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HomeMy WebLinkAbout6393 Ten Acre CtABBREVIATIONS 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 EXPJT - 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 -GRABBAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING READ - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS - SI (ELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUAREINCH 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 ISYMBOLLEGEND: I ]= STAIR CALL OUT FOOTING CALL OUT - AO SEE FOOTING SCHEDULE 0 KEYNOTE CALL OUT PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1ELEV NUMBER A9SHEET NUMBER EXTERIOR ELEVATION MARKER 1<---ELEV NUMBER 4 A15 2 SHEET NUMBER ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al SHEET NUMBER INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND 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 Q PORCHES AND BALCONIES CHAP. 3 El HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 0 STAIRS - CHAP. 3 E] 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-STUDA.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 OFDOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. N NAR_ LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS UtIVED NOV 212022 w OCT 2 22 Virtual Review Assist, Inc. Plans Review completed and approved€or compliance with the 2020 FBC 7th Editioby Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. C. P% L-1 N LO ; E '0 o U0 mr o2 o° Lj QUO �0 U w 0:W L., 00E aNi__a-0 wWW HW J W O F x j W_ Z�<ax--�ZM�0z2i0�0 Q C)uJ�x0ZwO1rZOOorozoWW aWU51U� Wv)��¢QZ�Q<01<}Zwz23wcoaLL Qpw �F-F.. �Lq Q o O� �QQXQ w¢ 0 w 0 OOZ NO� Q � M OQ('M �U)�ti0 cM 00 ZW W JO O INK O N o N o00 N 0 N N N N Z O_ O O _� O N O N LO��`' O WqC; > N it _t . 7 V m' �V O �I Lo 0. l.n ®w IN ZHZZ W zz WOO VUFDZ>Oo�0 0-WM Wr ODO oco L ~� �2 aZLL �z W cD 0 LAST PLOT DATE ■ E July 15, 2022 z �" J I COVER SHEET Q z z W 0 N O N O ELEV. AT 0'4' (8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 4'-0" L 2'-5" i_ 3'-10" 1_ 3'-9" 30'-0" (-) 3-1/2" 4'-4" rV � 5'4" 2'-4" i❑ - 131 I a - - 0 I❑ <>�0 i❑ 0 F1 _ ___---_-- I o m rr ' I II I N o ° 0 ° I B I ii I M 2 B S3 I I ii I I I II I p II F_ I I I W I I I J I II I �Q > >I 0 �= 0��1 ii I 14 (V Z I 0 A --- N W N m Z----;--�— 33 �-- ==LF o-------� II = d II II O II fn I II_ Y NU II I I O -�'. I I I I I O 11 I N W II II = I I C3 ------------ I J W J I I I O 13 II II I ' T7 N 9II II I I I I I I I u � 10 I II II I CV -- II II I I Cn II II 14 - v L--------- __1L_-----------JI 2'-2 3/8" ---------- ----- PLUMB. 6'-31/4"---2'-6"- i-----i7--�--I------------ LAV LAV 8'-5 1/8" 7'-3 3/8 ELEC. CONDUIT SINK/ ELEC CONDUIT o I I � I `r LO Ol � I C) Lot 9 C! I -- L 1 4 ' L-----� --------------------- 6 � d- 14 I ii I 9'-2" -I Cl) —-------- REF.--- - I-� --, --- n -r- - �- -- � II II II ' II _ II I I O L----J L ---- L---I -r ------j " r----_----------- N 20'-6 TUBI 17'-7"1 12 u W/C I I I II 14'-10" I i 4 LAV I T7 yy� ul ---------------------- - ---- -- ----- ----------------------------- ---- ------ m --------------- - — — — — — — — — - _ - M o �� I 10 11 ill 14 ii `'W �? I I S3 iIl I I� II I K LIT 21-0 S3 i AW SHER v I ELEV (-) 0'-4" I 7 0 _ U_ 0� I m I a I it B 1 A g o 3'-5" o 0 co , ---- i 1i N a' (D I o A I O N d 1'-4" 3'-0" V-8" 3'-8" '-0' I B I g 6'-0" 4'-8" 3 I o I o 14 v a' q I I 3 B L, o m 0 L i J r7 V-8" 16'-0" 19'-4" 30'-0" FOUNDATION PLAN (ELEV A 1 /4" = 1'-0" 1'-8" 10'-8" 0 to ELEV 0'-3 1/2" 0 H oo d- FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R = FILLED CELL W/(1) #5 VERTICAL W = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) .'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS i ®= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2 DP X 9 1/2 WIDE RECESS 1 1/2" DP X 8" WIDE RECESS 3� 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE SINK - KITCHEN REF WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 16" x 20" DP (2) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY A � � \P,�A Virtual Review Assist, Inc. Plans Review completed and approved' for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 6`J J C, o"c ARPj 305 sr . 1 ` F N L '-0� ° } C7 U ) M -0 O CO ° m A' E �E - _ M t O W Q O o ` 0 Q .N .0 U�� N } V w 0 W L © E 70 C) ' O�D am — F- CL N N O N LO h LO O O L2 Q z W O 0 7 0 z Q W W'0 ❑j U w0H LL< it O'� <gezzl W _t- QcyX-'Z0oo0>C1H6'tE00M'0z �T_.L`U0 -j U, _o nw OfznWa°WwZW�Q°U' Q Q < ZEn ¢��O Ow F� �w0U_ LL_ Q o F LL. Ili O O z CV 0 (n O p�Mo J Lq U) L.L ti W L0 �'- (yi U Q � Z W Z Wo J C) INK INK (0 C)o o N N o00 N N ch N N O C)N ' z O Lo WN > C� C� I I I I Lo W v) zQZ O W �--+ O W U W O O UUzij L I-- O Z) z >_ OW0 �— Q C)I— Z 0-ofa W Q u / WF- W r H~O � r-I _ z o = }_U) . . N W Q W O ��_Z) ZWO Z U Jz`L °z Z � �� U Q 0 0 n W z z w W J C)N O C) LAST PLOT DATE O • July 15, 2022 Z -4-J 0 .6- � MONOLITHIC FOUNDATION PLAN A 30'-0" 13'-9" 6'-4" 3-1/2" SH 25 HD AT 6'-8" EGRESS j 5068 SGD O00 2868 LO U � / H.B. r` r` i N / OWNER'S SUITE _ N / 15'-8" X 1 V-11 " o 8'-0" CLG o / GREAT ROOM 14'-4" X 12'-6" VAULTED Jam/ 6'-0 5/8" 3'-9 1/2" 6'-3" � / 12'-7 5/8" / o / N 0 COO — — — —I 2.5/12 VAULT. 11CO. BATH c0O" 12" DP I CLG N 8'-0" CLG (5) SH TP W.I.0 I 8'-0" CLG N TB 36" x 60" I U) SHOWER 106 00 PAN DRAIN - `L I DINING ' 10'-0" X 12'-6" Cl) SHW HD �D & VALVE I VAULTED M cm =� r -1 — _1 Q C) N _�^ R&S o u- - d = m N pU) O 4'-2 5/8" 7'-3 1/2" I iv :�- 0 00 N U_ I CPT. _ 0 06 u TILE in N h `� N I z. p KITCHEN BEDROOM #3 n as t as 12'-6" X 13'-6" 11 -1 X CLG I p N N� O n f VAULTED 8'-0" CLG N - h 00 U) - Z° - W O N `O w O <� U -- 2.5/12 F - VAU LT. (D Q 0? Y CLG o w 1 V-6 1 /8" `' 2'-3 1 /2" io 2668 � N 2'-0" 4'-6" ao U) 10'-3 1 /8" - 26681.'-3 1/2" X-9 3/8" o 7'-11 1/2" 4'-5 1 /4" to —' U) 00 Q o " 8'-0" CLG r w 668 REF N O N O BEDROOM #2 N , N 9'-10" X 11'-1" 5 SH 8'-0" CLG f'-9 DP (5 0TP TBIco N BATH #200 IU N 8'-0" CLGX-2 3/4" 1/2" r b 00 o I T00 O ' vl m U co I-------� 2.5/12 PROTECTIVE INSULATED 0000 \/ VAULT. W/H BOLLARD I WALL o /\ CLG L ----j — - 20 MIN. RATED M o DOOR W/ AHU PLATFORM 22-1/2" x 54" WEATHER ; ATTIC ACCESS STRIP LAUNDY FOYER r 8'-0" CLG �04' 4'-4" X 12'-8" S3 `r /��6�p `L VAULTED 00 SHELVESIN n LAUNDRY AT 60" A.F.F. HANSEN m BOX o DRYER D W M 3-1 VENT 0 4' PADDED 3 4'-5" I M -t FRAME WALL o a SH 1/2 33 PORCH 12x12 CMU __________ HD AT6'-8" VAULTED CLG I LINE OF GARAGE IN I COLUMN OPEN POSITION I 1'-8" 4'-4" 3'-8" 1'-0' I I I I 6 -0 1a 4'—pat I I O I I I I I I 16070 1'-8" 16'-0" 19'-4" 10'-8" 30'-0" 0 cm 1 FLOORPLAN ELEV A 1 /4 , - 1 -0 �. � ,._.,.: till 111 Diu. SAT`i.l laa 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. 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.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. 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 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p =FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'4" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV A AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 19 GARAGE 387 TOTAL SQ FT 1854 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) OCT 2 8 ZUZZ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE D 30.0 -33.9 30.0 -33.9 N N I j�� �t =-.. O 00 C 1 uO a t T v3 F z O p < w p z Q SIN j 0 F_ o W L 'o M u (y) N N - '1- c+) N V -0�� m E'i ... .0 Y/ 2 O O 0`LC8 �a -i U�� < .N w �� N N C o E .5 V V a') IC� W Ld Uj W OLLI E- �< W _j wjgezw - Q U � Q�X--tz��0pu)-(-) jO OOmzj�U O U W0-1W Il. CO W W 0. Q J Z ��Q00ED< IZOW0Qa QOw �_t-h 2YZQQ Q L.L OC o D oQ T_ o LLQ SQL_ i O O Z W O� >U)O � � �M O Q Lq 'r",—, U) L.L �afal0 (M Cr a- 2 r 00 zv� Z W J O O nj t t t t t t t t t t a t t t t O o 0 N NC) N M � N M �t t t t t t t t ' z O N Ww '^ V, LO w � w !Y o N M I I I I 00 N zF- Qz C)Zw -F�-+ W 0 O O 0) }' O U U U W F- ::)z5 pw- 0 Q Z ~ aWa O= w=w d.. U mew ono z 0 . . N W�� Q U c= ZWO r ww z'� �z ry• z Z ?� U O 0 J a W z A2 z w I — W (`1( l/ _j O N O C) • LAST PLOT DATE July 25, 2022 Cq Z 0 _._I FLOOR PLAN A i i ROOF FRAMING PLAN (ELEV A. 1 /411 = 1 '-011 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 CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. General Notes ,111 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-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C U SAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FLOC 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 SCH ED U L TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES OCT 2 8 2022, Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 HEEL= 4-1/16" REFER TO ENG. PACK FOR CONNECTION LABELED END MARK CJ3 `, HANGER CHART U V-0 5/16" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING 4 L = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) ATTE NTI O N r DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 3Y BY THE PEAK ! CONSULT BCSI -B1 30' SDanlor less 60 degrees or less 30' to I� 1/2 l o 2/3 to 1/2 �I line span approx. Ta line span approx. 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. ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY - DESCRIPTION INIT. DATE Created from BID B312288 AS 8/6/2015 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 Add Vaulted ceiling in Great rm, AS Di-:---- Kitchen Fo er & Entry 12/2112015 LC9 AND FBC2017 HAB 12/07/2017 ERD011 RE-CALC A7G B.C. AS 7/24/2019 LCA JTH 1/4/21 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 6, N, W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROD/MODEL/ALT 7A2 / 1450A ALT DESC OTC : LOT: BLOCK : DESIGNER I PAGE DATE 08/06/2015 LAN# SCALE N321593L1 1 4 "=1 ' go N 0 N _ § LO o 00 LOY yy2`, vp F ,3 � d w t t 8 Q 3 °-V z 0 z Q to N L0 ; E �? _W L .,_U C) V) V °� co O 2 8 O M- N Q 04 co EC6 9 W 70 C. 0 �0� @ -0 t - a <Ql— Ldl fn Of 0J� W Q ��oo�oXZQfrw F- o cIWoowoomzzz J U' ZIL WW O�KZJ<W55W oJ 0�Q n U_ O O Z CV OF_ 0 II._7 M O Q M LO w L! - ti F_ W cy) 00 F- Z U WW J0 0 r� I I I I I 1 I I I C)N ck N N o00 N N N N O M N � � o O ' z 0 Nw LO Lo � o N O M I I I I 00 zl- Qz C)zW -�-+ '0 W _U o 0 WU U U Lo O Dzj ono Z a-afa Q O = w=Q U °n_ 2 r� o �o� W 2�D N Q Oz 0 z U dZ" z < 0 O z z z z W W_j 0 o O O LAST PLOT DATE • JUIy 15, 2022 Z 4-a 0 J ROOF FRAMING PLANS A 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 CALC: 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 F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 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. x 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 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved' for compliance with the 2020 FBC 2th Edition by Debra Anne Klahr PX2300 ROOF PLAN (ELEV A 1 /4" = 1'-011 N N 0 - f �. Ln �,t o co ay 4 555 � e � S 0 CCw G * ` > O 0 w 0 z Q LO F -0 o _W L '� M (y) ' " �_ E t o O u o 0 O o QQ '^U` v w aq V CD V O;6Ld 0 W w LU W J W 2 O F-� x �Z <Z)U OO Ir�wO z0raQoOzQ QQ�°§zo�m U p jaxJW 0z°J o00z�p 0 H ZFQ 0�WfZWZLL,0}JOA W dn W W LL WaQ�Z W-zOw<�< Q i-2Y�Q OLLJ Oo =QT_Q O LL LL z N OW O z M Q C/) M [�_ 0- (/) _j 5U)L L_z < W < Lq M 00 zv� z� W Wo J O I I a a I I a � I I a a a O N N N N C) N C:) N C) N O - N � O O O i i 1 Z 0 N q o o I l I l LO LoUW) > 'IT ' 0 i zZ v, Qz O zw - O W U 0ZZ OO UUU) Lo O D Z 5; ow- ono z < Q = w=w ZOO Q�Z) N Q 0 ZWO U z z a- z LL O"J o� �m z A4 z W W J O N O 0 04 O LAST PLOT DATE z 0 . _j ROOF PLAN A SHINGLE ROOF 7/8" STUCCO OVER PLYWOOI 1 1/4" THK x 6" STUCCO BAND - SIMILAR 5/8" STUCCO OVER CMU-----, 12 5F__ HE FRONT ELEVATION A 1 /4„ = 1'-0" REAR ELEVATION A 1 /411 = 1'-0" 1 STUCCO CASING BEAD WITH WEEP HOLES OVER FLASHING .E ROOF ELEV AT 8'-0" T.O.M. STUCCO =R CMU ELEV AT U-0" 1ST FLOOR FF FINISH LEVATION SHEATHING FACTURED TRUSS DRIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL - OVERHANG DETAIL _ ti ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 pia _ i _n ELEV AT 8'-0" T.O.M. 3'-0" 1518" STUCCO OVER CMU 2 00 ifl ELEV AT 0'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1ST FLOOR FF D`1I_14 RGHT ELEVATION A — 1 -0 I I I I I I I I I I I I I I I I CLEFT ELEVATION A 1 /4" = 1'-0„ 12 5 15 A ELEV AT 8'-0" T.O.M. 15/8" STUCCO OVER CMU2 ti ao zo _ ELEV AT 0'-0" 1ST FLOOR FF 1'-4" FOAM BAND 5/8" STUCCO FINISH NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO 100, VARIES PER OPENING fe I I 2" THICK 1 2" 1-1/2" THICK iv 3 1 /2" IL —I 3" THICK VARIES PER OPENING BAND 8 ELEVATION DETAILS '1 /a = 1 il - CMU COLUMN DETAIL 3/4 - 11-019 4" 10" v I� N 4" 2 LB EPS 2" 1" 9 BRACKETDETAIL pia = 1 v-nvv OCT 2 8 2022 Virtual Review Assist, l Plans Review completed and far compliance with the 2020 FBC 7th Edition by Debra Anne Mahr PX2300 [V co 00 M N N co co N M 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) - N N N _4 LID at�V a a �'`"• i �' 00 Ln as ��� 0 � .` k k ✓ . U'..j S ' Z w 0 w Z Q fn V\! N N L 0 r^i U to V -0 -0- 2 A� i_ •E Lco `' T�V/ O S1 OLL." a) V/ U .N w Q� o M .0) N r- i- a -o W U W ❑ ui � W p F- 0 _ of< zw ����Qp¢�QWp02-j0 Q U f- QpX-'Z'�OU 20 pQ 7--00�mZQQ {7LL, ,. p�00mz --'t- U U) 0 Z cnwaWinwLu F,of QD Q~wp07)zgwOO�OpIL � LL 00X 0 D Syz§Q QLL ,LLa 0 O zW O� 0 0 f- M Q U M O LO w ILL ti W F-110—M 0- 00 zv� Wz W J� O J. d" I I O N N N N o00 N N M N O N rn o Z O NWo00 1 l l LO > N M M' 0 ZZ W Q O W zw cn -� O U wo_O U V 0 7)zj OF-o Q O z �a = w=a V � ~~O H 00� N W 4 tl O z�� Q�q z U w a Z ZQ Yz F� OU � MMO W z z z z w W J o N O 0 LAST PLOT DATE " " July 15, 2022 ZO EXTERIOR aaaaaJ ELEVATIONS A Il _ 1 - it Iri ABiouuPi_ k1111JIJr�l�a,� A/C DICONNECT JP FI ELECTRICAL PLAN (ELEVATIONS A & B 1 /4„ = 1'-0„ ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. OCT 2 8 Virtual Review Assist, Inc. `/ Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 200A INDOOR PANEL 7 CENTER 01 #15 copper to lights & outlets NEMA 1 00- #12 copper to 20 amp ckts 200 AMP 00#10-2 copper to WH 00- #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Li Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH- 4 1/2" DOOR JAMB DUPLEX OUTLET TRIM - BA NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz 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" 11QV DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET �- SWITCH AT 36" E 3 WAY SWITCH AT 36" -cam 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" --0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -'f}- CLG MNT PREWIRE - FIXTURE BY OWNER -- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR CU-18= UNDER CABINET 18" CS-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F,F24-_;9 24" VANITY LIGHTING FF,7F 36 :R;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) )� MASTER STATION ELEC PANEL VACUM OUTLET AT 12" WAI CEILING RETURN AIR E3 A/C REGISTER 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. nN, N L E or-, 0 W L ❑ _a, 5 to V Q to D O 2 o ° `� o Q ` V w Q! coo E (D L. O °0 ro LLi L w WP W _j w2�0 Io-¢ Z QW zU ¢<-)JO�00-1O ¢UO f- D0Z� WLuOOWOOmpZ �Z��Q ¢ 5 U (j)T_Z a v)LU 0ULZ0IL I<W< wF¢pOZ cn LL�w0O U ¢pw 21-2w2U¢ Q ¢oL¢ 0 ¢w LL O O Z N O� W z Q � C) O Q 'A (M r__ CL 2(n�l` z < W < M_ 00 z10 v< W J O O I I I I 1 I O o N o N ��C) N N N N N o N `� a> o o — o I I 1 I z O NLuu L0 >00 o o l l l l �^ } zF- vJ Qz O Zw 0 W U 000 W"�, O Dzj Oro Z 0-Wa 0 = W2a v � ~~O T� OOM W�� z�� O Q Z �WLL v_ U)z Q F� J OU O a- Of z z z z w W J O N O o LAST PLOT DATE ■ July 15, 2022 z �' O J ELECTRICAL PLAN STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAP. 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 HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1,1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2,1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 5. 2 STAIRWAYS AND LANDINGS 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS,AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16" AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. FB -R R 181 1 - Initial treatment shall be done after all excavation 5. and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpoor and mortar along the foundation perimeter must be removed beoreexterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barriermust 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. BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION IYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 90 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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. OCT 2 8 Virtual Review Assist. Inc. Plans Review completed and appro ` for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O .� LO ? _r 4 u7 ono /f LO XSY f ° Q J' " y W y! e \ 4 bgr et rn ' 0 7. 0 Z Q /N W > 0O " 0 0 O7 U \ ' cM N ai - .F N U E 0 4)L 2 cM 2 O S o �} 0LL0 -z Vi�� }4t W C)_N •nNn,, V C co W W uj Uj W O H rQ rY of zW Z �00 _j0Q)w000 Q J0 WU0L Zuwomz�UW W aW W Wrn�rnLLWQp}� O O ¢aaOWQOZWz0WUOa LL OW 2F �wZ� Q O� S oQ Q LL Q O a LL O C:) (N Z O1­- U) Z) ti co O Q � M � G M 00 WZ� J C:) Jc� d' I t t t I I t � t I I t t I 0 00� N N N O N O N o N N � M r• N M C) Q o 1 I I I 11 1 I z O Nof C) 0 0, I I I I LO L W N M 1 1 1 1 co z I- (� Z W C)Z W o 4_j 0) 0 U woo U0�5 0 l__ 0 ^ i.1 Z ~ [L iY (L �- =C) WW ca ~O ~LO 1.-T� _ OOP W 0- . . N Q 0 <~Z) z�0 r U a_z� Z Z ry Z F 2 U Q 0 0 n �00 z af Z z LIJ W C)SNO o LAST PLOT DATE Cq O z 0 STRUCTURAL -j DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH —. WALL SHEATHING iCI 16GAx1 11,2" LONG (304%1" CROWN) J11. STAPLES I� 6" O.C. �'ERT EETWEEN 16GAxl-t'2" LONG (3/4"-1" STUDS (NOTED THUS:--) - OFFSET I I I p I CROWN) STAPLES,( 6" STAPLES BETWEEN STUDS AS SHOWN — O.C. VERT INTO STUDS IN NOTED THUS: —I METAL LATH ATTACH E T "ETAIL REV. 09.24.21 - — SCALE: 14" 1 "-0r *C3ETAIL E CE CIS THE REQUIREMENTS FOR FBCIR 703. .1 LATH* "ONLY APPLIES TO LENNAIR TP,AiJAX'* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER 0 -- 0 N H C G 000 a _ o o Wit- U 0 • 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. 13'4" (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 RIDGEBFAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE (J-, m 15/32" CDX ¢ PLYWOOD OR cs 7/16" OSBCD RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.G. 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" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking ° x 1/8" gap ° x 1• NI FILL CELL STD. 90' HOOK BOND BEAM 07 w . ........................ ...... - ¢ STD.90' . . �] CONT. #5 CONT. #5 HOOK BAR BAR ... ��� #5 CONT. ..... .......... FROM CFOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" m } Small gap min. ax. � 4 max. " _� __T 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 OIST ASA REQUIRED LEAVING $" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. -- - - - -- - - - - Under 2nd floor coh imn wl Innrk N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Ilse 3" 11 Oril nails nt 6" nr.- �/ Provide adequate bearing for each lapped joist. 10d nails 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.— ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" RoundHole Diameter I(in '' 2 3 4 6 6 10 Hole ide ) 2 3 5 ' 6 . 81 92 Any 16" joist Span 00 '- " ._ " 1 1 1 , ,. 1- ,_ - ,- ., 1 ,�7� . ., 2 -4 2 9 3 2 X-7" 12 V-0" 1'-1" 1 2" .V-2.' 1" 3 1' 0;, 2'-4'.2'- 11", 7"» 4-2"' 4'-9"' S" " 16 1 "-0'" 1 "-1 " 1 -2" 1 '-2" V-7 " 2'-5" 3'-2" 3'-10" 4'-91" 5'-7", 64" 7'-2" 20 V-0" V-1" 1 2" 1'-2" 2'-0 3-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8P_9� 24 1°-0"' 1"-1'" 1 -2" 1'-3'" 2°-5 3 -7- 4" 9" 6"-10"' 7"-2"" 8`-4`" 9'-6" 1 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5, THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® - /8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS l 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I,C TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 I Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Jc \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mou" X' Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth 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 "rii • a® —II 1=1 I I FINI GRADE I I —I 11� I I —III —III— I 1=1 11= — = — — — I -1 I FEII—III=1 11=111 I I IHT I 111=1 11=1 I =1 1 1- 11=_I' i 11=III=III=111-11 I— I I-111— III —I 11-111 11 I-1 11—I I J 1=1 I I I I I=1 I I —I 1=1 11-11i- =1 11=1 I I 11=1 I I it —111=111 = SEE FND. PLN. -III—III—III—I j �= III = — SIZE & REINF. SLEEVE THRU STEMI- 12' BELOW PIPE VERTICAL THRU FND. GRADE SEE PLAN FOR °• a . • • a FOUNDATION INFO ° ° STEM FOUNDATION TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE GRADE REINF. SEE PLAN CENTERED @ PIPE PENETRATION PLUMBING LINE ° d ° d - .° '° a = =1 1=III=111- --------------- - - - - - - - - III -III- III=1'-------- ---------------- III= z I. ' SEE FND. PLN. A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. SLEEVE THRU FOOTING MONO FOUNDATION PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF TYP. FND. PENETRATIONS Q b ° SCALE: N.T.S.--==--� . a --.— °'' =1 I I 11 II11�1 11— 111 E" a SEE FND. PLN. SIZE & REINF. OCT 2 8 2 VR/\ Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 j, N N 0 N LID CN Ln y' O 00 t N t � 526 a -•® W O W W i 0 z Q I`E n` > o , o L 'i 0 r? W U MA di N V _0 -a- P AA,, i= . t o C W O 2 0 } O �- o o Q s� "R>Q d -T /) Qi E L. o co r-, O� m W W W � _J cIfQ zz � �O� J¢Qd,�¢LLVO��O Q Q (� I— jOo-'z��'�z���i ¢Q 0U)0W§o o-WOomOz O 0 z (nWa_WUnWWWrn�o <09-1 Q<¢0 W QozW z W0 00- LL OW ��-� �o ¢ 0 W o 0 C1W ¢� LL¢ 0 O O ZCNI W OI­_ U)O � � cM 0 J 2 (/) LL W I L? I— 0� 11 cM 00 Q >- Q Z U LU W� 00 J co I I I I I I C)C:) N CD, N T N N 000 N r N e2 N O N M CD �p I I I I ' z O N w I I I I LOo LO > N M i i i i MI Cr CO >_ z (� QZ W }i C)Z W U) 000 +j M O U LU 0 0 DZj 0H0 Z T_!z< aofa r 0 = w=¢ rl zo� ■ CV W Q 0 2~j zX0 r- Z V w Qz� z LL O V O _3 a �m z Q z LU WC) N 0 LAST PLOT DATE IN @ z 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. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" EP 6 MIL VAPOR IIII I ° Dc BARRIER III COMP. SOIL. IIII ®� COMPACTED TO 95% —I I I I =III=III MODIFIED PROCTOR 111 I I III —III —I I ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB - PAVERS SEE A/S3 OR J/S6 FOR REINF. INFO. ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) co w X w a 0 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 80 =1 =1 I = = z IIII � CV �I I NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) rA INI,S3 BLOCK WALL BEYOND 14 O.H.D. RECESS d z 3" MIN. CLEARANCE 1' "(1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)1'14:: 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.) i D —III III —III —I IIlll m ° 1-III—III—III I ' '1.11111111111�1111 r o 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) II=III—III—III o II IIII II —III—' T 18„ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r 'I Cl) ELEV. 0'-0" OL A.F.F. 4. c� a d.. a q' 4 4 .. ELEV. 43 1/2" a ...d .'e - ° d. d* o d O A.F.F. o ° c d 4 2x4 CONT. o- a. .. ° LL _ a _ d C d d O d a o as d N ° GARAGE DEPTH VARIES A. 4 I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS N 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN 4; ° 2 FOR CLARITY CID ° I=1I1=1I1=1I1=III-1I1=_� ° °° I I I=1 11=1 I I —III —III —III z NOTE: D ° . o . I —III —III —III —III —III —I I 2 *FOR BEARING WALL III—III—III—III—III—III�— N W/ UPLIFT ONLY I-III=III-1 11=III=III1— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S� SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" a d ' v GRADE p °° 11III=I11=1�111 — — — — — _ I-1 11-1 1 I —III —I ' f= = I I=1 11= =1 I I III=1 I -(1) #5 REBAR w/ OPT MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS A M T • d .. 4. —III_—III SEE A/S3 OR J/S6 FOR REINF. INFO. ad-II�— 00 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/� 2" MIN. 00 �\ -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min)- 4" 111-11 I 1 I —III III —I I I- ­IH1 If =1I I —I I E 1 I I - =III IIII III=1I_I=III=III III —III I'' (2) #5 coNT.1 =11 ;,I I I111111_„III=„I I ; I I_I='' 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP na SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" MIN. 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED'tN BAR PER MFR INSTRUCTIONS Z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=�4k�sij�,FINISH GRADE [GRADE 60 MIN. Fy= —1 11 25" MIN. LAP PT MIN. LAP] .I I I —I —I I 6 MIL VAPOR BARRIER -1 I ° ° zo I I=III=III=II=_ -' ' I=1 I I ° Mil III—III=III—III—. #5 REINFORCING BAR R 1 7/8„ III D. I I —I 11=1I I —III —III N z "I—' 0.9i I aP API IMF COMP. SOIL. (COMPACTED TO 1 III I •_° — ' I I=III—III- 95% MODIFIED PROCTOR ASTMI=1 I I —I I I —III —III- D1557) III 111111�1I111�11111�,III11111I111111-1 4" 1,�„ TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2>, HOLD GYP. BD. 1/2" FROM SLAB 0� j __:j CONT. BEAD SEALANT - Q INTERIOR 4. 4' oLd° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a E_ ;III=1 co 6 MIL VAPOR -= I'�I I=1 I=1 IEEI L BARRIER ;I l 11 l l� �,l l fl l 11 l 1-if 11 1 l 11 l 11 l 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N WWF OR FIBERMESH ce) J K S3 REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 4 w 2x4 P.T. PLATE O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. F z w o or j W J ::� W o w W U) TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min)- 4" =1 i 1=1 I =1 I I I I=1 I I'- �' =1I I t I I I II I I=I 111I 1=1l l_1I 1=111=1I I ,III—1111i„I (2) #5 CONT. I4;I„1IIII I' U.N.O. MIN. TYPICAL BEARING WALL @ STEP SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D m =III=III=III 1—III—III=III 00 SCALE: 3/4"=V-0" (2) #5 CONT. -I I III ON 3" CHAIRS (TYP.) L " 1 �• CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH II—III—II oII—II III I�1=1�1T r Ri TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. rM SCALE: 3/4"=1'-01, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 _GRADE d - ° co d. 3 ;III=III ° 1=III—III—III-1' o—III—I III —III —I I —I I w i o (1)= IIHEI I I1= a�11-, z z ' I=1 =III-III=111-11 I I III=III FOOTING -III III —III —III —III —I I III=1 I I —III_ IIII I ITI-1I BEYOND AD REINFORCEMENT 3" MIN. CLEARANCE 'SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N a 'n r r .A 'n O 00 it e J z LU o ,.� -i w z Q E 101- M V) 4- C6 a V a — M i :E0 :) O 2 00 Oro Q � V) U W GL N i o EM �CQ_0 WW 0 W 0 LLI vi W p F— W P W J W 2� O I— ��� 0 q zW Z W0��<O�af<tLUOQ-jO Q F- -U)��ozo�00MzZ ¢ 0 0 0 cn�W�11_ ww�cnLLafaaafJ 0 Z �?�oWa0?WZowUoa ¢ H W 0< U Q U- p W p� o �QZOQ U_ < O Q LL O O Z W O� > U) CD 0 U)coO O ILL cn ti tq I--0:0 M 0- 00 Z U � W W W J o � (O I I I I I I O O N O CN QQ N N C N N M M o o ' z 0 w0 CD CD > � N M 00 z� QZ w O z -1--+ ..�� W V W O O O U U cn Lo 0 0Z> 0�" .Q Z W�< r = wW 7 ZOM W�� N Q O Q�� U JZIt z 0z � Z F- U Q O 0 0- Fm z Z z w J Uj O O 0 LAST PLOT DATE .. z O STRUCTURAL -- DETAILS - MONO 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 (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 ^�� TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION '01R.WWWOTE PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24' 0/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/ I� STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + STUD W/ (3) Od NAIL , 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS \-UPLIFT CONNECTOR (SEE SCHEDULE) \-MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 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 KNOCK -GUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a a $ ., a e ,.- e.. n d a 8 STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 71 NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL- \ J J 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �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. G - 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" 7 518" 8" Z� 2_9 ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING OW I ❑ ❑ I IL 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING -CL VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a !ARAG E OOR 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) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR. PLAN NOTES FOR 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 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR WALL, • INTERIOR HEADER: 2x6 USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R FNy"� U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL (*�Q SCALE: N.T.S. S4. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (�'P) 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 III 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" 0/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- SIMPSON HETA20 w/ (8) 10dx1 112" NAILS AT EA. TRUSS VERTICAL WEB 711/ (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A Y —� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL Q. °e e. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 4g, SPLICE STAGGERED ' N 0Mi OAST od @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL K�m SCALE: N.T.S. S4 F= 2240 LBS c C P.T. -ATE SIMPSON �uvir��ry ar4 8P2 auwravry 10� ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 // SIMPSON SP1 SIMPSON- SP4 co a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 EBLOCKING USS 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" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" aGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE A:5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 1 NA L " 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. t&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 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /� Od I S @ 4 10d NAILS @ 6" O.C. / STAGGERED A 2X8 P.T. BOTTOM PLATE 5/8 x10 J BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2xS WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 OCT 2 8 Virtual Review Assist. Inc. k Plans Review completed and approved for compliance with the 2020 FBC 7th Editi by Debra Anne Mohr PX2300 N v O CN LO r;;9 o 00 £r LO ,,,, ' .�3° R001 5805 ai Q 4 z 0 w 0 z Q 0 E ; o M N 6 N � U) V -0-0-} O M i o ° "o Q �v1 V w Q,;4- Em W L p O� m W Dui u� wO~ r� 2' Q — x-j ft �0LLLD o OZ200- )Q<Q O0 �¢WUUj-��a0O U' n �J ¢<LzW<Z°Wa LL w oH—ezQ o�0- Z) Qa< Q <LL O O 04 zW O1­- Ln D ti C) O < U) _j 2 to "I I— W 0- C6 00 zv� Wz� J 0 J d' a O N o N r 0 N Q M 0 N r CS r o I I 1 1 ' z 0 N W 0 r C)O N Ch 1 i 1 i I i 1 i LO 00 z Z U) J Qz O W zw +� 0 U w00 � C) -0 O ozj ow- o Q z a-ir0- = w=a (Dco ~W o0 T—� zz O � ■ ■ N W Q /�- O SF-_ QWof z Uaz" �z o�� o� �m z z z z W WC) C\1 C) LAST PLOT SATE Z .. 0 STRUCTURAL DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 112" SDS SCREWS TO BLOCKING & (d 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BA:�S) MAX. g SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO. 2x4 CRO BRACE SCHEDULE FOR 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2"L" BRACE TO • RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. • • LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING END 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. • THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE TRUSS SLOPE OF ADJACENT SCISSOR ) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 j DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS E RIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTUR BAR 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 10dx1 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" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) 0 N SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL— CHORD BLOCKING N _ NOTES AND NAILING x x INFORMATION to 00 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS - WOOD TRUSSES `° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING 1 1 2' 1 1 2 , RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS ,a 10d & (2) 10d TOE NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS -2x4 BLOCKING @ 24" (D = 0.148", L = 3"} OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING W/ (2) 12d TOENAILS :..: NON —LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL) (2) 16d NA (2) 16d PER JOINT 7"YA" MIN qPP M/R5 CROSS BRACING DETAIL SCALE: N.T.S. I�VIV 1. ULf11l11V17 GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL (",0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED 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 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 10d x 3" AT I z • EACH CONN. @ 24" O/C p\\ MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) �IVIV I . DCHI'(IIVU ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C� W CJ w 0 d- o 0 v iz o W m o o 0 v d w - - - Q X Q o o � w Q a 2Ef- NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-O" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLANrL 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 SCALE: N.T.S. FOR WIND SPEED SPECIFICATION I Virtual Review Assist, Inc. I Plans Review completed and ap irf -ad !Or Compliance with the 2020 EBC iil, ion by Debra Anne Ktahr �12300 N CV O N z LO � A E "' o 00 yIts Q ° e � z ® �j D AR00 �pR D w =O W z Q /N o 1 o _W L■ 'O e'? U ��4) ImoI'' V) M_ to -0-0 -0 °i V -- L o 2 O a O N Q .N U W Q� 0 E ri a) }VLF V ^ a')�t-a -0 fC� W W0Q C w <�oWQozw , , ��O t_000 z¢ �2 gyzz�� H JoJQOa 0(0°roQ m¢Z oo0 O 0 U)LUaWuw )uWi0�'�awO Z oO ZW LL 00W 0 c _¢ �Q� O O CN z W O� O O O M LL I--o�11c'M fro M2T- z C) Wz3: W J � O J O e e I I I e A 1 I I e e I i I O O O 0 N 0 N 0 N N O � r N O � O I I I I I I I I t z O N W C�® I I I I % CV 44'7 e A e e co } ~ Z Z CDQW Z _ 4 -0 () v CIZZ W O O 0 0 Z)zj I- p z O aofa `- O I-_ W=Q LU r-I zO o = W 2I—� N Q O QWX V 0jww z _z Q F_ J OU O z z z z w J W O O LAST PLOT DATE O .. Z 0 STRUCTURAL i DETAILS 2x8 P.T. BUCK -CONNECT TO BLOC W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING — BLOCK HEADER 1/2" DRYWALL 2 x 8 45A DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER x4 1/2" DRYWALL j 1I P.T TO PRODUCT ' APPROVAL FOR CONN. 1x4 P.T. it 3-1/4" LONG X 3/16" ID FURRING TAPCON. INTO BLOCK@ SPACING 1 "DETAIL PER MANUFACTURE DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4 3/16" 0 X 3" LONG FURRING TAPCONS STAGGERED @ 16" 1x8 P.T. O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /211 DETAIL 1x4 P.T. & 1x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT T APPROVAL FOR CONN.APPROVAL FOR CO�10. (2) ROWS 3/16" x 3-1/2"' TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. K SECTION A -A 1/4" MAX Z-0" 8'a * SOLID BLKG. AT TOP ETWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. W\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-112" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL K J SCALE: N.T.S. SS 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 1/2" DRYWAL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRIN, (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRII END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. q_1 IN, IIFTOI I LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DIAAGONAL 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 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK _ 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BTWN". NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL — ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REBY (NP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS ri[ 1 11 L 10/9, P/z NOTCH WEB AT +5A FIRST 2 COURSI �APACITY = 805 IF FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A wl (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL _. .�. �.'`'';:`.'�r''.A•' 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. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION OCCURS TOP WITH MIN. 3" COVER 6-0" F.F. I M I 1=1 11 p III=1I1=1I1= I —I I I —I I I—III��i GRADE�piIIII�,�11- ° M p Z SIN N � •D (2) #5 REBAR. MIN. 3" 16" MIN. 00,COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN ¢R YP.) THE :S I IAIA!'+/-%Cr]TADI C IAIC°TAI I TInKI FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PPE ENG TRUSS DESIGN SEE NINE. 'I BELC IA1 z _2x SUB FASCIA I ALUM DRIP EDGE — Urc FASCIA ERG %#ALL TYPE PE={ PLAN I = i 3 '4TRIM PAINTED _.. '=SNALm'`06"HEAD F t._;HANNFL, mm.,.. CI"3A- z 'z " O (W �cr�,,TENED PER I - NCTE 2 BEU) V/ LL CUI T �a'EI=`ELF OR SOLID SCIFFIT C-ONT ".oA NAIL-,[!'7CL BLOCKING. NA LED TO OP BI.(}C;KINC; �". t 425 NAIL ` E "n C'HORCI E'a, EF"Y 0, EP TRU`_I m1 3-12d NAILS. TYP C./ BUILDER TC VERIFY. .`IOE :SOFFIT MATERIAL SPAS. CAPACITIES BASED ON THE DESIGN PRES SUP -ES SPIEC!FIED FOR CO PONENT AND (MADDING LISTED IN THE DE 1 `� C 1R.-E A &4 SHEET SIN. FOR SOFFIT AAT VL ALL (PER ALPHA ALL NC F 16544 R5 FL PRODUCT APPRCA AL" r I LANNEL I- ASTENCD TO: - C.IALI v.! T NAIL .09 I A. a `'4a C C va `.T ` MIN. EMBREI 1EN- - WCOD A"1 i3� I CA- 3,4."x1 .1 RCTOIN STAPLES 24" MA'S_ ii_ `_- IN DIAL 10ND PATTERN SUB FASCIA Sul 16 GA. 3.4 x 1 A CROWN STAPLE @ ` LCH GROOVE STRUCTURAL SOFFIT (SF01 .SCALD 0_6 = ?`-0'" ("h FOR ALUMIN M SO4-!fITS ITH SPANS 4` I]�+ , .., C '.1 1'-4 ICI ;l A I�1}1I N BLOCKING, PER SOFFIT F - PA. i 4 _TA LA:, ION C_;RITFRIA '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 (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + FNOTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED IJ(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 SEE SHEET D2 AND 1/2" NAILS TO STUDS & (1) - FLOOR PLAN FOR MORE INFO 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE _ RETROFIT FOR MIE MSTAM STRAP SCALE: 3/4 O U) Q LL 0 w LL Z) 0 H SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 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 1/2" SDS SCREWS INTO BAND JOIST & (4) i/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. ,- FILL 1st 4 COURSES SOLID W/GROUT e: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' of •• OVERHAN e. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. 11-011 51-0" > p p� #5 BAR X CENTERED W/ < p A 19d Ff p IN TOP o ° p KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN LE AND SECTION DETAILS -I ° I ° CLEAN FILL .p ° - p DIRT 71D z °. ° STANDARD o 0 96 HOOK N #5 BAR IN FILLED CELL ' 0 vn v vsn_ � ,v In v vn STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I_EXISTING FOOTING RETROFIT FILLED CELL DETAIL /I)% uc.,ca "ni nn".in SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. OCT 2 8 2022 Virtual Review Assist. Inc. Plans Review completed and approved-"' for compliance with the 2020 F$G 7th Eaition by Debra Anne itlahr PX2300 N N g : 0 N LO LO aoo LO ® ' ` ,hNfUj Q �1 z ° ; € O w 0 z Q tno, > O ^ o W L %= .0 r> D M N In V -O° m M s M � O o TSl O o Q / U .� C O �V_V) w Qv W L co Em N I— a ❑w ui w0E- wF w J w2FO I— � J � Z Q � z UI LL) Q U ��—_j 0 �U)LLQ02�0 Q�X 0z O0I--<~ Q I— 1= O z� C3U)EW ZoEoomZz�� In�a�u�wwF_zLL�Q0 Z QI"-wO��inz2W � 2 0 LL 00� 0 QQZ < Q ILQ 0 LL O O Z W 0� U z:) ti 0 L. � 0 Q � co r-- LL w ti I--- 0Y M 0- 75; T- Z U z� W WO O Cfl a I a I a a a I a I a a a I a I a a O O 0 CD<14 N 0 N 0 N N � M r N o �O r- o a I a I a I a I z O NwLO C)� l I I I ' n > N M a a a a z� Qz O zw W 000 +� 00 0 v UC)`) � =)z5 ono z 0-0�0— Q O W = Q ~O m F- TI Zoe aF0 N V C Q�� iwLL z a_z F_ � OV O �- m Z Q z W J W � 0 N O 0 LAST PLOT DATE O Z O STRUCTURAL DETAILS - RETRO FIT 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 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7132 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 U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 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, 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. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT, 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads C,I494 "! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20-0B 8F24-OB 8F2NB 8F32-OB 8F8-113 8F12-1B 8F16-1B 8F20-18 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 1 6113 7547 8974 10394 111809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" {70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 31 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 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 2805 3552 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 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 1326 1609 1849 2047 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST'-C 4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B SRF18-1B 8RF22-16 8RF26-18 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 1 5206 6639 1 8060 9479 110893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 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 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ^"�_ C,CR� SAFE LOAD PLF TPE Y 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 64" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-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 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�,S,_CR� ^'� � � 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 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T BF16-IT 8F20-IT 8F24-IT 8F2&1T 8F32-IT 8F8.2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T Z-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 76361 1569 2524 1 3547 4569 5591 1 6613 7636 4'-01' (48") PRECAST 1363 2192 1 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 64' (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 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 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887(14).1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 16-4" (184") PRESTRESSED 224 302 1 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 1 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 10 416 10 491 10 566 10 124 200 316 �45 600 7 75612 979(1.1) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4cAST_4m4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-IT 8RF14-IT 8RF18-IT 8RF22-1T 8RF26-IT 8RF30-IT 8RF6-2T 8RF10.2T SRF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 1 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'4" (116") PRECAST 395 491 93112 1301 15 164015 1980 15 2322 16 395 589 1135 1514 1893 1 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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 `4 - o > G > C > D ° 0 0 o h o oo o h o 8F16-1 B/OT 81`16-1 B/1T 8RF14-1 B/0T 8F8-1 B 0 (D 0 �� 0 4 > D � e e � 4 > D 1 e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS © o WI (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR Q _ C.M.U. U) U) X oG =c)Omco N ° o0Uw�� a a #5REBAR AT p w(9 0 0 w a BOTTOM MIN. (1) �Qoa.Wz REQ'D p � C'1 _j Z _ w Q w 16 GAUGE w ~ � ° POWERS STEEL U) 1- Z BOXED 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. a Q eo L6 Q �- z= OW Z= 0 0 #5 REBAR AT TOP -MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. --GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 40, 7-5PROVIDED 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 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP CF CF LINTEL PLAN PER ELEVATION A 1 /411 = 1'-0„ 9U1 4V111'l4.ul. ...•.• ...- _--- - - - by Debra Anne Kiahr PX2300 N N O a .,: LO 4 Pr @ Y S v") Z I 'TE _ w p z a n1 E 0 W >✓ C'� U cN di4-� 5 (n U 00 U rPMi i t O 20 TLC _�O V! u_ 0 0 m Q Use -s Lu ; L IQ �E M a> 7W V o iD N -o �I-a W LU ❑Ld cowOF r-~ � � ��I­_ Oz� of :O Of LLLL O P - -1 QCY Ap0QU ' OZpjQQ =) O¢LLLL : 000fW0 0�0omZ ZOZaw-wwww p nw m FQ0LwuZ-ILQ YQLL Ow ZQQ p p Q [IfL Q L Q O - L L i O O z W O� ( J ti F_ () O Q U) M � U) I- ti lq 1-ly-D_M Ira2T- zv< w W Jc:) O O N Z O N'^ W LO 'IT �^ ZZ vJ az O zw �--' O W U o z z w O O � U) LO ^ �.. O DZ5;_ Opp z aafa Q = W=a tO^^ y' M~ ~~O T� Z O M W 0- N Q O QWW z U az�- Z ZI- M Q Iry � OU O� co z z z w C) N O O LAST PLOT DATE 04 . July 15, 2022 Z O STRUCTURAL DETAIL -- ELEV. A (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 (1)#5L(2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 1 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (21 No. 3 1127 2013 2013 2000 2000 5'-101, 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 Tool 1001 979 988 74' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'4" 9'-Zl PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1114" 10'4" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 312 570 570 391 570 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 IN-O" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/l6strand + N.R. 522 522 360 499 2 No. 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2 No. 174' 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. (2) 7116 strand + 174" 18'-0" PRESTRESSED (2) No. 3 N.R. 277 277 202 281 (2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. (2) 7/l6strand + 21'-4" 20'-0" PRESTRESSED (2) No.3 219 279 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 203 203 155 215 2 No. N.R. (2) 7/l6strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 164 164 124 179 (2) No. 5 N.R. N.R.- NOT RECOMMENDED F• . f . DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF 45 BAR AT S-SOLID LINTEL I LOWERUNTELCA11- [8xl 6-P-1 L/1 U] NOMINAL WIDTH) LQUANTITY 01115 NOMINAL HEIGHT UPPER LINTEL CA REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)05L(1)05U (1)#5L(1)#5U (1)#5L(2)45U (1)#5L (1)#5U DETAIL'H' DETAIL']' DETAIL'H'&'J' DETAIL'K' 2'-19' 1 V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-V 4'-O" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4' 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'4' 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 143-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17'4" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand 993 993 600 1084 2 No.4 19'-4" 18'-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No. 27-Y' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL' K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH- L QUANTITY OF #5 5AR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN #5(1) U (0) L SOLID ##55(1) UU(0) L[I IL OL #5 (2) U (1) L DEFAIL'DE DETAIL'DF DETAIL'DE&'DF DETAIL'DG' &Z' 24" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 N-O" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3)65 N-C 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 N-9' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5`-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINALHEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTELSTEELTOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 1 10000 10000 10000 N-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 1 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 &O" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 81-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-01, PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 T-4" 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1207 1207 605 938 No. 15'-4" 14'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1095 1095 551 887 2 No. 17-4" 16-0" PRESTRESSED (2) No.3 (2)7/l6strand +2 836 836 426 763 No. (2) 7/16 strand +2 19'-4" 18'-0" PRESTRESSED (2) No.3 655 655 340 645 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 607 607 317 601 (2) No. 5 (2) 7/l6strand + 21'4" 20'-0" PRESTRESSED (2) No.3 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand+ 488 488 260 493 2 No. (2) 7/16 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No.3 No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ r'QUANTITYOF#5BARAT S-SOLIDUNTEL 1 LOWER UNTELCAVRY [8x16-P-11L/1 U] NOMINALWIDTH] L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#51-(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (21 No.3 10000 10000 10000 10000 4' -0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PR°CAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 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 V-4" 8'-01, PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-01, PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4' 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1490 1490 992 1490 14'-8" 134" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1948 1948 1093 1591 2 No.4 154"-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2 1774 1774 996 1494 No. IT-4" 16-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No.3 () (2) 7/16 strand+ 1084 1084 615 1095 2 No 5 20'-0" 18'-8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1008 1008 573 1048 2 No. (2) 7/16 strand + 21'-4" 20'-0" PRESTRESSED (2) No. 3 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 850 850 471 923 No. (2) 7/16 strand + 24'-0" 22'-8.. PRESTRESSED (2) No.3 (2) No. 5 740 740 393 772 pir�t •,�1. i+1•� DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTITY OF#5BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/ 1IU] NOMINI ] `QUA NTRY Of#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 1 V SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 3000 PSI GROUT (PLACED IN FIELD) - 2" w i r M � M 00 � M ~ N M 11/ 11l MIN. 7 5/8" µt LEG BARS: SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32'STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 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. PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD --TOP LEG 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc bo 22 co (TIED OR WELDED) Ln r Ln Lo BOTTOM BARS N SEE SCHEDULE MIN. 7 S/8" Mll4. 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 CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-7 PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3:-2" . PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 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 8'41 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 1G-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 1 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 101-9" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (21 No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No- 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No. 15'-N' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No.4 (2) 7116 strand + 174' 16-0" PRESTRESSED (2) No. 3 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1348 1348 753 1330 (2) No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 1254 1254 702 1271 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 1092 7092 614 1167 No. 22'-0" 20'�" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 t �•J t� f fly' DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID *5("UU'0'LL SOLID #5(2)U(1)L DFTAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'4' 2-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4-2" 2'-10" 2*4' PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 514" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ '--r rQUANTITY OF#5BAR AT S-SOUDUNTEL I I LOWER LINTEL CAVITY [8x1 6-P-1 L/11jU] NOMINALWIDTHJ I `QUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWERLINTELCAVITY [8x] L/l U] I6-P-1 NOMINALWIDTHJI LQUAMITY OF#S BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20"RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE - ' LINTEL TYPE . LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOUD #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DEFAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 74' 7-9, PRECAST 2 D4.5 WIRE 2 No.3 7665 10000 10000 10000 4'-0" 7-8" 2'-C PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 54' 5-9' PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-B" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 TYPE DESIGNATION AIN LINILL )UANI IIY W H} pT pl s - .CN ID I INTfI -1 �I UWrR INiFI EAVIY [8x16-P-IL/IU] NOMINAI WIBTHJ� LNUANTII'Y Ur BS PAR AT N�7141NAL IILIGIIT IPPFR I INTH 1AVIT1 C C LWJ 01. Wj UNIT 1450' - 1 ST FLOOR PLAN ELEV A 1 /8" = 1 '-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN 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(2JU(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 N-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'4' N-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 6'-4" C-O" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 977-1 8'-4" 1 8'-0" 1 PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'4' 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'4' 4-9' PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54' 5-9' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 814' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION P - PI AIN INTFI /ter r' QUANTITY OF V FAR AT S - SULIII LINILL I I WWLR LINILL I:AVIIY [8x16-P-IL/IU] N IMINAI WIIIIHJJ LN IANTITY HF II i AAR AT NHMINAI HFffIHT N PLt LINILL LAVIIY TYPE DESIGNATION P-PLAINLINTEL/ rQUANTIFY OF#5BAR AT S-SOLIDUNTEL -1 1 LOWERLINTELCAVRY [8xl 6-P-11L/1IU] NOMINALWIDTH] J `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY Virtual Review Assist, Inc. tans Review completed and appr` r compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81Ix8" PLAIN 81x8" SOLID 2'-10" Precast 2082 9235 3'4 Precast 1325 4624 -0 4'" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6' Precast 486 1396 7-6' Precast 403 1134 7-8" Precast 392 1120 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 1277 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. 369 174' 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. Too N.R. = Not Recommended N N O N 14 a� 00 4b .. ' 4�,'' • �'wf J w ' .t� ° > , VA L h LL. a ea. •.T a a b1i' 1 8 49 � �lk Z w AIR 5 ' =pof z e, Z a ^N > 0 ^ o W L - �O °? D ❑ �N m 4- D L.,T V Co E coo O U 0O } O U o 0 Q V V O� N 1_ O. -0 W U' W ow u6 w°� LU FF- < _1 lx Q~ Z� Z �02�QO<�au•UO0_JO U H °OwO�p0foom�?QQ Cy 0 Z a �Ww�rnw�Qp Q W° g~ Cl Z g Q 2 � Er U O W o 0 oQZgQ Q O� LLQ O �QL.L C) C) Z W O vJ Q � C) Q W (M v G J I r- N� 11� 0- co Z U W W JC) 1 1 1 1 I 1 1 1 1 1 I 1 1 1 I 1 I 1 O o 0 0 N N N N O M N o o 0 I 1 I 1 I 1 1 1 Z 0 N W000 r\ j r N M LO Z a Z C)100 Z CO }+ 0 W _ boo U U U5 L O ::)Zj ow- Z 0~o C) Wa- Of < Lr) ~ 0m W O1.- O O 2 W <� D N Q O Qit° U JZLL aZ 00 co z S12 a Z W WC)(C) _j C)0 0 Cq O LAST PLOT DATE z J STRUCTURAL DETAILS ELEV. A (LEFT) x9NM§9Wff Mounting Wad-oills 00 Gar.nge! I 4` (2 -4 1.'2'li 2-12" Back cross support 5e-- Anii 5thedule / Right Btacket (;bElauge) 54ORS - ITT _3 A1Cbuilt 8uttt)n, E IF irT f Front Crisim Support Af-Lo(k0lig Niul�s (MO Y be LUt LEI W) Left !,Braclkip t C16 to get I RarkCw wi, Sup(9url. Intc AT Ung Dmom File -ifs fTyjjkslI ca(h sidffor hurrk,%_rr+r, wsc1j EAVAnssedt R-.-J Killwn-srss A',aillhile upon Inumea Florida Department of Business & ProliessIonat Rigurrialon Building Codes and Standards Product Approval Application Detail Page, if� I ?i 1612) 2 Q2ftI alb nr 2a 20 Daft Iseirldides Manullialturer GQFAM arcear 1, Uorive Validated Itir Validated litstirmfled FOC Approval Appmyod 4K%- Affimi&lban 2020 Saw veni Products. Inc. Michael Graham fliemsesr NdAeF*P8 Locke Bowden P E 12.11fir2020 12MBM20 lzrl"20 Approved Cartogtorl: SeurZel Compcsssnt, (a77) 441-0368 PE.13778 (334)309--IWO 90caleglory, isrockl&. lisbodirced s s Raw It of NanN� Tocrind-lIFY Compliance Method: Pyalusaw Regain lr= a Florida a LIMSA4 FIW40 19.004922-Ril hnakrota PWeAelMal Engineer si :=Uhrotir or Name (Aei I ir A as t irlson, Products: Descripillp AzsMQ In for Via Aw.,ovecl RVHZ Outside Ira: Use, HVII tmva;t Rom ra-l. - Frassure 1 #1540-510 Dual Function Flood and Vehtga��on Vent 02023 Yes Yes WA 11001riso &ANslivAntmadel 01540-5 1 1 Due Function F ocid and Ven*a m Vent 1 Z3 nan ye Yes WA +,Qsli W R-WY-1 Unstl AN q4r0.92 "d V­ 111nr 'FkXd V_ Mrs I Ory- 1 00 4 :&Mftven 5l 'I I�Ifllr im.l=d V­� 2/3 21l123 Yes t,.s WA 10W-100 5 sros Want Made #15 .�4 lesda I of: Garage Door Flood Vent Zsl ,023 Yes Yt5 N)A NrA a shas "VAm mod. 01so-s7e Woce Well Inwated Poind Vent lZtnT20 3 V� Yo, WA 7 ansailven 10000�lslf,40­574 1 2 14Saquot: Gani Do& Flood Vent 12*1 CO2D y es y A4 NIA WA Florida Department of Business & Professional Regulation fsae 2 d 4 Building Codes and Standards IZR022 Product Approval Application Dela 11 x: !we version, Manufacturer contact Engineer License Validated lay Validated Submitted FECApproval Approved Status Reshimun X120 Tliermra�Tru Corporation StQqe Jlmip.rson Lyndon F Sarrinot, P E RranJ King.PE miIW21 12131=20 G42212021 06"0Br2021 Approved Category. Exuri Doors IWO) 84--7528 PE-43408 ($IS) 767.6566 Subcategory Sanging Fxanrlor Door Assenrlshes, Compliance Method 1 Enialuatim Report from a m Florida Registered Architect or a Licensed Florida Pro etzional Erig-meef FL#204WR5 Products Quality Asisuranc Approved for Use Approved for Use Impact DeisjRn Seq 9 Product les Nurnagrorsalls Prod uct Doscirlinficars Contract Expiration Date in H'414.Z Outside HVHZ Resistant PressureA _._ 'im 'ifte, Q�ie aM moth star Nominal 6&#W 8 &.,L -T. I t�t&quoit: Opaque 1 M1 P102n NO Yee yso NIA. Composits, Edge Fibergiasa. Single Dpor (IrvAing(Outs.ing; X wnf,gurahitn) 2 It. Therm.-Tir. and Smooth -Star Homo.: Opq.. yes yes NIA Composite Edge Fmoral Wryse Door with Sidelfte(s) t nsv4ngA 1 U ". �, OX or OXO configundthinsl, r 7hermaTrui F'lper-Qa ao and Enwth-Star Nominal 0&40,3 Opaque 12i'VV2022 NQ yes yes WA Campo swEdge Fiberdliass Mules Door,aft or VA%howt SwOnes (If _­­;4P0.ssMsl XX or OXKO 4 d. Thermal J u Roe,�Cla­!c and Smstqth•Sllai Norri )requo 12131,2022 No yes yes WA Composine Edge pillsomiesa- 'Swiglo Door (Ir,avA,sysng; X cor4iV.nPri,) 11 e. Therms-Irw Fder�Oaiisc and t�nxsotrr�Star Nominal �&09, 0 Squot; I mpacv%rttsvl� Opaque 12rsli2022 No Yes yes NIA Qomposi* Edge Foergiato Segie Door wh Sidelite(,') rin,~%A_Iunoxlng; XO, OX or QX0 coff9urstunnsr 1. Therma-T. F,be,-Claissicand s-,vlood-:Tar Nominal 8&93Q,0 adrot insisaL%quol. Opaque 1131 r2022 lid Yes Yes NVA Composite Edge Fiberglass D- hso Door With or without Sidefitits, M or C.O(C cane-Ussrs) g . Ths,rmsi lc�beh �CsS. 9 Nominal IIUS,8 Glazed yes yes tv-1 Cornposit. Edoe nherul_ single Door (I n-WOfts�m9t X -rdig-lium) h- Themnis-Tula Rlse-_Class� a-d 4­stotfi-Sta, Nominal 6&439,8 &qwt Glued IWI, 02022 tie, Yes yea N/A Composite Edge FibeisPio Seigle Door Win Sid.Aite(.) 1. ­mW0ur.,.,tnG; XO, OX or 0X0 9 1, Therma-Tra Fiber -Classic and SinicollnStar Nominal 6&#39t8 &qui I mpachiristert, Glazed 1131 r.022 No Yes yes sac Composite Edge Fiberglass lsCi star Door with w without Sidelftes (insAinglOutsohrig; )Q( or C)DrC- oprifigurartions,) Irl l, The ma -Tina Nosh-0assic and 6moolln-Star Nominal 8&#?*,0 ilierjol; I ftvsacuqmstl Glazed 11'319022 "IQ yes 'yens WA Composite Edge Fiberglass Single Door (I nsWng00"dsM,iJ;; X configuralson) "I k. Thetmis-'rita Fiser-Caresid and Sinloolini Noni Wspc 84uot: ImpacAquol, Glazed -121310022 No Yes yes RrIA Composite Edge Flldergia�, Single Door with Side ws) finsaAngiCutsviin2: XO, OX or OXO osslrgurasontiy 12 t TH*rma-T;u Fdssr_Uare; Nominal 84#39;0 Glued No Y" Y" WA Composite Edge Fildentisse; Dcuble Door %ft or without Sidefthess flrasusogjotftvAnT M of 0)0(C configurations) 13 In Tharma-Tru finer -Classic and Smooth -Star Nominal 68,939;,9 Glazed Molded IM112022 No Yes yes N/A Open Composite Edge FilseTI)IAS,t Single. Door X vtrdllunahoth) 14 n Nominal 6&Ak3a,8 itiosut mpact8aium, Glued Molded I213112(c2- 14. Yes yes WA Open Composite Edge Fibs glasa, S; ngla, Door With Glazed Molded Open Sidelifirsisl lineWng,10unswrig, XO, OX crr QXQ currifigui raffirmall is ri. Thernna-Tv and Smooth -Star Nominal 5&PQ-,8 &quotjngpat&quot: Glazed Molded 12i31(2022 No Yes Yes NiA One'r, Composite Cog. Double Door with 01 , yAhowt Glazed Wded Open Sidelltes xxor 0>(XO configurations) 16 p. Tho,rria-Ta, Fiber -Classic and SitoDth-Star mOhnilrel 6&#39,8 &qUdrIrhzQct&qu0t; Opaque 120'3112022 140 Yes Yes NVA Composite Edge Fberallars; Estate Door Will I'solded Open Stonlrithts) il XOOX or QX0 ormfigurstrions) 17 q. Thernina-Po Fiber-C!,,ettic arid Smoot?°, -Star Normal &&939,8 &quot,nradact&quot� Opaque l213l/21022 No Yes Yes NiA Composite Edge l'ibergaizs Dou hile Door with or without Glazed Molded Open Sideriftes (Ins,mrig-foutswing: Xx or 0)01,0 caffigications) Florida Departrisaint of Business & Professional Regulation Building Codes and Standards Product Approval Application Detaill , , ,F-. ruabou'ris il:! il�i Data N"dals Ole T­ v.A­ M-firresurs, new.,. Formeer A ; t­sa valijeord P. rbselft r PAC A -mast Anwm srriNd,swa Re'vislas 2020 All Virmsiss. Arid D­ Eb-..t Sailing. Luis R.1an. Lamas a -en M. Lkidn, PE 1: 0 20 10M84020 WK12010 Z, S.Qote Approved Catell.1y: l f ] 171 ?) 3&-3300 PIE52514 l 7174 317-8454 aups.t.lisihi: gliding WWe" Dc, /­_Wrt, Complispoe Me#"; emWilron Report from a Fitch. Registdred. 1 ofA Ixmsed FICAdil Prof ssel-I FLAN$332,lu6 Products Cistal" Asavialiffer alsasydfalplar lasalthred far U, Im D-9- $ad a lifood Product -or Hem Product D029112tIOS 1111i outside, HWZ Lassain; 1 ALUMINUM SGD SERIES 4120ALUMINUM DUD OXC 12312724 No Yes 14.-3f4&q-' AJ3G_-q.,A NO.4-REINFORCE-1 2 $ERiES420,oUv NUMSGO SERIES 420 ALUMINUMS"a 07(L X01 M 1213V2024 Yes No RIA NON,415RNFORCEO 1 6"742 1 V3, f2324 Y­ Nm WA 145-,V4&WoiuqU0t F R E S 420 At U MiNU 14 ScC REINFORCED SERIES 42C ALUMINUM S-WREiNFORC ED OX, 12GV2a24 N. Yes No NUAL xo xxiiuquoiruisus, 5 $FR lrtt 420 0,L UNIHIUst SGC, RFIHF.RCCQ SERIES 420 ALUMINUM SW �E_,HFORCED X" 1201sh)24 No yes No WA 1143&%QI "A4,ewot; May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553,842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on; the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number ) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 1 1 1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FI_15332,5 +40.01/-40,0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94. F Li 5504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,7072727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60,0 psf 10/8/2,023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2,116/2024 C. FIXED MI Windows and Doors Series 185 FL1 5349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FI_13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERILAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1 6918.1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL150761 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie Isee chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A, 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/3112022 C® ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FI_6527. 1 - FL6527.5 N/A 3/31120230 D. MATERIAL Cast Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY -Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 11 copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if appro\ral cannot be demonstrated during inspection. 2M.41 012 1 1:03 1001.41 IN I 10 Eel il IT DATE Florida Department of Business & Professional Regulation sew I I Building Codes and Standards 1Afir2021 Product Approval Application Detail Florida Deparldri of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.;. I W 2 immsi Cade Enfithe M oat. no" Us Panniers Dart. MW Alto MAII&OWaIlL 90= zuwutuAlk= UtIll 14 jam,lubw&sd fec.Aftunaralill Amer -ad §Lgbm AS Wd..t and Doers Steil Sitiri American Architectural sleep M Lsautr -E 11/1712020 1111 712W21) 11,27)2020 Aphf-d Category: Ormarrs (-,U) 365-3300 Menus urass Associsficirs 717)3A7-8454 Subcategory: Singh Hung Iss:=.NrtgerQm'ead care Compliance Method: Centimalsart Writ sr Laftrg a. .& As- APP-d T- Use 6moyed f-ths. Impact 10-Im a-Prenuct Iii Nurnlw or Name, Product gesichd. Cataract Embrallm Date in HYN curi River Resistant priessurs 485 SH 52.7' FmlFlenge Frame IaWsa Sadie H-0 101,18f2023 1". Y- No -60i•6o Lambated Glass Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 115r0z Product Approval Application Detail code Eli or Dal. 2d. Islingling Ty.let filainiubdunsir craltaet Enalnw & [.[can" VANdfird ft Validated Sabran" Into A-,,W A,-d Status R-sis. 2-020 MI %10,idms end DoorI, ercn-t stlifide' Ameran Architectural $lawn M. Unch n I0A612C20 10006'2020 110ASnO20 Appirsed Category: wricices, 1717l 365-33G0 M-faict-A-meten (717) 317-8454 atilsCat.gi Halla.k.1 Sad., bafirge gim­d­ compliance 11011104: Cetfital MAN a i ELtim21.2LM-gdugl D-9-4 prodixt Model. tiludmr. of NMI ki'al Derscirtralon I HIS lffd Fin and Flange Frame TMAK insulated Gless stalty Assurance A2gLMd W Use Applayed for Us. 1MM Qgsiaa Cortu=0:9lil a) Dale oukBm ageligairt pressure 2 4 No Yes No .55J-55 Florida Department of Business 9 Professional Regulation Building Codes and Standards Product Approval ApplicaUm Detail Palle 1 .42 FIL11119-3mit" 99ft )I Date 29-0 W-. pandigg to 7W ysidga aittifert LagingE i li.lfitntR ldififtitild Ity VAIN90 EtML-- E5281111mall Am*.Y>KIR&I Herr :f-F"ta MI sfindows And 100cla arant sith.par Al"liagn ArOseakifal SMsal M. 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O 0 O 2 3 ' APA21, APA4, APA6, APVa4?1, APVA4, APVA6 ArB44., APB44R, A.PVB66, APB66R„ AP1388, APB88R, APB1010, AP B701tiR, APV644, Outdoor Accents A:nglas C"tr` d r=r Accents Post &3ase 2CMST1 S CfSTi , GMSTCI6 CS14 C,S'16, CSIS, C'S:20, CS22 Coifed Straps Coiled Straps 12 US Series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 518"' and heights ranging from g-14' to 16". � q 0 � p _ FL#95MR'8 APV844R, APV666„ A:PVB66R„ APV888, APVB88R, APVB1010, APV'B101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3,25-SDS, LGU3.63-SDS, LGU5.25-SDS Face mount hangers. O -1 '0 (z CIO , 4 APDJT2-4, APDJT2R4, APDJT2-S APDJT2R-6" APVD,JT2-4, APVDJT2R-4, APVD.IT2-6, Outdoor Accents D'eO,, Joist Ties 5 CTS218 CompressionlTension Saap 14 LU24, LU 6 LU28, LU210 Face -mount hangers (� O > lei# 1 ProdNu Product Modal. mber or Name SD10112DBB Product Dascri ptian Outdoor Accents Connector Screw 5 APVO>'72R-6 APHH46 APHH46R, APHH610_ APHH61 OR Outdoor Accents Heavy Hanger 6 . DSP, SSP, TSP Hi H1 OA, H245A, H- 146, H7Z, H16, H16S, H16.2, H16.25 Stud to Plate do Hurricane Ties 16 16 LUC26Z_ .� 1021 LUS seres hangers Face -mount hansom Face -mount hangers available in wldbris ranging from 1-9/16" to 4- U) • V_, I� � (1)" � p L 2 SD9112, SD9212= SDI 0112, SD10912 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, Al APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T ke-taArColumn Ties 8 HGT-2, HGT-3, H _ -4 Heavy Girder Tiedown 5f8" and heights ranging from 3" to 10-15/16". (n O LF-l' 0_ 3 4 SD9112SS, SD6212SS SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SD Connector SS Screw Strong -Drive SDCP Tlmber•CF Screw 7 8 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR BVLZ Outdoor Accents Light Hangers Bl ck veneer Ledger Connector g U HS24 HSS2-SDS1.5, HSS m-SOS3, HSS2-3 SDS3, HS.S4SDS3 Hurricane Tie Heavy Stud Shoe 17 18 MG U3,6 3-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5,62-SDS, MGU7A0-SDS MID series hangers Face -mount hangers Face -mount hangers avaitabie in widths ranging from 1.9116'-to 5- .E (D 4- F_ V J Q SDCF221:134, SDCF221334, SDCF2710.58, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HS'T6 Straight Straps 1./8" and heights ranging from 6-1 511' be 19-112°'" i 5 SDCP212434, SOCIa`22512, SDCP22614, SS3CP22700, SDCP22858, SDC11522912, Strong -Dens SDCPTimbe,r-C'P' Screw 10 CJT3Z„ CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20,: HTS24, HTS26, HTS30 HTS30C Heavy Twist Strap 19 I+4US26, MGS28 Face -mount hangers 6 SDCP221100, SDCP2211134, SDCP271400 SDHR27400, SDHR27614„ SDHR31400„ S DHR31614 Strong -Drive SDHR Combo -Head Screw 11 12 DJT14 IDS Deck Joist Tie Dry `:Cull Stop 13 14 HTSQI OKTZ, HTS020KTZ LFTA Heavy Twist Strap Light Floor Tie Anchor 20 SUR, SUL, l_RiRC, SULC series hangers Skewed face -mount hangers available in s iiths ranging from 1- 9116" to 3-9116" and heights ranging from 3-1/16' to 13-314'. 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC41FCB Fram-rag Clips 15 LSTA9, LSTA12, L T4`S, LSTA18. LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SD6 00, SDS25800 14 FWANZ Foundation Wall Angles a LST149, LST173 Haight Straps 2X and 4X models; only acute flange is concealed. i 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAi, GA2 Guswat Angles 17 LT820, LTS40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116' to 9 SDWF2716, SDWF2720" SDWF2724, SDWF2725, SDWF2730 Strong -Drive SDWF Filoor-to-Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurrk:_ne Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6"' and heights ranging from 2-5113 to 11-114", 117 118 HCJTZ HH4, HH1 Heavy Concealed Joist Tie Header Hangers "9 20 MGT MST 27, IvIST37, MST48, MST'601 MST72: Medium Girder Tied own Straight Straps FL#100007-RS 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9„ MSTA12 IVISTA15, MSTA-18, MSTA21, MSTA24, MSTA30, M5TA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L -60, L70, L90 Anger 22 MSTC28, MSTC40, MSTC52, MST066, MSTC78 Straight Straps Sect it Proclu-ctMotifiell. Number or Name Produce 21 LCE4 Post Cap 23 MSTC4863, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Dascirlpiion 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS3 9 S50, LS70, L590 Skewlabie Angles 24 MSTI26. MST136, MST148, MSTI60, MSTI72 straight Straps 1 BA series hangers Top flange hangers available in Ywifts ranging from 1-9116" to 7- 2 ATU05, ATUD6-2, ATUD9, ATUDO.2, ATLI -S, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30", 3 BP3/8-2, BP1/2, BP1t2-3, SP518-2„ SPSIS-S SP3M, BP314.3, BPRT UD3-4 Bearing Plates 24 LSD26LZ, LSSJ26RZ„ LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCI.-xl0-12, NGA202-12, NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in vvidths ranging from 3-5M"to 7- 4 CNW3/8, CNW1 2, CNW518„ CNW314, CNA15f6-1f2, Ci1IW,V4-516 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR 27, L SSR2.56, LSSR2IG Z LSSR410 Field Adjustable SlopeableiSkewable Hanger 27 RCVVB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-14'to 24". 5 CTUD55, CTUD65. CTUD66, CTUD75, CTUD76, CTUID77, CTUU67, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, L"I"P5 'Tie Plates 28 R'PS°18, RPS22, RPS28 Repair Palate Strap 3 DGF iseri-as hangers Top flange hangers available in widths ranging from 1.192" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28?, ML21OZ Angles. 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-14'to 24". 6 INS, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in vvidttls ranging from 1.314" tc 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUDS, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Root Connector 31 SPH4, SPH6, SPH8 Heavy Stub Plate Tie 5/8" and heights ranging from 9-114" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MIM0-8, MMLU28-2. MMLU210, MMLU1211, MMLLl MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7 EGO series hangers Top flange hangers available in vvidths ranging from 5.114" to & 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST91 ST12, ST18, ST22, ST292, ST2122, ST2115 ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 1 V to 32 112". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, T630 T636, T542, T648, TB54, TB56, TB80 Tension Bridging 6 EGQ series hangers Top flange gangers available in vWaas ranging from 3-5W to 7- 11 URS4 112" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 3S r'tA(B10, TWBI2, TW814 Wall Bracing 1/4" and heights ranging from 11-1/4°' to 32". z 12 URS5 5/5" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss C.17ps 36 VGT, VGTR. VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1W to 6-718' 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 VWB106, W13106C, WB126, WB126C, VVB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in moths ranging from 3-1/4" to 7- 118" and heights ranging from 11"to 32". FLrfl£k441-R6 PLin0031-ft0 9 H6 serer hangers Top flange hangers available in walrus ranging from 1.9/10" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". Se¢ # Prodact-Mcial, Number or Name Product De_6crilstion _# Prgiduct_Modsi. U11mber ar Name Product Description 10 HGLS serves hangers Saddle hangers available in widths ranging from 5-114" to 8-718" LU 1 DTT2 Hokf-duren Seq # Product Model. Number or Name Product Description 1 CBI°i'2 57x5 5, Ce ;. 37x7.63, C'BHZ374 76 Conceaed hanger& and heights ranging from 10.117to 28"- 2 HDC10N4, HDC1OJ22 Hold-down 1 AHEP Adjustable Hip -End Connector IDU, DHU, DHUTF series hangers Face -mount (DU, DHU) and lop -flange (DHUTF) hangers 11 HGLT series hangers Top flange gangers available in widths ranging from 3-114"-_ 8_ 3 4 HDQB, HHDQ11, HHDO14 HDU2, HDU4, HDUS, HDU8, HDU11, HDU14 Ho6dowm Hold-down 2 3 DSC2R-SDS3, DSC2L-SDS3, D5"C5RSDS3, DSC5L-SDS3 GBC Drag Strut Connectors Gable aace Connector available in Wifths rang€rig from 1.9116" to 3-9116" and heights ranging from 0-116" to 23.15116". 12 HGLTV Series, hangers 7/8" and heights ranging from 7-11T'to 32". Top flange hangers available in widtins ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Pate 3 HGU3.63-SDS, H - - _t5-SDS, HGU5.50-SDS, HGU5.62-81DS, HGU7 00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33' 6 LSTHD8, LSTHD8RJ Strap -style hold=dovin 5 HHRC2-2_ HHRC42, HHRC42.2, HHRC4/1.81, HHRt 44, HHRC5.2513.25, HI-tRC5.3713 12: Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-51-16" to 3- MASA, MASAP Foundation anchor strap HHE?(..rr 4 HCU C ea,- hang.- Baca mount hinge V-a-itabla in v idth. -Sins firm 1 a/e" to i All A" and weights ranging fmm 1li'� to 7R' 8 MPA132, MPA144 Strap -style purfn anchor 6 HRC1,01, HRC22 Hip Ridge Connector 318" and heights ranging from 5-TY16" to 92-7,r8", 14 HUSTF series hungers Top flange joist hangers avai ble in widths ranging from 3-118" to 9 PA18, PA23, PA28, PASS, PA511, PA68 Stral-style purlin anchor 7 LRU283, LRU28, LRU210, LRL1212 Rafter Hanger 5 HHGLVto 25+ SDS, HH GU5.50-SDS„ HHGU5.6-2mSDS, HHc:,U7.00 :SDS, HHGU7.215-SiOS, Face -mount hangers 3 9/16" and freights ranging from 5.3,18"to 13.118". 10 PAJ118, PA1,23, PA, 28, PAI35 Strap -style purlin anchor 8 LSU26, LS'SU28, LSSU210 Light Slopeab€elSkawrable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange gangers available in versus ranging from 1-g116"to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TBEB Tr rs�s Soaring Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hanger 1/2" and heights ranging from 3-7116" to 15", Concealed flange 12 STHD14, STHD94R J Strap -style hold-down 10 T024, TC26, TC28 Truss Clip HHUS7 25fl0 version (HUCTF) available for all models having width equal th or 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger HSUR, HSUL, HS ._ C, HSULC series hanger;? Skewed face -mount rangers available in widths -ranging from 3- greater than 2-9116", THAC422, THA426, THA422-2, THA426-2 118" to S-118" and heights ranging from 4-314" to 15-3/4". 16 HWP severs gangers Top flange hangers available in winkle ranging from 1.9116" t4 7- 12 THAN .81ia'.2, THAl2.06122, THAI2.1122, THAI222, THAI`822, THAI3522 THA1422 Adjustable Truss Hanger Sized for €-Joists Concealed flange version (HSURC, HSULv) available for all 118" and heights ranging from 5-318" to 28" 13 THAr-12`2, THAR422 Skewed Truss Hariuer double 2X, and 4X models; only acute flange is concealed.' 17 HV,/PH series hangers Top flange hangers available in vh dths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26„ HT1.128, HT U210, HTU26.2, "I U28-2, HTU210"2 Face -mount hangers 1/2" and heights ranging from 5---3/8" to 32". 15 'rHJM2-4-SDS3, THJM2-5-SDS, THJU26, THJU26=W Multiple Truss Mangers S HU, HUC serves hangers Face -mount hangers available in vw dths rangi9 c from 1-9/16" to 7- 18 iTS series hangers Top flange gangers available in vathns ranging from 1-9116" to 3- 16 TSBR2-24 Truss 9paver-Restraint 10" and heights ranging from 2-7/8" to 19 v 7', Concealed flange 518" and heights ranging from 9-116" c, 16'", 17 VPA2, VPA25, VPA3, VPA35, VP" Variable Pitch Connectors version (HUC) a -vat bee for all models having width squat to or 19 J8 se a ,gets Top flange hangers available in w dik of 1-9f16" and heights 18 VTCR VarliayTrussClp arenter than 2.9116"- ranging from 5-3/8" to 7-114". -? HUC01.81t9-SDS HUC01.81111 "SDS, HUCO210.2-SDS, HUCO210.3-SOS, HU00310• Face -mount hangers 20 JBA series hangers Top flange hangers available in vvidth of 1-9/16'and heights SDS, HUCQ410-SOS, HUC0412-SDS, HU t-5.2519-SDS, HUr05-25111-SDS, HUCQ610- ranging from 9-3116" to 13-118" SOS, HU'C0612-SDS pia Virtual Revie� for ns Revl.,w W Assist. c0mpliancmpletedand e with by Debra 020 FBIh Annebe Fd9d do r pX2 Simpson Strong -Tie 2020 FBC Approved Products Updated Vi3012020 � Simpson Strom -Tie 2020 FBC Approved Products Updated 12130,12V20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r39,20­20 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213=020 For direct finks to all SST approvals listed below. CLICK INME. �- ,, w :. ,. For dlr-t links to all SST approvals listed below, CLICK t= �_ ,. :. For direct links to all SST approvals listed belrow, - -'- 14FRE. _ - E: -For direct Inks, to all SST approvals Iced below, CLICK HERE . For additional rhfrxtrretion wagering Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance fF�t€rA1, v, ICK H ftE. s ^cr ardR�nal information regard=g Florida's Statewide Frcrlu� Approval System and frka,+rivl'ade County Ncti,� fi A�-�-,..tance (NOA), ;.4t�y - - - - -_�. - - a Approval -zrr±nr- n4 Miami -Dade Ctx€r'r-N� For additional infrxmafadn regarding . Id de , tom_ ,da Product App rn � _ a Mremr r f a ce rN A_ -.-� _ � � o Accept n „ �. __._MERE a F - - _ , . " �;a�r#idnai information regarding Florida's Statewide, Product Approval System and Mtarr�Cade County Notice # Aoseptanre (NOA), �L Cam. 21 LB series hangers Top flange hangers available in width oft -9116" and heights F011468-R5 18 5&BV1.56, SfLBVi,81, SILBV2 06, Sl BV2.37, S"V2.56, S/LSV2.68, S/LBV3,12, Top Flange Joist Hangers 5 SET-A"fa Adhesive Anchor for concrete ranging from 5-3/8"' to 15-1f8°'. S1LB'V:3:56, SrLBV3.62, SILBV4.06, SWLeW 12, S1LBV4.28„ SILBV4 75, &LBV5.50 6 Strong -Bole 2 (ST62, ST824SS, STB2-6SS) Strong-Solt-3 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers avallable In width of 1-9116' and heIght's Slew # Product Model Number or Name Product Description 119 S,r_T"r2Q SX)TT27r-`TTl4 H 114, H TTS Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3,116" to 13-9/8". 11 HHUS210-3„ HHUS210-4 Jo t Hanger 2T} Jf,1.ST60, &MST72 Straps 116 mid (10 go) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Then HD Heavy Duty Screw Anchor for concrete and masonry, 23 LEGS, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33112". 3 HUCQ210-2-SDS, HUCO210-3-303, HUCQ310-SDS Jest Hanger � SSP, DSP, TSP Stud Plate Tics stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2. THGB3, THGBH2, THGBH3, THGBH4 J� Hanger 3 ;a, C: DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7- 5 THGQ2-SDS3, THG03-SDS4-5, THGQH2-SDS3, THGQH3-SDS4.5,, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (f HD37634R(-, TH050934RC) Titan HD Threaded Rod Coupler for concrete 26 MIT lanes hangers Top frangc hangers available in widths ranging from 1-Gil 6" to 6- a THC'VV:3-3, THCWJ3-4, THOW4-3, THCVV4-4 ,.iolat Her„gcr 25 TJC37 Truss J-1, Can caeatcar J Titcn HD Threaded Rod Hanger (THD@25168RH, THOSS71 RH, THD372:12RH, T°wtcn Ha Threaded Rod Hanger for ,onorctc 1f8" and heights ranging from 9.114" to 24"'. THD50234RII, TH010212RH) 26 PF, PFB, PFDB PFDSB series hangers Top flange hangers available In width of 1-9116" and heights 10 Wedge -AI prIA) Wedge -Ali Anchorfor masonry ranging from 3-3f8" to 7®1J8" 171.9111473-RS FL#139o4-R5-R5 (D 27 28 RR VVP series hangers Ridge rafter an ers or Top flange hangers available in w.xdths ranging from 1-9/16" to 7- available Sen # product RMsdel. Number or Name Product Description SE�L# Product Model Number or Name Product DescrLpticrn FL#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DF-TAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHOG, CCQM4.62-SDSHD3, CC QM5.50-SDSHDG, CTQM3.62-SDSG, Masonry Pier Caps 2 3 FGTR, FGTRHL, FGTRHR H16 HISS, H16-2, H16-2S Girder Retrofit Anchor Hurricane Tie CCTQM4.62-SDSG, CC7QM5.50-SDSG, CCCQW3.62-SDSG, CCCQM4.6--SDSG, CCCQM5S0-SDSG Sep # 1 Pno_dWclt model, Number or Nama AT-XP Product Description AT-XP High-S-tiongth Acrylic Adhesive for concrete or masonry Fl-9t 111111RA 4 HFTA12, HFTA16, HFTA ` i. f-i_-i'H5l4, HE'T'AAil F'mt9ddeel T"nzce Annhnr 7 C=CC.1 OM.3' 8hC-KT, Ft r,-1 CiTO4 A51r_KT, PECI _This 1,nf;-KT, r(.r'i I col 2F.3 82{T-KT, rAnsnnry Pier Cane '; FT -Hp FT -HP Fpnry Adhiinivi: for masonry 5 HETAL12, HETALI6, HETAL20 Embedded Truss Anchor' ECCLLQM04.62G-KT, ECCLLQMD5.507` Kr ECCLRQM03.62G-KT, FCCLRQMTJ4.62G- 3 SET-XP SET -Kra High -Strength Epoxy Adhesive for masonry Sea 1 Product Model, Number or Name ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA66R Product Description Adjustable Post Base 6 7 HG'AM10, HM9 HHETAI6, HHETA20, HHETA24, HHE-FA40 Masonry retrofit connectors Heavy Embedded Truss Anchor 3 KT, ECCLRQMD5.50G-KT HGUMS 25. HGUM5,50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 4 5 Strong -Bolt 2 (ST62) Titan 2 (-1TN2) Strong-Boft2 Wedge Anchor for masonry Then 2 Screw Anchor tor Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5.6, ABU65, ABU66, ASU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3SDS2.5, LGT4-SDS3 GirderTiedown 4 LGUM26-2, LGUM26.3. LGUM26-4, LGUM28-2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers a Titen HD (7HD-H4SS, THD-1­16SS, THD-CS&SS) Titan HD Heavy -Duty Screw Anchor f-,r concrete available in 304 3 ABU88R, ABU1010, ABU1010R, ABU121 Z ABU1212R ABW44Z, ABW44RZ, ASW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 9 10 LTA2 META12, META16, META18, META20, MEI`A24, META40 Lateral Truss Anchor Embedded Truss Anchor 5 LGUM210.3, LC-UM210=4, LGUM46, LGUM48, LGUN4410 MBHA31219.25, MBHA3-12fl1.25, MBHA3.561725, MSHA3.56/ 25, MBHA3.56111.25, Masonry Top Flange Beam Hangers or 316 stainess steel with hex head, and 316 stainless steel with countersunk head. z 4 AC4„ AC41R, ACE4„ AC6„ ACi ACE6 Post Cap 11 L 0 MSTAM24, MSTAM36, ,MiSTCM40, MSTCM6' Step 'or Masonr F -_, y MBHA356/11.88 MB*+A'.S6J1 4, MBHA3 56116, MBHA3.56f18, Mi3HA5.50f725, 7' Titan Turbo (TNT) Titer Turbo Screw Anchor for concrete or masonry 5 BC4„ BC46, BC4R, BC6, BC6R, BCS, SC52-2t4, SCS2.316 Post Cap 12 h1TSM16, MTSM20, HTSM16HTSM;TO Twne Strap for Masonry MBHA5 5019.25, MBFA5 50111',25, MBHA5.50111,88, MSHA5.50,114, MSHA5.50116, }� 8 C1844„ C846, C648, CBS6, C868 Embedded Column Base MBHA5.50118 7 CBSQ44-SDS2. C Q46-SDS2, CBSO86-SD82, CB'SOWSDS2, CBSQ88-SDS2 Embedded Column Base 6 MSHIJ3.56J9.25, MBHU3 56111.25, IVIGHU3.56111.88, MBH1U3 56M4, MBHU3.561% Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Boned column caps with W1 ranging from 3-114" to 9-1/2" and FL#11496-R5 MBHU3.5&I8, MSHU5.50/9.25, MBHU5.50111.25, MBHU5.50111.88, MBHU5.50114, W2 ranging from 3=5/8" to 7.11Z' MBHU5,50116. MEHuSS 118 Sea # Product Model. Number or Name Product Description 9 CCQ-SDS25 EidCQ-SDS2.5 Sens Screwed column caps with W1 ranging from 3-114" to 9-112" and W2 ranging from 3-SW to 7-1/2"' Sea # 1 Product Model. Number or Name OTT1Z Product Description Deck Tension Tie 1 X3481016-5K, X1S10161 X131016-4K, XQ1S1016, XQ151016-4K #10-16 Strong -Drive X Metal Self -:Tilling, Tapping Screws with #3 Drill Point > i /•� �,/ J 10 CPT44Z, CPT65Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13575-R'6 2 XLQ114T 2ZA XLQ1 14BI 224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EP644A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD38H05B, HD76„ HD98 So6ted Holowns Screws with #5 Drill Point and Large Diameter Hex Washer Head CIO 12 EPS4Z Embedded Post Base 4 HTT4, HTT5" HTT5-3M Tensron Ties Ssg # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ11461224-2 #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling O 13 14 LCB44, LCBW LPC4Z, LPC6Z Embedded Column Base Light Post Cap 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SD'v 2300, SDW22338, SDW22438, 'SDW22458, SDW22500, SDW 2600, SDW2638 2, SDVM634 Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws 4 XQ114S1224, XQ11461224-2.5K, X114S1224, XQ112S1224, X0112B1224-2K Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self Drding, Tapping Screws wl #5 O 15 16 MPB44Z, MPBWZ, MPB88Z PB44, PB44R, PB46, PB66, PB66R Moment Post Base Embedded Post Base FL#1362fil 2 3 SDVNC15450, SDWC151300 SDWH 193WDB, SDWH19400DB, SDWN19600DB, SOWH19800L , SsOWHI91000D6 Strong -Drive SfYWC TRUSS Screw Strong -Drive SDV'VH TIMBER -HEX Screw 5 XU34S1016, XU34B1016-5K Drill Point #10.16 Strong-Driva XU Metal Self -Drilling, Tapping Screws nth L 17 PBS44A, PESO, PBS66 Embedded Post Base 4 SDWH27400G, SIDA".27600G, SDW-i2780W, SDWH271000G, SDWH27120DG Strong: -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point ^ 18 19 PBV6, PBV10 PC44.16, PC46-16, PC4816, PC64.16, PC66-16„ EPC44.16, EPC46-16„ IEPC48.16, Round Post Base Post Cap Sea #' 1 Prodkl gaol. Number or iyl Noma SS&8x24, SBV8x24, SB'1x30 Product Desgnigtion SBAnchor Soft 5 6 :DW816212, SDWS16300„ SDWVSi6312, SDWS1640 0 SOW'519600, SDWe19712„ SDWSZ v 2400,SDWS22500',SDWS.-,512, SDWS22600, strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screwv(Interior Glade) EPC04.16„ EP066-16 2 SSTI916. SST820, SSTB24, SSTB28, SSTB34, SST , SSTBt 6L, SSTB20L, SST624L, SSTB .Anchor Bolts SDV'wS22800, SUAS22900, SDWS22100Q SDWS221100, SDWS221 0, SDVV=1500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PCBRZ, EPC424 EPC4RZ, EPC13Z, EPCBRZ, EPC8Z, EPC8RZ Post Cap 55TS28L 7 SDWS22300DB, SDWS2240QDB, SDWS225000B, SDWS226WDB, -` WS22800'DB, SDWS221000DB Strong Drive SDWS TIMBER Screw (E>,°terior Grade) Seq # Product Model. Number or Name Product Description ♦},� V 21 PPB44-4Z, PPB44-OZ Pest 5- 8 SDWS22312DSB; SDVV322512DBB Outdoor Accents Structural Wand Screw 1 OSSCB43 5, OSSCB48, DSSCB48, OSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13672-R4 9 SDWS273005S, SDv`rZ2740OSS„ SDWS27500SS, SDWS27600SS, SDWS278WSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45,5„ FCB47,5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector TZ SDVIS271000SS SDwrS271200SS 3 FPHSD3451016, FPHSD3461016, FPHSD34B9016.51K, PPHSD34SI214, FPHSD34612114, FPHSD34B1214 SK #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- Screws O Sett # Product Model. Number or Name Product Description 10 SOWVI3400 Strong-Drhwe SDV`VV SALE -TO -RIM Screw Drilling,' Tapping F j -R5 1 2 CK`3112, C MST14, CMSTCI6, CS14. CS18, M8, 0520, CS'22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, IMST126, MSTI36. Coiled Straps Straps 97 nit (12 go) 11 STN22 Outdoor Accents: Hex Head Washer 4 5 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC625 LSSC4.25, LSSC6:25„ SSC2.25, SSC425, SSC6.25, MSSC2.25, MSSC4.25, MSSC6,25, Steel Framing Connector Steel Stud Connectors U 0- Le-qff 1 Product Model. Number or Name FJA„ FSA Product Description Foundation Anchor 3 MST 48. M-ST160, M.4TI72, VIOCT27, SWST37, St4tS-r,.T HIT S16, HTS20, HTS24, HT528, HTS30, HTS300 Heavy Twat Straps FL#E5 0wR3 6 MScr_4.25KW, M',SSr':6.25KW RCKW3, RCKW5.5, RCKWY7.5, RCKW3S, RCKW5,5S Rigid Knee Wail Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST 73 MSTA9, MSTA12, IMSTA15, MSTA18 MST+-21, MST,A24 Straps 43 mil (18 go) 7 SCB43.5- SCS45 5, SCB47,5, SCB49S. SCB411:5, MSCB45 5 MSC847,5 Bypass Framing Slide -Clip Connector 3 GH466, CH 15 6, c�H4a-6, Gwla-a, CH4�10-a`, GH,110-8, GH -6. GH66-8, GH85-6. GH - 8, GH610.6, G' 10.8 Girder Hanger 5 6 LSTAQ LS Ai2, L,STA15, LSTA1S, LSTA21, LSTA24, ST292, ST2122, ST2`i1a, ST2215 LSUBH3.25, SUBH3.25, M,5r E 13.25 Straps `33 mil 20 go) Brkgi rg Connector as 1 PrMduct Made•. hiumher or Name AS 18, AS 18S5, AS 1SS6 Product Descrioii 18 ga. Truss Plates 8 9 SCS32-; 7, SCS62-6Q7, SCS62-6MI8, SCS82-5MIS SCW3.25, SCW5.5 Bypass Framing Connector Head -of -Wail Slide Clip Connector' Clio 4 5 GLB5A, GLB:SB. GLB5C, GLBSD, GLB7A, GLB716, GLB7C, GL570 OLBT512, G`ELT6'2, GLBT516, GBLT616, GLBT520„ GBLT520 Giulam Bearing Plate Glulam Bearing Plate 7 e: LTP5 LTS12, LTS18, LT'S18, L'T:S20 Lateral Tie Plate Light T u-tS'traps 2 3 AS 20HS AS-20 20 ga_ High Strength Truss Plate 20 ga. Truss Plate 10 11 SJC8.25, SJC10.25, MSJC8.25, MSJCID.25 SS83.518 Steel Joist Con nectvrs Bypass Framing Slide -Clip Strut Connector co 6 HGLBA, HGLBB„ HGLBC, HGLBO Heavy Gtulam Bearing Plate MSTA30, MSTA36, ST621 w, ST6224, ST9„ ST12 ST;8, ST22, MSTC28, MSTC40, MSTC52 Straps a4 rmil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #94-14 Strong -Dive KLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MST.. . MSTC78, ST623e Straps 68 mil (14 go) Screws W 6 UFP10-SDS3 Universal Foundation Plate 11 MTSi 2, MTS16, MTS18, MTS , MTS30, MTS24C MT S20C ftsdlum Twist Straps 13 XQ1S1016, XQIel016-4K, XQ1S1214. X012121 A-2 SK- XQ78S1224, X078BI224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self-Drilling- 9 URFP Universal Retrofit Foundation Plate 12 S/B1 56 Set 81, S/B2 06 62.37, S162.56, S/B2W, SrB112, S183.56, S/B3.62, StB4.06, 084 12, Sft34-28 S84.75 S165,50 Top Flange Joist Hangers FL#15730�114 XQ114S1224, X0114B1224-2.5K X0112SI224, XQ112S1224-2K, X3481016-5K, X151016, X"B101fr4K, X1$1214 2181214-3.5K Tapping Screws Q Z 13 S1BA2 -213, SIBA2.1210, SGA2.12112, SIBA212114, SIBA4.188. SISA4 18J10 Top Flange Jost Hangers Seg_# Product Model, Number or Name Product Description SeA4.18112, S1BA4.IalA 1 ET -HP Adhesive Anchor for concrete z 14 SIH1A Hurricane Tie 2 GAC, GDP, G DPM=W, GDPM-75, DDPM 100, GLIPS; GW50, GW r5_ GVAV l00, GTIH Gas -actuated fasteners and assemblies Q 15 S1HOSS, SvHD8B„ S/HD10S. S -HD10B, S1HD15S, SiHD158 Holdowns 3 PDPA, PDPA-K, PDPR MG, PDPAT, PDPAT K PTIW. PINWP, Pff ryW-W, PDPAWL, POPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 Powder -actuated fasraners, threaded studs, and assemblies -d 16 17 C'HDU4, .SIHDU6, S1HDU9, S1HDU1l SUCT, SIHJCT Holdowrrn_ Joist Hangers 4 SET-3G Adhesive Anchor for concrete d SHEET NO. PA 102 (D C_ cn co CD 0 -a > MIAM o MLAM-DADE COV.NM* 1 r FF, PGTIndusnies. Inc. PGT hidn-wries. Inc C- (D 0 L_ L_ CD_ = PRODUC TCONTROL SEC TION PGT Indusni jhc. (L) o 2 I 18,01, SW 26 5 L-M RQ*01 209 " 'NOT ICE O�F ACCEPTAN CE: EVIDENCE SI-B N[ITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBIAMTED cu -0 0- DMIR'naNT OF AFAMMATORY VVIDECONOMIC MOi MXR1 NfimuL Flands 3175-2474 BOARD A2ND C ODE AD3MISTItATIO-N.D�l�'111,S�10.%( 31,5 IF (7M 31-5-1599 NOTICE OF AC"CEPTANCE: EVIDENC, E S17B]NEITTED (D 4 .15:00 NOUCE OF ACCEPTANCE (NOA) L Evidence submitted ander preiious NOA D. QUALrrYASSURXNCE 0 -1-- Cn A, DRANN"riG_3 B� TEST�� "urinued) 1- Mliani DadeDepartment offReplatory and Ecoi Resottrices; (R.ER)- -0 0 -0 - PGT I mks. Int- ndus 107 0 Technology DA-ve. die drawini sections 2 'E. '.NLALTERIAL p L_ 0 C) 0 3: North Venic e,'FL 34275 6abw Nerf aneler Not� 11-010, 7� 04) - orm, Stattic Pressure Tegt per FBC_ TAS 2) Unif 4 CERTIF ICATIONNS — 0 LL zNw. -54'70A -Vuxv1 Slidur Glass,Door N(.1tA 6LD6l')­_ Sheets 1 Dra, win- MD k litled' 3) Water Res ist aace Test., per F.Bc - fA S 2) 02 -'94 1 Not ice of Acceptance No . 15,41-52 8.1 �4 issued t 0 Vision E=tsion L ituited f or the, r — CU C:) T1- NOA is betug issued �under the applicable tulezand regulatioas governing the use of coastruction materials. The through 2 -1 of 2 by inanin 4)Larile' I%ItsWe Iri Test le-FBC.TAS_201�94 Wkke RLaRt PVC: Exterior ExtimcAons for Windows and Doors". dried 08,1111, 5, cn E C) > 0 documentation s�tuxnit*d has been revievved and accepted byNhanu-D-lade CounlyRER-Product Coutrot Section to 041.05,17. kmed and sealed bT A. L-;�m -Miller. P-F_ 5) Cyclic Wind Presawe Loadinepiff FBC. TAS -103-94 eXpTMg an- 09,3019. cD C/) be used in Nliatin, Dade Couary and otherareaswbae allowed b-i-dre Aurhcnn-Jiz%,uq_ juxisdicuen (-AIM 6) Fowed Etutv T.Pet, -per FBC- -'02-94 2- Notice of Acceptance No. 16-020.08 ismied toVision ExMisionLinuted fortheir"VE C_ U) "o 0_ llisNOAshallnotbt vialid afterthe expiration datee stated bekAv- The Nfiami-DadeCountyProdixtCoute -Secdoti B. TESTS -dongo hmarked-upidfaA, gsandestall;itiondiagainofi -myl sliding glass door. p-i-epared - -hire) Rigid 1000 Tan 202 and lighter Shades (No" PVC Exterior ft"sions for U) ii� I lnN1a:niDade Couitty),andorthe AM (U2 ifftealothef than,N:liawxDa&- Cci reser%-e 1hie riphl to hai-e this 1. Test report on 1), Urtiform'Static Air Pre --sure Test. per FBC , TAS 202�0_4 by Fmestratjon Teiting Lab,� Ivi:.. Ters Report No� I-n. 8549. dated 1-0615. s-iesedl and M*hidows and'Doors". dated 12,08,ill 6� on 12C19til. e-WO-MI-2 wo-duct or tilate.tial tested for quality If this piDductormateriatfoilo topelforria in the accepted matittei. the mainifitcruter will iricurthe expense ofsuch testing and the -AMmayinimediatetvrevoke- nrodify� or I 1) L arge I'Missile Impact Test pef F&C, TAS -10 1-94 3) C yeic Wind Presstu:e L o a d in g Pe T EB C - T1 A S 2 0 3�44 sealed b-v Idahnis Onega- P. E. (Test repon revised ota IM4,;I�s zmdO11 11!16) 6. T es'. report on 14 infil t rat ton Test, per FB C - TAS 2 0 2 - -44 I Notice of Acceptance No� issued to Vision Extritsion Lisvited fortheir "Brown Coated (Tainted or Laminated) White Rigid PVC Exterior Extritsions for suspetiid the use of such produ--- or material within their urisdic�ticin. RER reser.es; the to re-kvke this nP1 draWiligs A - I nze door- 2- Static Pressure Tc­= FBC, TAS '2021-94 Mbdows and Dooi -s".date!08`13'15�u*ing ori,091W011-4. along with marked -up and =_ allarlop 12 grain 0 1 VIM-7 shdL preppal ver accepta=e.ifittis- ieternined by ManLi-Dade County- Product Coutol Sec, tion that dri.- prodtx t or material fa th to by Fenestratiom- Testing Lab - inc, Test Report N o. FTL 8771 d at ed 121,167. 1 ned and - g - 3 %TarerRe�istarice Test. per FB TAS202-914. icecifAcceptanceNT- A Not 16-0"U 2.02 issued to ENERGI Fenestm tion Solutions US_ uri-mitherequireramisof the aWlicablebitildingco4e. Tbi-sproductris aplxmvdas dewribedlietem arid has be-, a designed to cooVjy%v­rth the Florida BuildingCode. it !n�dmg the High. Velocn:,, Hurricane Zone. sealed by Idahmis Ortega, R, E (Test report revised cli 02`15,16,Md 0-12+16) Test report on I)AkInfiltration, Tesst� per FBC', TAS 202-94 4) Large Missile inii Tfta pet FBC, TAS 201-N 5) Wuid Prestre Loading per FB C,, TAS 03 Inc. for their "MALN 3040 and L' hter Shades (Nion-Nikifte) Rigid P 7 E. 19 1 C vNior Extrusions for Windows and Doors"' dated 09115,46. ex-piting on 01�04,0.1. Dr-s-cmPTioN. -5.5-7a'2770" 2) Uniforn,- Static Air Prersure Test, p---- F BC.TAS '202-04 aloug with marked-w ofawings ar-rd of vinylk tag glass docr= prepared 5- Notice of AccwtauceNo. 16-0712.04 issued ioENERGIFenestratiouSohttw�115 USA- seties Vinyl Shiling Glass Door (Reftiforced),rriwe 006 & 1,350 cornerss.L.-M J. "Bronze - A PP` R ON --U DO "MNE Dmvinag No, N1 D 4', 70 .0 Rer B. titled �V u*4 S hd in z Gin s D 00i N0A(Lv-fj'- 5,biem 3) Water Resia=ce Test- per FBC_'L=kS 20 2-94 bv r viation Testing Lab- Inc.. 1tst F_--nort No- FTL 8552. dated _1104:1 5� signed and Inc. for the-d and Lighm Shades of Cap Coated Rigid PYC Exterior I _N-T: I througli 21 of2 L prepared by mantifictum. dated 10 �05;1 5 and last revised on 0�jOD2 L signed and sealed bv W 4 L; Ar g e Nhs s 1 le I MP 2 c t Te si M F B C � T, k S _2 0 1 - 9 4 5 �L - Cyclic Wind Presswel oading p e FBC-- TLkS 2013-94 �sealed by Idalnus Onega. R E, (Test reportt revised L 0 2:15; 2 0 16-31 - 7. Te;t ir-porT on 1) 1-Inif'orm S c ant: An, Pressure Test. per FBC, -1A S 202 J)4 Extrusions, fibrWindows. _ n 04 V and Doors" dated 0945,16. expirig o P'l 62 6- Notice of Acceptance No, 1"71103 issued to EN On 0111 nS U -ERGI Fenestrati S tio SA, A, Lynn Miller, P_F__ bearing ilre N-fianti-Dade County Product Control Revision stanip with the Notice of . 6), Forced Entry Test. per FBC� TA S 2 021 -0, 4 21L it., Missile ItizmaTest per FBC-- TAS 201�94 Inc. �for their -81,11te Rigid PVC Exterior Extrusions for 1,81odows and Doors" dated Acce� ptmce ti and expiratiotidate by the County Pro di C'Cintrol &-ection. . ZU0119 with marloed-up drawities: aiid iristanition diagram or vimdslidiAgg glass door, piepeed zi� 3) Cyclic Wind Pressure Loading, peT FBC� TAS -pirin o a 0 2,,`2 8, 1 0&1'110117, ek MISSILE hIPACT RATD�Q Lary and Sma)IWsik InqMer-Resioant - by Fenestration Testing Lab. Inc.. Test Report No. FTL 8546� dated I I signed and along with marked -up drawings and in=11ation rhaviamb Of viny', shding glass door. prepared _q Test reports N - .10-002-Mi(A). 10-WIM 527. 535753-09. per ASRvIE-84. 01 � S) - Limitations, hsizes.deesigia, st-Aled by Idalnius Ortega. P_ E_ Jest report ro� on 01,`04-16 and 021-1/2016) T by Feiie-strai Tes-Ting Lab- Inc, � I est Report'-N o, If TL 66-18 (saniple; 1 thru A-2 dated A-STMD 1929 and ASTNID-63 5. issued try EXON'A to Vision F_Xtrusion for cellulosic I See table I (sheer.]T reiufsta-mients j and tabLe (sli fbrappikableSW un pes. t� FM ypes� -:;M- riser (see tables B-1 & B-2, sheets 7-8) and awbor layout sheets re-nuirements in '1 thru 16 3 Test repor t on 1) Air Infiltration Test, pk-- FBC, TAS 20 -94 )i Uniform Slatic Air Pressure Test Per T TAS 21022-94 -0 1 11%wM saeued and sealed ky Jorge _M_ Causo. P_ E_ tUbmined imide.-A _4Ao.J_7- composite material. -0 6tebotiftedundierA AJY&11-610�04) 2,, Rigid INIne WC. Tan (Non-whiji) Pasid PVC and We= coated (Painted or lain to ted),rWhiteRi-gi PVCtotv labeled per refi�---.-edNOA�s=tv--.t,3itau-nft. 3) Water Resistance Test- per FBC. TAS 2 8 TesArelmriton "I) Air Infiltration TtstLL,1 per FBC. TIAS 202-94 No t, i c e of A ecept ance NO � 14-09 16. 11 issurid i o K A, i irmy Ariu!rica.. Luc for their 3 Egre�,s operabledocr-s must cmiplywith min clear widithorheightperFBC requirement. as applicable- 4 Large Missile Irnparr Test pei FBC, TAS 201-94 AirPresstzreTM_perFBC_TAS202-94 'SentryGlast, (Clear and Mldte) Interlayef expirm- on 07041 S. -4. Pocket wallss un,&er tseparare approval. to be rekierwedby Bui�v official LAzLLrqG. aca unitshau bear a petrazwent label with the manD&Mres nanie or 1-91o. city, state aadseries and 5) Qvchc 1 Presstire Loas ing per FBC�MkS 203-94 6) Forced Entry Test. M.v FBC_ TAS 202-29-4 Resi-starict Test. per F T-AS 1012 9 N 4,1 1�a:rge impa Test m FBC. TAS 2 -11-94 �otice of Acceptance NO-104117.01 issu� to Kuraray Anwrica- Inc. for their -Trasifolt I-Itraclear. Clear and Color P1-7B Interlayets7. expirtrig on 07%4 9 TIA1.1 p prici noted herein. along withnaarked-up drawings and installation ftiguan of vinyl slidiagglassdoorprels ill Cyclic WindPtessnre Loadmigper F'BC, RL.N-IM"AlL of thisNOA shallbe con4desed afteratenewal applicaum hasbeeafileidand there hai b�ewao byFenestratiou Testing Lab, Iac_ Test ReitartNo,,FTL8547� dated 12�`04115� si edand; gn chariige in the applic able building code negattve�y affectnq th e pedornianceo f dus pimoduct- T=_ERAM�.ATI0_N-oPJus NOAwill occur after the exeff ation dale or dF the* has been a reiision or- ch a mthe sealed b I Ortega. P_ E flest report rev ised an 02 Tl 5 z 16) - 4. Tesi-w poi-t on 1) Air Infdt-ation Test, M- F7BC, TAS 21 -44 ra mgs and invalla along with marked-1-T d - iv tion diagrara of %,myl sliding glass doo-_ Prepared by Feneatation TesTing Lab� Inc- Test Report No� f-111. 633-7 ( I tluu I A-51 dated I Statentient letter of confocmance with FBC-51kEdidon (2014) and FBC-61k Edition j2017). issued by manufacturer. dated 08/14i!'7. signed & sealed by IN= -Miller. RE Materials. use. andeirmanafkrureof the product orpm-ceis-Misuse-fifts NOA as ariendorse of Miry product, 2) Unif Static Air Ptessywe Test f-:-T FBIC- TAS -201-0-4 11,0610- d and waled bv Jorge A- Causo. P. E. tStibmili under A-0-4 Xo. 11- Statemew letterof no fiamend mrm,�q� dated 0448,,17. issued by nanuf4cmer, siped for sale-6. ad;�-erti or any o that p urposesshall auto ricatically termusitse this MAL Fadure to c cituply w-ah any 3) Water Resistance Test, per FBC. TAS -10 2-054 010,1700) % aled by Miter- P Ar se. Lm 4) Large -Missile Impact le� per FBC � _L-k� 20 1-9,4 1 1� Letter of lab compliance- part of the aboi test reports. AZI-VERTIS"ISMINT- The NO-knumberprecededby thewords, andlellowed bythe ;) 1 1 Wind Pm.sure T 'ad,to per FBC-TAS 21.33-194 5 Cyclic _0 91 C. CALCULATIO-N 4- REEK Test Proposal No. 17-0387- dated signed by Ishaq Manda= RE. ex-piratton date may be disipla�vdm a&wftsing literature. If anypoiticuof the NOAis displayed. iltealt shall be 6) F em ed Entry Test - per EB C. TAS _2 0_2 � YN4 I -Anchor vim tion cal M-1: s, withFBC-2014- -ifica- ation --fuctural analysis. comp done in its entirem. along with muked-up drawings and inst-21-110a diagram ofi-irtyl sliding glass door, prepaw P,— UA b v PG 1 dat ed '221,09 1 52W last rev" On 0 15 1 s i mf d and sea:-: 'br�- G. OTEIER b_'_RECn0N'. A topy of this er-tire-NOA shall be pto-.-u*d to the user by the manufacriai or as distributors and Wv Fenestration Testing Lab- lm_ Test Repai No. rn s:,54s,dated 1104 1 5, signed and 11h of Acceptance No. 15-1210.01- issued to PGT Industries, for thi Slien, shall for iwVectica at rhejob rite at the recrote-st of the Building Officiat se-alet! by Idallans Ortega� P, E, I(Test revion revised on 01,04-16 and 01 21 Glazing complies -with ASD11E-l30(.)­09 271,0 Vinyl Sliding GLass Door (Reinforced) - L.'ME*. eoxpirm onO411+2L 9 Uds'INIOA revises & re nem'-NOA 42 0-04 29� 05 and, cotisists of Wis pa" I ad ee-tidewvpaFes E-1. E-2 E,.3, E-4,1 E-5 & E­6 as well as approoal docuawat memitowdat-me, hhatit 1. Ch-Auda. P�E- 1-shaq I. Clauda� P.L 01 ?).il I.-haq L Chan4o. P1. Me- svbmitted docmitentaticn waSrevimed bylshaq L Chanda, Pl� Product Control Unit Superlvlz*�_ PrOdui Control Unn Sn,nierrvwr Product Control Vait Suportisor N10A No. 41-0.10:11.03 N" No� -1- , _0 - -1 - - =431.1 0 0 3 N A No= No� :I Expiration Dart; Aprit 14,20.`6 AprU14 1.2 1 EMP"" tiou Dag&: Ari 14.2102.6 Expiration Doc#, Aprit 14, 20M jj�� j"' F Approval Date-Marith 214,M-11 k traval Datat March 2-5,1021 . P I Appr-:-A lrat@!� Nlare- Approva I Dam March."If, 101.1 Pag* I E -1 TE _21 E -3 P GT Industrifs, Ltiz. I Wind- ws and Doors. Itic. CIG, M v P ii-, -f Indus cries. Int NOTICE OF ACCEPTAINCT EVIDENCE SUBWrTED 'NOTICE OF ACCEPTANCE: EVIDENCE SUB-11ITTIED NQ110E a A.C.C-EPI_;LN�C. ENMENCL,�UNHTTFD 2. Eildence Submitted under preNious submittal E. -XXTERLA1. CERTIFICATIONS (continue) 51 New Eiideuce Submitted Quanex Parr �,!ljaer Spajer -Sta j1dard conVollriag with ASTNI C'' 1.9 Thtr.=4 Conductivity S. 5� A. DKI111NGS 0.881 BTU-inf" hr.-ft`-`T,AS1NM' F 1249 VIX-M-Pass, ASTM D398_5 Qoyg,-,�nPass. ASTM E A. DIUMT�GS 1. Drawing No. _80-5:570.0 Rev & titled -17uryl SWing Glass Door NOA sheets -1 190 I-G, Dumbility-No Fog -Pass. (%iftived taider previoni A*0_-j.'Vv. 15-640.Q. 05) I� Drawim No. NMD-5570.0 Rev & titleid'Tinyl Sliding Glass Door NOA (Ufj-7 sheers I throu gh 21 of 211. prepared by manufactuter. dated 10,05 1 and last m-sed on '201 6. Part -mg ASTIM C518 Thermal Conduc-rnity 21-212 B-1-U-1al thromp _2 I of 2 1 � prepared by 112111H d ated- '"51 and last -revised on 0-7 -,0 I;2r I 04;11 signed and sealed by X Lyan Millff- RE. Quanex Rul-g1l cough with signed and Se.,Aled t- A L-ynn '.MilleL P, E A N hr.-ft-'-0F_ ASTNI F 1,249 VkT%TTR-PaK, I IINT D 14-14 Aigon Penueazace-Pas& ASTM 'Dew Note This revision rcmsists relilacement of sa in--st alla t Ice scrt-tv w ith f lat he -ad & TESTS 2189 LG. Dmbihty-No Fog, ASVO i_546 Po Developustni -20,11"F in 482' hist- I. Test reports on- 1) Mr Infiltration'Test. perFBC. TAS 202-94, (Srebin itted mider N-0_4 A6� 15.0409, 0 1). & TESTS 2) Uniform Static Air Pressure Test. Loading per FBC_ TMS 202-94 71 Vision E_xtmsions. Ltd- Puts cmaVl�ying with PVC-A..AMA 303-13 )_ Voluntary Specif ion None-- J) Water Resistance Test- per FBC_ TAS 202-94 for Rigid PolyviaYl Cluo- !PVC) E_xterto-r Profiles for Vision ENtnis; Ltd�-VEX4 4) Large Missile Irnpact Test per FBC. TAS 201-94 5) Cyclic Wind pressure Loadmg FEC= TAS203-94 AAIXI� Fewstration Exteftor Profile Ceffific-n-tion Pro eslibildned "n-der.Y0.4 A_a, I 0409� 0.��'� C� CAL C'L-L� ATIO!� S E per L None- a'. with inadeed-up drawrings and misiallation diagram of an PGT Indnstries� Inc 791 Vision Exsnr�ioms. Ltd� Parths cctnVjytotg -with PVC -AANLA, 303-13 - jj_0 tSulindi u, der A 6� (K) OCT repree-s-m-tative units listed below anei tested to qualifV Dowsil and DowQ_ 9-63 -_Aicones� �'VOA -10A D CA: �A, L F r Y A S S I - R -A _X C E 2 8 prepared by F Testing L41boratory- Inc_ T�q R&ports No�- Fnr�:7897, PGT M-55-20 PXTC7 FisLed 1ATindow (una 6 in propoW)� dated 09,Q3; 14 9- 1iVC -AA � N 303-13- Voluntary Specifiez for Rip! Polyvinyl Cl detTV0 Exterior Profiles for �7ision ExTri-Mums- Ltd-- I bi, .1-k-AL7 Fenestrazion Exteiior Prodile - 1� INfiarni ade Dtpartrrii of Regulatory and F-cononuc Resources (RER� FTL-20-2107,1. P(3T SGD790 Alumiatun, Sliding Glass Door (L 7 in proposal) FTL-20- C'MI ification Prowm1i, '107.24 PGT CA -740 __Mhun Outswirie- Casentent W, indow (unit .9 in proposal) FTL-20- iiw�d 1(v Nolice of Acceptance No,, 18-1217.14 issued to Energi Feni rat lon Solution, USA, Inc-Ar"or 11 E _AuTyuu. cE'R'rtFic.A.TI0.NS (D 10-1 3. PGT PW7620A Ali, ninum F" Window (unit 9 in proposal) and FTL-10-2 107A. 10 07-13,20- 1040 & light shade (non -white) Whire Rigid PVC Exterior Ein-usions for Windows and Doors�'. txpiring on 01"104-21- 1. Notice of Acceptance No. 19-0305A' issued toKut-way America- Inc, fdrtheir "Trusifolg Ultraclear. Clear, and Color PVB Glass Interlayers'-. expiring on 07/k&�24. Virtual Review Assist Inc. Plans Review COMPI C_ PGT PW7620A Ahmainum Fbced Windaw (unit in proposal) dated all signed TLJSA_ for eted and appro COMPliance I and sealed by IdaliA:&s Ortega- RE, ll� -Notice of Acceptance No. 19-01-1-1.02 issued =to Enerp Featstmttou sonnion- Inc for Notice of Acceptta-u-cre No- 17-0908.0-2 mued toKuraray America- Inc. fortheir with the 2020 FBC 7th Edition bY Debra U) their series '411-hite Rigid PVC ExrelriolL E_xtrusious for Windows and Door;-. expuijig on Sentin-CAis'! (Clear -and Whitel Glass Interta-iti-S-', c""pi M'g on U/104,123, Ann, Klahr PX2300 C. CALCULNTIONS L Aa:hor FBC '71h 021 -, '28 � �23 3, Notice of Acceptanli 18-1106j() issued' toViSicir Ex(n�16101155 Lniiited forthen -hire, 0 CU verification calculations and structural anahrsii. coulptybig 'T 12� Notice of Accetnance No, 220-02031,03 issuied' to Energi Fenestration Soh UQu. USA Im- for Rigid PVC Exterior Exti-W.31ous for Windows > Edition GIM), dated 04i22'�20_ prepared bV manufa- signed and sealed by their "Brortzp & UghT shade cap coated 1111tite Figid PVC Exterior Exuasions for :24. and Doori". ex 0930,r - 0 Antbony Lynn Nfiller , RE 2- Glazing "TM-E 1300-04- 46. M-indows an Doors"- 4- NotkeofAcceptameeNo, consphes with -09� -12 and "VE 100 Tan 202 and lighter shade-, (:Non-Vl hi RigidCeJhdarPA'Cfxt1sTW1 D. QUALTrY ASSUKkNCE F�� STATEMENTS Extrusions for NNIndows and Doors", expiring on 1 1_219�2 1. '�,Iianai-Dade Department of Regulatoty and Economic Resources (PER). I 1. Statement letter of cornhontsAnce to YBC' 74 Edition ( 1020)_ dated 041-12Y`.2t), issui by I) arinufacturen signed and sea led by Anthony Lymn N_ finer I _E� F� STATE-XIENTS E. A-L-ITERLAL CERTIFICATION'S 2. Statenit letter of no fi-a-mcia.) interest an.-ft o-f independent. issued by manufacturer dated A I- Staterisen letter of conformance FBC- 1' Edidi (2020). dated 01,0122- by L Notice of AcreTtaiwe Noi l"30-5.02 oKurarax-Awerlca. Inc. forthew 0448e,';10� si and sealed Wv Anthotiv L-vmi Nliller. P�- - siatted and sealed by Anthonv Lvm Miller- P-E. -Trosifolt Uttraclear. Clear, and Color PX7B Glass�lnterlay*rs'". expirm—g On 9 ea 1 Prii Labeling Agreement docunkerrit b-tiween PGT. dated 03,3015 and si n t:i by all Private Labefing M t dated 031 SI(21 Im-mi nm PGT Indits- C 10 2 stnes,, Inc� me, G1 0 07,0&234� involivil, par6es, Windows and 15oors_-� Inc- signed by Dean N1 RtL RE.. V_P� Engmieerut& on behalf of Notice of Acceptaiwe No. 17-#808.02 issued toKuritray Ameiica.. Inc. fortheir "Senny-GlasIt both compwites. (Clear and W*e) Ghss lutprlayers­� apmii g on OV04023. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Ex-trusions, Lknited for their '*Brown Coated Laminated) X%like Rigid PVC Exterior Exalsions I- This, NON re%ises NOA# 1%0420.06fP\7TwCGI) and updates tofBC1020 E d i dio n). G. OTHERS CU (Painted or expiring 044'211 �'21 I I t This NOA rievises & renews INOA#20-70420MS (PLA wif.Gr. expiring 04-14,26. ") I co for N%'Indows and Doors7- e�xpiriqg on 109,1111310,124 2- RER Test proposals *19-1155 dated 01, 10,'20 apprcN�,ed bY Ishaq L C1anda lo_rE__ expiring u Z. The c, trent associated P1_XCG1 'ilk t Notice of At-W-cance No- M1106.11 issued toVision,Ext-rusions Limited for their 04 4,,2 1. W sieries, ­VE 1000 Tan 202 and lighter shades (Non-Mlite) Rigid Cellular PVC Exterior I xcrusions for NVmdows a nd Doori;. ex-piring on 112. _0,2 1. Lhaq thauda� P-E- 1_,k1Aq L chavii Fl. z Ishaq L Ckauda., PX. product control Unit SuPen'Vior Product 1, ontral Vuit'Sup*rvisor Product CientrolUnit"6pers-isor x0A No, 21-01105".01 :1-015s�03 1< NOA No. Expiration Dale! AP61 14, Expira6anl)aie., April 14.2026 Expiratiazii Agri 14,10:6 Approval Date Alarelt !S, UM Appr-Q-Til Datt! Mnrch 26. _'02.1 _1W 3IDzt*- Nlarch .2f, 20!1 E i T -4 SHEET 110. May 27, 2022 PA 13 AI Q) (D 0 > C- 2 - MIAW MIAMI-DADE COUNTY 0_ — � 2 EM PRODUCT CONTROL SEC7n0N Cast -Crete LISA, LLC Cast -Crete USA, LL Cast -Crete USA, LLC CL o DEPARTmE,IN,r OF RECUIA"I'011I ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 108 BOARD AND CODE ADMINISTRA'FION DIV [SION' Miami, Florida 33175-2474 Cf) 7t:� 'T(796)315-2590 r(786)315-2599 NOTICE OFACCEPTANCE: EVIDENCE SURIMITTED NOTICE OF ACCEPTANCE: EVIDESIC E SUBM 11'TED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED = =3 cu -cz Cn NOTICE OF ACCEPTANCE (NOA) %-yvw.nuamidsdL.g_ov/economv (D -0 0 ­E C) 0 . _? -0 (D Cast-Criete USA. LLC I EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 1 EVIDENCE SUBMITTED UNDER PREVIOUS AX PROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 14-0903.03 6324 County Road 579 A. DRAWINGS = _2 3: Seffner. Florida 33594 1. Drawing,'I FD4612, titled "Precast at-idPt-esiresveciLitiielDetailLv" sheet I a 1, A. DRAWINGS A� DRAWINGS 0 LL. — 1. Drawing No, FD4612, titled "Precast and PresiuIr Lintel Details". sheet 1 of- L Drawitkz JI FD4612, titled "Precast and Prestressed Lintel Deiads" sheet I qJ- U �ii= ,- M pi-(,paredbyCrai,gPart,i-no,P.E.,daied,,V,fw,ch24,200-it:r;-i="4-1) ingNo.LT4612,tilied 1, prepared hy Craig Parrino, P. E, dated A&7rch 24. 2003 and Drawing No. CU C) > 1, dated MLM and Drawing No. LT4612, titled "Casi-Crete 4 ", 6 & 12 -0 E 0 SC,OPE; "Casi-('rete 4 ", 6 '1 & 12 ­ Lintel Sqfe Load Tables", cheeis I Mrough 3 of 3, prepared by C) L T4612, iiiied 'T�f -Crete 4 6 " & 12 " Lintel Load Tables ", sheets 1 Lintel II Load Tables ", sheets I ilirough 3 of 3, last re vision dated 0611-2114, all J) (1) " This NOA is bellig, issued under the applicable rums and regulations governing the use of construction materials. Craig Parrino, P,K, dated Alarch 24, 200.3, last rt-vision #i datedApril 28, 2003 bodr m U) Ithrough 3 of I, prepared, sigrned and sealed b-v Craig Parrino, P. E,, on 08119114. C_ tcu ared by Craig Parrino, P.E., edkkirch 24, 2003, The documentation submitted has, been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and seer(I h_y Craig Parrino, R K revision dated It 11, 2008, allsigned and sealed by Craip,­ Parrino, RE". on Section to be used in Miarni Dade County arid other areas where allowed by the Authority Having Jurisdiction B. TESTS, �Illarch 22, 20121 B. "I'ESTS 11 Test report 011,11exia-al resting (,In 4 ", 6 12 " Precasl Concrete Linfels, b'died evul B. TESTS I , A ­'one_ This NOA shall net be valid after the expiration date stated below. "Re Miami -Dade County Product Control bIntilled Hodelv, tolal qf (I-i) C-Onerete lintelspechnear. prl- ASTM E-529- 94, Pe'677ared C. CALCULATIONS L None. Section (in Miami Dade, County) and/or the A1-U (In areas other than M'iami Dade County) reserve the Tight to have hy,4pplied Research Laborcauries, Report Na 304114A dajed 04,"1 (1103, s �gned and 1. Calculations for Casi-Crete Lintels, dated 081191,1014, pages 14.20J through 14,236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the seated �v ChristopherA. LlavI P-E_ C. CALCULATIONS prepar"e" by Cru�g Parrino. P. E., signed anti sealed by Craig Parrino, P. E. accepted manner= the manufacturer will incur the expense of such testing and the AW may immediately revoke. rnodif�. or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None, repared /�), Craig D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material Calculations or Cas-Crete Lintels, dated 0-5,,29,,03. 207 POI r) 1. kv JI-fianz-f-Dr-de Coun�y Departaieni of Regzdatoi�v and Economic Resources (RER). 1. f - — QUALITY ASSURANCE fails to meet The requirements of the applicable building code. Parrino, P E., signed and sealed hy Craig Parrino, P_ E. L, - L By Miatni-Dade County Departniew (V"Perinitting, Etevironmeni, and Relp-datory AfiI This product is approved as described herein, and has been designed R.) com ply with the High Velocity Hurricane 2L. Caicii1ations for Ccat-Crete Iintels, daled 05/29,,03, 140 p prepared b.v F_ MATERIAL CERTIFICATIONS Zone of the Florida Building Cc& Parrino. P. E, Signed add seaded b.y (7rciig Parrino, RE_ E. MATERIAL CERTIFICATIONS 1, None. 1 1, None. V OTHER DESCRIPTION- (Cast-Crete')41',6"` & 12"RighStrength Precast and Prestressed Concrete Lintels D. �Ni�k'FE,R'[,,kL,C,E,'RTIFIC�,�kTTON: APPROVAL DOCUMFN,17: Drawing No, FD461 1 titled "Precast and Prestressed Lintel Details", sheet I of 1. Quafit)',�kjstem kkv C a,� I OTHER 1, Leaer fi-ont Ceat-Crete USA, Inc., dated 0811912014 signed and sealed h), Craig 2002. Lefier u prepared by Craig Pwritio, P.E., dated Marcb24,-12003 and Drawing No. I.T4612, titled "Cast-Cre�e 4"', 6" & 12" ftom Cdxt-CreW Coiporation, dated F-hr eI 03. 2012, signed and sealed Parrino.. RE. cert6ing compliance with the Florida �uilding Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 31 of prepared by Craig Parritio. P.E., dated March 24, 2003, last ;�d _20 0 2 by C'raig Parrino, P_ E cerli44nga compliance with the Florida Building Code, 211 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1417-0821.18 revision dated June 12� 2014, all signed and scale-:! by Craig Parrino, P.E., on januar- 2- 21019, all bearing the Edilioa Miami -Dade Counq.- Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED 1-NDER PREVIOUS APPROVAL 9 08-0320.09 A. DRAWINGS date by the Miarm�Da-de Count), Product Control Section. A. DRAWINGS 4� EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612. fided "Precas! and Presirwssed Lintel Det'lit's", sheet 1 of -1 prepared bY Craig Parrino. :�E, datedklarch 24, 20 and Armving AV LT4612, t'ated A. DRAWINGS B. TESTS LABELING- Each lintel shall bear a permanent label with the manufacturer's name or lIe i So and the M i arn i -Dade "Cast-Crele 4 ", 6" & 1 2 ' 1intel.Safe Load Tables " sheets 1 through 3 of 3, prepared h-v I . None, I . None, County logo� Craig ilarrisio, P�E_ datedMarch 24, 2063, Iasi revis.on dated Xfarch 11, 2008, K TESTS S RENEWAL of this NOA shall be considered after a renewal application has been file"' and there has been no 1. None. C, CALCULATION LU change in the applicable building code negatively a5ecting the perfN-mance of this product. B. TESTS 1. None. TERAIMATIO ef this NO,Ik will occurafterthee: nation date or if there has beer a revision or change in the 1, None. CALCUI-ATIONS D. QUALITY ASSURANCE - materials, use,, andlor manufacture of the product or process, Misuse of this NOA as an -endorsement of any C_ CALCULATIONS 1. None. 1, 4y Miami-Dadle County Departittent of Regulatory and Economic Resources (PER). product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with L Alone any section of this NOA shall be cause for termination and removal of NOA� D QUALITY ASSURANCE 1, By Miami -Dade j­�urry Depariment qf RegulatI and Economic Resources (RER), E. NIATERM CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE L None - the expiration date inay be displayed in advertising literature- If any portion of the NOA is displayed, then it shall 1. By Miatni-Dade Count.)) Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F� OTHER INSPECTION. A copy of this entire NOA shall he provided to the user by the manufucturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None,, 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cav- shall be available for inspec�tion at the job site at the request of the Building Official. 1, Xone, Crete US-44, Inc,, dated 08108117, signed & sealed ky Craig Parrino, P. K 'I"his'NOA. revises NOA ft 11-0130.14 and consists of this page 1, evidence sahmitted pages E- 1, E-2, 1`1-3, f-'-4 and J7 2-- E-5 as well as approval document mentioned above, -.9"HeInty A. Makar, P.E., M.S. A. Makar, P.E., M.S. elmyA.Makar.P.-F.M.-S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Prog'uct Control Section Supervisn.r Proi'-"-t Conirdl Section Supervisor Product Contra] Section Supervisor NOA No, 20-0630.15 NOA No. 20-0630.15 NOA No. -10-0630-15 NOA Ne= 20­01 MIAMDADE COUNTYJI Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 09/1IJ2023 Expiration Date., (19,111 /2 it 2 3 Approval Date: 08/20/2020 Approval Date: 08/20/20_10 Approval Date; 08/2012020 Approval Date= 08/20.t2020 7,6 Page I E - I E-2 E-3 Cast -Crete IJ-A. LLC Cast-urete USA, LLC NOTICE OF ACCEPTI E_- EVIDENCE SUBMITTED -N-OTICE OF ACCEPTANCE- EVIDENCE SUBMITTED :7. EVIDENCE SIJ! 11MITTED UNDER PREVIO US AP PROVAL # 18-0424.04 9. NEW EVIDENCE SUBMI'I'TED A. DRANAVINGS A� DRAWINGS 1 1� A"ane, 1. None. B. TESTS B. TESTS (n L 1,16ne. L AI C. CALCULATIONS C. CALCULATIONS (D 1. None- None. D. QUALITY ASSURANCE D. QlJ4AJAT Y ASSURANCE 1, Ay1fianii-Dade Count gufaror), and,Econonfic Resources (RERI I- -Dade Coun(v Department o Regulator and Fconomic Resources (RER), y Department of Re., Ay jl4iami E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS E L None, F. OTHER F� OTHER i Compliance Letter with the Florida Building Code, 2 Of 7 Edition- issued by Cast - Compliance Letter with the Florida Building Cade� 7 Edition. issued by Casz_ Crete USA Inc.. daled 01 T ri-- ed & sealed bv Crerik Parrino, P. E. I Craig Parrin o, P. E, Crete USA Inc. dated 111 7. signed & sealed hv 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 Compliance Letterivilhthe Florida Building Co W-1-0 Edition, issued by (7asr- Crete USA, Inc., dated06171/20,sigpied & sealed im C� Parrino, P.E� A. DRAN GS L Dra�viptg \V FD461 Z tided "Precast and Prestressed Lintel Details ", sheet .1 a > U) I n prepatIIII:ul b P cr III FE, date d Adarch 24v 2003 and Draiving No, .),11 Craig arrin 0 LT4612, titled "Cast -Crete 4 ", 6" & 12 " LintelSbfi�Load 7�zblcy" sheets] OCT 2 8 2022 > through 3o,(3, prepared ky Cra�lil Parrino, P, E, dated kdarch 24. 2003, last 0 revis-ion dated June 12, 4117 all signed and sealed bv CI Parrinro, P. E., o n January 22, 2019. VR/ CL B. T E_ S_ vietual Reviow Astist, Inc. r 011111111tied and 8PPMwed affi"4"tt Mtk thl 2026 FOC 7ti C. CALCULATIONS by Dbb-.ft,AIh,'I x4th't P 12360 Mved D. QUALITY ASSURANCE I Rv, AIievni-Deide Ccom�v Department of Regidittoi).,and E'Conomic Resources (RER). E. MATE RIAL CERTIFICATIONS I None. U) —0 CU F. OTHER 00 Article of Conversionfor a natne change. A 0 W 4 �07 z --qm < c my A. Makar, P.E., M.S, rY HArtiv A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. �20-0630.15 NOA, No., 20-0630.15 Expiration Date; 09/11/2023 Expiration Date- 09/1112023 < Approval Date: 0&70/2020 Approval Date: 08.1120r20210 _J E-4 E-5 SHEET NO. May 27, 2022 I PA 104 // I I I L I � E C -, !Of,"N_:1 C� � TILUTTESTING 1% SWOINXGPIU,D COM"INY __ I I ­­11 ­­­ ­1 ­ ­1 _1111-111-11 I'll, . ... � ", _,__­_­­ ­_­_.__.,.. � ­_­­ coll''Fiff a Tgj�ff, al, " rq11L,%­;a,*ili wilirl "i?1 �­, .:I it -_1 I---- �,,� Ill 'AUN���j���:!:!�ii���l��li�l�ill�.,Ill�,!UmI REPORT #*..- 2"?2411,41 Ill Ju:ly 26. 2020 Url L-I -1102AWAIAll"O, - ' ___ .,.,---�- 1­ - -1 29 �.,_, 'I , .I r- jaillillililill=�111111 __ � MANUFACrUR,ER, ei0bgzAvwooa,produb." 4800 S.W= 91 Stral arn.lie, Flaw-40m,114 T.-MiaQW.U.- EVALUATION: Tit-% all, a Product Evalualion Report %p" by W~A_ Tiliji, Jr., P,e (Systarl ID # 19i 10 the Global Protection lar"UCtS. LLC, Rule Chapter No. B1 G20-3, Method I D of the Flisilidis DePartatent of pool mass and Profirsattinal Reguladorl Tillis, Product ift heft Cal an Evalustwun Report as described heroin, and has b#Qn, v"sd for t*WA$nce ift AcCordanus with't1he 2020 Seventh Edition of the 1`10i forilding Code, and to verily that it* product is forthe porpose lrowWad at "at laquivarlant to that rft.Ldr6d by the C4,do Tile(PradvU Evilitualan fiffill Chall t* tagpici to revillow end revadion in clase of a BuMail Code dionecthilat may afted as 14notratauls; oral condilloa 2WEMEN-1 C EWMITT E DlE 2.1, PROQUOTAYALIDiii rjocumearT (plig,0j: Drawing No.20-176, filled "20 "GE GALVAWED STEEL STORM PANEV� shall I thru 26 or 26 prepared by Tiftam Ini signed and scaled by'Waillor A. T11I J 1E, P. E�; dated 0712V2020 � TN* drawing is on integral part 4,M Evaluation ROPI _Ali e-011 i �,�` e-w-....- 4-I _­ �cc -7.,'� - It . , V "i ,�, 'N ,� -7V`­­*_ - , I _1114-E 1.1, A_ '117 - , - - - ho- 44 I F7 '-L - I N �, - � ��A[O�I',l E5E a, ,, ? 1� E, ­11,.­ � .1 -, 1 411' F. S, , * . * '!* . - - � 14 I I I ­_-q-v, - ,NE I, - 100 .� A. , - 1 ji , ,_. , 14, :;,nt �, 4�.gq)t, ..'%�r , 11. - , I ir`p` � - I :\k-- - "ll 6 Ir ` - - - - ( ­0 61*,�i��'�%'V�,�t�tli$l�,r4�c�l,,�,liuitc3gi�,%.I,�artti�n-ifi��l��i'l�1616.��i'll!�ti�l�c�,(.t*3���9'7�l-!151ii�'�i;,!!"�- 4'4�0101 I I I6 IF l���t�!.!�*L�����I'Ll�l',,�L�1,1�l,,,!�ik !I'll 1 XIII)i 110'ez"i � 22 TEST REPORTS: LuiptIrn6sile rntractf alml tafil loald tests worepedraii lr�*d umdw lor0l�iae,� TA$ � Ell, '01, 2V 2 .�,a!:sp,Q,�!sef:r.ionIti26oith'Of:�:bnliaeVtl�l�r'G��-,O'ae Urjl(b(`"6E4at1[Ci1(ja`U - 1lq9202Pngal Telae6l�*nsratrp3rillId, Hvrri arreEnra eiiii v Ar __ IE Ex ,c- 1EF W c -n no - � - Tristiog, Inic, psoll a 96i date-,, 0=9?1996, W46-5�71) -fatfird 091SIPIWe, #9Y-TS0 4' .3ftld 04*70/1996, aq Millm signed euid artsed: by H(lictoirl0i Medina, a- P E_ Fe"lliesestion Testing 'Uboratory, �­., lic-porft IN 2012 dallad 04 � ,'19�11_496 anJ - - E 21,26 A W-cd 10ittlgidea wilmarlad by Gilibear, �Wrallrorri EEE E and Riamrit No E-rm - 0219RI �" I daircra esuch AE 2". Sl9ned and sesnar! by Edmundo Largaospmaj P E am: Henry Hatti P E T I 009 1 e0stfill raixrt No. 9CM-1 V ey GC MuLailvirgXali lec- OWN MaI I 35� 2 � Iograd arg "Alad Dy Frank Grate, P E -It 3. STRIUCTURAL FUGINEERFNG-.CALCULATIO-N$: - a; 20 I Galvanaed $$tav ---arm Po- Elt-m- for rrEagral par* langth v7si _ail�oirqrz ul goal as war; as maxantan arlir,,roir iE cing liME dock - d 'Pa ' ,Fi wip, load ane panot itiripth easev i rol?oris� anti comparallIVIR 8VI:3A1y,si% wlo.ttt acslxvdanco with SWIM `1616 Ufflital Honda Builitl[l Culls, Callcj�alfars prapared by Tiltoto, Ini sal 1voi ara Wv2fizi, ilirgirelif arg sartilillid by Via I (,a l- A � - I 4, if I r - �_ , . _, PEEE 3, .bUM-,LL-',I,MPACT.,R.ES.LSTA,NM Large mkil lImpata undei saWill 1626 of lie! Flerl (full--ing Ccoll as per IAS 201 Ptul 4. MNO LOADS R`­$*TANCF1`l; " 20 Gage Galvanized Stooll Storm Panel has beenverifiel to sugalpwliqd prevs,treaE Ma)dffwn oni itergM Shalt t1P IIM IndiCeted or' tral &r WE 14, 15, 16I, 19, 25 Pamid 26 07 WA of Produel Evervattoo Dofiv",lal r,P F�DI drawing No. 20-I 17C Ma�K,��ln��sll,)T�mi,6,4�tc.11���ll����il� Spa6ng ri be AR, INItic�al('e<4tj� atlt()I�ugl 14, 1Q, I 1, 14, 15, 17� 16, 19, 20 25 and 215) W20, GI Product Evalualiol Docur-&,-A WE DA dr&Mng fill 20-II& - 5-INSTA&LAVOIll E . EE= - accord. - a G rocz - staffistig-a shall for PareormeA atfir.11y it asco Mh dil il , 1 led on � tinal 3 area 7, I kj that 20., 21 24 and e5 at 26, or Palthlct F-vaill Dec-ri. 'P,E.D,), drawing,film, 20476. Plillnimurr. ir,opaitafi,on ti:t l;Wsill; ShAll Lie as ' "" Uld �Cilktfjd ii 011isob; 8,, IA, Ill 25 and 26 of 26 ,�f Pfl Evsjua6clrii boc,urnent (R E I D1. fitsviring No. 20-1 16 %I141,100111.1i ols ';l, � ,�e , rilE � ,% 0 � t, � 'I , %, 'i 'i � � - , , �. � III ! 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WI ye str%uy in, a=rdarl vilintl annoral Notes ano ceirri[porIerilts iindicalei shl 1. 2 and 22 of 26, of Piodual Evaluation Docurnal IP E-Dr. drawing No-204474. Arl-6-mr upecificationsPraff be go 1IEi A EWE - -, . 0-j--sreets1ii-eni ­ 26,�-PrWu;,AEva4ualinnV�-awmr,TA(P,ED.).OrawitioNo,20,��lle, 7. (JM_ ITAMNS AN"ONDIETS LOW ()F_U%E; 7.1. Pi=&,l k,Vu abtlz�ffy,jrj complial it an GerritianNotes sil �, 8 thrul 4E laidimled on shol of 26. as wC41 as Gorwaij Solos #'I thi 4 arle I I thill 16, intilseurd on siall 21 of 29 of Product Evalusi DocwybM JP 17 M_ drawing No. 20-176 Prepared by T-Otam In-- and signed and sealed by WaRci A, TIK 0 P,EL 7.2. Product may be inslalrell withan HIGH stEL-LO-CITY 1EIIIERRII ZONES as entree 01`1 secfon 10202 of the Fierl Suildirin C;oft 7.3 P;odil.mO stItall only be inaWled into preer c,onwatic carlwalle toocKE arrd wood trees structures. 'P'O%WJ'Uf-IE�L�i�w�uato�IROKWigrepal'ad'��YW,'Lilte�'A'Til�tl,jt.,P,E �l-gyFida�L��� No- 4AIIS7), Poll' Cal X -laree, ft III bri (7JcM00i I %- ­­­-� e, NPI 4 ��, "i "r ­N ­. - - " vv- �: III - - � 4_1 .-' . - � : � � _", V,­...Ev.� - � "I'll" I ­­�Lli,_ 44157 1 1 1,;f I -- A* Ili *1 ... � --) J � �,, -:­ � - � I - , � d_� , _�-& ,0 - SIAM 3;: z - - - -�,.-- , , I � ; L, i - � I Ill AF_-e,.r),-- Y W -k- ') I 1, �T_�xCOA01409-00*03 IF.E 4plill ,cr kr ii P14014'C'MON V;IVV�K'fs ILC:'AI,So-- 004 III a, tj t� JA P e�Ukl PO4W nAVAIR 11 C�T tlr,� He'ej."ll IT �� 412MI 1: I __­_` __ -,,,Is . I ILI ECO i IlUrr TRITiNG Q 1,1WIMP11:411A110 COMPANY - _, , , ' ' ­_ ­_­1 %,�,M:AI� $UEJT_1j_1L_ �11:1!l­___�_�_Jfl, � - , , �,I �,v RR-0-RIV ��i V�_lA - ,,.--- �EYW.� REPORT UM -, Z"121.02 DAI Easy 27. 2020 PRODUCT CATEGORl 3MAI PMOUCT SUR-CATESORY: Storm Parei--- PRCOWT KAME� - 2A GAGE GALVANVI STEEL $1 ORM PANEL #&AUIJF'ACTORER� Ght"I ftet� Ition rlmducts.-L��.,G 4800 SM4, 61 Street Davie. Flands 3.331. 1-MROWOE F-VALVATIQN, - Thm is a Pro" Evshudon Aeocirtissued by Walter X Tillill .C_ P.EA'Staftern � � 113- 190til the Global Protection ProtfacttolI Rule Chapter No. 6IG20-3, fillathod 10 of �the Ili Department of Business and Professional Regulation This rproduct S neiry isstmd an Evaluation RepOrl as dostunbod Ilim-I and has base %rifffik felf riompkamca in laccotloiltriv:e isith the mo soventh E,liaion tor thl IN wide Building Code, and loverify thal .he wodurt is for ft purposo intended all least equi%ralent to that required by the Code 1-hi's,Produc$Evo§uat�o,LiRrepollslha�OiLie�ub�- 11ciregoe,ardrer xlOnoaactil a Building Cede chanin that may affost Air limithalons and condrinans . 2"DENCEMANHUMEV, ZE1-- PRODUCTEVAINUAl POPkilli 1P.R.0-Y Dionving No Jill rated *24 GAGE GALVANii4l STEEL STORM PANEL', 4 _ 0al I lbil IS of 18,a­epli �� TilliffecoE 1vW; signed and sestil Wallow A- Tili ji!-,,, P �F � � doToo GIIIII27126C),This 0" awilling ts.�sn integavoinftlarb's Evisfirstion Reowu siscri, � � _: " Q.,_;'i 0 � -­1 ( ­E � 1,/ '�. - � - 'p, AY% -,t�j � �P,ll 4P �, _'ll-N11, Elp ,-�- -,�� � ___ -� �aii a - �­ .. 1 _ .. lit-`-` ­H'1117 4,1167 �'� 1 , , , �, 4 ,r ��4 ,*2 .*L * E ­­­1 ­ I ,-E_ . - . 1. 1%�' N__ A I E ol; ., rill _- S, 1L., - _'jk z ,�. 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" U-1—rco I'l EGLO �_ - .i = �q _____,__., ';.I FiWM4 il�-Powfii 0&'.*W�' ldi - I �' "I _" ` t)". 2 I E 76 , , `�I; 't",-, - �_-,. , i � ,I_ :�,� $1, � - Pi ... ,r r.rEVaI - ll1c,ta, ,411, I "" , , : I �I I,,!'' I ­-;E-14 __�ii�i�i� . i�" , f . - . I �,I: , I __ ': ... ­­­, I 1. - aE-W h. -----I- I ­ ­1. -Tilit ;, 01EE , 0 q Ue-4-N, 2�_ , . jWLj.-- -­'­N­­l- - --� _l, - -- � ­ -- I- � V, A -­'-, - TRUPLU LVALLAXIMAYMUl X0. 200 ? 21- TEST REPORM I I �rri ragIfle Impase,060 16stetati Performed under, SSTD 12-911slarlidenj as - p-MI section TWO. I - - of the Fitandis Suilaingi Code- Uniforet static ittal as per glaction-17MA�3,porASTME330. `TrvkrWftM@�4r*dPvAn*Ac_anTastl;v Lab of South Mlonda. forpon * m4V-1-01 dated 0XII VAinisistrad by'At4iWm � K. MishrugE P.E., Borl Mortal, P E .,drug -Henry Plafteall, P E, ano Repart No D210,01-09, dated February 25, 2,009, signed and som- ad by Edmundo Largaestorda, PX. sort H" HattornE RE, La4ligis missile Impactand oyc#c Idedirws per Prolociats, TAS 2n- Ill 203 as pe? sarnarn I 009 1 I cg the Franda, 81AMIM0 goals, lost Rarwrl prepared 'by American, Testing Lab of South Flofllds� Repart Na� 1123,01A;0� dated Nagarnber 23,2010 signed find Preled try,livillo, L Gorlizal ME, Tousto test repod No - SC Nil - I Stl by OC MehadurlifPsk iffilli d send Me fich 14 - 2000E sigrod one seated by Frank Grate. P�EE as per ASTM E-8 and Toni Tool as iter OC lidoldlitigizall Report No. 101(flit-1 318. dated Deconal 1, 201 0 signed sea serided by Jony.taakuforto, PAi as per ASTM E�& Zl� STRUCJAIML ENGINSEM-6-CALCULAHM, On 24 Gage Galvalalt:ad Striol Storm Plans! for memantan panaR %ingth -v-- deal vand load, =--- well as maximurn anchor soolizing vs., deal ors"rilood ane panel I lon9it 'based on national one cornburstalle ainolyrns� and irruccordar,ca wft section 1604 of the Ficrilda Bur-dri Code- C,liieviat�ws proppaill bYTHtfral l � .nc, dated 12!18/10 sort 08WI43 (for Iraq rovivoliff). Partial 3W seatild by waiter . Tillit, jr_ P�S, 3-MMUIMPAOCT RESISTANCE, Large III, knipact under section I 609 'f -2 of the flifirgda fludding Coal as per 5STD I 2-99 Standvid and Ties 20i ,I 4 li " NO- III A P -5- ftF.W $ TAri C E : 24 Gage Gailvarl Stoot Slarrot Perm! has Iseenveriflao *c, tuotalar wiInd prossurev Maximum partial length shall be as linofic.ated ontmeets 3, O� 10, I 1, '12 and 17 of 18 of Pranucl Evall-agiton Document (P-E-D.). drasting No. 20-175. Maximum Anchor Spacing 0I boas u*44aWd on **M 6, R -fil I 1, I 33 -thill 10 and 16 ell of Pftxft,m1 Evatuatior Desturl 4P,E.(Xjf,drsgf"q NAFI, ZO-174. 24 Gage G~zrad 51444 Storm Pam& has beeti vadfled ful coda corniffal. to work as a non-ponwat stal shagais assemlPa as Par ESTO 12-49 Strani `Ir Or" Or" , i - Al mi AM A I, 'lit 'roora , V .1-1-4, I . - . - - - ----, - - 0E); r -=- - , I 'xi - g, 4- -. - Ito .,� ­_ - E� n., rX , - 'i - - " . I - - I 11. 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V% 7/5, EVALI:AX-B(�-N RKKQRISQ.,AA2VAU EOSTALLIKXIM Installatill "I be Perfonned skoll in accordance with detavil, irretiated or T lE shatift Jthrulill =12thrulgof ig, of "uct Evaluation CicieurraeftrP.E.113 drawfigittilo.WiT$ Minksturn serstratiffortifacums shas boos hwicatedo=- sfiooi%3,8,13,14,,1:5.1,Saino'SoflS,o�0�!�I)duotEvaluatwnMc.umt,-,i ` P (P,E,Dd)E ditowing Rel 20'17& 6, MATERIAL!.rH,ARA"EPJ$l-r,.,SANa,$KCIF!C"Q#&-- Sham be WictIlt IF- aowrditme wkh lGemal Notes and Components ingicatera on abees tend 2 Of =T11i of Product Evakairten Doctuffill (PI drawing N&E 20-175. firrichorapecifiCatfons shall be 05 lindlicalod an under I of ISE or Product EvAmomi DocL,-,m* JP,E.D. ), Ittrawing III 20-Ev775. 41 ,_Laff AhQj,&AW QOWMQN _ _ &OF litift 7.1 - SKMI be "Psly in owroark* with General Notas No 4, a thi Ills, indicareq orivithes; I of '18 of Product Evolualf(th D"U'Ywr4 (PIE Dj. drawing No. 20-176 M*84160 by Val Inc. and *ftW and sobled by WSW A. TOL Jr-, PI 7.2, Prodlual sholl not be irato*W witeal hlr,oli yELOCRY HURRICANE ZONES , as it~ onmiction 11M.2 of the Florale iturliti. Code 7.3. Product shall only be instalreo into poured concrete, cwxme block, and wood frame structural Prodwell Evaluation Reporlpillairodad by Waftr K Till Jr., P,E, (Florldo Laxtase NI "167), PlaWarlit Of TikDW, laill 11%ril CAL-0006719) "11-1 1E 0., I L �Vi AWA01441lic(akle - P L_PEPIORI41� 4 GJALMMI) STFFL WWO PrOl I nimn A Xlet r all - lia/le, 2W/10, SwIllo, 4W/10. *FF/s r10V - - , III --' I ., ,ra cll�llalI ttli, uritimAl al vQ71% a a * - I - 2f, Uri ��Wft 10. li"WE MIT IMMI-am 01" li'lli W A I � ­ 10. ­-- ­__­-_­_-1___ ­ � ft i a a � - � t '_`� - - �=i -- - - -- - - , ,----- , , -- �­­ --- -- - ­ -- -- - , -, - - -- D.LiI I I 1­1­ ­­ . - "I I I -1 1­11,­_­ !­111-1, !I,-,..,- F E u�c -(A�--- ­-----1- 1 , I I ,, _v � X D �,, I 11 !­,"­ ­­­­" � ­--- ­­ ,114 ,. �t­, ,I I I . 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(D -0 Q -0 C) (D --I .- " ja (1) 0 L_ C:)- = -0 ?�: = = .0 U_ - CZ C) i M ,,- 0 ICU > . �Q 70 F= 0 Lf) Q) 5- (1) -1i L_ -'*- . c- c/) M q . . CID v -, .0 I i- _0 L m - C/) .l r7w, LA PPA 14 bk; FrA 2 FFA w I Oct 2 8 16/1, -_ a eview ss,st, inc Ilia s evie " for CO co liance ith t ele d and - CO I aPpro ehr 20 FOC 7th I n e K hr PX2300 ,it -:7- 0'"i . - _14, � �� I I 8 11, % L I I I I . . . . W J! ,.� ,,,, I tPtj 1. , I I , � a , Wf Ir'. I -I I 'I '': I � I Al 4 , a p, � , I I I D, ug - - - III I i4II F, is ,T , .� I IL `III j �: 11 I z W IT iiif p i I -z- It f I . WIN A f I I I I jl�_j ��'D a 4 I - I mm SHEET NO. SH.1 m5 / M NMI 11 li�illigil IN 101, NMI 111111111111- FOI D UP ` 41.�, .#-. WFATIIER RESISTIVE MIRRIER V -WINDOVIIUNIT TEMPCMRII,Y SECURF RARRIFIR FLASHING REQ0"U''IREM'ENTS UIL VIA: t H E R LOPE 03 in - 1ZO in R703,11 Gene ral- Exterior walls shall provide the building with a we-ather-resistant exterior wall envelope- The exterior wall erivelope sh all F_ f R, '"'a LIVE > niEr C17H TR WOOD t nelude flashing as described in Secti-n R703- EVT (0.6 cm: 30.5 cm) TAPF ERIOR SELF -AL)HE RED V4"-i- RFAD OF NqTR RNH3 0 SMEATHING Fly I_,1AI>PING DOV.1f. AWiENVE TO BE APPLED DER SELF -ADHERED FLASH (D 0VFR R:I:M UFN 'L UOUID e accumulation of,water I 'T ANC T I 142d, �;i I �,`)l n(Nr � OR ANI OiS D UP WAU F, 1' 15 �14, RL. Ull�l JAMB, tr, WS R703.1 I Water resistance. The exterfor, wall envelope shall be designed and constructed in a manner that prevents th EXTERIOR NAIL ARAN L1 0H EtRiAL Wt:A HER a water-resistant barrie 77M within the wall assembly by providing r behind the exterior cladding as required by Section R703-2 and a means of Q PROO CAULKING CEMT_ RN. ca draininq to the exterior water that penetrates the exterior cladding. -C13 I AeAfHL BUILDING PAPIER RESISITI'VE 13FAL TOPS Or JOI 'k E LAT R703.2 Water -resistive barrier. One layer of No. 15 asprialt felt, free from holes and breaks, complying with ASTIVI D226 for Type 1 felt or other UNDER [*CKJWL1 C:�L A L� OUR L 11 be applied over studs or sheathing at all exterior wait- No. 15 asphalt feft shall oe applied norizonvioly, ' 'Ro� (SrP M-TAlt WWI approved walter-resistive barrier shal C: LL IN r SELF -ADHERED FLASHING ith the oppe Iayer lapped Over the lovmr layer not less than 2 inches. Where joints occur, fall shall be lapped not less than 16L lnches,, Other co fal approved material- shall be installed in accordance with the water -resistive barrier manufacturees installation instructions. The No.15 asphalt o > 0 --IN INSTRUXTIONS' felt or other approved water -resistive barriegr material shall be Continuous to the top of walls and terminated at penetrations add build-1719 U_ READ FLASHING THE RIM JOIST I- Cut fold up & ternporarily sa-ure weaft- F appendages in a manner to meet the requ irements of the exterior wall envelope as Gescribed in Section R703, 1 Q_ re$ -is W VV b a rrier. above heabAr to a I I ow ler THESE DETAILS ARE GENER[C AND I ica flashtng installation ANT TO SHOW GENERAL rLAGVAING 2, :5eff-dorborea Ra5rdrig plus Mau itafafirQ wraer R703.7.3 Water-raMstive barriers Water -resistive barhem shall be as requ' d in Section R70`7 2 and. where applied over wood -based i f a !AND V ERPROOF1 NG METHODS TO weaft- rmstive baww J sbeathing� shall include a water -resistive vapor -permeable barfier with a performance at least equivalent to two layars of Grade 0 paper� The BE USED, 3. Foll o weamer resis.-twe tmrocr oacx owT rwcao 41- - - 12) individuat layers shall be installed independently such that each layer provides a separate continuous plane and arly flashing (installed in 'flashing and seal with I" WIN accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scali� NTS SELF-ADHEREDFLASHMIG SELF- ADHERED FLASH ING FLANGED WINDOW MT, F INISH S I LLi POTSHELFill CHII'VINEYSHOUL DER Exception: Where the water -resistive barrier that is applied over wood -,based sheathing has a water resistance FLASHING INSTALLATION AFTFR WEATHER RES VE BARRIER wpol EXTERICIR DOOR WIT I DECK - SECTION A WPU'2- c� WP03. equal to or greater than that of 610-minute Grade D paper and is separated from the stucoo by an intervening. Substantiality nonwater�absorbing layer or designed drainage space. C C Wei 6* C4 IS FASTEN IF RUBBERIZED ASPHALT F— prusseplzav NE E ULD IN CORNERS � t_� WV17 EXTEMOR Sf4W1itNO 3/4'.1"READOFCONSTA THROUQH SELF-ADII'Ll ADHE Vr CEMENI ADHE SIVE TO BE APPLIED LME R 7 FUNSKNG JAMS A ME�­L) G ASPHALT ADHESIVE R703.4 Flashing, Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHINK-1 DOOR ANN W-TURN t' LASHINQ� *L_ SELr-ADHERED FLASHING — piled UP jA&fts 6�� USE LIQUID INA& BRAWL, PLASTER shingle-leshion or in accordance with the manufacturers instructions. Metal flashing -:,hall be corrosion resistant- Fiuicl-ap membranes ad as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied h I a manner to prevent the (SCLOTTAW V;P "I us 12 MIL DAYLOPY, CMIJ AAASONRY N OCK ORF(-AlAt WATI-WR PRoor rAIIIA-ING entry of water into the wall cavity or penetration of water to the buildingstructural tam; ng components. RED EXIAEME - ....... . ........... 14Ffl-,9 to It NNIC,At scot t E11 FIR ON GHFMACAL RELEASE PAPER WINDOW COMPATIBILIT Y the juncture with A- Self -adhered membranes used as flash shall comply with AAMA 711. AD extedor fenestration products shall be sealed al Ing FASTFNFR scLF,4oticREo rLA15HING WOR4 I won a the building wall a sealant compi nig with _A_AMA 8W or ASTM C920 0 ss, 25 Glade NS we greater for properjoint expansion and 1) SFAI ANT AT RUCASEPAPEP TO FlPla',E 4)-sFA1ANT,101NT Contraction, ASTIVIC11281, AAMA 81Z of other standard as appropriate for the type of sealant. Fluid -applied membranes used as WINMW SUCK TO Vi441 KIM 1 Y�- REW QUI StUE EDI�'.",E ("F I - 64AV)IN11Y flashing inexterior walls shall comply with AAMA 714. The flashing shall extendto the surface of the exterior wall finish Approved flashings WINDOW BUCK-- 'MOF 2) SEALANT JOINT shall be instal lied at the following locat' Loris: 5) SrAl ANT FROM THRF104_0� D Z­� INSIDF Fwar or WINDOWFRAMF WINWW PLOCK ACROSS WINEXA10 BLKK SSECTION-A (%.E DE TAR WPG.2)r_­,,, '11. 1 Exterior window and door openings. Flashing at exterior window and door openi; gs Shalt extend to the surface of theexterict wall n r \14 ANU EX TEND INDOW FRAME or'o< 1AMOURY At TACI W-0 finish or to the water -resistive barrier complying with Section 703.2 for subsecpent drainage, Mechanically attached flexib4e lashings R COD BE shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLM SEALANT REQUIREMW(ti _4 READ BP-M-- NC* following: (IAODIND AND wiunovu ees installation and flashino instructions, or for applications not addressed in the fenestration FFU%NIF SHN 11 The fenestration manufactur -41 SEALANTWINDOWFIR-IANtE Tr 8FLF-A[;HFRFDFIA, 10---- NAKOM PLANOE WIP-bare flashing instructions or details are I cturefs _nstructions, in accordance with the flashing manufacturers instru, WOW SUCK ALL T re WAY manufa ,MIOUND, INCLUDINQ SILL. not provided, pan flashing shall be. installed at the sill of exterior window and door openings. Pan flashing shall besealed or (2) SEA,I, T OPS OFXASTS (fi Sloped in such a manner asto direct water to the surface of the exterior wall fin, ish or to the water resistive barrier fot, -Subsequent DO NOT FLASH OVER Dt- uni W; Or tio BOTTOM PQ&'L-WG drainage. Openings using pan flashing shall incorporate flashing or protection at head sides- 2 �7 (SEE DETAIL 1.1030 7) 11 1 .2- In accordance with the flasuing design or method of a registered design professional. -3 1 3 In acrordanre with atheir apProved mr-thods SILL11--ADHILRED FLASHING SEI F-ADHEREFD FLASHING SELF -ADHERED FLASHIING S(]S 06_05 CMU INSTALLATION 6 POINT BUCK AND 13 -th FMA/AA.MA 100, FMIA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA-1AAKA/WDMA 4-00- E HALF ROUND WINDOW t XA/P06 14 accordance wi FENESTRATION INSTALLAT ION AND INTERFACE W PO"k 4 EXTERIOR DOOR WITH DECK WPO5 INSIDE CORNER Y V 2..2.At the intersection of chimneys or other masonry construction with frame of stucco walls, with projecting lips on both sides under stucco copings. 3. ---.Under and at the ends of masonry. wood or "tal oci i s and sift. Gioundr-*­.... ping 4.4 -Continuously above all projecting wood trim, _7 SHEATHING 5.5,Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame comWiction. r 6-At wall -arid root intersections, r% 7.7,At buift'4n gutters, 4_ 01 1? 8 JAMS, 9-11 AP40 HEAD DETAIL Af"0VFD'i1-FATnWi SELF-ADI-11FRED Ft ASI IING Sheat "l THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPRIOVE 1) HOkISEVff W — PATCH Stucco SrRUCTALATH TWIN TRACK 2.5 FLASHING AND WATERPROOFING METHODS TO BE USED., V A OPA I W, CEIMENT PLASTER I A 4 � A - 12 MIL fyv�W DRY1,01K rXTWL':NW < Re viL, P1,7 r co WASSis �A f/8,7 W 00/4 t APPROVED FLASHING TAPE A r C UWLE W/ 1174f Al, 4 le yn 4#17 70,?o , ropeof Ir SEALANT SOCKET WITH z F8 TOOL[1) APPR0A,.0 SEALANT �JOIST 718"C'ement Plaster e kabr BEAM in W�ordsnce With 718" Cement Plaster P SINGLE r U fio# JoisT 0 ndu Uun iliff a Inc e with 5EELOW -_qELF-AL)HL4LD FLASH'iNQ ASTMC926 in accordi SELF�ADHERED FLASHING L ASTMC926 F Jt backed metal e lattha in accordance Felt backed irietal 3- MIN with ASTIVIC 1063 lathe in accordarwea- SELF-ADRERFI) SELF-ADHEREL FLASIANG with ASTIVIC 1063 BuiWing Paper Building Papel Z A 57 '1116, 01!3.8� sheathing SCS 06 02 WINDOW FIN INTERFACE WITH FLASHING SELF�ADFIERED FLASHING sheathing. FOUNDATION WEEP S'CeREED Maul > EXTRUDED SHOULDER DECK JOIST' WP07 OUTSIDE CORNER WP08 WP09 Flashin WeeD Screed A Installed As P Manufact. Specs. 2x FRAMEWALL-­_-.,,,_ SELF-ADHEFRED FLAZ"HING in LEGEND Mainta' Stampede or similar Ulf- Cz SELIF APHIRLD PLAS"NG (&kkF__ Bottom of cauk bottom PRODUCTW DETAILS TILE FINISH—---, LIRNNAGE FTANL W DRAINACT P! ANIF fr)p) WF-A TINFER RESISTANT -a joint only R01 ed il I Weep _AK'VA`,A'.P IFR RESIRTAMT BARRIFR W)NI) SRI U) Y ')N D BREAK. Y4PB Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO sn r rUPPIOM (SF I I A ;2 Above Roof 10DUROCK— > P1 ASTEE, A I Ca 1 YU, Installed As Per PER THIS FBC RESIDEN TIAL 7TH EDITION (2020) - Sr I AT` ManulacL Specs, 'Y M 11-41" PER PL AN > Detail Instructions Drr_ WR8 ONTO %WMW AV 1 *-0" PER PLAN Nr iF VFRI'll 1Z Cerrientitious Refer to the number marked as C#)- in each detail that corresponds to the 'RFACtr TO TOPI OF Cement Plaster 0 Decof afive Finish numbered items in the list of instructions below: LANUE AS AN AW in accordance AJI inside and CL w4h ASTMC9-- SLOPE Outst comer 1. Instal.- self -adhered flashing it) order as shown by nuiribers 1- 1 r2r �W,;H LANUL over Brood 2nd 81 Clad floor I - ed to bp- rniter 2. Instal' flashing and weather resistive barrier to form water shedding "4 0 lops 4" OR 9"CMU Put and caudke d. all (PER SEAT DEPT H)­- butt joints need to 3, Self -adhered hashing can be sulfstituted for building paper _S I RUCTURAL F RANING z < breecaulked using CL to -r- P111S 64MP S A R embedIded in the adhesive layer) - for ease of instaffation anL -74 e_ 4, Split the release Paw- using thU ripcord (S-Oit release on demand, FILL VATH GROUT sliampede of sim' $��"MrURAL $t .4 N 4 UJ NAIUFLA� 8� I'LINKAL-1- caulk for all E�S� OF 0 4 U1 I STOP minimize scoring cuts 0- T 'LA DO NO S 1- 5= Remove all release paper per standard installation Instructions and GONTjNUOUS BAC�KER DRAINAGE Bit AN17 VJRB CL LIJ i all W'x 6" 0 IS X H�X_ ANI 0 _19 i P q CRI I adhere to substrate using a square piece of flashing mater _CDP� AST I _— ROW) BRFAK LU W *a SLOPED MUD BED ....... . Minimurn' (2) U) IJ- I ATP 6 Fold asshow-ek by arrows < LU - ------- W co rot 7. Angle of corner may varir, adjust folding of the flashing acco­ ngly to 0 N I I I Note: cn fit tight to corner VINYL SHOWER PAN -, :Z I 4 co 'afy A. Mocitanically faSten a!4 neteS. . . .... .... The buticiing paper and metal lath must be SLO installed over the top of the weep si:reed. 7 11. AS It M 6 r UP Piaster rzo < N", ONTA U4 �CKER RBID over block J", z N�_ SLALAN st floor < 0, SHEET NO. SHOWER SEAT 'S,10 FFITICANTI LEVER WEEP SCREED DETAIL WP1 1 W P"', 10", SCALE: NOT TO SCALE I WP1 so BF- T3,60.. (-ennccr Vooz Lore- '�) 11, (\ LO Rvtt�j I*ks%C�A %3� 3 --r� a-c-r-e- c-�- El 0