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Home My WebLink About6457 Beverly Hills DrABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD - HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM z MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT 0 = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL q� = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW *::::::SHEET ELEV NUMBER NUMBER EXTERIOR ELEVATION MARKER 1 ` ELEV NUMBER 4 A 55 2 SHEET NUMBER � __ ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al3E---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, I 2.0 I FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A. 1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE__N NARSM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS JUN 1 1 20 2 RTFAl NEVIEW ASSIST 'Irtual Review Assist, Inc. ,-Mans Review completed and oved to col ir)li - r,c- ,pith the 2020 FBC 7th dition b,, Geur,3 r;, Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE iBLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N OF FL9 • o CO �\,N J QaH�y •', LO 00 ' 15905 ,'/► rn• ¢ ,,J W 0 w z E 2 O _W L �C _� ff,, a N V - u c, �� 2 r 22 2 o rn V_J O U- g R Q � �N w (�1'1 CACN C 00 M W C �a � a a WW W v2z WQit M f- 2 O 0LLVO Q�m �Z -QiZ �OOWO~ (7tdnui �OJi 0 UV5ZOW�5IxmZ ILL200E- WW°oZJ°C1<0zoa0 aaW-� Q0W QLL UHF_ g9Q Ox 0 Z) o�Z LLQ O F- LLOFU- i O (V Z 0� O � cM O Q U) M r- �U)LLti QWQ�? ci aU<oo Z F- > Wz W J� O mi N N O N N O O 0 co co T_ O N O N O (N N N O (S N C) N C) N C)O N N C)O N N O N o0 O- Lb ap O A r- N O M M 4 0 , 0 O 0 O O Cfl LO (I) > 0 0 0 M"t 0 0 LO 0 co 0 I-- N M� (n Z Z z LD W O}' _ W��> wwvO � Vo�o a i� Vl Ow I— 0 Zi r Q �moZ (Do tw (V Z M W}X� >-�zx M Q_ Z Z w M w (V OJ2z Q VL2ZZ Z =¢O ct Z U � oU 0 W Z Z J N " W O LAST PLOT DATE O Apr. 11, 22 z J COVER SHEET 011 FOUNDATION PLAN- ELEVATION B 1 /4" = 1 '-0" PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9-1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5o SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING V THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY MONO FTG 16" x 12" DP (2) #5s CONT. MONO FTG 16" x 20" DP (2) #5s CONT. PAD 24" x 30" x 16" DP I #5s 6" O.C. EA. WAY JUN 1 1 2U1t ;r AL HEVIFW ASSIST !r+,,.;al Review Assist, Inc. :urc, review completed and app e rc;- compliance with the 2020 FBC 7th edition by Debra Anne Klahr PX2300 N N � •9 J Dp 4 •. N Fy ' o co 'n ^, RO 5 •� ¢ W �.� O W 0 z E CD o � �MI;r m N 7 N U JD -0 00 d ') ` 0 O _S ° L g 8 r� �N ^, .0 d < w Qv H N C cO E W LR. V a W ❑w WQ� Q W _j � ZQzW Y �U' (' W QaC)Q j_�O��LLU0��0 J 0 LL LL O z 2 0 OZOR02mZzZ 0 H¢ Q I— C'J O O Z _0a>zYOZzLL00 Q�� U 0 a 0 (n O U) W O Q O W OQ O = 0�z� ¢ E UQ Q LL O LL O N Z OLL' � (=O 0 F— cM O Q M � �LL ti QWQLf? I-— 01 11 ('7 Q>-000 Z V F- W W JC:) O N N O N ti N r- O O a0 00 M W r- W r- C) N C) N O N r- N r- N C)O N C)O IN N C) N CD N O N O N & N 00 O L6 r- CS O r- r- N O M M 4 O , O O O O r- O r- r- O Cfl O C .N L ; 0 0 N 0 CM 0 "IT 0 Lf) 0 CO 0 I,- r- I Z Z —ZO C) � WU�_> W (1) W O voQ I— O a zw�¢ 0 ZW i(DX:t�-=Z I.-m0Z Z J N > }Wm �zZ11- Z W � N Ogg � Q Z z Z F Q o I..L � z U � OU o m z z W 1 N W W CC) O LAST PLOT DATE Apr. 11, 22 Z O FOUNDATION ..I PLAN B 30'-0" 8'-9 3/4" 13'-3 1/4" 7'-11" SH25 D - HD AT T-4" _ 00 J�VEGRESS S3 1/2 LO a acin aEaal1E3 la E3 4 3 1 / a K3 5068 SGD 286 "' HB 0 rN TE: B WALLBRIG OVIDE S6 U LATI( LLS AC OWNER'S SUITEATTIC 13'-0" X 15'-11" LIVING ROOM 8'-8" CLG BRG 16-2" X 16'-3" d WALL 8'-8" CLG NOTE: PROVIDE F INSULATIO EXTERIOR o INCLUDING RIM JOIST J ^GG N FLOOR AS! S6 S3 M 7 5/8" T-4 3/4" 5'-6" 4'-6" 14'-2" K347 5/8" Ln N NOTE: 1'-2' PROVIDE 1/2" PLYWOOD d 2'_0" DRAFT STOP IN FLOOR 8 WA L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE I CPT_TILE (PER FBC R302.12) DRAIN _ )j=_—_21)6=4 —-- KITCHENEESHWRHD N 9'-7" X 14'-2"TOP' & VALVE . /2wREF 8-8' CL A75 wQ BRG a, Yfn WALL � CAFE d OWNER'S RANGE W/ 1 1 - 8'-6" X 14'-2" 2868 BATH HOOD O i W 8'-8" CLG N GG °° i UF- °p c=nQ S3 BA�e \ . O TILE ---- I q gp CPT. I N LIN. 1 A7 2 DW - i `V PLUMB < A3 STACK o I WALL o ' 7 5/8" 7 5/8" bD Lo 3'-4 3/4" T-T' 1'-11" 5'-8" 2'-10" 2'-2" 4'-10' 0" T-6" d W.I.C. I coI I DRYER TILITY 00 w . ° . VENT N N PANTRY 13 I HANSEN I D 4 A7 PWDR BOX W/S AT GG - BATH 6" WALL AI' AFF OD S3 J a 1 �— — — — — J OD RG F-U 2868 1 S & R WALL —�_ N 20 MIN FIRE 00 LINE OF W/H 4" INSULATED RATED DR `� FLOOR P [3 WALL W/ WEATHER ABV N r — — STRIP 3) 2X4 22'x36 U.0 W/ PROTECTIVE I ATTIC I HTT4 AT - BOLLARD L ACCESS -1 BTM & S1--- 1-- d 4" INSULATED M�S20 BRIG. WALL AT TOP 9 TWO CAR GARAGE 42" H. 7-- 19'-3" X 20'-0" /CC3 SLOPELOW D 6 A3 A S3 WALL 5 -- -- S3 - -- PT. J 4 1 D ILE FOYER - -- S3 - 112i 3 I — — — — — — — — — — — — — — — — — — — UPi i 1 13 I— I 1 ` I A I I I TIE BM I ( 0 ' d d AT 10'-0" I Oo SH 1/2 35 Co HD AT 7'-0" TEMP.GLASS a I w� I 3 1/2" o 13 I v �a HB I I T-11" 1,4, ' m Q► _ 16070 I ENTR, a 0 d 00 dd IO NOTE: SEE SHEET S-11, S-12 2'-3" 16-0" 2'-3" 4'-4" 1'4" 2'-0" V-4" '2382' FOR LINTEL CALLOUTS &DETAILS ap 30 -0 m 00 TIE SM TIE BM AT 10'-0" 14 AT 10'4' �ap FIRST FLOOR PLAN- ELEVATION B m °° 1 „_ 1 /4 - 1 0 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE nf%, f%" SECOND FLOOR PLAN- ELEVATION B 1 /411 = 1'-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABI N ET A. F. F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'4" INTO SLAB FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUN 1 1 2022 JiRT :AI HEVIEW ASSIST \/irtual Review Assist, Inc. Completed and approved the 2020 FBC 7th Edition b,11 Veer 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 1 -35.6 33.4 -40.5 GARAGED 30.0 1 -33.9 30.0 -33.9 N (V O OE N -FL � CO ' ��N J Coy Cn o 00 to p 5805 � ay: s Q W 0 z Q ^` W 1`8 E L 'L 0? u M `4 0 V -0 0D a M E •` - s o D 0 2 0 O �g m < 10 N 0_N C o E^ >` W W W � uLLI Vj QW p � �O�_j 0Q�QLL000_j0 aCiXJco O0'L_j- W Q Q � (� � <O QQ OZMO C7 W0aOzOR00mZz �n�CL WWW�W_F5WLL F-H 0 0W fin O z _j <OwQ Wz��U�a LL 0W 9 P FWD < < YZ LL o 0 �Q �QW O (V Z W O 1- > (n O 0 F- c° O a (M LO QW< U� F— M Q>.Q00 Z U F- Z W JO O N N Q. N 0 0 o6 CIO �— N N N N •- N CD N 0 N 0 N 0 N 0 N 0 N 0 N O N 00 O Lh 1 o0 O c; 1 N O M M d O - O CDo O e— o CD (o 0 � o 1 U) O o N 0 (•i 0 d 0 to 0 (p 0 ti Crz CO w z —zo O-4-0 W 0Win 0 ♦"' Uo—o ��0 — Ill EL M W Z r� Q �m =�=z 0Z fV C�z J M �2zit M w (V O_�z � Q Ua}� Lnzz �� z F- zz U a OV 0 W � Z z W J N W �\ �C) O LAST PLOT DATE Apr. 11, 22 Z 0 1ST & 2ND FLOOR J PLAN B STAIR SECTION 1 /2" = 1'-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 CD RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM / 2x MATERIAL -- '---(3) 2x12 STRINGER STAIR DETAIL 1 /4„ = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 112" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. - SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) STUDMDS((T((A 36 STRAP EACH CENTNUSTRAP EACHH SIDE) S 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 _ T/WALL W H 0 z W 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. J U N 1 1 2022 �'T','I,' 'IFVIEW ASSIST jrtis!al Review Assist, Inc. lugs Review completed and jaroved C'c ' r, .^ri�o w/i}h the 2020 FBC 7th �r; l Klahr PX2300 N N O ✓' � 6d J C:Qy r o 00 s a � O e , 5°� p Q ¢ z cw ht F4� c 0 u � W z E i > Dr, O 0MN ai N 2 ri in U j oW 0 U E 75 uo0 o6Qs }< �(n U w Qv t, c N C v ^ 0 a '0 ❑W fN WOH F- ~ W' J it z x (j Q OO OW (LLULL=)—n W� QaxzWLLOzg00E-JQ �00mjC7NW9Oz0 O zdWWWz 3r¢ W W fIrz UJ aZ0z0W0. JuQ" fn aQW Q¢LL O¢ 0W LL O O 04 Z O� _>U)q I�F-MO Q � M � �LL � Q W Q Ln M Q>- QQO Z V H Wz W JC:) 0 J N N O N ti N 0 a Oo ooM C0 V- 00 — O N O N O N r N N CDC) N O N CD N O N O N O N O N N 00 O"- Lo 00 p A r- " N O M O O O r 0 0 j o g N o M 0 Nt 09 to (0 0 ti I 1 1 00 ♦^ VJ Z Z -ZO O}' _ W�F WWv) > 0 Uo�o F-0 Q ^ ii rr^^ V J O a W H Q 0 ZH w Q �WZ)Q 00 !=nHOz V 0 J > N Z 00 <Z0 M Q.ZZLL C� W N O-�z Q VLzz z �Q0 Z U a OV O W Z z W J N " W /b'� w O LAST PLOT DATE >o Apr. 11, 22 z o J DETAILS I 30'-0" Fri=r_G SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /4" = 1'-011 �9 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A ¢ M Il¢ L M ¢ U U U U U U U=1063# E A tJ=1063# A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED INFIELD IF NEEDED ¢ ATTIC ACCESSI A1A AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U=1088# U=1008# EJ7A � A7G C3 U I ¢ LO U U U 6'-0" 12'-0" IS 1 I'-2 1/2" 7 7/8' 19'-10 3/8" U' II CGE 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1 /4" = 1'-011 SHINGLE ROOF 12 5� 12 HEEL= T-0 1/8" Z�A r PLUMB . — CUT — 2X4 12" (O TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"I A.F.F. 1 HEEL= 4 1/16" PLUMB 12" �1P CJ1A CJ3A N r; CJ5A 0 0 N N 0 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF 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 CARR) 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 SUN t�Z .r . p,i NEVIEW ASSIST ',/i,tl:E:! 73eview Assist, Inc. lane- r-�eview completed and approved for compliance with the Kl�r PX2300 Edition by Debra An 12 12 2X4 HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT 30' Span or less 60 degrees or less 1 1/2 _ I 1 2/3 to 112 _ 1 Tag line r span approx. Tap line r span app". REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 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-61 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= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY LOAD DESCRIPTION INIT. DATE R/01 created from 7A2 2386B A.S. 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30118 RB01 REMOVE SCAB FROM 132 JRH 915/18 RC01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/1812021 CARPENTER Ll CONTRACTORS OF AMERICA 3900 AVENUE G. N. W, WINTER HAVEN FLORIDA 338BO PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE I 2 16 2017 1 LAN�333525R Sl A4 =1 N 04 �wN J CJ • i'� v : �•� v • � * — ® In CID ! Ul) ARt 5 *k .,b,`' • ram. �� W ; � � c _ O ' W ❑ z W L c �? u MNdi in V -0 70- 2 M .L M � C 2 8 _p o rnrn 0) ° S m Q t U�� .N U w Q� N N c E >`1 o co W 0uf vS W°H W~ Ic J Y Z Z Q LU W0SM <O�IrNti000_O O-OIXOOmZZ¢U F- 00 F- acOw ��av5wW�V5LLw¢0 W 0O Z a~w° ��Z WoW� Q z O°¢ 0 0 0 ¢g¢ s! O N Z O F— j�o M O Q (n M � U^ U) ti Q LU Lo c'M < <00 Z CU W W JC:) O N N O N 1 N 1 0 O c6 w r- N N N N N O O N o N 0 N 0 N 0 N 0 N 0 N N W O V7 t co O M V N O CM M CD O O O O e— O e— r O 6 O r 1 �o U; 0 0 N 0 cn 0 0 u7 C 0 r .- -01 1 Cr OC)w z z o O 6' w0�' W (n M- Uo-o WW - t VJ ZW I=-Q MOZ (V (�O�w Z 00 0 M �zZu- M w N O_j2W U rW z z .. Z �a0 U g Ov o W 0. z Z J N W /1/� O LAST PLOT DATE >0 Apr. 11, 22 Z O 2ND FLOOR ROOF J FRAMING PLAN B ROOF FINISH PER ELEVATION 12 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 34 =V-011 ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5.9 MANUFACTURED ROOF TRUSS ' MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 3/411-1 1-011 CV N N (V 2" 2" FALSE FOAM LOUVER DETAIL TYP 8 6" 1" 1" 4" 4" (V CV O - O - 00 1 CO EPS LC"iNFOAM iv BRACKET DETAIL 29 ill= if -Oil 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. —I 5 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 4 11= - ' PT 2X8 LEDGER A TTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o 0 0 O O 8" 1'-0" 1'-0" 1'-0" 1'-0" LEDGER DETAIL 11J4 =11-011 CASING BEAD 7/8" STUCCO2 WITH WEEP 4" STUCCO BAND OVER FRAME SCREED OVER FLASHING 8 A5 WEEP SCREED---,A51 12 O W N = z 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- u FRONT ELEVATION B 1/411 = 1'-0" ELEV AT - - - - - - - �_7/8" T.O.P.18'-0� .O.P. U STUCCO Nuj = M OVER FRAME ELEV AT 10'-0" z 2ND FLOOR FF CONTROL JOINT - - - - - - ELEV AT 8'-8" Adk T.O.M. A/C UNIT MID WALL AND PAD WEEP SCREED io 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE U',31' REAR ELEVATION B 1/811= 11-011 1'-0" 12 5C A/C UNIT ' AND PAD-�2'-0" SHINGLE ROOF V-0' 1 16'-8" 18'-8" 16'-8" I Zv = � �-7/8" STUCCO z OVER FRAME CONTROL JOINT CONTROL JOINT %/8" STUCCO OVER - MID WALL - MASONRY WEEP SCREED RIGHT ELEVATION B GRADE LINE 1 /811 = 1 '-011 12 12'-0" 13'-4" 12'-0" o w - 7/8" STUCCO N X: � OVER FRAME z - - - - CONTROL JOIN ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" T.O.M. WEEP SCREED v F_ ELEV AT 18'-0" T.O.P. ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 2'-0" A/C UNIT AND PAD 0 ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. �_5/8" STUCCO 1'-011J , OVER MID WALL MASONRY WEEP SCREED ti _ ELEV AT 0'-0 _ _ _ _ _ _ _ _ _ _ _ _ _ " 1ST FLOOR FF GRADE LINE LEFT ELEVATION B 1 /811= 1'-011 '', ELEV AT 0'-0" 1 ST FLOOR FF B VIRTUAL HEVIEW ASSIST Virtual. Review Assist, Inc roved Plans Review completed a Pp for co►"+�pl► Inc- v�ith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 1"r 3a0139 "0-'S TM3V seOeH SHE Ord 6. w O!�! J )6 71144 - 6r-11-1a 39SLiaPE � 7 T-0" RIDGE VENT BMBE Etta -------- VENTT143V — I I m _W0 I I SeOBH seOBH I I Etta SHP co I 8MPJ8l MB I VENTTM3V I — — — --I seoee same '10-0 SHE SHE i ROOF PLAN B 1 /811 = 1'-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (11300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION ` LOMANCO DECK -AIR - 9 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 0 N .0 J pOy ' �"� 2i 0 o � . P fit Q ' A 015 z A� P,� o w z Q E /I\ > L 140 M O W ' Q �N , :n c ') ,` r M 0 o < .N V � w a o E a` M aLLi a W rwn V w w W�Q � J W<9�z� LL Q Q V I-- � Z)O Q=mJ�O�W.�UOOJO : U' 0 Z W LL 0 Z 2 0 Q H Q Q 0029OzQR00mZz U v�Wa.Wv5WWW551x Z:) U' O Z (�LL LL _ M� QzWzowuol Q�w �I-� 2W2j OW p =O �QZ Q Q LL �Qw i O 0 (V Z OiZ / v/ Q I - c M O Q W cM � QWQ�? 1-- W o- M ¢Ua00 Z H W W JC:) O N N O N N 0 0 ao Co Co CO � M � O N O N O N r N N O CD N 0 N 0 N 0 N 0 N 0 N 0 N M 4,�oo"Cn Ob L6 CO M 1 O 0 0 0 o 6 0 t� c ' 0 � j o 0 N o M O o U7 0 (0 0 ti CO Z Z —ZO O}' W w W U) U�'- 0) Uo—o -0 OWWM =m0Z N v III O ~ J Z� �}W2 >-mZ� w N O_jmz Q UDzz Z m<O U Z g O_ O W Q Z z z W J N W M o C14I O LAST PLOT DATE Apr. 9 9, 22 z 0 EXTERIOR J ELEVATIONS B & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1'-011 SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0" 1 lklP /1 P9/ _ 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 BEP.NEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 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 2/0 or 4/0 SER Alu 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 JUN 1 Aana aT uG:i'N ACSIST Assist, Inroved evievv completedp to compiiancQ U/ith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ �C_'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 PS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6 SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -fl PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE B CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE {t} WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE Q 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER Q 50W PAR20 NFL 4" MINI ROUND RECESS &off 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" -S-24- SINGLE 24" FLUOR STRIP -D-24- DOUBLE 24" FLUOR STRIP U-36 - UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 - DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT gi� 24 � 24" VANITY LIGHTING S-,-= 36 :6� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) )� MASTER STATION >® ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER �T THERMOSTAT ® 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. W ,O U (h CA j� Al L L � :32 O O M: N Q U U w Q :;� ^N W L 00O S= M 7C) a 7C) a ww LU dui iw0 Qr_jwgYZ w~2Qw Z xx < LE600 LL Q Q F_ U Qz2_j<0 JO �aX ZaLLoz20a ..Q� O 0w9 o Z 0 R 0 O m Z z U 00 Cn Z _Oa>zYOZzLL ii <LL W°��V5_MWo20�a OW s 0 z9Q 0 QLL LLQ O CV Z W O� > (n O M CO QwCY)� w LL rZ 0- cM 00 Q >- Q Z V H W w JC:) O I' N N O N t` (V O 0 00 (0 00 -,r-- O N o N o N N �- N CDCDO N O N O N C)O N N C)N N N o, 9 M � CN N O M M 'It C:) � C:) O C:)r O O r r' O CO O C Z '^ V / ; C)�O N CD M It C) u7 C)O CD I` ; I I CO VJ Z Z O C) _ -' W' owU) w O L �Q 00 Of w l— Z �F_� 0 '<Q w < I.-= Z r= N v Z J Z 3 >-<Woa }ice ,OMo �Zzw CM w N O_ z a.III Z Z �Q O U -seZ : OU O M— W Z z z w w J w N O M C:)LAST PLOT DATE > Apr. 11, 22 z 0 1 ST & 2ND FLOOR � J ELECTRICAL PLAN B 1" FILLER N T m r O c� 1" FILLER KITCHEN 1/2 = 1 '-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE 2'-9" 2'-6" 11 1/2" FILLER DOWNER'S BATH 1 /2" = 1'-011 4" BACKSPLASH T-0" 2" FILLER i Zh CV 00 00 GO 00 "v O N FOOTING SIZES AND RE -BAR UNIT'2382 - B, L & M' - BUILDING SECTION 3/16" = 1'-0" 1 1/2" FILLER SHWR HD T PRE-FAB SHOWER PER BUILDER 14, VALVE 4'-11 " "I 'I/Z" tNU F'ANLL 6 �1/2211WNER'S BATH —1-0 12 2 %ifCHEN ISLAND —1-0 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2In ISSES AT 7NGS) DWN nON 9 9 (V � 1 0 M _ ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" Alk 1 ST FLR FF 2X6 KN WALL 1 34 1/2" 3 KITCHEN 1/2If— 11-011 a0 T SHWR HD WALL T 0 T cM o J. VALVE 9 SPIGOT 9V, O 2'-9 1/2" T-4 112" $ BATH #2 1 /2" = 1'-0" FOOTING SIZES AND RE -BAR M WIRE SHELF D 9 "HANSEN" 220 VOLT BOX I I I I -� --- --Wi i ---- o D1 I 14 1/2" X 16" DRYER VENT RECESS 9 1 I I I I I I I I ch I I I I I I I I I I I I I I I I I I —I I 4 LITY �� 1 UTI/2 UNIT '2382„ B, L & M' FRONT SECTION 3/ 16 — 1 -0 JUN 1 1 2022 V3W ASSIST eo - ;in, , a.i Review Assist, Inc. ;unv+ew completed and a r ved c J;I; ,, ' r�CE �!1!1th the 2020 FBC 7th cEdition by ueura Anne Klahr PX2300 ELEV AT 18'-0" _ T.O.P. ELEV AT 101-0" 2ND FLOOR FF ELEV AT 8' 8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF .. OF N N T 4 Z 1 0000 1 ® 1 LO / 1 / i ♦,e p S T ib ,� Q `�rR.yy' Yl G J W 0 z > 0 ^ 0 _W L �0 r? u >1 }CO C,4 to V = t3 u a O u o } Jo p IN V W QV H W �O � rNi L}� 70zo- V 1) a � W W W W W Q g J � Q� Y Z W Z Q =OO U Q=2-�O3w�LLUOO JO <OR3WRQ ZWLLOZmJOO�aF- qz O Z JOaWFnWWWzxx<:) J Q W Z a. H Q W F W a❑ Q oQ o 0 o z QLL O N Z 0� LLJ > (n O 0 F- M O Q M LO J � U)u_I- Q W Q LO F M Q>- QQO Z V Wz Jo 0 N N 0 CV ti N O 0 co O 00 •'- O N O N O N r N r N O O CV O N O N O N O N O N O N N O O T N CO M 4 4O 0 , 0 0 : O � t- 0 (6 0 C N Lo ; 0 0 0 0 0 0 0 N viCO 1 � � Z Z — z (D O �o~� WWfn o �0 Q a LO.0 OwI=-Q F- 0 Z W F- � t� �m0Z F- = f= V z Z j J (V Z 00 W}WM >.2ZW M CL Z Z W M W N O�2Z Q VLDZn z �Qo 0�.. Z V _�e a OV O W Z A7 z W, uj M N O LAST PLOT DATE >C) . . Apr. 11, 22 z 0 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, ACO-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 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEED (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 HORIZONI ALI 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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1, 1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & AC1530.1-16, 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.3. 3.4. 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 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, f y = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #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 ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-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 ANSIfrPl1-2007 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 A36136M 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be providedr The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cctncrete oyerpo and mortar along the foundation perimeter must be removed before exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 -After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY =11 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. JUN 1 12�Yved 41UAL REVIEW ASSIST rii a !?rview Assist, Inc. iew co!, ioleted and a the 2020 FBC 7th Edition bw Geora Anne Klahr PX2300 �j (V fV O Co LO 00 00�>{� °fit p` p , � Z OS `Uj w Z Q n` E W >` 0 C!o M4, 5 In UA, Q 0 m C W E t o Z) O o rn E:p Q U < O� •� Ui �� y ^` U C oO E rNi W >` 96 � a '0 W W N fJ' W �LLlLLJ v7 LL, WOE W02 Q�Q Q9YZp Z it LL Q U Q H %- J�O?�W�IlUO0�O =OX ZLLu-�Z2-, Orn��OZOR00mZZ W F-5< U �O Z (>)LU in- www65OfW<0ofJ a~wpH�ZuLLzioOWO�a ILL OOQ 0 ❑YZ LL LL O N Z W 0 I- 0 ti >U)O ch0 U) CQU)CMU� G ILL � r, cM aUa00 Z f- W W J0 O J d" N N O N ti N 0 O 06 CO W V 0 N 0 N 0 N N N C)C) C)O N N C) N C) N C) N C)N N d) N O, O , O O M r 116 CV M 0 0 C3 CD 0 C 1 Cl) '^ L , > O C) N C) ch C) It C) LO C)O CD ti 1 � CO � VJ Z Z - Z O O }' WUI-- _ '- O V��a LO Z W F-~ �M0Z LU N (�Otw z M w }oft Z M a 0' Z Z LL M w N O_j2z V�zcwn Z �QO Z U U J O _o W It Z SNOW Z Z W M N C) " W 14 C) LAST PLOT DATE 0 Apr. 11, 22 ZO STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING �X 16GA0-1\2" LONG (3/4"-1" CROWN) Iai . STAPLES C+I} 6" O.C. VERT BETWEEN 1 MAX I I 1 -- 16GAx1-112" LONG (34'.1" STUDS (NOTED THUS:—) - OFFSET I I 1 I I 'CROWN) 'STAPLES Gait 6" STAPLES BETWEEN STUDS AS SHOWN - — __ _._ ___.__ _ _ O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" ;DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER O 0 (V • 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" COX Q PLYWOOD OR O 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 4 -0" + + + + + 4 -0" t + +t +t+ t+t++t+t+ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM BOND BEAM STEP SIMPSC w/ (22) NAILS I - CONT. #5 BAR 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 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 2nd FLOOR Solid block all posts from STUU DS S above to bearing below. SECTION @INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" ma x• � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIS f ASA REQUIRED LEAVINGY" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - Under 2nd floor coo gym^ wr I^„1� N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —\ DO NOT cut, notch or drill flanges Boise Joist Blocking I Isa 3" 11 nd) nails at R" n r �/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. iD ❑ io A 1Yz" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN bee 6.e 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 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" 1'-2" 1'-2" V-3" 1'-3" V-7" 1'-11" 2'-4" 2'-9" T-2" T-7" 12 V-0" V-1" V-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" T-7" 4'-2" 4'-9" 5'4" 16 V-0" I 1'-1 " 1 V-2" V-2" 1' 7" 2'-5" T-2" 3'-10" 4 -9" 5 7" 6'4" T-2" 20 1'-0" V-1" V-2" V-2" 2%0" 3'-0" 4'-0" 4'-10" 5'-11" W-11"1 T-11" 8'-11" 24 1'-0" 1 V-1" 1 1'-2" 1 V-3" 2%5" 3'-7" 4'-9" 5'-10" T 2" 1 8'-4" 1 9'-6" 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1,Y" 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 Bearin Location Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s BCl6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160P 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS I 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�loist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. �nstall 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. /4"-2" gaP 1P '--1 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 6 X Joist o depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 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 a a a . d A • a: 1i1� I III I I �I 00 Ir FINI GRADE I I I I �� IImo' I I I III I II II II IT IJ' F 1 SLEEVE THRU STEM--` SEE PLAN FOR--'°• a . • .. FOUNDATION INFO d' STEM FOUNDATION GRADE 0 i—REINF. SEE PLAN i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. ok- BELOW GRADE G PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d d .d 'd - - - - - - - - -------z. ------- Z 0v • 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 T Q --�. A_ —d/ \ A. < d / SEE FND. PLN. SIZE & REINF. JUN 112 2 HEVIEW ASSIST ',firtual Review Assist, Inc. ;eview completed and approved nor,, \r11th the 2020 FBC 7th dition b Geur_ �.'nne Klahr PX2300 t�OFP N N N 1 It •.... �, 2 , CD u7 "►, . . A� w .1 'macs O 0 w W 0 z a � E L ,u ? ', rM N ti } O "2 in U o. C-,) E t 0 C: :D -0 28 �sci 2< U •N w I_v ` V cti c W E co L r\ O� m t- a u W �W/ (' W dui vi Wpm w�Q of2� ofggYzof Z tr 02�a OQo_a LL.U002_i0 < Q F. C) ?ORQ (0 W_ OZ2O0�QF. (7W�wOZOWOO�mZ- V (y 0 Ui 0 0 Z �Oa>zYwpZzILL Io< LU<�_wzamy o- oyz a oQ o 0 � �Q 1 0 CV Z LLJ 0i-Z (n O �O < i CM CLC) c'M Q >- Q 00 Z V I— W W JC:) CO N N O N N O O C>o co ao r- O N o N o N N N CD N C) CV C)O N N O N O N C) N 04C)L6 00M04a O N M M 4 O O CA O O Ocib 0 0 0 /� U, w i C, C) N CD M 0 0 11) 0 CO 0 f` I Cr M W ( —I Z Z WO O}' W0�- WU) 0 V_0 < 0 I _IX a O�a LO -0 VJ OW W F-a Z ix Qrn ~m0Z V O j J (V Z > w > M a- ZzLL (V 0a�rw Q Cn Z Z . Z Z F_ U 0U o0- �-- m a Z SN1w Z z W N N O LAST PLOT DATE >O 0 . Apr. 11, 22 O STRUCTURAL J DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (T P VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7 O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR '"C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD u MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER in MUNICIPALITY. `14 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE N ep - Z 00� - D 00 6 MIL VAPOR I D I I I z BARRIER I I D a 11 I I � D; I iv COMP. SOIL. I #.Wr T (COMPACTED TO 95% I I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I I I II I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. L4-..1'-8 (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z SEE A/S3 OR J/S6—/-ILi FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) � D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10`4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. ' 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH IIIiv o TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 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 GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" ° < 4 a'I'. A.F.F. d. 0 v . °.. 4 a a . ELEV. -0'-3 1/2" FZ G 've .° vA. v v ... d .. _ .' v° v °. e v d 0 ev- ° ° .' 4 2X4 CONT. .a v. ... e : :v -'e A.F.F. O a �v e Q ne N v d d. GARAGE DEPTH VARIES a A. 4 _ a ° GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/81.x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 00 TYPICAL THICKENED EXPANSION JOINT 1 SEE A/S3 OR J/S6 J ' i l i ir�,� I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GRADE v ftIII I I I —I I I —I I I —I ' (1) #5 REBAR w/ OPT. rSCREEN ENCLOSURE MIN. EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND O.H.D. RECESS • 0,0 t— CV CM 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE WEDGE ANCHOR x 6 W1.4 x W1.4 211 24' O.C.)"x10' WWF OR FIBERMESH 3 1/2" MIN. � ILI-°�I--III—III I I —II I II=- III 1 I I- 3 1/2"(min)- I 1;4" 00 .11-IM 31/2"(min. - 4111=I I —I 11- (2)#5covT.4" II�1'-4" �I�II�,I_�8"�I U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _101 v- NAILED W/ 8d COMMON NAILS @ 4" O/C' BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY -Is A�l s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION r NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. 10d NAILS K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE AN FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2'BOLTS 6" nx PLATEAX N PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D D . D GRADE 40 MIN. Fy= 40ksi a e N p z_ #3 & #4 LAP SPLICE _ ° - GRADE 60 MIN. F - 60ksi `n I I FINISH GRADE O0 [ y ] a cn D D - 25" MIN. LAP [30" MIN. LAP] W �I I I Il 6 MIL VAPOR BARKER - I I I n. ° I I I I °° n I I I I 1 #5 REINFORCING BAR R 1 7/8 T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I — D ° ' 1 I 111=I i I=I I 36" MIN. LAP [36" MIN. LAP] 95 /o MODIFIED PROCTOR ASTM I I=I I �I I I I I27% 10" D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF� 18"OR 1/2" HIGH STRENGTH — J.N.O.) (OR %" GYP. TYPE "X" @ IARAGE W/A HABITABLE ROOM BOVE) P.F. DOUBLE OP PLATE IMPSON SP2 w/ 12) 10d NAILS /8"° x 10" "J" BOLT @ 24" O.C. w/ "°x3/16" PLATE WASHER (TYP.) - %LT: 1/2"xl2" TITEN HD @ 24" ).C. OR 5/8"x10' WEDGE ANCHOR b 24" O.C.) SIMILAR AT FOUNDATION ONLY" = NOTED, THIS REFERS TO THE ;TEP, SIZE OF FOUNDATION AND IEINFORCEMENT AND WILL NOT 4CLUDE THE WALL ATTACHMENTS �3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 42 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) --4NSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00 31/2"(min4-II— II II I I I II I I_II (2) #5 CONT. 4„II II ICI I II �8,� U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 0101, ° A d. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) c M 6 MIL VAPOF BARRIER SCALE: 3/4"=V-0" S3 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 x x TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL i�� BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALM INTERIOR CONCRETE m 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w o SCHEDULE T j w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o � CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E = M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 'v WWF OR FIBERMESH Cl) 0'-0" FIN. FLR.Ak BRICK PAVERS or SLAB PER COMMUNITY SPECS ° =1 I —I i I—a1 — — I 1--I I If 4� INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=T-0" K S3 \\//\\//\\//\\//\ .-��- I I--��- �/\\//\\ice/` • • (2) #5 CONT. =1 II I I ON 3" CHAIRS (TYP) 8. 1,-4- 1 /2"(min.)- 4" CC S3 -.- 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 " EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH D O I I�I1�,= 1�1it= 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d a dCP o d I I I 1 =11f,'',,6 SEE A/S3/J/S6 4I I. . , , ,I I , FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 _GRAD uj 4 0 J I d M:, °' d • EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. M d UJI•uj 0 blza �oo= 1-1I A. r�l VT-,ti I ... 1 " I I I I I I OOTING U Ff ' I I I� r—' -I • • .I I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 JUN 1 1 022 .IFT.-AL HEVIFW ASSIST Virtual Review Assist, Inc. Review completed and pproved tG CJiTirilia' e vrith the 2020 FBC 7th Edition b� bear:- Anne Klahr PX2300 N N O Q W J po,,,,,CID ,n Of 5 5 •,` Q ® r$ ''w W 4Z �3`� 0 W W 0 z Q E > 0o 0 M N `I 4--N 7 N V -07_ a0 m M zCO L L O O u o O U o Q t u ° •^N' w C 7W� }L}�' V V 4- a a LuW CC 0 Ldvi wO~ I~ HQ W2_j ofIOzit OZ O%>OJ vO�m0��o"ooza o ¢ (1 U) 0 Z �Oa�zyozz�OUJ Q�WO�H�-�wp�U�Q Oa o 0 0Q<gQ¢ �QLL i O Z W 0 I— (n �I..cMO < U)LO Q W LO M Q Q 00 Z U W W JC) O d" N' CV O N ' ti N 0 O ao (0 �— ao C) N O N O N N N C)C)O N N O N O N O N C)O N N �C��ACN C14 C) O � N o M CO �} C)O O O O T--0 O r (0 0 � c ' O '^ �1 , > N M 'I' to CO f� 00♦^ VJ Z Z —ZO O 4 _0 W wWU5 U > _0 0 v_o�o ^0 ~IIxW� a. V J W I- H Z W- - Q' = m 0 Z I-- Z Z j J N > 00 M a2 ZW CY) W N O�2z VS2zz z �Qo Z U DU oll �— m Q z z z w J W N " l0 LAST PLOT DATE O > . III Apr. 11, 22 O STRUCTURAL J DETAILS —MONO v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 ! 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE --2x DEAD WOOD @ MID POINT w/ (3) 12d "i ONEAILS 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 ri SCALE: N.T.S. 14� 12 TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED --\ SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 518" x 10" "J" BOLT @ 24" O/C MAX tK W/ 8" EMBEDMENT :z 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOI FOF K/S SEF IN F GAR/ TROD GENE SLOE FOR 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.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 112" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■■ _4I®®� ?rm •- .•. • • �• _ . • •- • —Ili! ■■III HI■■ Mlill IIII� ■■III NINE �IlII IIII� ■■III lil■■ MIIII I!!I� ■■Ill III■■ MIIII IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J .J _ w o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER - CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" _ �❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 112" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 30LID AREAS ARE STEEL AND GROUT LILL 8x8x16 BLOCK )OOR OPENING -(t 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 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 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER ` (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 �R SIMPSON HTT4 TYP. OHO FN�N� U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C zj NP) 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 WE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—"1-4= W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 T_ EO 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 -7 j11� NAILS TOTAL) EA. SIDE OF " 48NMti ICE STAGGERED �\ �10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO'rbP 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. S4 F= 2240 LBS SIMPSON nc C P.T. ATE �imrwry ar4 SP2 ; SIMPSON SP1 SIMPSON- SP4 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 co d d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 JUN 1 1 202 TVAL REVIEW ASSIST I Review Assist, Inc. �,r,. '� .view completed an roved colT:�iiance withthe 2020 FBC 7th _=dition b; Gebra Anne Klahr PX2300 rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U z a 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 1P4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. 2 & NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. i&NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY "IK.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. ""'—WITH FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM 4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 t� rrf \ DOf.1 .` v • — -- e e e LO • � 00 e . LO • 015805 w O 0 w Of z Q >0to E K o CY) ry 4) j .O 2 M o _ rnrn o 0)= O U-S m Q t u a,P z. RCN U w aN c 0o E eh a -0 w X cD w w WW¢ w�J afg z0f z Q°�_jU)0 ww<2-Uo2�O Q Q U <OX zgLLOz2°"�a� F- 0 F- z 0a,w9oZo�OomZz � W w — W 5 a. towxW V5 wQ J QaQ>0W¢�Zwz-2O�a 9 LL owe o~� o z< Q LL Q O LL i O N Z O� > (n O 01..=M0 Q U) CM P- 2101- ��P_ QLUQLO CM aUQ00 Z H W w JC:) O co CV CV O CV ti CV IL O O 00 CO 00 N C)O O r- O O O CN C)O CV CV O CV O N GV 04 & N a0 O Lh r- 00 O C'7 - N O M M 4 O CO O O O O O O � c v) ,^ Y , CD O 'O O C)O 'd L6 C)O 6 :CV CM I` 0 z z O O-'-' �O WUE- 0wU) >_ Uo�o F- OWWM 0 EL E_-- Q Q z W �_ a! ~M0z v O j J Z N M �2ZIx }w� w [V OgRz U�ZV) Q Z �QO . Z U C) J EL O _O m Q z z w w J W N N O LAST PLOT DATE O Apr. 11, 22 O STRUCTURAL — —J DETAILS SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 314" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) — MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYF BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/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 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7 AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS O S SHEATHING ATTACHED D 10dX3" @ 3" O/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. w/ 1 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 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 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 THE FIRST (4) ROWS OF TRUSSES INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM 2x4 "T' ON TOP OF PANEL @ 48" O.C. BLOCKING, FASTEN WITH " MOISTURE BARRIER SIMPSON META12 w/ (7) 1Odxl 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) 10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION n•Z•yly".' 11113�� 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/(2)16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH I EXT. WALL CONN. NON - LOAD BEARI G LOCATION rD SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" �'S5 ADDITIONAL INFORMATION. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING N N AND FASTENERS. (MIN. FIRST 4 BAYS) `'' " SEE STRUCTURAL NOTES AND NAILING 00 00 SCHEDULE FOR x SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS `° oo 00 2"x4" CROSS BRACE APPROX.8"FROM 1 1 2" 1 12" " RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 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 )F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" FOR THE (2) 16d NAILS 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 ROWS OF (4) (4) • TRUSSES FROM EA. DOTES: END TYP. TOP & ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED )F THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ?) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL )F 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 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS / SEE PLAN FOR 2x4 "T" ON TOP OF PANEL- 1) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ ;OMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2) 12d TOENAILS =. 3.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2)16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE kTTACHMENT 2 SYP BLK'G @ 16" O.C. i x O.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 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 `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 '7 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" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACIN( 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN �� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. JUN 1 1 20 VIRTUAL REVIEW ASSIST `Jfrt�a; Review Assist, Inc. ICA�,, Revie,,, completed and approved to compk"Ir"o v�/ith the K ahr PX2300 dition by Debra Anne y' C�I"a�r^m N O J 't — * o 00 • 00158 LO ✓ O 0 w 0 z Q ^, n' I,-) E 'M O W i w 3 Q 4 di M4 V) V °� M A� c r o C V/ p B 0, O U < pg e . N w C) N V Cli c E� 2) TO s` o v ^ a w W C7 w w 0 I- _j Q o w�¢ Irm-i it jYZx z Q:2_j",O��wUO'0 J0 Q Q C.) =aX zxwOzMpO~QI" a o�Oz0o 00mZ� U cnwawinwwwv51Y z U) Q~Wp�IYQ-v5 WZ6200a- LL oQ o 0 o<<LL w �- sl O O Z 0� W > (n O i Q U)Mti LL. It �WD_cy) EL V Q > Q 00 Z U H W W JC:) O co N 0 N t N 0 0 06 — N N N N N O CD N 0 (V 0 (V 0 N 0 N 0 N 0 CV O CO 9� - 9 th 04 N 0 M M t 0 0 0 t t o t 0 r� c 'v0i '^ L , > o 0 N 0 M 00 to 0 (O 0 I- 1- Cr CO �^ VJ Z Z O O� W�r> Wwin 0' Uo�o E— 0�a V J O of W w H Q 1.2 Q Z� �m0Z =�--=z �z tz N 3� }f� rn Z of Z Z D- M w N O< <z Q VLnzz z F_ Q o LL U -seZ OU _o W Q Z z z J W N N 0 LAST PLOT DATE 0 Apr. 11, 22 Z O STRUCTURAL — —� DETAILS (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS '::'Z-1O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 4 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <- 1000 gYR SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN p q OR FELT PAPER FOR MOISTURE BARRIER a:a 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. 90 HOOK (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 WL BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) c*> u v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL w rn 1x WD FURRING @ 24" O.C. n AT GARAGE CONTRACTOR BASEBOARD LID 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 . "d ON! <... FINISH GRADE 00 Cn LT1 I I I �I I I I 6x6 w1.4xw1.4 LEI �I �I I �I I I I a° z a. I I I FEI I I=I I IT o r WWF OR FIBERMESH �� II I I=1 I I I I I �I I F (I . , ,I STD. 90'HOOK (3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION SCALE: 3/4"=1'-01, S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2 NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: ` USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 61. 2'X4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 202 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH III, „I l l� i 11 l l l 11 l 11 i 11 I IF, l l- (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. W w 03 0 O 15/32" OSB EXPOSUREI SHEATHING F x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF Lu NOT FULL HEIGHT FHEIGHT SHEET - z G FLOOR SYST M (2)- 2x TOP PLATE .! BEYOND I 15/32" OSB EXPOSURE F SHEATHING w SOLID 2x C BLOCKING @ ALL 0 C SHEATHING W EDGES (SEE OPENING SECTION X-X n. 0 C x �w x E 2x STUDS LLJ BEYOND. ,n SEE PLAN 0 O III[:[ 11111 11 11 1n �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIAI I r1 r11AT1J-%u n1Ar+nA1A 3/3" "S" = NAIL 3/8" SPACING S C/4",S112" "/2 S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA- END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 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 Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN Ya'. ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. of @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 8d COMMON NAIL J � W LL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADEF O > C O to Cr OOm w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. z LL fr © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL - co N W O O MEMBER IF GABLE END (" NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 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 10d NAILS @ INTERIOR HEADER: 8" O/C TYP. 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) 10d x 1 1/2" EACH SIDE op NFRi0R N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 0 TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH a. ° ' " IIIIIIIIIIII IIIIIV141a 'Il,;IIII I III-1 I ►_� (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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) (2) (1) (2) (1) LSTA30 4'-9' (2) 3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) (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 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 ;III„II o @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" ADDITIONAL INFORMATION. V S6 JUN 1 1 2ti22 �A VIRTUAL REVIEW ASSIST virtual Review Assist, Inc. rcompleted an approved to c or, 1)1. \A-/ith the 2020 FBC 7th Edition by Uepra Anne Klahr PX2300 " 04 CV C2 ,4LID ' � ® , • oD LID AR 15 4t Uj 0 W Q �I E OU �0 M CM A d } Sri U �� N t ' 'CIO, cn A� E >_ t p W p �o _ VJ 0. O o^ N Q S "N Lu O� N = N o EM >` a W �' W w w�Q it UJ =gYz� z ¢: J p� V 0 u- 0 Q Q V F- Q000 Zu-u—ow z2��H¢Q Oun0f§OzOROOmzj w w— w—� 0 �0Z a cnww W¢ Q<< Uj< zWzo��oa LL- ow �H� two ¢ ¢ O� o pQz u-¢ o �¢L� s� 0! O O N Z 0� 4 (n O z 0 CM O Q U) CM LO II- U) LL QWQu? �WIZM Q >- Q 40 Z 0 W W -.1 C:) CD N N O CV , ; 1 N 1 0 I. O aD M CD � 00 � O N C) N C)00 N N r- N C)C)O N N O N CD N N C)O CV N N O 1 O r- N M M I � 0 1 � 0 1 O 0 1 O 1 O 0 (6 CD C U) ,^ CD > C) CDO N CM C) 4 CD Ln 6 CDL, f-� 1- ' ♦♦ ^^- VJ Z z O W O�-' WUr- U O Uu < F- a LO ^ i� V1 OWHQ H Q Z� m Q Z J (V v z Z > M W >- M aZZW CO W N O�2z �— Q VU)Zz . Z Z �QO U OU oa m Z z z W J W /o N O LAST PLOT DATE >0 " . Apr. 11,' 22 z -4-0 O STRUCTURAL DETAILS —MONO 1/4" MAXIr 2'-0- SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- I DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 x4 P.T. 3/16" 0 X 3" LONG 3-1/4" LONG X 3/16" 0 FURRING FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"' 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & lx8 P.T. 1-1 /2" DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" um TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 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 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO M2 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 rT�_ SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS DOORJAMB (REFER 4 I1Z URTVVNLL TO PRODUCT APPROVAL FOR CON)jix 1X4 FURRING (2) ROWS 3/16" x 3-1/2 TAPCON @ 16" O.C. & 4" 2X8 LllX8 FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 YWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" lx4 O.C. & 4" FROM EACH Fil/2"DI FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" x STAGGERED @ 12" O.C. -4-1 LP nl=TA II `LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO ) 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 NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B 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) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 ti +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) i 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT :- F * 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 NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. /// 4'-0" MAX SEE PLAN #2 CONT (MATCH T IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL (1) #5 BARS CONT. TOP WITH MIN. 3" COVER W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS 6-0" F.F. D ° V .. p. �I�lal�l�l� �� p I�III�II III —III ° I H 11-1' p —I I I=11 f GRADE M ° p t (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) THE :S 1 IAIArY'CDTADI C IAIQTAI I TInKI FILLED CELL INSTALLATION It H SCALE: N.T.S. SS W SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW " /-- 2x :SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE �--� j ' . ALUM FASCIA f PER PLAN I I 1-314" TF IM PAINTED F CHANNEL, . -4-_ 4 ;� ` ! 33 NAIL wl 5/16" `HEAD FASTENED PER I s DIA @ 24" O.O. NnTF :' RFI DAONTI?x4 `NAILED TO .1L CONT VENTED OR SOLID SOFFIT I BLOCKING NAILED TO TOP B'L: CKING w+ 2-12d NAILS ("I CHORD EMERY OTHER TRUSS 2-12d NAILS, TYP () I. G l 1 BUILDER TO VERIFYCPR0V'IDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 12. FOR :SOFFIT ATTACHMENT AT WALL ('PER ALPHA ALUM INC FL# 16544 R5 FL PRODUCT APPRCVAb F CHANNEL FASTENED TO: cC-MU wri T NAIL _67•' DIA. @ 24" O.C.,M M.' MIN. EMBEDMENT [ WOOD wf (3i 16 GA. 3/4"x 1 W' CR/?`JV'N STAPLES 24' MAX. O-C, IN DIAMOND PATTERN SUCH FASCIA Wl IF GA 3,;4 x'j41 'ROWN STAPLE d) EACH GROOVE {� STRUCTURAL. SOFFIT F 1 SCALE: 3 4' -1' 01' ("*'I FOR ALUM N NI SOFFITS WITH SPANS REVS IJ':9.23. 21 I'-4", INSTALL MID SPAN BLOCKING PER THE :SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS: 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X OVFRygN (TO TRU SS TOP CHORD + + C'ry PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP a a EACH TRUSS CONNECTOR hr- SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 1Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP RCAI F• 3/4 OCC OUCCr M-1 AKIM z 0 u- 0 W Q 0 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 112" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO � + IL SOLID W/GROUSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 1/2" r CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. e OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-0" 5'-011 :T >p ' � o p #5 BAR D 10" e c 16 CENTERED CENTERED W/ g 6.' 6 p•. ° ,� s H IN TOP o _ _ p �g KNOCKOUT/ N =) e CHAIR BLOCK MONO FOOTING I —III p SIZE AND REINF. PER PLAN III —I AND SECTION DETAILS - I CLEAN FILL -I :p e . ° p DIRT z e• ° STANDARD o 90' HOOK 04 #5 BAR IN FILLED CELL , - a , - a , - a A:�. ave.a. v•ve'a• v•va.n ave n. 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 (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. JUN 1 2022 :IRTUAL REVIEW ASSIST 'lr;"aI Review Assist, Inc. cc�p!cted and approved to (,,,, 1.h the 2020 FBC 7th 7ditlorl b Gebr-a AnliC Klahr PX2300 ell 1 �. N CD J Dq�y • •� FZ •, o U) . tY a a a • A ,� o Q Q W O w 0 z Q ^` W E L `? (MN 41 ul v !3 C) 1° t o O 2 0 O �o Q U .N w CQ� L 00 C co W W (' W ❑ llj [A W 0 1- W~Q � ��~z0 z W:m_QOa�QLL0000 Q Q U ip =rn09ZLLLL-00_jDEL z<< Q Q Cf)Z Q J 0 Q, W Y 0 Z W Z D W O W d �Q O ¢ 0 LL. Q00W mI-� Wo�U Q OW o � 0RZ LLQ O �QLL O O CN Z W 0 F- i (n O 0 u) CCM O Q Lq (ti QWQLO f� M Q>-<00 Z V F- W W .j O It N N O N ti N O 0 o6 CIO CO M 0 N 0 N 0 N N N CD N O N O N O N O N O N O N N O — CD M M CD 0 o 0 r� c Lo > o 0 N 0 M 0 d' 0 Lo 0 CO 0 1- Cr rn v / Z z O owW w — �O Uo�o F— � a- O a L r) �1J C%i 0 w I'-F- Z� �� =m0Z F- (�O3rw Z [V Z M w %'�ZW >- M Z Z LL (� w (V O_j2z �— Q ULnZz Z Ma0 . Z U OU _o m Q Z Z z III uj N co" 0 LAST PLOT DATE 0 > . . Apr. 11, 22 Z O STRUCTURAL — J DETAILS-RETRO FIT SCALE: Z' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6'0 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING VVMLL SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (IEW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING Er42x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) rx8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND? GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" L--H H SECTION VIEW E SECTION VIEW SCALE: 2" = 1'-0" _ SCALE: 2" = 1'-0" 3/4 PLYV1 ON DECF ---2x8 SYI AND N) FRAMIP 2x4 DRAF STOP 2x4 BLOCF C SCALE: 1" = V-0" 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/J" X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP [SIDE) 2x4 GLUED AND NAILED (EACH STRINGER 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/J" X 2 r TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING 0 1 /Ai K UUIVO I KUU I IUIN Ur. I /-XI L%":) (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x ECTION VIEW "H" SCALE: 1" = V-0" J U N 1 1 2022 '.'I"IT,'A'_ iEViEW ASSIST ;t al Review Assist, Inc. 'I.-ris. completed and proved tag com,)k -irce with the 2020 FBC 7th Edition b; Geora Anne Klahr PX2300 F fi N 0 $p,�� T b J Do/y,�j Un +' *— o . • co to oo•� A 805 ��A- � 2 O o w z Q V) 4)�, n E > W6.U C7 (V -v V �° t�O'"` =M `OrO ��0 o Q } a "N w Q:;� } c4 c poi L a ) W WWQ W_0 of L_ W J ��0z� z < 2 Y pOOLLJ <jX�pax-Z QUau) () ZQQ w Og OZ0200,0Z >Y_ZLLa.af<H(JOO Z -�WV0A Q�wg�nm¢LL o 0�y 0W tLa 0 �QtL O ZCN Oil- >U)o Ill..: CM O Q M LO J a � rZ � < LO Cri r, Q Co Q }' ZV� Z W W J O O ct CAI CV O CV ti CV O 0 0. 0 0 0 CV 0 N C) CV CV CV C)O O CV CD CV N O CV CD CV (DCV N 0)00 CV O to Cb O A CV 6 CM M 't 0 — 0 CA 0 C) C) — 0 CO 0 C U) '^ L , C)O CV O Ch O It O L0 O CO O 21 r 1` Z Z -ZO uj Wwcf) a--+ 0 V 0 R 0 F_0�a Q Z wIQ � Z� =m0Z (D F- Z O tz W N 00 M a.ZZw 2ZW M W N O<<z 2 V 0- >- W Z Z Sao U OU _o m Z z z W J WS " LAST PLOT DATE >C:) . . Apr. 11, 22 z j J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • 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 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED 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 SHALT- HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads 4As7'-CR�SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12-0B 8F16 OB 8F20-0B 8F24-0B 8F28-0B 8F32-0B 8R8IB 8F12-1B 8F16-1B BFN0IB 8F24-16 8F2&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 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 734 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 3 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 1 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 3 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 12805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1 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 1 315 550 1 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4ftw-4~m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 Wo-W 10-M 8RF14-0B 8RF18 OB * WRE1 00-M 8RF6-1B 8RF10-1B BRF14-IB 8RF18-1B 8RF22-1B 8RF26 iB 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5,-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 1 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 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCA_ST 1% PRFSTRFSSFD U-LINTELS C~ft-4� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 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" C288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C, SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4c^wr-4Is4lM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F121T 8F161T 8F201T BF241T SF28IT 8F321T 8F8-2T 8F12-2T BF16-2T BF20-2T 8F2+2T 8F28.2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 12694 3295 1 3897 4498 929 1492 2093 12694 3295 1 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 14038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 1 552 914 15 118515 1458 15 1732 15 2007 15 530 1 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(15,373 606 14 783 14 962 14 114114 1321 14 428 1 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 4 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") PRcSTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 g 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 (121 754 12 872 12 192 303 500 732 993 8MRS 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 54 112 746 12 166 261 424 616 831 8 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 481 1 654 1 142 230 369 531 713 7 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 629 1 137 221 354 508 681 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 75612 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 4c^wr-4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-lT 8RF10.1T 8RF14-IT 8RF18-1T BRF22-IT 8RF26-IT 8RF30-1T 8RF6.2T 8RF10-2T 8RF14.2T 8RF18.2T RF22-2T F26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 13374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 3935 4594 675 1301 1960 1 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 1 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1 1952 2442 2931 3421 9'-8" (116") PRECAST 395 1 491 931 12 1301 15 1640 15 1980 15 2322 16 395 1 589 1135 1514 1 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 �i Go J2022 um I HEvIEw ASSIST Virtla�! �`'iF It Assist, Inc. virtu . P. u co-np',eted and approved p ;r,� h the 2020 FBC 7th Tu �� Edition by Leu► p n'�e K{ahr 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 > D > P. r D 6 0 0 o O 8F16-1B/1T 8RF14-1B/OT 0 0 e 4 > D � e e 4 > D � e p 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR O O BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR % C.M.U. C (/) J = wzw #5REBAR AT owc J . a ° BOTTOM MIN. (1) a LL U REQ'D aBO o w Ln 16 GAUGE POWERS w o " ° STEEL BOXED j" Q� a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z C.M.U. w z = GROUT Ln `•° #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8' NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP i N N O OF Fi N �[ t1. tt'� C � ��7�7 , Lii 00 ARv v� a o 2� J Nw 1.6 0 z ' 1 W L. %0 c! U co 4i to V -a �° = r� �} 28 _moo g GO Q U r .N w C) L OO E of rn '7W V ^ CTm m .- F- n a W (� W dui uS wp�- wW¢ w�� wgvzw z Q::) -1 0 X'n LUo10, JO Q 1-- acne OZpR00m0zI000qIL�FnW U �' C) U) Z F-zLLw<0 -i �Q�OW�Pwz-wo ¢mow �F-� �wc o -pQz ¢ OQ LL ¢ O C) CN Z w O F-- >U) o M O Q M L0 LL � r w 0- (Y) QU<00 Z F- WwJ0 O A N N O N N 0 O M co O T-- 00 - 0 N 0 N 0 N N N O O N" O O N O N O N O N O N O) CO cA oO O cM r- - N O M M I- 0 O 0 M CD O e- O - 0 0 0 _O N 0 0 crl C3 cM 0 0 u) 0 CO 0 ti CO ♦^ VJ Z Z O O� w0>- W W In Uo-o Q a0wwm LC) ^/��O W H Q af 0 z Haf F-m0Z TZ (�O Z W NM w < Z 0 M _ZZ CM w N Og Iz �-� Q VLnZn Z �- 0 g OV IL m0 1z Z S1 1 w -1 N N W M W C:) LAST PLOT DATE H Apr. 11, 22 z4-j 0 STRUCUTRAL J DETAILS B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (II#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3W 214" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 21-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'41 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'4' 4' -W PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-19' 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 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 &-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 64" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1 1001 979 988 9'4" 81-0" 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.5 355 649 649 489 649 121-0" 101-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" l l'-7' PRECAST (2) No.3 2 No.5 312 570 570 391 570 13'-4" 12'-(P' PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 IN-W 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 114'-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 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 N.R. 357 357 254 352 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. 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. N.R. 22'-0 20' 8" PRESTRESSED 2 () No. 3 (2) 7/16 strand +2 203 203 155 215 No. 5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED 1-f .S► DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/l U] NOMINALWIDTH'•'IL QUANTITY OF 11 BAR NOMINAL HEIGHT I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (I)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (I)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL W 2'-10" 1'-6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9C63 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3C63 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" 81-01 PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 I1'4' 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 17-9' 10.4. PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 17-6" 11'-7' PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'4' 12'Z' PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-W 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14' 8" 13'-4" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 1419 1419 850 1347 2 No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No, 4 17'-4" 16-9' PRESTRESSED (2)No. 3 (2)7/16strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0 18' 8" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 961 961 446 872 2 No. 5 21'-4" 20'-0 PRESTRESSED 2 3 () No. (2) 7/16 strand + 834 834 390 763 2 No.5 (2) 7/16 strand + 22'-0 20' 8" PRESTRESSED 2 () No. 3 720 720 366 716 2 No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BAR AT S-SOLIDLINTEL r LOWER LINTEL CAVIT- [8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##5 (1) U (0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DF &'DF' DETAIL'DG' 3'-8" 7-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2-8" 2-C PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 2'-1a' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 *4' 3-al 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 1 2085 6-8" 5'-4" 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 low 1000 686 %3 8i ► : 0 IM :f. � .a1,"' tip. '• DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P-PLAIN UNTEU QUANTITY OF#5BAR AT 5-SOLIDUNTEL -1 rLOWERLINTELCAVITY [8x 16-P-1 L/ 1 U] NOMINAL WIDTH LQUANIITYOF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U(1)#5L (2)#5U DETAIL'E' DETAIL'F' ETAIL' ' &'F' DETAIL'E' &'F' DETAIL'G' 2'-10" U-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 41-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 1 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5-4" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-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 7'4' 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 81-(1" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 814" f-O" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 74" 8'-W PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 1014" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'4r 10'-W PRECAST (2) No. 3 2 No. 5 992 992 751 1035 17-6" 11'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 13'-4" 12'-tY' PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" -0 14' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 164" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'-4" 18'-(P' PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No. 20'-(P' 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 2 No.5 22' (Y' 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 ZMS DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL -i I LOWER LINTEL CAVITY [8xl L/1IU] NOMINAL W IDTHJ I6-P-1 `QUANTITY OF 15 BAR AT NOMINAL HEIGHT J 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 DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-1Or' 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4' 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4' 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 74" 64' 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" 814y" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 101-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 1014" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 17-0" 101-F PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-7' PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4- 12'-0" PRECAST (2) No. 3 f2l 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 I2 l No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'4T PRESTRESSED (2) No.3 (2) 7/16 strand +2 1774 1774 996 1494 No. 4 17'-4" 164)" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1368 1368 771 1264 No. 19'-4" 18'0 PRESTRESSED (2) No.3 (2) 7/16 strand +2 1084 1084 615 1095 No. 20' 0 18' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1008 1008 573 1048 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 877 501 966 No. 22'-0 20' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 850 850 471 923 No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 • �r Y'`�tY1 t 1 i:X''l DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTIFY OF #5 BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVITY [8xl6-P-1 L/1IU] NOMINALWIDIJ j `QUAMITYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD OAD L UPLIFT SAFE SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #51IIUML SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 31-8" 24" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 1DODO 4'-0 7-8" 74' PRECAST (2) D4.5 WIRE (2) No. 3 4511 1OODO 9686 10000 4'-2' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 N-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-C 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-a- PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6-4" 6-al PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 691 PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DI" DETAIL "DK" TYPE DESIGNATION P-PLAINLINTEL/ rQUANTRYOF#51A1AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTH j LQUANTITYOF#5BAR 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. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A " " 3000 PSI GR*�LD TOP LEG BARS: (PLACED IN(SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32"STIRRUPS AT 4'-0"cc CID(TIED OR WELDED) LnBOTTOM BARS 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) 2" 2" (1) #5 CONTINUOUS REQ'D. M PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc Ln M (TIED OR WELDED) N---BOTTOM BARS SEE SCHEDULE 7 5/8" BEARING OF 8 (WTIH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 TED LOADS FROM THE SAFE OA TABLES B CALCULATING MAXGNER MAY EVALUATE IMUM RESSISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (I)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (I)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-C' 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-7 PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-17' 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 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 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 17-9' 101-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 174' 11'-7' PRECAST 12) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 17-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 17-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 134' PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No, 4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No. 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No. r2;7-0-- (2) 7116 strand + 27-8" PRESTRESSED (2) No. 3 (2) No.5 898 898 481 947 y• . t,Irr TYPE DESIGNATION P-PLAIN LINTEL/ ,••# �••# QUANTITY Of #5 BAR AT -1 .?t�7 S - SOLID LINTEL I LOW ER LINTEL CAVITY I►:, �;• r.;t [8x1 L/1 U] r"•, r f I6-P-1 r�, NOMINALWIDTJ LQUANTRYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY J UC 1 M1L V UC 1 /11L r 1LE I NIL li GRAVITY & UPLIFT SAFE LOADS (PLF) 811x20'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL NTEL STEEL BOTTOM BAR SAFE LAD O P F UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 7- PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 7-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 6054 1OD00 8442 10000 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 1ODDO 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54' 5-9' PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6-4" 6-9' 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 '• Vol ' 4 DETAIL "DL" DETAIL "DM" DETAIL "DN" _ _ Plm gvi forA IT [8x16-P-IL/1i ] w UNIT'2382' - 1ST FLOOR PLAN 1 /8" = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L I 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC DETAIL'DD' 3'-8" 2'-4" 7-17 PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 7-8" 74' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 N-2" 7-1 U' 74' 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 4'4' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-W 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 r-517 8'-4" J= PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 ' 4• DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD SOLID #5(1)LI(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DO' 3' 8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 962D 10000 10000 10000 *-a' 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4-2' 7-1IT 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4-4" 3'-0" 7-8" 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 50" 10000 7066 10000 5'-8" N-V 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'-4" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 81-4" -0 8'" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 28" DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION .-Awl F80%wiv x16-P-IL/1i ] J L L I 1w L� TYPE DESIGNATION 5NTEU QUANTITY -SOLID LINTEL OWER 11 CAVITY AT [8x16-P-1 L/1IU] NOMINAL WIDT`QUANTRY OF#5BAR NOMINAL HEIGHT UPPER UNTEL CAVITY JUN 1 1 z0 x T ^! V , E� ASSIST ITt' L<,-view Assist, Inc. -Zev'ew c_)mp[eted and ape o. CCWIr') 3rj-,e \^lit]; the 2020 FB Edition b, Debra Anil: Klahr PX SAFE W O,R�KIN,GL NLATERAL LOADS (PLF) Total Length g Type 8"x8" PLAIN 9A8" SOLID 2'-10" Precast 2082 9235 3'-C Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 6-9' Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1l'-4" Precast 132 651 12'- 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 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended 0 o J1,7 Ln e O }, 00 LO ?came •per 46 ¢ `•' ' ' - Z .� W ' O W d' 0 Z (A Q) LO K E i 0 OU W L C! Q M� ti } 1. � p �2 r> (n 7C) C } A�E 0 s Y/ � o rnrn V/ 5 E: g N s u�� Q o .N L Q w � E rNi W C) C) a a W W W (' o Tw 0�wri2Z wI- W �QZ w:) 03LC00-10:L Q OZ MO DwaOww¢ tn0R00MOZ U' Z ��nwwWnQpJwQ��aQO �%o�ZwZOW00¢ LL Q00w �I-14 2wa 0 ¢ Y Z oa o 0 s�Q, C) C) N Z W O I- q) ES M O ♦♦)) U) LL IT <w<Lq F- CM r aU<00 Z I•- w w JC) N N O N I rl- I O O 00 00 M CO 'r 00 T- 0 N 0 N 0 N N N O N 0 N 0 N 0 N 0 N 0 N 0 N 0)00 N C) Ln ao r-) ce) 04 N o M M 0 0 O C> O O e- O CO O 7to 0 .N '^ J O O C) O 6 C)Y CV C'7 d' In (: 00 u) Z Z -Zo C)wwv; uJUr- 0 _> ¢ � LO�^ -0 ,, ^^ V/ W W W (- Q z ~m0-2 = N /� _V Z Z j J N 1.1- >-2WW } o M �ZZLL � N OUa}� � Q IF-ZU Z Z ■ ■ Z ¢0 g 0c� 0 z S12 w N N W 00 0 LAST PLOT DATE Apr. 11, 22 z 0 STRUCTURAL _J DETAILS B (LEFT) HURR/C,4 E Mounting Brackets I:1) Gauge +112`x4-1.2 X2-12` $act[ GF053 Support (AAay he cpIT to INI See AnC'16}t SCt1Lrl;t ulle _ Right Bracket (� 6 Vauge) Bolts i r2' C11a. A 325 Gale (TYR') a 4 � asisM e Walhplri Sell -locking Nws e 14 Sglt-nr�l�r� $CifYVS AdC Unit tjC3CCpfi1 Edgy tilrTrlCdll Strap jffirirat 3 in front) 1=ront Cross Support (Wey be cut to W ) Left Bracket (16 Wuge) tl 14 Self -Drilling Screws "ihru Brackets ti Back CrossStippc)rtInto A/C Unit Bottom tide (Typical: 3 cacti side for hurricane otse) saes Jir. ucea�.trs:Irri rr<Ltturuhrt a.: (..,. eet,.i-.-alliuull.i snot -l: ili�C. roared 11tal t Scat thawing avallabtc upon lalgtraw t�Y1 UAW "A appivi t nm YIUIM . MYirMior, 2020 S1nan Vent prudW.. krc CM60W. Sim&. al CMD(inerth aubCalpory: Frowns stir xi-d as a Reeua of ilex Team -tog y Carollanre Meehwh E,aI.s Reseal I— Floods 11*0ri rod ArdnA4ct or a Ucrosird nonda rl. Prad"Itina Ended" Sirxa �marNMlt Mebtt a15A0510 2 Snxerfifent Model 01 5a4511 s &rurfY illerab 111540.52) 4 .5m9HvMt Mode a15401WI • sr -went Moos a154o!I24 e tanercVmt Model 01540570 sa-Znt Mode'', am 540.574 > Sala Aga Vervau Reinfuon 2020 Dr.xel Abtals IK categap" Ra4ng RbCaegon; Metal Roanp C,OlfaBW" Method Ewlaadw Repair from a F 4. R.00..dArches or a LiaofaW FWW Preralonho rngneer, F tsl 7ere4u Prgdtcts Abu Prrdas roan. auM4y sir dame 1 Drexel Memel Rooaip Systems Florida Department of Business & Prot +onai Regulation Building Codes and Standards Product Approval Application Datall t;.0ilx_S& S E a1 wNA Llcrwe Aacneei G.bera rca,mea F Naero F E. L.k, Borden P E {E7ij 441-036a PE-737iE (3m)3Cq 1a00 Ink.Qismanir tit. ram Pmratet Orsaiman Dual Fu,Gta, F iora a rid Ve11Jalim Vwtt Net Function Flood aid *0 nHsea1 VOM Yisuleted Flood Vent a+snsatdd Flpay VMt 1a6saao', Garage 0- Flood Valt Weed wag led FMW Vani 14-51WIl Garage 0- Frond Vent I., I or l ;01311el dins go Nafts "t Y ttamlusid Ell; as.1;1 l alloy M! ttasm. I21i8th2C 1211162020 12r&W20 AF1x i rr- .. - 1771 [rift 12131r023 Yes Yes NA .1001100 1'J312023 Yea Yas NIA 000106 Yes Yes NA 100. tr'0 7M10I 1r2023 Yes Yel NIA t,ou 11C 12t31=23. Y. Yes N1A WA i 23112M23 Yes Yes NA .1C0t 100 I Mi2023 Yes Yas NIA rVA Florida Oepsrtmertt. Business & Profesafonal Regulation Building Codes and Standards Product Approval Application Derail calat of y sped LonAK i Luatnas Jason Shumab, 2a4hrry R POast i0i1um.t. shZi is 1lsarae 1 CE-�a921 jCgmw can Product lirmlloaon ONG IMUS OLIC 150S5, OMC 1156, Ol1C 2005. call SV F.V, air In4rn71 Iota tali Do#eiadm ale 3+erratad IW YYidW IiWlnflti FBC Anargival agauum ada LoCk" Bolden P E OIVIW p20 041119512D20 0ar02020 10413CO20 AFpr OLMMAatSOM9 Aearewdfor Us# AanrolledWlna 1100061 otow ffi1D.!" S 9Gt S .�i01 Erstaw 12f]12025 YM No NA .0+•181 Florida Department of Business & Professional Regulation Pape 2.14 Building Codes and Standards 1`5 tiz- Product Approval Application Detail rt -- Q" ErRaver i Dishe lueredIC. 291 im yeraiixi ManuraclUrat rlo fist Enalneer a Monetyaiiasted er 48 V Ia ted &,IM 4t r� AAaroaal ADarcvad SCOW Recision :)20 Thatrma Tru Corporation va.lasparson Lynd-F Schmidt. P E P.yin J King P E 04n 5f2421 12312020 04r22 12C21 [16n76•:9e A4,praaao Category. Exterior Doom; (mil &43.7828 PE-4. (a59) T67- SubCabegoly. 9wanprig Ed- Door Asaie ibles ryeape-hatherm bu co Compliance MesLort Ev tI bon Report from a m Fbrde Registered Arbnect or a I rcensed F lards Prole6sional Engineer FLIZO488.R6 Producht iMumfvr N ►Urine Pn okollirvAsardance Ablrowd for Use ALUM Aborowad hu Ufa � lmom t Dead n t- 1 ra opaque22 Yes Yea WA Cnmpoeate Edge Fber,91 s Single Deny (I nsWngiOuftavnlr X ronliguradon) 2 b ThennaTru Fabef.Clasew: and Smooth Star Nominee 8aR3R8 Bqurit':rrpact&qult Opaque 12f3l,= r#1 Yes Yee "IA Composite Edge Fberglass Seigle Door mth addae(al Onew rpiOurrVang: XG, OXw OXO cord+gurshons) 3 c. Therma-Tru Fiber-Gass€c and Sm:,oth-Star Nomnai 60Wg s aquot:IrrpacA&quat Opaque Yee Yas NIA Composite Edge F€bLeglaas Double Door wth Or wnhouut Sdelles Snow grOutdtrng, XX or OXXO corsrig<uatlon ) 4 d Therma-Tru Fier -Classic and Smorch-Star NamtssI8BN3ci0 &quotImpact&graat, Opaque 11261=22 Plo Yas Yes WA. Composite Edge F€bergiass Single Dear ONnommalrsts"30.0 a n TNep TryCied -Ch.bZGr BgX.0at'I"Actaqu at Opaque t.f 1(iQ.;.2 NC Yeq aM ''-bl Composite Edge Fbeglass Single poor with 9lfeiee(s) (InevergiOuta rar>5: XO., OX-OXO conllguralons) 6 1 Ttiaerlla-Tru Rbe,-Classc and Shxiom-Star Nominal 6039,0&gWQhnpadIrkuX Opaque 12/31/2022 file Yes Yes WA Composite Edge F1 bergiass Double Door with Oa without Sidelles fiftsim t cAftSwng: X.[or OXXO -rev, aatwn.) g. Theru Tru Faber-CbrssxadSnndh.Sw Nominal %#30.8 &q=Q, mpatltiquot, blazed 12r31 r2022 No Yes Yee NA Composite Edge F.blarglass Single Door i..-ngrD,As g X mnfigu tbn) 8 n Them'm•Tru Fiber -Cristo sine 5n1oQn-tsar Ncanma186A3$&Sq.MlirrpanP3gUo; G3azea 12131=2 pia Yes Yes NIA Conposue Erma Fs herplass Single Door with SiuNle(s) 0n5wr ngr'QAs-ng. XO OX Or OXO wnfgurabpr,$) 9 1. Therma-Tru Fibef-Claasn" Smooth -Saar Nominal 69s39;8 aquae=m&acL4yWt Glazed 12131/2022 No Yes Yes WA Compo ll u, Edge Fberglass Double Ll4or wth ob without Sidelrtes (Irramn910utemng. )O(orOXXC) configurations) 10 iTherma-Tru Fiber -Classic and Smooth -Star Nominal 8&#N.0 aquotl mpictliquot Glazed 12131r2022 W Yes Yes NrA fompos(ta Edge F. ber9lass SrgIs Door (1nswrglddswiig; X cor"aw.11-1 1 7 w Therms-7ru Fibar.C.-Ass a and Sr)oftSW NomMal M439.0 &quotirrpat%quot. Glazed 12f3lr2D22 No Yes Yea WA Composts Edge Fiberglass Style Door vmth Sdote(s) onswriliKkAtimrs XO O.Xor OXO conhiiurebors) 12 t, Thermo-Tru Fiber-Gasate and 9rwosn-Sinn Nwnmal S&a34D &quabmpac#quot; GiWidd 1 rf31 :022 No Yes Yes WA Composite Edge Flbergraes Double Door wth of without SdeliM (Inn minolouhwmia. XX a OM) wnfiliumbons) 13 m Threnrta.•Tru Flbor-Chaser and Smoom•5car Nominal 66MM,V8 &quoterrpacrbqum{ f39azad Wldad 12731(2= No Yas 'ras WA Open Composite Edge Fibemgias_ Single Door )lhmiangPoulswng, X oonfiguratiwt) 14 n. Therma-Tru FtbetZlessi: and Smooth -Star Nominal 6U398 &quotimpacI&gipt Glazed Nodded 12f31=22 rk` YM Yes WA Open Comrxmrte Ernie Ftb" axs 5tngte Door wth Glazed Molded Open SideRW%) (ln9.*xg*ut9Wng XO cX w OXO conlipu+aeans, 15 0. Therma-Tru Fiber -Cis xi; and Smod/t-Star Nominal 8&03P9 &4uoUrrpact&qu1t Glued Nodded 12r11:Xt22 No Des Yes N. Open Composita Ecge Fibergia" Double Door with Or wdloul Glazed Molded Open Sdeliles ilne UBwrig Y1Sor OXXO canTiguraboal 16 p.Thia-7nu Fibar.Cta-and Smooth-Sh., N-,n.1684139,6&q-Q mp.&Aquoz DPequr I231 r,10.2 liar Yes Yaa r•1,A comrosrte Edge Fiberglass Single Door with Molded Open Sdeaws) (Inswangf�"Ititrying. XO OX or OXO aorfiguraaons) 17 q. The Tru riber-Cli six t 4 $rnu 13w Nominal 68M50.0 &.) t;tlntbebtdgW6 OMque 1$IJ172at22 N. Yea Yen WA Canpoete Edge Fi berglass Double Door ,nisi w wftd Glazed Moiled Open Svdelites -=lnsaxr4rQulswwtg XX a )X, Configurations) Florida Department of Business & Professional R4guladon Building Codes and Standards Product Approval Application Detail Pagr r . 1 M IMI s� Each or gip BitGMLlaa= tide nrat Version 1W11ttacturar cortall 6 en aLJcerreyamatdas mAod ralinittexi rat AdllfgYr AM ffiiluk %. am 2020 PGT Industries Jens 9-.ek A.,*Dede DCCO CER lea -bird. ACGO VAL 11)19mw 1 c4&+.n020 t 524JM20 AcWvw J Category: Exrenw Deus 00 11edr ] S-Z990 S+bCategoiy: Sliding triarlrr lkv Aasw+lhYee Irre+rrrarngpytnot Mines e C-91 r.rce MethW: Calil--Ah- Lail a Usnnq ern F LOM R33 At1Qw1e reaelllr AteieMee Aenlom fir tlsa Apareleil fist Use trow �raa ilia L Medal. Mt.m,r , a,= ID HVHZ thiYsa.ffiO3Z R tSlirrll a O5576( L.rg. Marla frrp.C} V"Smang Gas -D.»r OI.H4. p0/ Yas vas YM HIA March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,2o22, As required by Florida Statute 553.842 and Florida Administrathe Code 96-72, 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 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star NON4MPACT) FL20461.1 +67.01-67.0 psf 12/3112022 ThermaTru ;Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/3112022 TherrnaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 f 12/3112022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4114/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31„0-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 ( X7) FL8248.10 +30.01-33. psf 12/31/2023_ Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607r707,727,747,and 847 Single St Pairs of Doors FL11537,1 N/A (see inst sht) 12/31/2025 2e WINDOWS l A. SINGLE HUNG MI Windows and Doors lSehes 185 FL17499.2 +60.0/-60,0 psf 101812023 PGT Series 5500 F L239.2 N/A 7130/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors ISeries 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4130/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Sedes 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/3112023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soft FL16544 R5 +54.2/-54®2 psf 71 0/2023 C. OTHER t 1 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12116/2022 B. UNDERLAYMENTS Tamko for Shingle Roof) 151b Felt Underlayment FL12328 N/A 6129/2023 Plyglass USA. Inc. (for Tile Roof) IPOLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomanco. Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral isle Villa 900 FL7849.27 - FL7849,28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - 171-7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, inc. DMC 100NS. DMC 150SS. DMC 175S, DMC I200S. DEC 5V FL17679.1 +0/-180 12/31/2025 5e SHUTTERS t A. STORM PANELS Global Protection Products lGalvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL?7869.1 N/A 1213112022 as 6. STRUCTURAL I_ COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong-Tle see chart B. TRUSS PLATES ITW Building Components JAlpine Truss Plates FL1999.1 - FL1999.4 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 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, ) APPLICANT SIGNATURE Amro \T�A A A VIRTUAL HF'."EW ASSIST %R 20 dirt -'-.view Assist, Inc. completed and appi tc co - r;? .. ,c 1a^-ith the 2020 FBC Edition b,, Debra Anne Klahr PX2: Florida Department of Business& Professional Regulation Pag4I of Building Codes and Standards IrZ421or Product Approval Appllcation Detail 9292 EJrtltrar 20 20 UstePflndino go DM Von Manufacturer conw Engineer& Llcelne Vaadea pyyatdiftd 3ubmitlad FBC Aooroval Aidisholitexi Re.*,on 2920 Therms-7m Corporetm S*,e Jasperson Lyndon F Sohmdt, P E. Ryan J. King P E. 107r`31.eM 07N 2f2.II20 07t291 WO 10 G20, Ac{sr(>ved c►ta(prr. Ercorwr Doom fS00) 6437(3- PE-43409 Ce13) 767.66G6 SutiCnit"alrY Seupirq Fxwior Door Assembles s)aspasonotnermatru Co Congtlianea McMod. Evalnanon Report from a m riptide Registered Archiect or a Licensed Fbilba ?rofesaional Engineer 1111mar22'3l> NUM c a A Prod uel Model. Number or Name Rn duc4 Daanotion AA'Amvee Cgnoace E:okatlart OisEa tar use In HVHZ RUM Pon Use Outside HYH2 Reveal pressure 1 e.. Ttte4rna-Tru Fber-(0aiss� and Smooth -Star Nominal 8039.8 &QvM111"O&quot Opaque I Wit QU-1 'Yes Yes Yes N€A Comitoate Edge Fiberglau Single Dow (I rsweglOutswng; X configuration) 2 b Thsrma-Tru Fiber -Classic and Smooth-Scv Nominal 8di139.e &,quotlmpau&quot Opaque QJ3112022 Yes Yes Yes WA Compos+te Edge Fibegilass Srng)e Door, wth 5dekxhl 0 s 00utsw:ag. XO. OX or 090 conr9wabons) 3 c. Therms-Tru Filer -Classic and 'SNnooth-Star Nom11112164ILMS &daiQt mpad&qu0t Opaque 12f31 f2022 Yes Y� Yes WA Comp,We Edge Fiberglass Double poor Wth or I,xor.et 9ateirres (hnasxngrOiai:erttla, XK - OXXO configurations) 4 d. Therma-Tru F'ber•Clainue and Smooth -Star Nomina l FASW 0 aguor,lnxpad&quot Opaque 12f31r2(122 Yes Yee Yea WA Composite Edge Fbergion Srnlse Door 0 nten hgronwrrq, X co1 51raian) 5 aTharma-Tru FWa Classic and Smooth -.Far Nominal aillimoiliquatimpact6quot Opaque 121`31f= Yea Yes Yat WA Compoerro Edge Fiberglass Single Dow with Sdeke(s) OmwnHOittswing- XO, OX or OXO conhpurabons) 6 f Therma-Tru FlbeuClassic and SrrorAnStar iNnmins18as99:08gL,lt lr:padaqud. Opaque IZF31QOM Yes Yea Yes WA Composts Edge Fiberglase Double Cow with or ilrhmt Avlelinw (4emirrgXS€muinD, XX or OXXO uwrhgurahol.) T g.. TMrma.Tru Filler.C3asdoc and smooln-Star NomingI 6&M,,8 S,q(ot;lmpact&qugt Glazed I V31d2022 Yes Yee Yes WA Co -poste Edge Fiberglass, Single Dow 0 nawegtOutsw rig; X Wrfiguraaan) 8 h. Thdhw-Tru Fiber-Clsssic and SmDolhStsr INominal6&JMa1&WA;tlmp.u&quot Glazed 1Wl M22 Yea Yes Yes WA Composite Edge Frberylaws Single Door mth Sldishi(s) prwwngX3utsWng; XO, OX or OXC calROwalons) 9 1 Therms-Tru Ftber-Classic and Smooth -Stet Nominal 0aa398 &xantlmparza quit- Glazed 12f317X)22 Yes Yes Yes WA Composite EdJa Fibepladide Double Door WM or ratdrout Sedelltea (btthw:,grOcAaV.lrg, XX or OXXO dmlrgwalians) 10 ) Them/a-Tru Fier -Classic and Smooth -Star Nominal "*V 0 SquMlmpaerilquet, Glazed 121312D22 Yea Yea Yea WA Compoens Edge Fibergless Single poor (In"rq)Ouls ens; X confgurart on) 11 kTherms-Tru Pibar.Llaecic and Srrboth-StV Nomrnal UM.. 0 aquctlmped&quat Glazed 12'31=2 Yes Yea Yes WA Composite Edge FiLerglass Single Door with Sdelte(s) Onsw4ng+Oura amg, )67. OX or OXO conhgurabons) 12 1. Th da- Tru Fiber -Cassia and Snrwth-gar Nominal Sda39.0 Suvot bnpact&quot Glued 12r31r= Yes Yar, Yes WA Composite Edge Frbetglase Double Dow wth or without Sidelites (InsimigirOutpmeall XX or WO(O corAguragons) 13 m Tneany-iru FlUer-f.1asLC and ShmOonsSTi1 Nominal b&XW5 aquct;empid&g401, Opaque 12f3172U1« Yee Yes Yea WA Composite Edge Frteogtass Single Door with &qudtNm-Impad&quot: Sidelfit(s) ItlrvsWnglOulsi5ulfi; XO: OX of OXO coMig orations) 14 n Therma-Tru Fiter.Olasse and emoolf.Star Nominal 6&M,,8 &quoOmpact&quot Opaque R:731/2022 Yas Yes Yes WA Composite Edge Fiberglas Doaddle Door wth SgwtNon-IrtpaOt&quota Siieir es (InsesrkWOu1sW ng: OXXO ronhgoratbn) 15 o Therm--Tru Fiber -Classic and Sirrooth•31ar Nominal 8&i13R 08gwt Impart&quot Opaque 12/31 r20212 Yea Yea Yes WA Composite Edge Frbeiglarm Single Door with SquotNon-Mrpaa&qugY, SaMrti(s) (Insimng/Outswmg; XO OX or OXO oon(ig uratbns) 16 p. TtlerrrlD-Tiu Fsder-Gisssb and Sn1Dom-Sinn Nommal 999%) 0 &gLWmpact&qugt Opaque 123I=2 Yes Yes Yes WA Composite Edge Fbergtess Double Ltiaor vah aquotNon-lirpacigWol: Sdehtes (I nswing(OutsW rg; OXXO tanrgurason4 17 q- Yhaxxr. ..rru r ber•Ciassin and Smooth -Star Nominal d1sm'8&lw(twsn-rmPactaquoF Open- 12+31 /2Cr27 Yes Yes, No WA Composts Edge Fberglam Single Door Onswrg10uldi~Q; X confguraLon) 18 r Thermm•T nu FAter•Claassic and; N-Star Nam-RIMff3Re SquotNon-ImixecAquot: Opaque 1201 r2022 Yes Yea No WA Composite Edge Fiberglass Single Door suds SidMte(s) {lnewngrOablAng, )Q, OX or OXO conflgurafwns) 19 sTherms-Tit; Fiber-Cralase and SmoosFSar Nominal 8&R94r,8 squat Non-Impact&qud; Opaque 12131r2D22 Yes Yes No WA Composite Edge Fiberglass Owble Door wRh or MthaR Socialites (hrsM 0uuV0n,l XX or OXXO coetnquratlona) 20 t Therma-Tru Fber•Ciassb aid Srr+ootlt-Star Nominal 8&M..0 BlquoL1oDn•Imps dd3,quM Opaque I21311'2022 Yes Yes No WA Composts Edge Fiberglass Single Door (InaW rlg/Ou4,,rns; X co t-sra-) 21 uTb«n TruFiver-Cweak. end 3ttz,0dm-Gw Nomelal b&#V,, 084uX Namimpa a$qu:C Opaque 12/Jif2= Yea Yes. Na WA Composite Edge Fbpvgiw Simple poor with Sideirl (s) (lnaw nrYOuteasno, XO. OX or OXO conflawadlonsi 22 a-Therms-Tiu Fiber-Gassic and 9a+ooM-Sbr Nomma18ab39,0&quotNwl- Irepodaquot Opaque lmll2D22 Yp Yes No WA Composte Edge Fiberglass Double Door Win or without Sdelrtes ItllsvdrytOubeYdng, XX or OXXO rnnhigtlrxeinnsl 23 Therma-Tru Fiber<Classic and SlTouth-Star Nominal e&M, 8 rquMNor:• Irryad&quoC Glee ad 12M1.I^0122 Yes Yea No -&A Composite Eta Fiberglass Single poor n o"noloul6wap. X cvrrf gurabpn) 24 XThenral-Tru Fiber-Ciassrs and Smooth -Star Nominal UJW..8&quotNorrlmpectaquot Glazed 1213112tL-- Yes Yes No NfA Comprises, Edge Rbeiglasa Single Door wrth Srde(te(s) 0nswinglOulsv.ig; XO OX a OXO configurations) 25 y_Thermal -Tru Flber-Clawc at" Smooth-Sbr Nominal 6aa39,8&quotNon-Inpaci&quol; Gloated 12031Y1022 Yes Yes No WA COmpgBne Edge Fiberglass Doubt. Door rim or wmout Sdelit" (Iniesti ou avang; XX w OXXO conflgur"onsl 28 x- TherNw-Tru Rbar-GkassiC and SmoMM6Nr Nominal dW39;05quotNo». IrridadagUot, Glee 12131 CM2 Yes Yes No WA Cgmpgmue Edge Fiberglass Slagle Door Onaw4ngi`Outswig, X corefiouration) 27 za.Thermal-TNFbet-OpisaCant! Smooth -Star Nominal 6039;03ovotNon-Invad&ouotGlazed 13t31= Yea Yw No WA Composite Edge F berrglass Single Door with SkieHa(s) onawr,gF'OLdawnp; X0, OX or OXO configurations) 28 zb Thernm-Tru FixrGlara+c and SmocthSlar Nominal BddK#9;0&quathYx trlpedaqupt Glazed 12r310022 Yes 'yes No WA Composite Edga Rbergia sa Doubts Door Win or without Sdeloes (Irad ngfOUMa ng; XX Or OXXO 0on4ipuns"Ons) nJ11aN'trrli 5444 - ReN- 21120 MI Writ era arm Doors caarelw. ExrMor Doors tariGUpury: Slid ap Eewna Door Araernhnas COOV116-40 a4 MOM EYallaim Ration som a Florida Repaterrd.yNiae6 a a Ucaned Hord. FLet SSS24ill Frolasslann er,gt,elr, todi,d4 last Product Model Notable a Name : -SERIES 420ALVMNUM6 2 SERIES 420ALLMNIIM SIM SERIES 426ALLIAMNUN $GO REIWORCEO ♦ SERIES 420 ALUMINU M-0 REINFORCED SERIES 420,OLLIMNUM SCUD REINFORCECi MW Yrlindri Manufacturer RavHwi 2924 W.;• Drak^. diusim F0-m Dud Oomr C:orpoieaw Oalao.w. Erdorta Dazes sutacaegnry:.Sew,,nOl Ealealor Doan AssaNWles Coxing J rings• EVaivat n Report frdn a Florida Registered ffchliect or a Uomsed Floods Prdesskeei Enor,w, r pwtrsRZa R oa.ds �gl Prprluat rodeL trarber a Nanw 3 66(11BiDCrSi00741105 t0 8000410011200 r1123 I W041046200 a1124 "low.*a Se4L mm V-- Reulupn 20M Contest DWiaan of AADO. laic. cr4om: Lvenor woos "Cagbry: Encnor Dal Compommis canpilsice ishro R C allikaon lelk a Lisdng r r1'I ta}7.Ra Prmuds Allot' 1 157, 7PT, sod 447 St and Pair, d Dawn mm Re scan 2026 Ml Wndoxs and Doers calagaw. VIII swKetagory: Slrt¢a Hung Cetrpllarav Method: Cacti won lam a tiong £gC RedNCt Media. IlusbM ix Noma Ia5 ref Florida Dat artmertt of Business & Proliessional Regulation Building Codes and Sffindards Product Approval Application Oet" cearyg 91a.Mt &Mt shipitt Lae R015MO Lents Siren M Urtch. PE (717)385-2300 PE-�514 i777)31t-8454 bslahgerQmlwd.Cwn Pall., d2 16=1 Pri 20 an* werMw NIM YillgirYban= LAQAGO= aamum tuft 10416i2020 10r0812020 10n41020 121,512E-10 "died $SAILDirstarlidders 9UdM AeeY AWd Sam Amiw.d fw U1e Aamaiv4t iw Uri KM surreal 2nku SERIES 420 ALUMINUM SGD OXO 12/312024 lalllQlt:outside Ne Yea Restated No lartsnrry WA gay IxI AFINFnR,1.M SERIES 420 ALUMINUM SGD OX XO. XX 12r311=4 No Yas No N+A aaaWW.raOdqud HON.REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12rM20241 No Yes r1lo WA USY46qu a:Y68A.gad u3r RIES 420 ALUMNUM S00 REMSORCEO OX. 1WI2024 No Yes No WA XO. XX96squai°36&q.d; SERIES 420 AWKNUM$00 REEIFORCED XXX 1213100244 No Yes No N/A 1438quall:0eACAM, Florida Deptiftment of Butoress & Professional Reealadon Building Codes and Standards Product Approval AppdcatbtT Detail pope 1 d1 Ier2011 l �a flysildae0 a y f el� s am D-W. Xasish srhn P. Scales .tenicy P. Arai oca. P E 1 W Vllo20 OW20r202O tid'S120X) 12it"20 Ap9 "d (330763-0121 PE-51737 (904)821.3200 aloiruateQrvarneoaRm c iNn 93139 Maxidlill, I"Mil;max hoot Cdadng 12F31dr'023 rW net Yes a31001.35.00 AVatettle in tee 01Intamemaa Sod& 18&W M4x WIM. 14rR U Max harght. ollaang I M11A923 ror Yet Yes ^ XIWI-3353 avaltatat in top or rntemwoate sedica. 15"M Max mldh 146M Max height , Glazing IWV2023 up Yes Yes •344CJ-1630 awlebe ion top or ntaanwtlntF t4dba. Florklat Departittent of Business & Professional Reguiadlon Pee 1 of 1 Building Codes and Standards 1151=1 Product Approval Application DetailI Control lEaniHYg & Llsnr Y�aMted d Ton Ranury UL LLC Troy Bishop. P.E. (aa1)4as •ltlla Iy34l ie4fiYbep Tan.ralteygaeee able/. ca tit! tint 20 Psatdm j1,(, y ilk= flsOAm ut A,--d a�tilli 1711 W20-V 12A1202.0 1MIM20 Apprped Quality AswraLce Angrowdner Use AWO"d to Un tnDK ctslw P1.0.1 0-lmmn Sd�afraataY�a In.HvRZ Ratmot treasure :fish. Glazed. and Lovvarsd sangle and pairs or l ZOMa25 Par Yet Yes NVA. header metal doors. Florida Department of Business & Professional Regulation Pane t a 2 Building codes and Standards 115=1 Product Approval Application call t4sh w. Owe Oea rota Mtem Ws C t OLlCiimt Yl Bet Y;.idam MUM FBC Avoa ma Asgrgyp � &eniSairiga ,American Architectural 31~M(Msh PE I1i1'rcvx ilmIrmn IIrzl` 120 APtxoioed t7t T)365-330C Menafectaren AssorJ.tion (711)311.8454 hsit4ngx®m:11 tom auMev Asvrtnca Aauaved 1y use Amravrd tar Use b.Dw posiw PreeJxl CetMetloh Soria'at Elalrrlon Dee In HYNI outdo HYNZ Resistant S2172 FmFRengF Frs" IQ1SG Single Hung IURl9T.023 No Yes No ++,tow L.milerW Glee, N N r- tin (u ill Q 0 . a U) �--a cn U '0 .Q Q O .� Q O LL An N L Q Z Z W J W z co CU 0 > L 0L }i L) Z3 0 W o t_IJ �t Z Q t- SHEET NO. PA 1.0. W Florida Department of Business & Professional Regulation P eg Fa Ee 3 9 W Regulating, Florida ilia ntrig t of Bustriess A Professional R ulatinnPeter pr2:: - : Fhprida Department of Business d Profassionai Regulation pap 1 or, Florida Dapaftrtlort of Business d Prafessiaf>ei Regulation v.w r late (� Building Codes and Standards lnsru 3uilding Codes and Standares , ': :t BuNn Codes and Standards g 161=1 Building Codes and Standards +15rsg, � O � � �a Product Approval Appil-mtlon Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L L_ 0 Q,� O Ft Ri61.R7 O EMft or 2a 2kk Gatti Pendlrld M CL T.IMY lfaT3fa1 Manuapturer Conlayt Engineer' & Lkeense validated 8r FBC ARoroval Approved Status1ialY, 21ia 2ts C2t4 Tkal trials, 43'Lt .Htf. PK* P"Dg ➢tat 1244 mm Y-- monLiftebuyna C'i1�'L4L 9amald LM902KAIAN= vrweru Ek gllf 2" Gat PerNtna Pitt idwom ateloombed vacle-ovr LsmalMt •� /1 Rare- 2020 7hwTeo_Tna Corpororbon Steve lbsiperean LvndalF Schmidt PE Fcy-anJ King PE 10117?'2G21 0gola rY.'9 10,130121 12/1512021 AW-Pi rllfy-tuff ffi6 Y -•ll-W yet at8[I0,11 Asl Va 'DEL MoMvrT LW Carl act kndnarA L/cnv VAOAWIh Vallidatod 96011ANdlad PAC Aarrs1t Auguillgill StA- Reasbn 21120 MI Ondocsand Dagrs WsmSlinger Ameerrn plsWa �J �/� � <LJ Cat O .Exterlgr Dborb 800843-7628 PE-43409 (813767-11ra55 M 7 ( ) ) subcalsgory.81N19gingE[teriorD`fprAsFernblres 8pT°{BfYfl�thermahu:O Amnlww "2101.J PGT lna.�s C«rgmYMAn}7-a Jens R.-.,k Meni�thd<BCGo ore Wv -r!¢de 9G;.G-'VA& (941)4p5.91100 ("rIF)313.2"ch1 Iiin. fh!113 11n:1yd,N)21:1 99,1FLlr'z Alt'-1 R__ XA 311 Wlrld,wly®in Earxs C2'egAy`srMiF}Trt. BrPml lunuer A;nen:an kCtine<taral "ze,TnM tYi:n PE :7i1 3 i9© M•nuhc,ur«sAsw'lattlon irl7)39r.8iy T;afii�020 1CWer2G;v ;ir Faml0 AppoPod LY<QOIj:WRAJ9MS Arinlitaiurre Si-Y dricn-PF t71912Gi-33tip Mrn4brNrersAitfCl/eOn f'9t)�94Ba°�4 tIf12002D 11Y2`✓020 19f2M_OPO App-bad � � � ♦1i V / Compliance MoMod: Evaivai Report trorr, a in Soloco owry=- ,lie Hung Irr9arfkiQgAjnr}y1a1<s.0 aKn $at Aegory. HuLl-Al rAld" t Pnnge {DT1»- i- ffi ot." er Fired Cnrrplla,ee Method Carbil-t an Mah cr Losing blmolprdjmHM-(affll � Fbroa Registered Archeact or a Licensed Florda compliance Mdnib= Cir rfl .doi1 hhiv n< List i v CuMpitle. MS+hcxC Crod, :eir Mark ,r L111n0 Professional Ervgmeer FIt2n-112a1ir FLe13337-Ri Wu .Cls F LM SSLaR1. ItaeJalt L1RDa51-RTProductsourev Products Arlwaeea A29LUKtd fa Usti AOe,and ra Use Ynasa Door Quality Asourarre< Approved Far Use Achieved far use, )fipg1 omiw amomMA2swm ammodItLun 8Oi°mafor LM' aOarGl 2k= O /�� O y� t2Uallty ArrauranOe Approved for Use Agpro W for Uoe � ( irli r---_ tto ProrexT MoOM. Nurbr M NaIM R4MUCr Glettlb[lan E,orKtxl GAIT e�tl_m Qata y, XV}f2 Qy,l[1j411 lit SRR giant ResnAtr. JAL! wod:,d NOW Msnn« rr Nams Weave[ oe uicAio�i caeram e.atalvl aato .n Hv1 Z+ O:triw Nykz o � glflk ROpurFModY NuabM a NLnM fSodllet PMUiD O Ca*w E"dw Pine Ipm_Yl}j WIWI, HIM ate erg � O LL 8>'E> • t Product ModY. Nun ber or Name Product Description Contract EI[UrraUon Date to HVNZ Outside NVIQ Rasstant Pr�-sur€ 2 SN5S00 �;arye Wssle Mpar�) Vn)F RNI. Nupg NAM- 07.>ji12025 es Y<s rs "L'A I .+S F'- -d Fsrg<f- "A"_ - led ides p27 a,�E'!i'i we Yr, No .S3/35 1 las pal ^s x 72 tnsuhsed G,Ims 4>i�ir1023 No Yes No -Wigs 1 a Thenro-Tw Fber Class,, end Sr .h- Nommai 603e,8&gtxx rail-lr;paa7. &gutX quc !231r21Y2 'fa Yes FY+ NIA � O 0 4_ Commodes "a Fberg law lice tglo Door ♦� 2 b. Themra-Ttu Fiber Classic and S"otn-Sat nswryKh,ldv"mg. X ttrnFiguratloel} Nominal 8&;M3$,6 &qUo Non -ire acl$qutK Opaque 12,+31'.^{G.�1 NO Yea No NJA v J L_ Compost E4ge Fibs rg lose Single Drror with ^ , VJ Sdolibl r1nt+Mnritto bNAng- XL), OX 0k0 ) a oonfiguratarns) • Jr� N/to 3 C.Therms-TN FlatvClasiip and Smpoth-Rai Nommei8&l11130:3 MUM Not:-1n-ligotti Opaque 12/32FX1.^:. No Yea No NiA r� y � �� .�J Fiberglass C eriposdo Edge Double Door wee or wlthoiut Sillohnee (I Vbvr1(y"Oulsv4 mg, )Xo OXXO `✓ �"v oontguraeons) 4 d Thome-Tru Fiber-Clwscarn:Sr-oth.,9m Nomiuml7 06rqui:t Non-Impaca&quot Opaque 12r3112022 No Yes No NJA. Composia Edge Flrerq tans snglo Ooor 5 a. 7herrrm-T ru Fiber-Gassle mid Soo Stan pniwryaaDiltivsklq; X canNgw*tkxls IVaminal T:&a39,0 Aquot, Nan-lryVac1&Cy.M Opaque 12r31J2022 NO Yes rW3 NJA Composite Edge FibNergloss Single 5ero with Sloe iib isS (lnewsirlf}ICiuhaysirrg; M. OX a OXO wilinguralbnsl f Therrla-Tru Fiber -Classic and Spniii ar Naninal 8&.e39;08rqu0t;N0n-Jmpap3qu0t Opaque /2/$1/2022 No Yes ra NIA Florida Deparlinent of Bodiless & Professional Regulation o .+ a+ Florida ❑epaitniont of Business & Professional Regulation pace., <r, Florida Department a Business & Professional Regulation p ge 1 d+ Cc -polite Edge Fterglars Single Door BUi ing tildes and Standards i..=zv:1 Building Codes arid Standards 1.9r2021 Building Codes and Standards Inn -met (Imaning(Ourtsvr»p Xobrllgnoom ) 7 g. Therm-Tru Fibr-Clgasac and th Star Normal Bras99;0 dquaCNr2r: ImPac{8e,;iok Opaque 1213i J= rb Yes rlo WA Composite Edge Fbagiveg Yiagie Door with Product Approval Application Delta Product Approval Application Detail Product Approval Application Dail Sbalrlt(e) (irlsn+ryt e4 ,fling. X3 'OX or OXO -. - - - - conhgurancnsl h. Thernlai FIber-Classic and 'w, with -Star rJpnnal 8&p39.O 8quat)i.°ra!ipaMAqu t Opaque 12n112Ci"2 No Yes No NIA t F1,0115323i3 nj2lhTft12- Composite Edge Fibralagi Double Door Win or Sr4lY rmiiLac 21(e 21te I}a• Prrdrva St/t S End n. 17ua Ali! Uate Ptrrdre S Wirsort Sidontea ll nsN"igtroutsivi . AX or OXXC min Vim Mi rrfa�l.r« wag Creature & Livens• Vdrdr.d Fir Validated FaC Ai amYil aw"Wd e�'Lp: TAM Ygyiyg Yanureliunr curtag Endax« a Lions, VagdrfrJ Fk Va/iyB,�a.ate�d.r livignittly � F&C Awrt.d {..�,�,�,� l�qm �Y version�0: Contact vyy�� y IDMitu31imm1 O�r.�,.� G� j!C Augment l��I mnhgurations) i'lie fifiQ '•^ Y YB(E�! Io.aWii >ilifiiY iE16tE 8 i, Therrna-T ru Fiber-Ctdssue ars3 Soxath-Slat Normnal $9039.8 41quotN9n-1m hqurA Glued 12I31/M2 h10 Yes No NfA Aft#" II 2020 PGT i"rsbnes Jens Rnsowtin 1Aamt•D¢ae BCCO - CER hill -Dida OC _G l'AL ipy,:,,,Q_, 11 irfW20,N) 31H AfA1;J Art-,oi Rosman 3):0 N- to -ord Dm R ant r3i Lvis R Ltrrui. GE Pit— M t4[. ^.. F& iCACIRI:Y::i1 1:yyg120'„"0 10119011M 121iSt21120 AW-W Ma11arob 29> PGT N»W101K Jets Ro-in 1A.M.Oade OCCD" CFq Aa¢m60ade Woo • VAL I1R5M.10 11n i3211 11111rA20 "abed ComposeteEdge Fiberglass Single Door capolit :nm,d.ws 1a411•te-a10o (Teo)3ri-21017 ;:asgiai .,dm-'s ;T17)W,3307 RE-e2314 ,71T3717-iii cbpary:W.,blas (341)488.0100 (76M315.25N (lis*Mnp(O,fowatg, XconFgulation) &UlCdrsgrYry. Fh.d iroxawafp(Ipgand+amatp subciti gri,Asia., bartklger�`.F:ra.l-et?PLI aWCahOory' MuiKos iCSDYMkIQpja11d.19mEe.0 10 } Therrna-Tru Fiber -Classic and Smootrr.3mt Nominal seat &quoY Non-1mPact&qukt, GLazCNf 12/e.,112022 Composite Edge Flbsgl Single noor With rVU Yes No MIA C«rprlarlu MaB.pd: Cmp3eab. Mamk « Usdn3 cKn corv;lNee 11.11i E"Nalicn RiipeN fan a ,r^odds RedltEred Arehllat We Liven sad Flask Conpit+ania MrhWi C"Weibeia Mars a hang all Sidelthwi (I nrwltglOuttaving; XO, OX or OXO I .Ag4 Roruds to r.es-al Engineer FLAM.A13 Raducn oonfiguranpnsl 11 kTherma-TrvFi'ber-aiii%,4Srmr7lh'�3tar Nornrml04039ASquaLNon-impecAquo,Glued 12131+'2022 rwi Yes No Pits audev A<«r FUMS'�'-•,.Allibrmy $gftAs#Mft Anora>wr,um (lggCovall.1nit8 ia!!rd 211= GXnpud;he Edge Flbergl� Double Door with w Risdrsl YadN. Number or nova Product propnotor, Crmra.l E,miralias4de in HVHZ ggbsiall 1 ':six IMP Product lsudr, *A*a or Mama loviduct Description cwum Cord" DYe I81tYl1Z out" NVFQ RmhM logivighurrif v4a,out9tdelftae(Inoair+grDiJarling_. 1LX or OX)(L't 1 PIFF3320 ,Lange Missile impiKii 'vlrry! Fined Wrdo'a did3 M21 Yes Yes r9,IA Achieved to tau Amayad nr use Imp➢41 t�l 1 Mulmsitt Alf Deca9 Dad MYindova AUmiIWm Maaaa O5J28f'020 Yes Yee Yw MIA con&inat liens) $Mid Ft�usl Molar-Famnr or Fmm. Praare?i7swlmon c.-'srx9 �..a¢tlo, par• ,ram gp f�rM g Eaaygffi 12 I.Therms-Tru Fiber-Cdassae aeK95m�th-Star rJunrlal7aN3g:O 8quaCfdnm9mr+act8quct Gkzad 11f3112022 F}p Vas No NIA �r- 2 r84 V«tcel Aluminum Mohan t.,_tJ2023 No Yea Yes WA Composite, Edge F1ilWiwoN Single Door (IrlsMnyO,rCsseiiii Awrilgurotian) 13 mT o-Tru Fiect-Gasait and Smootn-ii Nominal 7&1r3g;0dq..tNan-Impxt&q:ui Glued 12)3112022 Compclaile Edge Fiberglass Single Daw bras No YEa No NIA Sidektii (Inawrp/Q4sxNng; X0 OX or OXO configurations) 14 n Them'oi FinenCYaqie and SFnooth•Sbar Nominal 8&a1311 a rquot,Non-impaUa:gLrc7G Glazed IM1 re= Nb Yes r40 N/A Gompo.ate Edge riborwaie single Door OF&MftWUMt AV. X COnflgrl,eben) 15 0. Tharonw7ru Fiber-Cleos,c and Smooth -Star Nwnnal 811ia3g;04lquothlon-ImpacdquOL Glued 12Pl1= No Yes No N/A Composiu Edge Fiberglass Single Door Ked1 SodeOee(s) 0nswrlg/Osdswmg XO. OXa OXO Florida Departrnentof Business d Professional Regulation Tsai 1 a1 Florida Department of Business & Professional Regulation P.w I d2 Floridaa9paranent of BLlginesB & Profesgiorr� Regulation Paw , 18 P Therrra-Tru Fib e-Clsssic anti Sr rite -Star configurations) Nomnal8&X39;0 &quotNon-lmpaddrgwt Gli 1=112022 P40 Yes No NPR Building Codas aril Standards Ia.,u': Ektilding Codes and Standards 1r�'+, Building Codes and Standards d2 F+aw21 Composite Edge Fiberglass Doubts Door with or vAloul 6idelites 0nslnnyOut3nkng; XX or OXXO Product Approval Application Detail Product Approval Application Oeffit1 Product Approval Application Detail oonfagutationa) 17 cl Thermo-Tru Fibs Classic and &,with -Star Nominal 63#30.8 11quaLtJOn-Fmpad,&quot Opaque 126112022 tJ0 Yss No i - - full U1245 Composite Edge Fiberglass single Door wed, Transom (Ininwt+gKxLaeMng, OrX carfiauralXXit SAUINA_ - 18 r, Therma-Tru Floor-Claceic and Smooth -Star Nomnald 69#39.8 &quotNon-I mpa (Bute Opaque 12/31=2 No Yrro No NIA Entln a [alp ;hW p,'aa,_ ho" DU SS* ar m[ gist ants gallblualls 2glS laid Entreat :J�a ytf Dam Penis= gas ComposiMa Edge Fiberglam Single Door was 9dalitr(s) rand Tranaam (Irrwir j�utsvarg, GtXD OrOX or 04OX0 configurational T i �1]IfEl Rnision 2020 Jamrd HWjio Buts3nP PrQoN4t". lnc. �iMii i 6�4 ice$ Chad o«cis V Andre'sr Ten Jon F Southard, RE FBG A-runer J aBWS DtXlbr2o.', Jn eSC Ay fir: p 'vac V•'ra raaa.srr RM"� A� End, -A Lreen•ryoildalyd ev flies Th „-�,ar€ llnds+F 6.-hmltl PE. RymJ Kmg, PF ,jAU" FOC Anorevr a1"all OW512021 02fl YX21 02722rX2t 04t13M21 Approved ]light Variigp Rovssrrn 2020 111WHOOKK GM rllat$fi bmbtc&Llomm VaNK40 edam eel *.,ern Rirprr taeminin ud,n W. Nn.aassdl, PE Validated &hMKW FACAppaind Ago �igg 08G62010 06it21rA20 t01D7r8020 121111 Arlprmed ig Therma-Tru Fiber -Classic and Srm70fh-Star Nominal 6&M39s&quct Non-lmpac78quct due 12/3112%322 No Yes Ni. NIA Cagliari Pan" mots 10091145.63M Pe-811i :3%Z, "'dr.2Sie Cal g.ry: P . wnlx ;130Yam- z05 P&43404 rdlT rG?LSsz Gaeeeera: Rawng Only, 7064+11 Ffif�30100 (e54)7T3-0z24 a Compoeft Edge Fiberglass Single Door .01 subcapoli : iJ Chad dierdksktjameend &cticartsiJurr= == s nli±anc+ P< srJ. =con aWcaln ry A-Vinst ana val mslitAQpsf.cOm Siaelde(s) (Int+m,900urtai_ X3, OX or OXO Compliance IM+.t+c4 E. rat tan Rcco11 sum a e eu'n Comae- + * ft~ .1*.slien Report horn a CWrWi reeMOM+ d: 5inivaian hoped Door a Continuous Head orb Se r1,�34ur ) "Ctlde Ro«eFerrd Ar"14r%t pro LlCmisad Fia,44 Fantle a ,i or a Licensed Fl,nda Honda Registered Arfirma a a Lleenstd Fbnda 20 t Themq-TMa Rlsor-Classic and Sm0i59b5ffir Naming 1890380 &quaeNdn-irepodt!i Opaque 1 _213U 2722 No Yet No NIA F cressnnr t^:f n P,," Fad:.Eer Prokook W Emenrror, Comports Edge Fiberglass Single Door war Sldiot a i.) Qnsvlaig utnvnp: XO, COX or OXO FUM31924 0 ►rodudt FLPIS272-RS Prpmtd4 FLM3124.R2e Ptoduc e Continucus 4med and Sell eorlr)gura0or15) Qually A51Prai Apprewd fw Use Atvrsved ra Una gT 1 4udAv Al.atarKY. Argued for Use Approved fw Oars lmpAy azdw Quality Assume" Approved for Use Apprdstd for Uae !E&1ti pedw u Tne,ma Tru Fiber-CussN: and SrtK"ctn-Star Giw�ed 12131i 2JZ2 Nompoidia s NO yes No NIA sets q•oatKl Modal "Whop W Nan" Pr«Yt; P9sangdo Cantrell Er tit exi t) livnz Outside NVNZ a la Feist- 9- s W_ header.W fir x War P dueur Gasc_rioy. Cocoon FsNrai li a, HYN[ Ou_ni de HVHZ Rasaa>Y Pr•-r. � Rodre't YpdLL MrrMw a Natrr In li oulsidr HVHZ Edge Fiberq:N w9lacs8. al w Compo611e Edge F!P:BrglaJa Satgle i)Ool ,anU1 Sldatae(s){ina'Mn�{011tsWrYg'XO, OX a OXO , Corpl.ni Loy ';d g Ebel' -cement lop siding Z`5IMf`'_ Ye Y,- N'A NIA s 1 a 8o7aa 7� run ysht Veer .:t1-a urtyl 9rfa %.'39 '": Pit Yes alb t{!A Ca0.%AWraARihY:Shfngtes F'Cgg.si raiMdnO SHte.Irlsnrra. 3-I.b.na 177ser10:2 fb Yes NIA WA Continuous Hoad and Sill configurations) 2 lr•r4•Fhnk la¢� Siding fax-xmr.t Is sibbi .,'14i n^_3 Yea : e_ .._ .. WA 2 a azg,a:.kw:lce T+.bgwd, Ga1ft r C nyt x1a .:3n a0.3 '- - ''Y rq Taa Pica , lib nipA"aw erPMh.ningN:a v. Therrra-Tine Firer C'Iasaicand 5rlm.mtf `ref Nomina188d139:0&grrct,Non-Irrgacl8quot GlazO i1l31f2022 No Yes No NIA 3. S ra.nor•i: 'snYaly": 8esdaa47Jsl. scift ..: or 5rlid Vinyl SNiC 12i311202.a Nn rt€- Na N.A Composite Edge Ftzrg3a9s Single foot ttRh 'F d l a.LPSagrd C3dRt Vent or Sdid Vr'i Z 11-12I 722 N. 'Y.. IMP WA Sidslla(S) (I nawk,gnOulaWng; XO, OX or OXO e Aayr.Y: il. 3.1&urri Elam Vint -dia a'rya Wit 1.£'31.r: �:'3 rb Yes N. N/A Continuous Head and Sit torrNgarationsj e ,Sq, f:S++rw SFnn&uGw±.: SuNit 'tin for Said Wary".,'::era 2:-`bti"1M.td nka Yea N. MIA 23 w TtromtaTw FlberLlassc and cda-.stair Nominal 6&N39,8 ihquot;Non-Inlpad&quot Opaque 12/3V2022 No Yes No NA Composite Edge Fiberglass Door Panels wilit Vented Siddae(s} (Insraa,g+0utavelq: XX XXXor X .r( wrifhgun hhons) 24 k. Thermo Tru Fibar•Gasaic and Sma7th 5ter Nominal 830390 squor: Non-inpactaquot Opaque 12131f207' No Yes No NIA. Compo«le Edge Fi n"iava Dior Pano,10,499 Vented Sideh*s) (tnieww0tib w ai )0( XXX or X)0(X ponFgurslona) 25 y Thermo-Tru Fibatlauica.N#Srt o#h- ar Nominsi 6&10n',8&quCeNen-!.VaM"iu0t Glazed 12131 i:v--2 No Yes No hl<rA Composite Edge Fibergtet3 Ciao- Paneis,nill VenfIDd &dellite(a} (Inswkn0018switg: )X xxxnr )OM Florida Depart'lnertt of Business & Professional Regulation P,n2e + a! Honda Departmant at Business d Professional Regulatdn Pew, «1 Florida Deparlmerd of Business & Professional Regulation BM390&Q--t Bulking Codes ara3 $ha ndarQi .:' Balking Codes and Standar'd5 ,.9+m:,. Building Codes and Standards +aGn71 26 zTherna-TIV FibClsCl.ssa and 5mrutti-Star N�omi�Il Non-1moa ISgwc!Vaz� 12!t1=22 Nv Ye:s �No N;A Composite Edge Fiba!glass Owl Panels Nth verified Sloetae(s) pnswmr utsysieg; YX "LY or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Canplilwationt) �' cr za TFwrne-T to Fier-iia Si= A'3rrartxFr-Star Nominal b&R:Sn.BSgar_tNrn-lrnpser8quut Glazed lZoli2Ci? NO Yes Nn N;A ComPos Edge Fiberglass tisgie Door wtn 3filMO iSt112 Er. CL&)4@LM:Ei !Irl2fiEliSE _- _. :i1dd1*e(ai QnawinyQutsvang; X0. CpX ter 0Xt i pM3 2�u. Ode Peirli $'by S"Mit En!ky or plat gait Daft P«,dm VA#Etww or 28 zo Tnerma Tru Floor-Ga3ak and smooth -Star 1XA1nglxaaane) Nomine18B.0,�;88gWt.'.PJdn-Im'94d&gWi•; 03aV4 12!31 f2Ct22 No yes NO 1,1:.4 1101111 Y1rgaaL 0110hurliorfurse claim Ersdrxnaticwise VaNdMedav Yx�sd f&C Amrowl Mamie fig- LYS& YM.'E1W arrurrc!urr r y, Entlmra Lsc«ar< YAbuLid Submitted FaCAmr(sW Ainjenytied 2111111 Tyke YaKlr7an wnur*cwr« i9± tie« & UptrN• Vaadara au 9 Fad AM lRaBr�1� �t.� Composite Edge Fioer&ta,m Double Door with g 20-V 1i auldirmy ts-Nts LLC Kam E4al Raul Morrow J+rnri'IA'.i r)e..lu-nPk G',s_rr. :'1? tali,")r. U:'e ton 21 a-Z 1::, YX120 +'+q;f:.T<nwd r-1- 202U L'1. Tnonlger i. die i1w I'M�Prson N0111111WA pny:=tr grpar, 2,aciary P.. Waal- et- M�Xad. PE Git1?!RE ow19.12020 091=11_(120 IZIN0cX Appra.M R..- 2020 Fkads hMSFl PM&Cls last. Cihult Jmts J em¢a L auditor P Ea 9C.an M. untie PE 0aIMN 09,?5t:+L170 100041"Zom 121W1020 mead APpY 3&030,t'Sidelites {1n8Mr1ijrOuh.SMttg, 0)4(0 LasgOry: Rvoin2 rstilb24-6i ItnvIeA IAvrS I('2-b224 IA s C.arrpany ITM4a:.C" 413t 2aa>n3& Pa 7407, e•1'f13t7-84:4 Category;Roving p9 u714n 4 Cauck Ea,yansnmy tF,F>d1F-p15t canfigurt9anp suborn IV.' Urrirrryments kern eam�twAo cam cimvatr. Fr,yT.J tpr,y8g;"a-xier nu,e.:arr1 attli:.yb.r: Ron Ac •nor afar dartrgrnencs Dam PE-S1N2 29 u, Them,w-Tru Fibei-CUssic aid Srrlaoii=Rar Nominal 8&R39, O&quotNcw rr- quvL Gland 12r'31f2022 No Yea No r,4'.A Cmprlante MM1trtt EseLahm Wpor, tans srmCartaery. tamp A. ^rssolit's 4,ht.ie Min 4oapa Part Nano Pep system OtlnrFn«te Edge Fiberglass, Sine Ct±a Nveh':.AiG) 0 Fuwta myra.rred Ar.xoiw9.Ir • v ri9wawl elrvw :f1 Pert e9tho Ace 1 0 Sy -earn, C rev Method; Exlurim R ft.. d; E wi mr. R Sdsliail (Inawngt0traii XO, OX a OXO Prdesalmal Ergyrsrr N'pINf9M Y•d..od E'a<i uanr � P etgn it-, H Fladda Reglslerod Ardltiacl a a Lican•.d F tondo 30 zd. Therms Tru Fibet-C7ase+e and Smooth -Star ew1(IlgsXaeana, I,Nsrnvra188ri3�:0aquot;No.i±-Impa.'18qu'r2 Glued latrl t2C!22 No Yes Ne WA Products orb. Registered Arcs la, a U-r-1 F11-1a F1Mensia;r En lttr PrOorti aFnpn•« Compcala Edge Fiberglass Doubts Coo with 1` 41232r-R9 Fu2/s9a-Rx trrQisds 38939,0 SMelnes [I nsannj} 3u svnng- OXXO Qtlalrty AaeuraneA Ai:aavd rr psi• AmnAyird /a U4.WOW FLot 89, 8-n3P-bGudc 31 ze Thern,t Ter Flbor,0amir and Srr�hSlar (nnhgurabon) Nornnal 7&Ri9,0&quMtran.I mpa�gLloc S.ha PEr !2131<t72. NO Yes No N:F $S4$ hvduet11 iMimtra _%W Fiction Dnablron Ceraxt Eagirrim Dot „r-+^,,`, in HVHZ Noldie im �;} P-•ss,.te Qual mAsoarancir Approved rot Use Alssovrd To Uae SiEtGI �i i1aLr � $�' AgmwkauwAupproved fa tmi !ip(EovaF ra Ua l lO.f ;1gIZ $YWye,>S SAY Serves Coriposfa Edge Glaizad Fiisergla9a $ingla TAMKO P.M Utlderby,rNHts (Hal'¢) Rod dmdedaymanra�or use r FBm Na 0F^c9R02? yes tk- ,= A Nl.A S.o s p-uc; farms .e•.«br FCm. P•ma-n...--.:a.' �, CQhrei Eraidiae ode � $�.� E/alsiala Palgrt! 3 '-FLAMCO;gaa,Rv 10 RldgeVettagtd: A#xrrie(a6 Rlope Vents ate Fitthld ropy fatncvhd 1213E IZO'r4 Fag Yes we NIA A Croor s1nt, ot vAtliotf 1 W--9:2 Ssdoll* a: (. laradtoom, Hx 7 O4v Wd,O. V<nt AAh bane br Tit 'AW 20 qA fad- ;c, tventw,r, v1Cr tatPe O'htld2t�i Yes Yes NA VA #Ao, 0 0'M' A .Muria n Qrowtnyautswng.XCX Xt}or 0X4 eo,ligufabona) c TAMKG Rent Underby nisi IN01+IVN27 Rod tn+dedaymmlaf use h:Pa=nm1M12 r 3f/:lC.'3 ..� .e9 `J'A N''A l 2 'A7M.'O VVPsore' V<r„ 0 26 va OSr1"'`-02c No Yes N/A .W.52.5 lanadmaas TAMCC, C Rk-k]t Rod Vent elth Ba bk 20 P breli •rof •entibrs afro wtayaete0 bank ',A.*;.y:02s Yes Yes NSA PUA 4 Town a� 9 Try �Ih ;P,M rn pie V pe Yew: Yw NA MIA Florr Deparfrrhent of Business & Professional Reguiatlon .tea + + Florida department of Business & Professional Regulation P.w, d0 Florida Department of Business & Professional Relation P.O. l d, Florida Departrno rit of Business and Professional Regulation Building codes and standards ram+ Building codes and standards PTrml, Building Codes and Standards r25(2022 Btalding Codes and Standards 311W022 Product Approval Application Detail Product Approval Application DEffiII Product Approval Appikatian Detail Product Approval Application Detail � GSaf TYpa YII71@:t lien" >, 20 0 fY:sa4adGrer mAnm talisf curled b,dn®r & Lbaree Validated ar Item- Jenny Janes titan tier, P E Stew, N une.1. PE plate ?at P«Ia n 9*0 Validated Submitted Fee Japomyr Agl dada 1:11IX,20 i i n_.202(1 tti7ie12020 li Ayfr- Ftne49"R42 mpg YffiiS' Manufsttu*« R.iMwn _5120 alai R-ing sir Elaiarx flE Vdrdaw By endorso, r . i.PW Jndtrcrn Evaluation Gary W W.M nr 299 2M dta.&AUIM 20 val, delliell $f 1M11aa 111)?r2020 t ix 2r!020 Ii'v' 2020 Approved FLM13DTaaC& code Tom' i Vim" Revlon, 20M Manufacturer GIpOa protection Products, LLC - _ EMav or Can Insulator & Lactnst Validated By Itim Robinson Wright A Tilt Jr, P E. John W Kns devich PE - Dow Otte Date Pandinp WM ybbdw f Submitted FBC Approval Ai9itYYffi §!EilL4 olvo812020 Op10812020 10101112)20 12r1W2020 Approved FI.111116269-R31 iiOde yy� J.stat!' 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SECTION n 1 W_ SW 26 Swe K Roost 202 DEPARSLIENTOFREGULATORY A:NDECMV03DC RESOUR-CES(RER) %in= Florida 33 1.73-N74 BOARD A 'D CODE AD3rID.`IST1RATIOX IYMS 0-N T (-j 3 n = 590 F t-S4) 3] i-2 S99 NOTICE OF AC"CEPTA- CE CNOA) rrartc_m sindede,"t':weeosar PGT Industries, Inc. 1070 Iecl a&gy Dort, -North Venice. FL 34275 SCOPE: This NOA is being issued under the applicable rules and regubtieaas gory euiing the use of construction materials. The documentation submitted has been re-nea-ed and accepted by;1 -Dade County RER -Product Cow Section to be used to Miiami Dade County aW otherareas mere allowd by the Authority 1 taavw;g JtuisckcUm (ART) This NOA shall not be valid after the expuatum date stated below The Mtauu-Dede Cousfy Product Centro Section (in Manii Dade County) andorthe AHJ (m areas other dean. iiami Dade County) reserve the right to have this product or ma a i.al tested fee quality a e pugmes_ If this product or material fails to perform in the accepted mattner.the anu faetitrexwrddincurtheexpense ofsuch testing and the AllJmay immediatety rev oke.modify. or suspend the use of such product or material within their jurisdiction. RER resea°n=es the right to ren°oke this acceptance. if it is determined by Mianu-Dade CountvProduct Coamvd Section that this product or maternal fails to meet the requireements of the applicable being cock_ This product It, approw<1 as described herem and has been designed to comp4,with the Florida Building Code. inn huling the High Velocity Hurricane, Zx me DESCRIPTION: Series " 5570t.770" Vinyl Sliding Glass Door (Reinforced) wtwo 900 & 13.O corners-LAH. APPROVAL DOCT27NT: Drawing No. 310D-55"0.0 Rev B. titled -Vutvi Sliding Glass Door NOA (L-M)' . sheet 1 through 21 of 21_ prepared by mamifwtum. dated 10.L'Q5•15 and last revised on 021!01. 2I. signed and sealed by A. Lyme l%filler. P.E.. bearing the Nis i-Dade County Product Control Revision stan3p with the Notice of Acceptance number and expiration date by the 43iarni-Dace County Product Control Section. Missni Ny-m:1 RkTI Gr Large and Small '►Ii rile Impact Resistant Limitations: 1. See table 1 (sheet' I and table 2 (sheet §) for apphcable SGD unit sew. design ptesnwes- reinforcements types. glass types. sill riser ( see tables B-1 & B-.. sheets ; -8) and anchor layout sheets regwene nts in 11 thru 16 ?. Rigid tt'h.ite PVC. Tani (Non-uliite) Rigid PVC and Brown coated (Paused or laminated) w1ute Rigid PVC to be labeled per referenced NOA" s rev(' s. 3. Ewes, operable doors roust c emply- with rain clear wuM or height per FBC re gUiaement as applicable .1. Poercet walh under separate approval to be renewed by Building official LABELING. Each unit shall bear a permanent label with the manufacturer's name or 1v to, city. state azrd serifs aril following statetaoenL "N iami-Dade County Product Cool Approved", taowd herein. REN-E ':tL of this NOA shall be cousid.ered after a renewal applic3hon has been filed and theme has been no change in the applicable binding code negatively affecting the petfcance of this prct TERIW%�ATION ofthis NOA will occur after the expiration date or if these has been a revision or clianew in the materials. use. and'ormaunfactune of the product or ptocess. siisuseoffNOAasanendorsementofany product. for sales, advertising or any odxf purposes shall automaticallyterminate this NOA. Failure to convly with any w don of this NOA " be c avw for terminakou and removalofNOA . ADVERTISE -NE N?: The NOA number preceded by the words A harm -lade Coeurty. Florida. and toItowed by the expiration date maybe displayedmn advertising literature- Ifanypertiotnof the NOAis displayed. then it shall be done in its entirety. LN 5PEC7ION : A copy of this entire 'NOA shall be pro -tided to the user by the niamtfactuter or its distributors and ,.hail be available for inspection at the,lob site at the reqmt of the Builder Official. This NOA revises fir reams NO A020-04?9.05 and consists of this page l and en•idencepages E- 1. E-2_ E-3- E 4. E-5 & E-6 as well as aplaroval docunient mentioned abopkxe. The submitted docunwa atice was reviewed by Ishaq L C Banda, PE. NOA No. :1-tt:©=.tf . Expiration Date; April I4. 2026 ApprotralDaloOklareb M1.01..1 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANC'E: EVIDENCE StB'NIITTED 2. ENIdence Submitted under precious submittal V. DRANVINGS I. Drawing No. ' 1D-5570.0 Rev B_ titled "Vinyl Sliding Glass Door NOA W". sheets 1 through 21 of 2 1. prepared b� manufacturer. dated 10,05!15 and Last revised on O- 210. signed and sealed by A. Lynn N-filler- P.E. B. TESTS 1. Test reports on: 1) Air Infiltraticm Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. IAS 201-94 -5Cyclic Wind Pnsswe Loadingpeer FBC, TAS 203-94 along with marked up drawings and instahlation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify- Dowsil 791 and Dowsil 983 silicones. prepared by Fenestratiou Testing Laboratory, Inc.. Teo Reports No.. FTL 7897, PGT PW551-0 PVC Fixed Window (unit 6 in proposal). dated 09.03.14 FTL-24-2107.1, PGT SGD780 Alurumism Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Ahmi Outswing Cast Window (unit 8 in proposal) FTL-20- 2107.3. PGT PA'7620A Aluminum FLr&d Window (unit 9 m proposal) and FTL-20-2107.4. PGT PW7620A Aluminum Fixed NVindow (unit 10 in proposal) dated 0713/20. all signed and sealed by Idalmis Ortega. P.E. C`. C_ALCULATIO:NS 1 Anchor -verification calculations and structural anah-sis. complying with FBC 71b Eden (2020)- dated 04.22,20. prepared by nanuifactuIe r__ signed and wed by Anthon L-ynn Rom, RE '_. Gluing collies with AST"M E 1300-04. -09. -12 and -16. D. QUALITY ASSU' kNCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. 31ATERLkL C:ERTUICATIONS 1. Notice of Acceptance No.19-030.4.02 issued toKularay America. Inc. for their `°Trosifolt U'ltraclear. Clear. and Colo • P1B Glass Interlay+ers.. expiring on OT08..24. 2. Notice of Acceptance No.17-0803.02 issued to Kuraray America. Inc. for their "Senni-GlasI (Clear and White) Glass Interlayon . expiring on 01.:04/2-3. 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Fixtru ions Lmnited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for tt'Indows and Doors"". expiring on 09,30=24_ 4. Notice of Acceptance No 18-11H.11 issued to Vmon Extrusions Limited for their series " VE 1000 Tarn 202 and lighter shades on-Rhhe) Rigid Cellular PA-C' Exterior Extrttsmns for Windows and Doom". expiring on 12 29121. Ishaq I, Cttaanda. P.E. Product Control Unit S perriiot NOA Na.:1-8:09.03 Expiration Date: April 14..1026 ApproviI Date: Alareb 2=, 2021 E4 PGT Industries. Inc. NOTICE OF ACCEPT N'C'E: EVIDENCE SUB.AMTED 1. Evidence submitted under pretious NOA A. DRAMTNGS 1. Manufacturers, die drawings and sections. (.Serb mitred it nde'r N0.4 :1 o. 11-010" 04) ?. Drawing No. MD-5570.0. titled "Vinyl Shding Glass Door NO A (Lldy' sheets 1 through 21 of? 1. prepared by maaufacturer. dated 10,05 15. with muion A dated 04,05,17. signed and sealed by A. Lynn Miller_ P.E. B. TESTS 1 _ Test report on 1) Uniform Static Air Pressure Test.. per FBC. TAS 202-94 2) Large 21-1viissile Impact Test per FBC. TAS -203 -94 3) C-Yxhic Wind Pmsure Leading per FBC. TAS 2 3-94 aitYng with niaritrd-up drnwittgc� anal inciaitatirm aliagrnni cif,, inyl Olding ftm; it,Nw prrare A by Fenestration Testing Lab. Inc.. Test Iteport'v'o. FTL 8"1', dated 1_' 07'I signed and scaled by Idalmis Ortega. P.E_ (Test report revised on 02 15:16 and 02 24-1 d) ?. Test report on 1) Air Infiltratiou Test. per FBC. TAS 202-94 2) Uniform Static AirPresstme Test. per FBC. TAS 202-94 3) Water Resistance Testa per FBC_ TAS 202-94 4) Large l issik Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pre.sure Loading per FBC-. TAS 203-94 6) Forced Entry Test. per FBC'. TAS 202-94 along witted up drawings and installation diagram of.nf1 sliding guess boor. Orr by Fenestration Testing Lab. Inc._ Test Report No. FTL 8546. dated 1106 l 5. Signed and sealed by Idalmis Ortega. P_ E- (Test report reA iced on O1.04 16 anti 02'11 2016) 3. Test repast on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressqre Test. per FBC, TAS 201-94 3) Water Resistance Test. per FBC". TAS 202-94 4) Large Llissile Impact Test per FBC_ TAS 201-94 5) C'yxhc Wald Pressure Loading per FBC, TAS 203-94 d) Forced Entry;• Test. per FBC. TAS _102-94 alter withmaiked--up drawings and installation diagram of %-.nyl sliding glass door. prepared by FewsTraftion Testing Lab, Inc_ Test ReportNo FTL 85.17_ €Dated. 1-1,04115 signed wid sealed by Idahn s Ortega, P. E. Vest report mised on 02 15 16) 4. Test report on 1) Airl:edtration Test. per FBC. TAS 102-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 20' 04 ) Lame Fissile Fact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6) Forced Entry Test, per FBC. TAS 202-94 along w ithnamed-up drawings and installation diagram of tinyl sliding glass door. prepares by Fenestration Testing Lab. iric._ Test Report No. FTL 8548. dated 12 6- -15. signed and sealed by Idalmis Ortega. P E (TTest report revised out 0104`16 and 02 11.16)). lahaq L Chanda. P.E. Product Control Unit supervisor NOA No. 21-G20.03 Expiration Dart: April l4.10!6 Apptoa gat Date: _Xbirch 2f, 20:1 E -1 CGI Windows and Doot_s. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB -NUTTED E. aL-kTERLAL C=ERTIFIC ATION S (continue) 5. Qtuanex Part Surer Spacer° Standard complyme with AS -A. I C 51S Tliernnnal C°onductr} ny 0.881 BTU-im hr.-ft=-°F„ AST%M F 1'149 VATTR-Pass. ASTRI D3985 Oxygen--Pass..AS M E 2190 I.G_ Dtuabihty-No Fcig-Pam. t•i'ubrrrtr d rrrarler r tt rrs t1.4 : ,15-0409.0i 6. Q ianex Pan Dura comps with ASTINI C:51 S Thermal Conductivity 2.22 BTt'-in inn.-fr=-`F. ASTlIe 1I F 1249-Pauas. AST Ri D 1434 Argon Perneance-Pass. AST 1 E 2'189 I.G. Durability -No Fog. ASTM E 4d Dew Point Development -20*F w 48 hi. (-Snbytlue d ander VOA N'v. 15-0409.05). 7. Vision Extius-ion& Ltd. Parts e:omph ng with PVC'-AA_XL4. 303-13. Voluntary Specification for Rigid Pol -%,-m I Chloride (PVC) Exterior Profiles for.1.71sion Extrisio - Ltd.--VEX-1 b,:- AAMA Fenestration Exterior Profile Certification Pro (Submine3ei under NO-4 No. 1 - 0409.4S) 8. Vision Extrusions, Ltd. Parts complying with PVC .A'tL 303-13. lSubutirred rnrde►r N0A A-o. 15-0409.OS) 9. PVC-AARIA 303-13. Voluntar Specification for Rigid Polyvinyl Chide (PVC) Exterior Profiles for Viswn Ertrusiems. Ltd.-T -1 by AAMA- Fenestratiou Fixtenor Profile - Certification Program. 10. Notice of Acceptance No- 18--1217.14 issued. to Energi Fenestration Solution. USA. Inc. for their --Tan 3040 S light shade (non -whites) White Rigid PVC Exterior Extrusions for, Windows and Doors". eviring on 02.04,21. 11. Notice of Acceptance No. 18-0122.02 issued to Energy Fenestration Solution.. USA. Inc- for their series ' 111lite Rigid PA-C' Exterior Extrusions for 1t`indows and Doors", expiring on 0?:28 °23. 12. Notice of Acceptance No. 20-0203.03 issued to Enexgi Fenestration Solution. USA. Inc. fror their 'Bronze & tight shade cap coated White Rigid PA-C- Exterior Extrusions for 11'indows and Doors-. expiring on 04 16 25. F. STATE11ENTS 1. Statement letter of conformance to FBC 7,* Edition (2020). dated 04:21`20. issued by manufacturer. signed and sealed by Anthony Limn 2Milher_ RE 2. Statement letter of no financial interest and of independent_ issued by manufacturer_ dated 04;18.20. signed and sealed by Anthony I.,ma INliller. P.E. 3. Private Labeling Agreement document between PGT_ daieed 03 30 15 and signed by all involved patie& G. OTHERS L This NOA reites'+tOAR 17-0420.i (`TWCGI) and updates toFBC2020 (`u`Edition). expiring 04 21 °21 '_. RER Test proposals *19-1155 dated 01 1020 approved by Ishagi C'hinda_ P _ expuing 04414.21. E -; Ishaq 1. Chanda. P.E. Product Control Unit uperri�or NOA No..14'.O...0 Expiration Date- April 14. 2026 Approval Date: March 24, 2U21 NOTIC E OF A(C`EPZ-VSCE: EVIDENCE SUBMITTED B. TESTS(continued) 5. Test report on 1 } Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static -Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. pus FBC. TAS 202-94. 4) Large Missile Impact Test per FBC'. TAS 201-94 511 0m is Wind Prey Lire Loading per FBC. TAS 203-94 ) Forced Enlr Teel. pet' FBC. TAS 20240=1 along with marled -up drawings andinstallation diagram of ,,mvl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 9549. dated 1106.15. signed and sialed by Idalinis Ortega, P. E. (Test report revised on 12:044 5 and 0-?°11 16) 6. Test report on 1) Air Infiltration Test, per FBC_ T.A.S. 202-94 21 Unifoml Static Pressure Test. per FBC. TAS 202-94 3], Water Resistance Test. per FBC. TAS 20_'-94, 4) Large Missile Impact Test per FBC. TAS 201-94 Cyclu lit►"ind Presstwe Loading per FBC. TAS 203-94 along with ruarked-up drawings and i tallation diagram ofrinyl sliding glass door. prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552. dated 12,04 15. sighed and sealed bv Idalnm Ortega. P. E. (Testt report rex•ised on 02.15 201) 7 Test report on 1 i 1snif'ormn Static Air Pressure Tess. per FBC. TAS 202-94 ")Large Niis°sile Impact Test per FBC. TAS 20I-94 3 i Cyclic Wind Pressure Loadingper FBC. TAS 203-94 airing with marked -up drawings and inrtallation diagram of vmvl sliding glass door. prepared b." Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (Ales A-1 thou A-2 ). dated 11 19,10_ signed and sealed by, Jorge A. Causo. P. E. (Srebndired rttrde'r NO 4 .Ve.11- 010" 01) 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC_ TAS 202-94 3 rVarer Resistance Test. per FBC, TAS 202-94. 4) Large Missile impact Test per FBC. TAS 201-94 51 Cy he Wind Pressure Loading per FBC. TAS 203-94 6;) Forced Entry Test. per FBC_ TAS 202-94 along with h marked -up drawings and installation diagram of vinyl sliding glass door. prepared be Fenestration Testier Lab. Inc.. Test Report No- FTL 633 . (samples A-1 thru A-5). dated 1..2.06.10. signed and waled by Jorge A_ C"auso. P. E. t.Subinhied under N0.4A-o.11- 010' 0) C. C:tLCT-LATIONS 1 Anchor verification emulations, and structural analysis, complying with FBC-2014, prey by PGT. dated 12 ,0p 15 and last reed on 02.15:16. signed and sad by Anthony L. l�r, P E. (Snbrta trere�l rrtt de'r _!'0 4 N a.1 5-1 ?I G(01), ?. Gluing complies with AST111E-1300-09. Ishaq I. Chanda. F.E. Product Control ' nit Supee•risor NOA No. Expiration Date: April 14, 2026 Approval Date; March :_. 2021 E -: PGT Industries. Inc. 3. New Eiidence Submitted A. DRAA1z1;GS 1. DraraF= No. tiID 55'0.0 Rey- B. titled "Vinyl Sliding Glass Door NOA sheets I tln.rougln 21 of 21 _ prepared by nianufactut er. dated 16 05 15 and Iasi re ned on 02:011)1. sighed and sealed by A. Lynnn ;Allier. P.E. Note: This re.- ion consists replacement ofsame existing installation screw with flat head, B. TESTS I. 'No e_ C . CALCU7 AT OMS L None_ D. QUALHY ASSURANCE. 1. Mianii-Dade Deeper of Regulatory and Economic Resources (RER). E. ltaTERLAL CERTEFICATIONS I. Notice of Acceptance No 19-0305.02 issued toK.uraray America. Inc. fortheir "Trosifolt U'ltraclear. Clear, and Color PVB Glass Interiayer '. expiring on 0TOS.,24. 2. N otice of Acceptance No.17-0808.01 issued to Kul arra► America, Inc. for their "Senn GL�s (Clear and White) Mass Interlayesrs". expiring on 07 +IJ4,^"23 3 Notice of Acceptance No.1.8-1106.10 issued to Vision Extru:sions Limited for their ° $r•owrt Coated (Pain od or Laminated) White Rigid PVC Exterior Exrt-inkus for Windows and Doors expirng on 09 30 ,2-1. 4 Notice of Acceptance No 18-1106.11 issued to Vision Extrusions Liiuited for their series tB 1000 Tan 202 and lighter shades (Non4lhite) Rigid Cellular PVC Exteror Ext msions for Windows and Dooms"- expiring on,12 229211. F. STATE_11TN TS 1 Starenwnt letter of conformanceto FBC "• Edition (2020)- dated 0Ml21, issued by matiuffactucer. signed and sealed by Arnthony Lynn Milner. P.E. 2 Private Labeling Agreement dated 03.'Oi'-)I betive,en PGT Industries. Inc. and CGI XV ows and Doom Inc . signed by Dean M. RuaA-, F.E.. V P= Engineering. on behalf of both c mnpanient, G. OTHERS L This N`0A re vises & renews N O A. 4-04 29.05 (PL A w CGI), e.Vit* 04 14 `26 2. The current associated PLA CGI file r-21-0205.01- expiring 0414,2& Ishacq I, e:'hauda, P.E. Product Control I`sit Supersi:or NOA No. 21-0!09-.03 Expiration Date: April 14.:026 Approral Date:-liarch 2«. 2021 E -6 POT industries. Iuc. -NOTICE OF ACCEPI.A2NCE: EVIDENCE SUBM=D D. QUALITY ASSURANCE L Ntiiamni Dade Department of Regulatory and Economic Resources (RER). E. 11ATERLAI. CERTIFICATIONS 1. Notice of Acceptance No.1 528.14 issued to Viswn Extrinion Limited for their "11 to Rigid PVC Exterior Extrusions for tt'indow•s and Doors". dated 0&'13,15. ecpiring can 09,130,119. 2. Notice ofAceeptance'io.16-0920.08 issued to Vision ExtruswnLmitted for their --NE 1000 Tut 202 and lighter Shades (N.-on-White) Rigid PVC Exterior Extrusions for 11-mdows and Dooms". dated 12-0&'16. expiring on 12 L)9.,21. 3. Notice of Acceptance No.1.."528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) Mike Rigid Pt-C' Exterior Extrusions for 111ndows and Doors". dated 03.13i15. expiring on 09}30.19. 4. Notice of Acceptance No.16-0712.02 issued to EN'ERGI Fenestration Solutions USA. Inc. for their --TAN 3040 and Lighter Shades (tion Allitee) Rigid PVC Exterior Extrusions font"htdows and Doors" dated 09,15.46- expiring on 02,104:221. 5_ Notice of Acceptance No_ 16-0712.04 is to ENERGI Fenestration Solutions USA. Inc. for their "Bronze and Lighter Shades of C ap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09-1516- expiring on 04.16'20. 6. Notice of Acceptance No_ 16-0712.03 issued to E.NER.GI Fenestration Solutions USA, Inc. for their `-tlhite Rigid Pt'C. Exterior Extrusions for Windows and Doors"` dated 08.`10i l 7, expiring on 02.21 18. 7. Test reportsNo(s). 10-002-792(A). 10--AM0527. 535753-09. perASThiE-84. AST M 1929 and ASTNID-635. issued by EXOVA to Vwon Extrusion for cellulosic composite n3aterial. (Submined rtnderX0-4 1"b. 11-010"04) S. Notice of Acceptance No- 14-0916. 11 wed to Kuraray America.. Inc_ for then "Sena'y Glasg (Clear and White) Interlayer '. a xpirmg on 07. 04 '13. White) 9_ Notice of Acceptance No_16-1117.01 issued to Ruraray .kmema. Inc. for then ..Trosifol I-Itraclear. Clear and Color PAB Interlayers expiring on 07�08,19. F. STATEMENTS L State nimtnt letter of conformance with FBC-Sdk Edition (2014) and FBC-6* Edition (2017). issued by manufacturer. dated 09,14:177 signed & sealed by Lymn Ruler. P=E 2_ Statement letter of no fmancial interest. dated 04' 1 & 17. issued by mom racttu+er. signed & sealed by Lynn hfiller. P.E. 3. Letter of lab compliance. part of theabove test reports. 4. REK Test Proposal No. 17-0337- dated 05 05417. signed by Ishaq Chanda. P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries. for their Series -'5570,1277r Vinyl Sliding Glass Door (Reinforced) - L.''#,I.K'. expiring on 04 4* 21. Ishaq T. Chasela, P.E. Product C antrol Unit Sap*rri-.or NOA No. 21-020$.0 Expiration Date: :grit 14, 2016 Approval Dare: March 2;, 2021 E -3 VV\ J U N 1 1 2022 7TJAL k VIEW ASSIST Q :view Assist, Inc. :2w co ;sated and app e o cam,. rl ;r ,� ,,t' +he 2020 FB 7th -'itiore rJ, bebrj .Ani-,a Klahr PX2300 Cll Cll Co (D > U o _0 O O CD_O CD -0 Cl- O to O L O Q O 0 O U_ CD O Z___ C6 ..- O CD > .0 (n � cn CU _O Co 1--0 < a z Tr r W �--r (a o L CIS Q Q 0 O L co L) m Q sZ CZ w `t z J Z Q 0- SHEET N0. PA 1.3 March 15, 2022 Z I ILI EC INC-- \ TIJILLIFT'I'llES-ffliPlit 8 600111JEFAWn COMPA - TIL"i ft,li.- iV_ PRODUCT EVALUATION -RUM REPORT NO.: 20-0724-01 DATE: Juy 28. 20213 PRODUCT CATEGORY- St',,,Ktoici PRODUCT SUk4.'.AIFGORY- ;."Iofrr M"ix PRODUCT NAYL 20 GAGE GALVANIZED STLEL STORM PANEL ttANJ At::',JRER: (510tiall Protection Pro4ticts, LI.C. 44. o S '.%' P1 I S lSIoti' - ---I � �r it,, I it a 3 :1 ? 1 4 1. PURPOSE OF EVALUATION: �- Th;i, I.-; a Product Evaltuatian Roosic�i isgi,,,>j b',, Waiter A. T-1111L Jr_ P.E, i�y&lt'-'F, 10 # 1906) to the Gl000l Prot*ctior Products, LLC Rule Chap e r No. 6 1 G20-3. Method I D of the Florida Department of Business and Profeswona; Regulation � This p,r,dL(.,I ti, "mil issued an Eviaoluat,,on Report as dii-sctitIed rwein; amd has Darren verned ", ar"lowitnoe in accordiarki;e with ine 2020 Severim Eit-flion of me Fln.ridit Building Cxrin, And to vorifir that the Product fli, tot the p-arouse ritendc-d at i039t 04utioatent to that Mictilmd by the Code Thv',, Rmdjid EvaillatILr- Rop-aft *shall t* SUbJ01 I KI reVl0%1 arlu MViioja!j ill COSQ: 0i 3 RLkliN Coto ct.-tru,ce that rnary affetict Its lirnitatansarld ear,nei.tiong 2, FVIDENCE $tURMIrrED� Z I. PRODUCT EVALUAVON DMUMENT 4P E,D,;: Drawing No 20-176. VV,e_ --20 GAGE GALVANIZED SIELL STORMPAINEL", st-"tt; I thru 26 o' 2b visnar,-a byliltec,:i. Inc . sognod ar4 s,callad biyWallor& Tilla Jr.. P E.; dated 07 28:2020 Th49 drawing Is in integral part qLtbis Eyaluititon Report _.tn", t, � ___ - ,�..,. b1- - . - , , h ji t �&-. je , ,*�t z li'llet"-., � , I ,J ; �;� t. �."4 , I L�. ,-' 15k o j, - , I 1* 0 , . hl, � N W 16th .Vmcl. Nish 305. Miami, FloiPila 1I 146 - I*blotr� IW!i) 87 1-1 li?o Nbmilimlvl' rROUtCE EN MiLLAT jbl.N *if V Za�iEoljioli;i 22 TEST REPORTS: Large romsde nWC! .r,,, ... � _ � � 1 I ;., � ii ,%"P, , , ��j � � ''$ 1,11 �I!I(j uW - , r, � 1i e . !�03_ . i . .`o `t03asper%ecbontQf --- �ri0aBu11rJ1W9(:od* !" �, I I ri-I, TAS 202 Protocol - -- _sprepared tiyHurricziri� ��_T I ,` �, lnc.Roportsff- - i ,itied W09)1996. PIEV-5,70 (iiiiiju, -C11-V - � 30clatoc!DrP20il'_-�- - � rii1 d sea[" ty Hoc - - - . P E • Farsostrawn Tasba, ,Y - iiN2032"fl-� aa- .- - 02126datc.dio!05;1998.%I,I.C--.�-,n. ,, , r)41rrond.P.E a..: %--pc, ' 0219,01-09. dated Man:h 4.2009- sionod ar _- ,-ialoc by Edrnuridci'Latgaof: P E and Henry Haftent, P E TWISk tWil naWrt No. 9CIA-19"' =y CIC t=,AOLW*lufqlcai, Inc .dated March 13, 2001't svited anc s"10d by Frank Grate P E 2.3. STRUCTURAL ENC"NEERIN.0 CALCULATIONS: On 20 Gage GaNaftized St el �",onn Pam -I for rnax,rnurn patriol liongsl -.g d ",l n wind load. as wet, as maxiesurn it;ct,vt spacirq vs 0coogn wirid;oad and punei ionglh balie: on tat,onal and comparative wralyso;P iinL, :r acrRopjjance ffirb &e,cibon 1616 of the Florida Diusliding Corl,z 10314-.UtJliOnS PrDiaantid by Tilleco. Int, ,,Upod I I i`01POS and 031'2,15, sigrosu and *chllooic by Waiter A, TOO t, Jr,, R E 3WB,%LFaMPACT_RW$jA - NM Larpe missile impact uncle( section 1626 of the Florida f3uticing Code as Per TAS 201 Prolocel + WND LOADS RESISTANCE' 20 Gnge G3 vanizaKI Stool Storm Panel has peen voriliAl to Sustair win(I xiesboinis. Mawrium ;anelleNtlh ihall be at Miczted on splasts 8 10, 14, 15 16,19 25 and 26 of 26 of Product Fvaivatlw Document (P E 0-) drawint Nth. I -- 20.176 Maximum Ancnu, Spac4riq shall be a.; irKticait,o on sho-om i4 ' a �:�� _ � - 14, 15, li. 16, )9,20 25 ai,4 26 W 2f;,,)i ProducA Evi3ivaiI,)i) 0owr-.= - - , -.,- i � . drawing No. 20-17C . 5. INSTALLAWN: lrsla,talion shad be peilormed sincily ina(:P;A)rdorki;o with details indicated or. stusels 31hou 7. 10 thru ZO. Lv,. 24 ii3 .76 of 26, of Product Fvahmhun Document � fP,E.D.). drawing No- 20-176 M -,ruirr, ,,cparalion to glass shall he As on0lataidon shests, 8, tot - -i _-1 26 of Prodict Evaluation Document ,' E 0 ). drawing No. 20-I-Ti ,%.0419"U", ,it. 4 , �4 t*- Y,z - ,?loeL , .. , % . - . s I I , ; ,0. 1 -� $4, 14 87, I , A - ,� . , 1 i I . e-" . . III- , Est q, rj; 1'Qzt 1 - , , "i ) ec 11% .- ,.�&(.. L " it Xi, - . 11yam 111"..'i.Ow".41 - - - - - - - - --.-------- - , i K 200& �, , 11 It .,A P",., -t'L A�, .. =11(Mau) - . ft& At GIVA X 4--VMM =U 1110 (Mau),- - - -� , ., .. I..i. (oo I I- " ". � - - I - , - .. 11 , I . � VCft P4141 --�%, - fre 1 -- A'- !0'111 11� �Wfl ,'�- f . 11AW1 �A . - � � , -, L I . , r, 1, V •ooir� . t : � 9 X:=z .-,- 1,',,.t%'� WV, i I � 11 I - mt�, 91til .I Pi -As" - I I *iff,-O. ~ Lt.:. ilbi 5C _,fniiito,� " Milk -9 :`i,A � C. V *,,( V�M wi,iii, 4 � 'Vw ,� _ -..I. 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V Voij, - i_ - - " L, � . - - - - � oi,;�: ..-.;.,--- - "iPio"t � I - - - - - I j�. -t I . ___ .__-,sat, ::i r rXMt:Cl LN ALt I A 1102� AL?,VW_1Kj_Zols�I;ijt,jli 6' MATERIAL CHARACTERISTICS AND SPECIFICATIQN-S; # ti -,F- i,,, . t ,!If in 3cwtdance with General Notes and Cionrxmilira5 tridicatee _� E I— 1. �4'1 ;Intl ..2 of 26. of P(oduc: Evaluation Docurrent w F 0 ). drawing N 20-1174,Anchor &pcc,fic_vGori;o Shall Iii,ot aamdi.:ablmj i,i. , kvf, it, 1. -, oPKI 21 Lot � I-Piroduct EvatuatIon Dc" mirol(PsE D.). drawing No. 20-176 - 7 LIMITAT; IONS AND CONDI'T IONS OF USF 7 1. S,14L to 4irl"ly at ,;Vrtrliaiio.v wa: �arivio ,-Ise No. 1. 8 thru 14, arx1tvated -n snevil I ol 26. as vKql as Gerwin - mOs * -,F",Ll 4 aria 11 triru %, imicated -i vhvat 21 of 26 of Product Evit , :I Dc-curnont (P F: 0.). drawling No- 20-1 76 P-Mipared by Tilleoo. Inc. and signice- artij seated by'WaNct A Tit, Jr.,P.E 7 2. Product may be inutoilled within HIGH VELOCITY HURRICANE ZONES as defined on *dKt on 1620 2 of ow Florida Buflatirg Code 7 ,'k Product shall only to installed Into riciortid coN.rele, cirtriciate block and v--d fral" stlucturos. PtWW Eysivation Report pfepareo Zy Walter A Told Jt . P E (F t"41a UoPerr-se 14o-44167),PtaeldentofTtI*ccP kw_(eat ndaCA-3DM7111) ,1..o.". , . - " '� r4 I . Z. - ,7_t�_ , - 4 41 167 - -_ . - :_,_ , * __ -* � _P :, z - _;.! ." ".i`i0"'. Srkry Y �--w�� 1 . , I ;..�__.17__�_ _.. _I��411 " , I , 10411��..$�";� N %,I $Sioli A L % .,o -,= - -Frck Arvok 46 C01110A P-{ 410-001 X to <7AA1 vooltcl`tos tli.ou - a"s'LLLt-';�'P*JtCLIDRW,$.-*,*'1't"IIF40MO- , / / :_ F-1 __., _� - - _. \ " I F T'4Ll.ff T"E151 'NCI I -I,G 1W PTN15 COMPANY 0,1ALTIR 'I fit. I i J_�,_ ?L 11 U 0 1) 1 4" 1 [ \ A I I A I I ON I 11 F VO I�: I - REP0141 NO 10-0172-1 02 DATE Jvie 117 2i_ PRODUC i CATLGORY sritti,vus PRODUCT SUB-CATFGORY. Stoirm P- lJkUDUC1 NAME 24 GAGk GALVANIZED STEEL STORM PANEL IYANUFAC`!URER Global loorollv0op Products, L L C ldao S.Wi 51 SlTp*,T uavie, nda 3'_ik O.; 1. PURPU,5E Ot EVALUATION'. '- a Proiduct Evaluatior, Re,iiie mound by Walter A Tillit. Jr P E ,r S,,_ �teM 10 1956 2 � 1,, the Global Protection Products, LLC Rule C haplef No. 6IG20-3- Method ID of the Fi,.)rjda DrDarlmant of Business and Pircfeastortal Regulation This orc-Auct Is being issued an Evaluation Report as describod herm, and has 1 __� E r .t:, `, 1 for comrd,anco in arx.oith rdance wft 2M Sevortith Ed6on of the �= t�- ca lii� Iiing code, and to verdly that J16 Product is for then pu,poso intandod r at I-Ar. ooquiva*rlt to that requited by the. Co- This P;odwl Lvaf,jatiwi Report shat ut subjec,, Iez, review and rv,ailon 41 casc of is StAkling Cx,:',rt r,nar;Kjo that may at,,-*. *A!,mif.jloons And coriLlitir,fis 2, EVIDENCE SUBMITTED: 2 I PISOPW; I FVALVATION DOCUMENT P ED Drawing No. 10-175. tillwJ '24 GAGE GALVANIZED STEEL STORM PANEL', ,vv,,_--9 I thrij 18 of 18 Wooparvid �ly Te,wx, Inc., signed and seated by Wallet A , Tiftnjr. P E da*.od 07,127/2020, T,ljs drawintj;t; an :ntili�t4APItO64pis Evaluirtmin Rivpon '� A '. , 'kt 11 .. I 4 z ;,'z%,� , , A , - ,�C,IS4 / . I " 4 I-- - - - I - �- 7 *. i.; 167 ,!_t, r %.&-,_, * . * - I -f, S-xl� 0, ": _- ,1z NO�-- ,!_- .."'in; - 1, � I , I ' , : � � - - - S I , t , ii t-� ,ii rw., 54i I ,, , �' , �st�i i , � 41 I , � E i I �,,_j �-I,Q�464P�A;�%_ - i . I . I i I I � I I I I IL I ls�, � III- I '- ",--.\ -11-1 --- I I �111, 1. . ...1....1_.,.\ I " � I i ; "" " t I "I., ��11 ;C_1 I'll 1. - I r � , I ", � -A..:1 � � 1., z "/..".* 40I \ r r I ,i` Sk \ -I. : 1, � "I e! 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" A __ iftins" Co" (14 41 V.P".11 " � ; __ . , - �-4�10(n � - .- 11 . � " ___ 7 - . - - - �j .j1.I,j I . , v r,lwotll WrK. lz,^ m 4L0WrPI *_ / . �" �-" . ... .1 r��, , __ `Q_ - � " 0W ULVAN10 $71IR Inlift PAPPIA I 11 9 � 1111� 4 4 1 6 �T: I oloo., I- '� * I I � ..-- -------_ - 16 .* _ 11, . _ ', , � `oII - , 'i 0,_ � r ii' 011.00AL P*Ott ...:i......,„.-,_. . 1, -)� r 3 ;q ok crQN PRoom. Lm; , , " .. 1, I ... - . - 'yr...,.. - - 7 " 11 I _11" - -1 "IALL-L"A"n -, Ki.-WIMW, JOP QR _ " it'�. ot I I L I i C 0 .. , 1. t, "L, - 1� , It 11 " �, . .i. IP`L� L it.,g� *. fiii.anc.- �,Iowlwll I "it- , _1 �, - - � I - 11 i. 1. �oolo. . I - I ,*A 11MQX_ZV.K1_AMQEK jQ_$B&QDjqTaQP__&k= ,;,,, �, P.10 .- - � *_ . I G ! , . Z6 .1 .... - .� . - -I �i,.;�, - I- lo.� _:�t�_ ____ - , I- - "_ :. t_: � -!, - . - �_ � toot , . 111 , 14 I _ I , � I PzV_L.:t. __ I!z_ - ter f, . . I ?R#)Kf-.LRiALLAnU1rivet/Ni t/Ni .'q0. .'04W.01 22 TEST WORTS: LA19" missilic, irriP act toes lotsts were peffortned under SSTO 12-96 slariahied as M16Q9rl2ofWcFtorida8viloirgCode U1ij'-:i(m slat ic, �oad,,, as per C,P#-%,,n 17nQ AA, Par A-1;TM 6,370 Tout roporte prepared by At, qoc;Ar Tooling Lab of South Fbinda. Repon ilt 0814 0'_Ui dated 03;1 IX2 witnessed by William R Mehner, P1 , BorL7 Moron P E and Henry 111aftern, F E anc Reiter No 0219 01-00. dated February 25. 2004, signal a-d seated by Edmundo spoda, P.E. and Henry Hattom, P E Large missile impact and cyclic loadings per Prolowls TAS 201 III 203 as per section - 509 1,2 of the Florida lButitimili r--,t& Too AWM prepared by Arnoricae. TaAliry Lab o' South Florida, RePorl No 1 1 23.01 - 10 dated November 23, 201.1• signed and seated by ju,11io E. Goinzalet P E Tensile test report Nlo 9CM-198 by CC fioari,aqurqw�v ine, 0,,iWj March 13, .10��J , S gred am sealed by Frank Grape, P E, as per ASTM E-8 ior,ij Terij:16 T@Sl as per QC 'icilo'lurginal Report No. IOKMi 318, daled Decomtx.r 1 201 I"I gqreid and iii-414 by Jorry JoIcoofano, P.E. " per ASTN,'I E-8- 2,3. STRUCTURAL, ENGINEERING CALCULATIONS. On 24 4---.-- Galwir_�wj Siva Storm Poanrfl for mitwitimumpariel loittgih Y', 0jviqn i wind voaa, as well as maximum anchor spacing vs drstgn wire toad and parwi leng!h based on rations; and comparative anolysis, and in accordance with section ifiI the Florida Sunde-9 Code Cie-xdal:Q(-* MV0jVd by Tilteco, lm,data' o 1Z11500 and 08,'27d3 (for this reviseam. -WW. sno %oaW by Wafter A ,-it Irl, , P P_ 3, MISSILE IMPACT RESISTANCE: LaW m"lo impact, tirridef soct)�.) leog 1.; of Me Fi0f da Building Code. as per SSTD 12-99 Slendt" xid TAS 201 4. VW_NQ LQAQ$ RESISTANCE: 24 Gage (salvarti7ed Slaw Stoirr PrinriPi has been verified to suilitairl,wind wessuor" NWrrown par"d length shallbe as, indtic.,ateci on sheet, ,i, S I 0 1 1, 12 and 17 C.f 18 of Prodw,t Evalialic,r) DICUrnerit IF E E) ). drawing No 20.175 V00"UtnAnChoOr SWAng 4hiiIII t* AS IMiUkted on ~m 5, �j %, I' 1:1!hr._; IC -Id 16 C' 18, of PrWucl Evaluation Docutt"M (P E.D.). drawing No. 20-1 75. 24 Gage Galvanized Stfiftil SIctim Panel has paean verified tot code Lampitatictit to work as a non -porous worm shwme4 ss,"mbiy, as per SSTD 1249 Standard I ffi.ef1*i!.,1 ,\ 167 � Z_ = : I * x - -; ,1'10RiS1'�� 11 i�-:,, 'i L " ,�.S. � , I .�� j:,, %4IN4,,. t ,e 1"flin"W"k., UltL'JU.LCII;*t'ALLAIL'U.Nl'):F','KI "Qr ;"?ILJU I 5., INSTALLATION: Inlitar,iiiian snail tDo veiformod strictitt in sixordanica, with deta, s vid"te,,j ell sheets -3 ",fu 8, 12 thru 18 0 I& cl Product Eveluation, Document (P.E,D. i, drawing No, 20.11711; Mimirnuenseraratlantogta�w.A4b400t>oorsit,cii�otw%;viI thesis 3, 6, 13. 14. 15. 18 and '6 of 18, of Produw Evaluation Document ,"P E 10 P. drawft No 20.175, 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS. &hall oe M,tcuy it, o"vroanc-iti, with General Nows ain4 Components inijiwWHZ or: sheet I and 2 of 18, of Product Evaluation Document (P.E.D.). drawing No 20.175, A00101' sc,orcif !cations; shall be as indicated an sheet I of 18, of Product EvWui#ticxi C-QwTwaz (P E OA. drawinsi No 20.iTS 7, LWITATIOK.AND, CONDITIONS OF USE: 7A Stial; rA 04trittly in riornpliance with Gcov: � �,-es I,.- 'I 5 thru 114. Voillicitled '" , , on lowqi I of 18 of Proorct Evaluation or�ciitrl�,,.F P 0), drawing No. 20-173 pi(Cpariao by Tim c- jsigowi arid iieii,e j by Wager A- T11111IL Jr P E. 7.2. Prr.dj.:! shall not be inisuilk'tJ within KIGHVELOCITY HURRICANE ZONES as refined cf-, spe-W-i 1-520-2 of Ow Flairlda Buildintif Code 7.3 PrOJIULI stiall only be ifirstaLec into poured cxinicreta, mwete block, and - , WM,a haute Sts-clures PMdu,;;t EvitivuPlion Report _,rvparej by Walter N Tillit. *.. 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I I ,� 4 - . �� . I 1-11 - ___ - ., � / A JUN i � . . '. i �I I, I.,,r L I I -1 R. ssist, Inc. Flans R,-.�) ew completed 1I " ahcl � ,= \P/"L- A IFWA. for comr,%ance i L ,, the 20 F so ffl I I I eAi .�, Anne Ki�hr F , �t� . !!�� ,- Edition by Debra An V�- ""E, ; ��,x �,��%c 4 se , " * !. No- "167 - . I fw"DA smomG wu (16" !w wj-_�,X.� Zone � . ) * i * ! .0m %--m w i � . . 1 24 CAiX CALVMUD MU &Mft ►PANEL I " -s STATE OF ":Itt __ ______._ � i lmloo. __ L- � -I-- ,rt . . � - .1- r _' % - " ' 1 -,W,� I -11 111VIEC01". ; 1�11 ,-4L-,. OR . L \ Qx*k PROTECTION MODIM UC. . �. !� - � , ji..n,c 6 X=rl. 4 .m I M,il ,_ -, K,," ;i-%-Wb _" `11� _q) 6 .4 4 � MA .. - .1 _ AA,X1 lv�V __ .�= %.#.- 11 � - M.!:;iW i 2&- 1 75 . 'V.� I - � � low- 1w '. I. toomm.-, � � - ----------- - , - " - . I ...A_--7 ".0.4 sl, - I v,�-Awlt.� .!;:! I �Q ;&� _ - , ,�7* - - -i - * ----- r - * ---- - - -, M;;�,2 �,v - -.-j-- i I I I j amr, . . '. -4-0 a) - � W U) -cu a) -f.-, 0 L_ (1) %_ 0- _0 0 (:L) 0- 0 L_ r_- m .-0 0- .- �(1) (33 (1) -0 0 70 _0 �0 S.- -2 - = 0 0 0- = 0 3: cu 0 4--, cu 0 > (n (n a ) I- a) -6-0 I.- cm_ .- c- cn cu 1 'R 03 -+--# ca- �-- -0 c Z_ zi L. �D m w W Z3 I cu > r� O L_ (/) 0_ CL < (1) 8 C) C Z3 -0 I m 0 L_ 0- 0 (1) ip v 7 d m " m U) X23 " co Z3 Lu < = _�� I < __j a - I SHEET NO. � SH 1.4 1A t 11LIECOT GLOBAL PROTECTON MWM. LLC_1 T _ffn QtPkW 2 (Z 1-vusn 14~1 Is"d blAti - :4j;A s1,7m PAnC4, ~qs**Mblofloossess rifts C*.I ww-1 rtedelmVII CIT.% plwva it— JL.^-q 0 wj_" of WI llcna 4 W.J IUWI hwah- impact Resistance: ;.Aq.;ffVWt RraaaTMrte t,P% two. "*r•wr*14004 as __1I ,n pt_4 Wt I.W 0"rr" 11s sue- -1 11" . ,, to"; 1.0 111" 1*011 Wind Load Resistance Tfts pirctItz. iW $0 r*V9 wti,92 IIII M dt�catfd 0 11V Or, iNc .0sprI P.,::. IN&# b. a,eUrd o *krtt to, -I -I It, L- t% , 0-I E, ),b abo-V rats -4 Compft _4 th-_ _1�0 Cw7porwft %hill be to 0" "MLW�� IVI I 111al Pt.4W_I 'WeI PIL*Ixl EMCUI R. V OnVOI tv 0I LunifI a Condition.,; of Use t 0'. 1 t .1h 1" "11 E vakiall, as m Nay A71 6% rwt,.y " I " aw+ -_ttfG*N IMM III 4c"" lowo tv law -I M as % MWIMPI k"36 IWW ta of a -AI fesI amhot $0*410* %WtM~Va No W416100 WWI% Dom bv a rVQFVr#tPd 41 4.1 i.,AM41i rn %Ulh -,Its' 160 _S W i SWI tut,. !914; 114 0660 (2*6; 3416 59", lt+ tc. .-Its (2. i., ., :,., - . . . . .� I ." 4 F*EZI/M Ezl W/la vx tAl Wit. [P 4 Nt~4f a_ S. i( '01 .9f W/111 N L 1-SYSTEM M SECIIQN A —A IF ExPRf_,-,-_ I Pfft3oLjr_=r F-V,%LLJA'T ILIN REPORT Eli Plr*t00 Nomtm A Pr uwt M&Avtadup oo &I AiII Sftalteik a,-J GLI Aar w'Irlw Uwto RWA 0.1m RIi t !t pr*u," N&IIrw 4 on-f.I :4,0 GON-I st-4 sm". pbb �-w %41 k.I R&,,,ttw,( Scope of EvaIhation: fi I GX I on F A C fei vj&I ",4 lid) rK. iIII P.0"I W410t 2. AW W,% f,- 1: foftth FdI u1m. 0-4 3 A*f W2t,tt #4.W to I" 0. cwsk�tmft- c.4 trot 7W., tI t- t 141"w. Wta_ 70,3 Gw.Awtii3 stem F.Mm 11"s oI *r" ?fVI liptsta" 1 5 -4-4 a sookid by Ftafti B64W,,sI P k K of list _E,L•4� L.,go n-.Av cVk bd-q b�, Wh-d 1-I TAS ,av r L"1?41 �t-WTIW_srAh .6TRV6 TIFF A sti-tI r � Wn.,A P-wo MI IV4KIINII -,I 'Irvsk'vf Cho T Pit.. F-I,.rl A&Mt-w. sott"s 4 Z.,iruo, 16owlog; I 1I w 12 3- S.171 lob, D41-1111;0 3%4 U "D ;866) 196 119", 41! It Fl-141 ... t.% C -4 % It L T 7, 4-11. r -,"A PANEL 7 CON.CRETC-BLOCK.-AND -NO-0-0 S T R E S 12, z 9 A L IT' ,rlun 7 X4 t& mv ALI!ILA"1 Imam r Ii SS -1" PA. -I JAI 04 _-�&WZZT3 fF.FCP-W PAI.('. It 1101ECO'NC GLIDAIAL MIECTION FROOOLICTS, i1c, W .4. ALL Ar`-IERICAN SHUTTERS AND GLASS MAXIMUM AILOWABLE DESIGN PRFSSURFS. (. 249a VANIZED STEEI STORM PANELS "HVHZ NON HVHZ), D r F"AGN NOTFS "Fe.A: 4' Tll AS '1W`If%N —ENERAL NOTES Vt, Ir r. Uj TyplcL VrR I ICAL MOUN I ELEVA I ION �AI � A 11*� g 131A I W. .7 .11 - T 1, Liu; �_ % 31"3 v,- ,fs A!V- i 4 M04 CIIII V11511 ECALCA013 VERTICAL MOUNT ELEVATION (NOTCHED PANELS) ALLOWABLE PANEL SPAN & GLASS ION SCHEDULE: A 111, P 1 1 i., rM t I I I— GLASS SEPARATION NOTES A •4e!A at A P j9j!�g FA�JTV �W4 DETAlk 7 `7 J. L tI. r e. Tw, MMrwl- 11W 1'AKLL&%7- As- l vr VA• 4%,' C t , L *L 0-A_ 61 Qm' Q r;T Vt tf 511. 1, z - o A 40'r is, W.) 6) MAY ICW ism 11 Tsk -N)tt 41 JUN 1 1 2022 IF 4 1 20-31543 VIRTUAL REVIEW ASSIST virtual P-view Assist Inc. Review completed and d roved Flans the 2020 FBC 7th for compliance with Klahr PX2300 Edition by Deb a , ffle PIC_HUR SPACING SCHEDULE, :t rx'41i 0484C rAs"!`! LA a I., III 4 1�4 III�-f CO.. r�ft r"t Trrt Irv: It V"aws,• tz 7 11A. 11j 40 AY 7:7, -1 'ITES: L#A, MI 7 IM 14 0 (MtY. I-C. 14s, I*r 111. 11I -01hr4A1Et T,,f ce vLjl x Y!ttN-c M90'A TIE] -4 12 %!_l 4� 1 1 1 1 4 tl -r.:, 41'? to WWI IN It. rALT (LD 44 t Mj" T?-Ay PWttgft AI :-jf0AII J - F raJis 14"t-TAW Vkl fco I "LIA17-.0 1A:11M1V4 C� JL W be I.� Wq it II I Is 115WAI 14! t W? I hX, *a %AMjW.j *9M. t4 or tg SI l; t, 0 Mj Ill (D (D —M > (D (D 0IL Cll Q 0 M M D ( C-) 0 0 0 .0 M 5 a M Cu 0 > L-0 E SO ca- m 0 M ca- Cf) < (D (D C_ CIO Z:3 0 L_ U) CL Q_ Q) C— Z3 7D 0 fl- (a) 00 LLJ SHEET NO. SH 1.5111111 FOi D t.JP WEATHER RESISTIVE BARRIER & #EA i ►lilt tIEStS T Not TEMPORARILY SFCURF ''AARRIFR -- WINDOW UNIT FLASHING REQUIREMENTS wI<ATHEH � �� UU(.'F�t H(_iUt�N (sF'ENIP�Ic� �� SLOPE TBARRIER 2ES uITIvt wnoc FRAME r.,�N. TIa x 5 � t` i�. in : 12.0 ir! Rlt}3 1 ;Pneral Fxter' p g wall envata The exterior wall ertvPln shall f..i Ior walls shall mvide ti1P building with a weather -resistant exterior w pe .C5 } TAPE �- EXTERIOR SELF ADHERED FL HFN �'` V4--I" RFAF)OF (ONSTR (o.t3 CTTI : 3{�.� CTTt) Include flashing aS described in Section R703.4. � �O � SHEATHING BY I APPiNG DEAN -� � � ADHESIVE TO BE APPUE D UNDrR SELF-AUHLREL) FLASHING Q� Imo- � O I TI1r2FSH01 D OF OOOR AND O f� WALL B IYMS.1ONI�T ANT) IIP �^ �- Frt_ URN Uri JAMB - N�-,L LIUUM R703. I.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water /AIts(An,u (,N(Ar �rI A: n,� EXTERIOR -- within the wall assembly by providing awater-resistant barrier behind the exterior cladding as rewired b Section R703.2 and a means of 2 PROOF t AUI KING CEMT_ FIN. Y 3 ♦„-, tr J -�.A rriti I draining to the exterior water that penetrates the exterior cladding. RESISTTIVE -,` ram i T I F 1� F a ;T Ir � BUILDING PAPER Q) BARRIER sI AC TOP,c7T Jil l -� > I WIRE t.ATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt free from holes and breaks complying with ASTM D226 for Type 1 felt or other � � � � <D uNu F I {:KINL ' alit Lam( " ' approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, � �' � � 3 f (SF, DFTAII WP07) ` _ ---. - / SELF -ADHERED FLASHING O V- r- with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other %►cc - I - approved materials shall be Installed ir. accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt �3 0 > HEAD FLASHING TIE-IN INSTRUXTiONS' I ' = rt I P •' (� t. Cut, toll up & temporarily secure weather I RIM JOIST ,' felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building �,� THESE DETAILS ARE GENERIC AND CL resistive barrier above header to allow for I ` s appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Cl) © '�"'` flashing instalialmn ; l' ° i +`#'- ��' MEANT TO 31 iOW GENERAL FLASI 11t4G 2 SMt-adho-TM flashing plus head flashing undrr � �-�� AND WATERPROOFING METHODS TO weather resistive barrier: �) R743.7.3 Water -resistive barriers Water -resistive barriers shell be installed as required in Section R703.2 and, where applied over woad -based 3. Fold weather resistive barrier back over head jar }`d �, ! all include a water -resistive vapor -permeable barrier with a performance at least equivalent to t layetrs of Grade D paper. The sheathing, shall BE USED. flashing and seal with taps 2, Z,i Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/�� SELF -ADHERED FLASHING FLANGED WINDOW WPM � EXTERIOR DOUR WITH DECK - SECTION A 1f Y P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED A r:(;FR,oRsrt,=Ara•,I,v('. = i'�LlBSEI3T?I<r� SALT � '-1" RFM c C:CINSTR , -' NEEDED IN CORNERS ADHFSiVF cTrRlo+R SltraTlCa ------_•._� .___ INSTALL sC:�r.ACIrN�rta THROiJ(aH SELF-A[IhtEFtED ASPHALT ADHESIVE 1► ,M9 P. NSF:., R703.4 Flashing. Approved metal flashing. vinyl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied $>. ADHESIVE TO BC APPLIED L1NDl:f2 ��`` / r, ,a,„�(•. ,� o Is t tME ( TFIRFSiICX r)Cx XX)R AND RFTLIF FN_Ai TUN 4�tiLF. FLASHING; SELr-ADHr_nED rLAsHiNG - j' ' FN.A;�GED s � �-- shingle -fashion or in accordance with the manufacturers instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes PLASTER UP JAMB tr' USE LIUUIU FLAIL 8W"Ll f �CP0I � ` S2IMl C�fiYl(( CMt! _ #AAF tRY t3i(x K _. OR [CiIIAI 1 AT3IFR PR(9nr (.At It ViN(", "` ;,/ fair GTRI1 r.FWt ' r.-` >-` __ used as flashing shall be applied in accordance with the manufacturer's instructions- All flashing shall be applied in a manner to event the RE, r+R TO It'(.MMI(Uk e --: .~' scoRCD entry of water into the wall cavity or penetration of water to the building structural framing components. II-iIrNt(FN(�I�IIm,�(:-�1 • ' g �,.~ Syr,,. ,�" �lWNDOW COMPATOILITY , � . f RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF ADtErtEO rt As!iNRiG ' f the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade IN or greater for proper joint expansion and _ I)SrAr ANT AT ;rT (��,� k�„ � . ( ` . z , �� O Hr 9 9 P P j P re .` `. GJCTL A MIN�l.1 =�.�__ ~ izE _ t PAP£ii TO LX,c d) SEAi aNT .h�iN7 WINDOW t3litl( TO ( \ a ra A; ,a}w ASTMCI2$1 AAMA 812, or other approved standard as appropriate for the t e of sealant_ Fluid -applied membranes used as OUTSIDE EDGE OF P ' � . MAboNFIY r � E contraction, , • � � ... � �� ,. �(�,� � PpYP PF� . flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. vow BUCK .. ' � � � �`� .�. �. - I � 9 ' p Y g Approved fleshings 2) SEALANT JOINT max.,.. T"RFNn I shall be installed at the followinglocations: 5) Sr•At ANT FROM t iiSK)r Erxx # --3 WINDOW FRAM � •ti WINDOW RLICX r � _ Ai:."htC:1,S wtNOCtWI kSUC:K � • . s. • �` ,. � .• '� �'``�w� • s� •�^SECT1tNt•A (SEE DETAIL 1t1�-.,, ",� 1.1.Exterior window and door openings. Faashin at exterior window and door openings shall extend to the surface of the exterior wall AND EX T ENE) IN 10 wavDrnv FRAME 9 MASONRY-_____ ASONRY __ At I A(:k+l1 ' ��.� _ - `4 � �, F ,aF�!I REr0 FI ASHINI � �-" _ I finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings _ PER COD; --_ " � -. / hall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the B) IOOLEDbEAt�iNi � << REUUNLMENTS - ' ' ` _� j �.' ' nrAD aRIr; INc ;Y ; following: FRAMFI'�' n �" �� / ' 5 j 1.1 The fenestration manufacturer's installation and flashing instructions, or for lications not addressed in the fenestration FRAME - �) SEALANT WINDOW FRAME T F-ATDHFRFr? Ft A.SHINCs _ .. ''-�,� `' I � � � / g afJp • NA, INC(i•, ,, hil(:F n4 manufacturer's instructions in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are w1Nu(�NF K ALL T H1„ YvaY �• I Z � � ,, �'r J , A110UNU. LU0%t4 : ='ILA- 1 {a not provided, pan flashing shall be installed at the sill of exterior windrow and door openings. Pan flashing shall be sealed or � SEAL Try JC)ISTS ''Dsloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER � q BOTTOM Nam Uri1UNt tJI<(�KInrC:� ,$ (SEE DrTAIt=<rPo�> 2 7�'I drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. r TnNc:F 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING � /� � / SFI F-Ar)HFRFn Ft ASH1NG SELF -ADHERED FLASHING 1.3 1-3- In accordance with other approved methods. HALF ROUND WINDOW Y Y PO4 EXTERIOR DOOR WITH DECK V V P05 INSIDE CORNER W P06 1-4 In accordance with FMA/AAMA 100, FMAJ AAMA 200, FMA(WOMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. FENESTRATION INSTALLATION AND INTERFACE 2. 2.At the intersechoin of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. t __.-+►Ground _ 3.3.Under and at the ends of masonry, wood or metal copings and sills. JUN 1 1 20 22 _y l 4.4.Continuously above all projecting wood trim. VRA SHEATHING e `d , VIRTUAL kEVIEW ASSIST T _ 3 - . 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of woodl_fran* construction, �} 6.6.At wall and roof intersections. Virtual Review sist, Inc. Water Hes�tbnt Berr,sr 7. 7.At built-in gutters. p p F'IUns �_,-vie v c leted and a ed - th the 2020 FB 7th JAMB. S&L AND HEAD DETAIL e , o r C O iT i ! 1. ; , SELF-ADHEREDFI.A5FtIW,\ -" Lath Edition by Debt- rill~ Klahr PX 300 APPROVEDDHOUSE' 'T``#--_ i PATCH ' --� S''° ""i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL A,PPr2(3VD tioUSEY�r�' -� -- -- �>. ___. < ,� StuccoFLASHING AND WATERPROOFING METHODS TO BE USED. STRUCTALATH TWIN TRACK 2.5 --- 31d" CEMENT PLASTER -- "" t • . , .. � 12 MIL (min) DRYLox rxTRrMr ---� _ APPROVED FLASHING TAPE -`� BLE i 7 JOIST • • e " 1 SEALANT SET WITH TOOLED APPROVED SEALANT - 31NC3LE vvOOD BEAM • _-- _ 718" Cement Plaster JOIST BELOW T SELF ADHERED FLASHING Foundalmi Wall • - in FICCOrflenC with 7/8" Cement Plaster SELF At -IERED FLASHING ` ASTMC926 in accordance with ./' c M • . AST C926 Felt backed metal 3" I411N / t' `I J = 1 I lathe in accordance -�- Fek backed red metal SELF -ADHERED - SELF -ADHERED 1"4 �J with ASTMC1063 lathe in accordance l FLASHING FLASHING i, [ ---- Building Paper with ASTMC1063 Building Paper •: :.. ��' a sheathing � ,..------ - 7/16" D.S.B. SC:S Ofi 02 WIN[)C)W FIN INTERFACE WITH SELF -ADHERED FLASHING Y Y h 0� SELF -ADHERED FLASHING WPO FOUNDATION WEEP SCREED WP�� EXTRUDED SHOULDER DECK JOIST 1/ Y i� OU"iSIDL CORNER Y V Metal ' .% �'? sheathing Flashing •i■ - Weed Screed . SELF -ADHERED FLASHING - . Installed As Per.,.., 2x FRAMEWALL�w -� � _ `'1 Manufac --,, t. S -+-+ LEGEND I�'�- Maintain Stampede or similar ! � ti i KIN (� :•�Aa . PRODUCTS DETAILS TILE FINISH /ADHERED- -- I ,� _ `Y. SELF (ifPiFLASHING (SAFj -�- l rn of cauk bottom Q /._-._ �a Weep --�- � I � �, t �1 z>'�r.Gr: r c.ANL Ft r�RAF��r- �F ANc (tI w,rFFAT��ra CIF ,1at+r. � �'` BOtto Screed joint only RARRfFR (WRB) 1 1/ to 2" r; ROND PRRFAK WFATHFR RF.SASTANT PIARRIFR - -- WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO tl2' DUROCK m I BOND WF40 sr -Fr ruRRING(SF) IATiI �. Above Roof '�.._� � _ Weep Screed t`: : _ PI ASTFR A( C:FSSORY PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q� Sheathing Installed As Per �.� sIHH Tr(IIs<: , `� , aLrAre x �L,, r, n}sc,L ass -- - Manufact. Specs. �,� 1-4 PER PLAN z ,: _ _ ,- DetailInstructions n ��, % _I AAA! )P,,1MB(ATO 1 / 1-0 PER PLAN v / - T,;r 4rla.. ,�! 1/2" Cementitious Refer to life number marked aS # �n each detail that G4rresponds to the l I :;IIRFACF TO TOP OF Cement Plaster ' � O numoerea items in the list of Instructions uelow, \ � > N �.ANGE A,s AN AIR in ai�cordance I .� r Decorative Finish tL LtAbtF�NLP with ASTMC92.6 1. Install self -adhered flashing in order as shown by numbers 8„ OMU SLOPE :. �-1 2• INCH FLANGE Over wood 2nd •,,o•. •o, All inside and -- ` - - floes ! outside comer will 2. Install flashing and weather resistive barrier to form water shedding � �� _..� °�,, o be miter laps 4" OR 8" CMU q Y - - - - Exit and caulked ell 4~0 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- _ _ z z • Mutt join need to � --- ` � � --STRUCTURAL FRAMING 4. Split the release paper usingthe ripcord Split release on demand, 11 .aulkr�d iming ( FILL WITH GROUT _- a a embedded in the adhesive. layer) - for ease of installation and to \ -Stampede --- ,' •. � ;.. � Crt� -- THIS C,U+p IS A RESL.�.T OF .� -�� TN( F UFtAL `u7Ht;:,TtsFK. mrnlml�e Scorn cuts A d � PLASTER STOP NAFUFI� SHRINKAGE. STI2 iX sAF 9 - \ h caulk for all 5. Remove all release paper per standard installation instructions and = 4 CONTINUOUS W_KFR _ NOT SEAL. -DRAINAGE PF APIF VtREl adhere to substrate using a square piece of flashing material (6" x 6" - R«I> SFAI aTV I OPIP SCREE-0 PLA.ST c a Lu w ACCESSORY I -ru aN1 J HM-AK WRM Minimum) SLOPED MUD BED = cc 6. Fold as Shown by arrows ° Q w --SF I_ATti VJ CU 7. Angle of corner may vary, adjust folding of the flashing accordingly to __ vi �- - .�_l fit tight to Corner VINYL SHOWER PAN -- ' P •.. _ A_ tis i `=':`"• > d (/1 _ _ S. Mechanically fasten as necessary_.>�J Note. SLOPE - _- _ - -- - - - - The Wilding paper and metal �� t= -_ .• l�_� _ `� Cerfwnt installed over the top of the weep screed.Plaster ' d A a - •,`� -' f_'0NTIMJQUS B.A -KER f _1 _ Over block Z a a l a SEALAv I 1 sit floor a j a�,EMFNTITFCIU':7 FINISH J �1 < ;- J it SHEET SHOWER SEAT WP 1 I WP 1 O _ WESCREED DETAIL ' SUFFI I!i:AN1iL.EVEF( SCALE: NOT TO SCALE W P t VP `{�39 bemckc A61-es l Lc A�obok{— ��rSI B�� HifII�T�? 0 I. I ol