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Home My WebLink About6469 Back Forty Lpm ABBREVIATIONS 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 EG -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: LA 1 = STAIR CALL OUT FOOTING CALL OUT - O = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAIN TED FED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC -TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - 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 HEIGHT OF STEP DOWN xam STEP DOWN CALLOUT A;LARROW SHOWS DIRECTION OF VIEW ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER l < -ELEV NUMBER 4 A15 2 SHEET NUMBER E- ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, 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 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2020 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 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. LE N NARM 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 5.0 ADDED SHEETS WP2.0 AND WP2.1 TO THE SHEET INDEX INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN rr =gib frp A4 ROOF PLAN f A5 EXTERIOR ELEVATIONS � A6 FLOOR ELECTRICAL PLAN 6 ROOI5,305 to a� SNO STRUCTURAL NOTES SN1 S3M STRUCTURAL NOTES FOUNDATION DETAILS j S4 FRAME WALL DETAILSan.°` S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS 0-11 PRECAST DETAILS S12 PRECAST DETAILS 4 PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL UJ PA1.5 PRODUCT APPROVAL rw SH 1.0 HURRICANE SHUTTERS > o o SH 1.1 HURRICANE SHUTTERS 0 SH 1.2 HURRICANE SHUTTERS Mmo m SH 1.3 HURRICANE SHUTTERS 4- } D O ; CIO 1.4 HURRICANE SHUTTERS cn V -5 -0 ;? M SH 1.5 HURRICANE SHUTTERS E .� L O WP1.0 WATERPROOFING DETAILS o o o Q WP2.0 WATERPROOFING DETAILS _ ,� U 10 Q) a •ul WP2.1 WATERPROOFING DETAILS V w W L p Eco Jug 0,3 2023 Virtual Review Assist,ync. Plans Review completed and apprc for compliance with the 202C f8C 7th by Debra Anne Klahr Pk2300 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. .jj coWow W QLu XaF- z� z O LU zmO LL QX-icnx0000°-j xzEz01o92zomz 0 _j0C>zYe zLL0W°�a co OZ -o< w-WaLuW X o ° oom°°a <X LL a F¢LL N N N N N o 0 0 0 O c) cn O C O N N O O i O 1 z 0 N O ' W n L / > N 'M- v. to 1 � 9 W (n z~ M Qz O z f�-+ W 1 zO z0 111 O v zy_)�5 F- Dz5; Lo 0 goo Z a�a Q = w=LJJ Q F- 0 zo= Lu r� . . � Q 0 zW0 0 z az �z V J 00CL co z C, s z J LLJN N O "C'- LAST PLOT DATE • May 8, 2023 z 1-4 O J I COVER SHEET ELEV. AT U-0" (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) 0 iI O d O v 0 P 0 M 0 v Irl CIE 4'-0" L 2'-5" 1— 3'-10" 2 I~i U L ELEV (-) 3-1/2" 30'-0" 3'-9" 1& 4'-4" r-7--7— 5'-4`7=. 2'-4" i A 4'_0" 15 B I I M 2 g S3 i I I II I I II I I tick I ii I I J II �� ND gl II I op Ill a,�l ii I 14 -N Wzo-----,- _N z1 — ��— — ------------�� -------_ _-- — 0-- - - U------- 7r O--Jj O �I al I I_ N U I I Z 0 II I II N(n � II I 11- Ali I II W - ------ ___-- I w I i I I I I I I I 13 I T7 I I ii ii I II II I II II I II II I I � I 10 I ii ii I II II I -I -- L--------- J L-------------�I 2'-2 3/8" ---------- -- I I PLUMB. I i I Q 6-31/4"-- 2' 6" �——rtr---rt— - ------ �—„— — LAV LAV 8'-5 1 /8 7 -3 3/8 ____ELEC. CONDUIT SINK/ ELEC CONDUIT II it---- 1 9 0- I � I a I I i 1 14 I L`------� I II 1 6 I 14 I ill 9'-2" -- ---------I ----� — — ---REF.--- n 1 n I ii Iii ii I 1 ii I --- -- - J L---I - ------ J ITUBI 17'-7" 12 u W/CI 14'-10" LAV I I r7 II II I II u II I i ii mI II II � �---------------------r��----- ----- --------�L-----J ------- ---- ------ --------------� — �- — -------------- — -- — — — — — -- ih C I W/H I 10 11 iil 14 I K I� II � I 1 O I S3 i l I III II �I I K II C2'0" OS3 ER JELEV 2LL I it U I 17- a� I iil B 1 I I i I — — — — — — — — — — —I-- -------- IL 0 I j 14 10 0 6 Cl 1'-4" 3'-0" 1 e-8" I B 6,_0„ 4,_$„ � I I 14 "v I I 1 3 g z— .� I I I �� 6 i 0 1 1 IL I CV A 16'-0" 1'-8" 2'-0" 6'-8" 19'-4" 10'-8" MGM FOUNDATION PLAN (ELEV B 1 /4" = 1'-011 O v N zo 0 o � CV Lo 0 It Ar- 0 in to AV 0 0 0 O M 0 v \ o ELEV °p 0'-3 1 /2" 2u- U `t N FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 10 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) .'_ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= 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 2� 1 1/2" DP X 8" WIDE RECESS 3� 1 1/2" DP X 13" WIDE RECESS ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� 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 C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8„ x 8" DP (1) #5 CONT. C MONO FTG 16 x 20 DP (2) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY Co N O N Co Ln O Co uo a z w 2 O 0 w z a 0 U p (y) m -- Vi DDT �a AV,, W O u o 0 Omo 0 R Q _= .N U 0.a�Q V W D_ W L 0 E� q CL LLJW Lu W 0 LLj f!1 W O H W� W J W 2� O x��JQO¢�aWUOOJO < U Q Q F— OJx�oz2u-I,- Q 8WR§6Z6EoomZZ (� U LLJ aYoLLpUJOa8zZZWM Z —¢�Z<� ¢ Ox D <Q Wa o W III IM" O Z W O�_ (n 0 (00 � fn M I� �wLL� CM ZO V ,W J O O tlirtual Revi tans Review corn ompliance with t 6y Debra An N w A lete e 2 Kt e si'st an 20 hr I Idc ap BC WPM I ` o h E 0 1 itioo o 00 0 Lo N N N N O 0)6 O N O ' I N O I I ' z N^ ' w � o r- O N O M O � L6 to Li , 00 zl- v, a z O W Zw 0Oo +�-+ O U U U � L 1=. O =)z � AWo Z aa T-_ C X3:Q Ln ww~ C� o~o H T� Zr)= S. } 2 c) ■ u W 11 O 2 - � zwo 0 z U gZ� ILL az _U � 0U 0� W Z a z w W_j C) N N O LAST PLOT DATE z 0 J MONOLITHIC FOUNDATION PLAN B 0 N ao U) N o U w _ U)Q(D oW 1 o � co N o U) cn ¢ CD ow M 30'-0" 13'-9" 6 6'-4" SH 25 HD AT V-8" EGRESS 7V 1 / 5068 SGD C�00 2868 LO U / H.B. i N / OWNER'S SUITE 15'-8" X 11'-11" o / 8'-0" CLG — / o / GRE4AT�ROOM VAULTED 6-0 5/8" T-9 1/2" 6'-3" 12'-7 5/8" / o / N 2868 N � — — — 2.5/12 VAULT. O. BATH ON 12" DP I CLG CLG (5) SH TP SF W.I.0 I 8'-0" CLG I N TB 36" x 60" SHOWER I Ors 00 PAN o' rn DRAIN - `L DINING ' in 10'-0" X 12'-6" M SHW HD io A o VAULTED - & VALVE ch to 00 — J ¢ 1�- O D N---- o R&S = u_ d = co Co r CO 4'-2 5/8" T-3 1/2" I N Co LL CV Cl) 00 I TILE q Ln o 1 ca N I Ln N I z. KITCHEN BEDROOM #3 ( g i ii 12'-6" X 13'-6" 11X 10'-1" O 1 o N 8'- 8 -0 CLG N VAULTED D — N 0 � p 0o z z= ,� w 0 a 4 0 <�' (0V -- o i� 2.5/12 - - VAULT. C? Y CLG 11'-61/8" "' 2'-31/2" DW 4 2668 iv 2'-0„ 4,-6„ 10'-3 1 /8" 2668 '-3 1 /2" X-9 3/8" 0 7'-11 1/2" 4'-5 1 /4" Cl) 8'-0" CLG 668 1V BEDROOM #2 N - N 9'-10" X 11'-11, 5 SH 8'-0" CLG I 2" DP (5 I 00 TP TB H q w 1 BATH #2 00 N 1 U 8'-0" CLG 3'-2 3/4" 2'-9 1/2" 0 4 00 N - Nco 2.5/12 PROTECTIVE INSULATED'VAULT. OW/H BOLLARD — — — I WALL o / \ CLG L —J 20 MIN. RATED r> 00 DOOR W/ AHU PLATFORM r 22-1/2" x 54" WEATHER LAUNDY ATTIC ACCESS STRIP 8'-0" CLG FOYER K - � / �' �� 4'-4" X 12'-8" S3 �� Pti VAULTED 00 SHELVES IN LO LAUNDRYAT r� 60" A.F.F. HANSEN 00 BOX o DRYER D W 3-1 VENT q 4" PADDED 3 4'-5" -v FRAME WALL SH 1/2 33 HD AT6'-8" - ______________ — — — — —A — — I LINE OF GARAGE IN OPEN POSITION I 1'-8" 4'-4" _ I I I ' I 6-0 4-8 I I I PORCH 8'-0" CLG 377W- 16070 16'-0" 1'-8" 2'-0" 6'-8" 2'-0" 19'-4" FLOOR PLAN (ELEV B 1 /411 1'-01' 30'-0" 0 <V O to 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 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SO FT 1448 ENTRY 93 GARAGE 387 TOTAL SO FT 1928 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) for ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 co N O N 00 OF `M aG �o o bV\ i 8 D0� 00 LO 0 FF B 6 3 J P t 21 5 3' uj O k. Y �4 5 i W z _W `0 U o cy) N Q> N c -0 M A� � 'C C D O 2 p po o �- , Q)Q •N w Q V C V n ` 00 E Ih 0 70}L� 0� V a ILLI�y L/U� (D W UJ LLI Cjj w 0 1- Q of z W0 <0<�(n� VO0 X LL Q Q U D 0 ZLLLL_0z200 §2z0200moz JO —¢Q I— H cyw v LUXLU wLu-5= ¢=�� w LL c� O CL Z j < LLJ<�Zgwo�cv��a LL aof s D 0Q<X LL ¢ O LL >f O Z cV O� >(o Q(nCMO J LO U) LL ti M Z U W W J O O JUL 0 23 Virtual Revic w A i sist, i Inc. P tans Review com d ompliance with t e 2112d F 7 Aditioni bra Ann Klahr o N N N LO N N ('7 N N M O O N N O z o � o I o I I ' 0 NW o 0 0 0 0 I LO LO > N `M 'I U') i i M� ♦^ z W V J Z ¢w O z - O W U 00z0 U U U) F— O 0zj OF-o z a�a r_ Q C) = 0 wxw �� T� zO O W W Q F-o ■ U-) O ZWO 0 U �wLL LL Z z 1� ZQ � 0U 0 W z ¢ z W W J 0 N N O LAST PLOT DATE z O J FLOOR PLAN B C u a ROOF FRAMING PLAN (ELEV B. 1 /411 = 1'-011 6-0" 6'-11 " HEEL= 4-1/16" 0111111►TAI'3 12" 12 5.9 512 2�� 01 2X4 LABELED END MARK 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. CAL 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/ MTS1US. 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 CUTBACK 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 CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES REFER TO ENG. PACK FOR CONNECTION O LD 1'-0 5/16 TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 U 'I'-0 5/16"'_[:'� 1, 2'-0" 1, 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING A"T'TENTION i DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60 degrees Sprw �. ./ or less 112 1 1 2(3 to 1/2 I line span approx. Ta line r 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. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. IF PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F°BC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. l�i�i�i�i�i�i� �I�i�•�I�I DESCRIPTION INIT. DATE Created from BID B312288A AS 8/6/2015 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 F Add Vaulted ceiling in Great rm, AS Dinin rm.Kitchen Fo er & Entry 12/29/2015 LC9 AND FBC2017 HAB 12/07/2017RE-CALC A7G B.C. AS 7/23/2019LCA JTH 1/4/21 LOAD# DESCRIPTION INIT. DATE aIts revision block for alts only. CARPENTER -� CONTRACTORS OF AMERICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAXI (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B 1325 ALT DESC: OTC : LOT 1331 BLOCK 40 DESIGNER HAB DATE 08/06/2015 LAN# N321594L PAGE u SCALE 1 /4 "=11 M N � 9 '4^e co a D LO A F °• Y A P 00 LO A e,MI; tid" r � z . Z W " O W z LO N ,0 o ( ai } N 01 D N A� E L m Yj ` o 0 O o O Q .N V W QN c L o E� .9 CL a W W � LLI C W 0 �< �Q�Z� ¢ z 0_0� 00 Q J�Oi> 0 aq ggzowoomZZ� J0 C=�'1 Z Q�¢�WQ°zWzoi°oIL li ow 2t-� 2Wo OX 0 Z) o¢zX¢ ¢ ¢ LL ¢ O t— LL � II O O z W 0 F- M O QwM�i U) ti z F—Wco >. Z U F- z 3: WW J� O O SL0 23 virtaat Revie As i i ist, tnc. tans Review cam tote an(. p ove omptiance with tt e 20 Z01IF C171h d tion bra Ann N N N N CD0 N N 0 N 0 N LO O CD M \ O N cD I M r N I I C) Z o o I CDI i O NW '^ L W o 0 0 0 0 1 0 z Z C)¢W z� +� 0 W 000 U U U) _ F— O ::)zj O I- C Z a�a O = W=w m� �l' ono T__4 �0 � W � LO 2 O z O C:)U Q gW0 W� Z Z az �z � � � 0 � O 0 °- z z z z W W J C) N N O LAST PLOT DATE . May 8, 2023 z4-111 0 ROOF FRAMING PLANS B -i -ill-A I o F ROOF PLAN (ELEV B 1 /411 = 1 '-011 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 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 VERTICALL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE B LANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA/ FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT for M O a = N 0000 �a m in �- y � � a , < ': J D a CD CD 00 LO s'n.•F,�' e� .. �.51 B LL C 0 z to N L c) A� L L p Y/O2 o O LL 0 ¢ VJ W QN •^N^,, V L 0 E� 7W V a W W dui vi w0Uj � E-Q x =¢—z� o =0) QOQ�QL_L) z LL Q Q V Q 0 ZU_U_0zm°o~Qa 0 LLJa EUS OWOO�mQ Qj W � Z --zLuWO��0IL _j <LLJ LL 00� o oQzq�¢ LLQ O QLL O O ZW O� ti O z � M Q W_j 0- (/) 2 U) LL r` < LLJ < Lq co z Z U Z W W O J O d' L ® N 23 Virtual Revie V Assist, Inc. tans Review com ete an app ovz ompliance with tl e 20 Off M7 h Ed tion Debra Ann! Jila O 04 O N N O N N M Q M O W O O � N O i N O ' Z O W N o 0 o O Ocr I I ~ WZ �/J az w O O W U moo UVU5 O=)z5; I._0 Z a�a Q C = w=a CD ~~o t—I Z O M W 0 < O zWx O Z V gazLL T Z FTL � U 0 0 m Z z z W J 0 N N O LAST PLOT DATE z - O J ROOF PLAN B SHINGLE RC 1 1/4" THK x STUCCO BA 5/8" STUCC, OVER CMU FRONT ELEVATION B 1 /411 = 1'-0" REAR ELEVATION B 1 /4" = 1 '-0" RIGHT ELEVATION B 1 /411 = 1'-0„ 15/8" STUCCO OVER CMU ti LEFT ELEVATION B 1 /411 = 1'-0" .EV AT 8'-0" T.O. M. -VAT 0'-0" FLOOR FF VGLE ROOF ELEV AT 8'-0" T.O. M. 5/8" STUCCO OVER CMU 00 io ELEV AT 0'-0" 1ST FLOOR FF FINISH LEVATION SHEATHING FACTURED TRUSS RIP EDGE INUM WRAP INUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 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 _1 1-niv_ 15/8" STUCCO OVER CMU 71CMU COLUMN DETAIL pia _ 77 _ ELEV AT 8'-0" T.O. M. 2'-0" I ELEV AT 0'-0" —� 1ST FLOOR FF ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO im VARIES PER OPENING ELEVATION DETAILS $ _ -n 5/8" STUCCO FINISH 2" <V CV VARIES ASSUMED GRADE 9 ELEVATION DETAIL a = 1 - 11 1 1/4" THICK 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) is t M N r 00 LO ` LO o LO a a H � 00 dsS 1 w o w X z N _W L `O 0 U �M� co / N co ♦� � N V -0 O co u C,) — g co M AW' C E- L O Oo 2 o (D) 0 L� o o Q 'N s W Q ` Q� o s✓ 4 W LJJ °U; 0ui W0� I-Q W I =a�zx Z WL I zo LL0020 Q H J�OZ, <��0Z220E- 7wIL�Qwzo�oL zJ c� Z_J¢< IL F0=zjQ wwFZLLIx<0 LUQM_Luz �LU v °a (00 LL Ow 2—F- 2Y 0LL ¢ ZQ Q � LL O Z W O� D� O 1.-7 M Q CY)rl- I U-) U) ti co Z V Z Wo J O d' L 01 20 3 Virtual Riviev ' is , 4 Plans Review c implBtid arid ' or compliance wi the 2020 FKak ion by Debra J nne Klphr I PX I 390 I N `— o 0 N UD 0 O0) CD CDI N I I ' 0 N, W o O �.0 i .- N co ♦^ z� vJ Qz O zw 0) +� 0 W U 00 ° w UVU5 LC) O 0Z5; OI--° z Q O = W=a m-w 1� Z=p= 00 Ov O O gwWof w Z az Tz F=- Q J OU a- MM0 W z � z z z w LU N N N O LAST PLOT DATE N • May 8, 2023 Z 0 J EXTERIOR ELEVATIONS B PORCH ELECTRICAL PLAN (ELEVATIONS A & B 1 /4" = 1'-0" WP GFI A/C DICONNECT ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTiCLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 01 #15 copper to lights & outlets NEMA 1 10 #12 copper to 20 amp ckts 200 AMP 01 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET 'c%) TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz kS �' SMOKE DETECTOR 1'-0" 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 110\/ DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �F TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE 0 STRUCTURED WIRE OUTLET -� SWITCH AT 36" i 3 WAY SWITCH AT 36" -cam 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" --0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -(Tr)- WALL MNT FIXTURE NOTE: C TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9;24:R 24" VANITY LIGHTING F;FF 36 :;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND ti 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION _MZ3 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR ED A/C REGISTER OT THERMOSTAT M SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N LO 0 '0o u N CY) } M 2 M �o .�. o 0 i U a� ¢ .N wC'^ N� QN ^` W L 00 " 0 70 70 0 a -0 V, LLI CW°Cf ow Lu WOI- Lid _j x¢�zo u 0��LUO° _ x�X p� �Wz Z16f— �0Z0W0�mDZ Wa _j° VWQ Q- 55WW F0'¢� oCL 0LIo�oILJ/O W LL � OQ ¢¢O ErLL u- i O O Z N OW U) ti I0F_ MO Q U) CM J � V) LL H W M 0- 00 'ZV� W W JC) (O A 13zo3 Virtual R iviev s is!, lip Plans Review mp eted an app or compliance wi the 20 0 F t i ion by Debra nine Klhhr PX 3D0 0 0 0 0 N O C\ O 0 O N CDi I M N O I i Z O NW o � O N O M o O I I 000 } zZ Qz O zw 4_0 4- 0 O W U wO_O UV(j) I,o O Z) z 5; OF-o .Q Z a it aa- Q C 2 of mF-W i—2 _0 O� O z O ■ W U) < t= O zoo: O Z V a Z LL Z �z �� U � 00 z z z z w WC) N N O T_ LAST PLOT DATE • May 8, 2023 z - _I ELECTRICAL PLAN A B a 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 9HALL 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 (11524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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. DEADLOADS: 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 TOPCHORD: 15PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.9. 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 5Q PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND 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 + WIL 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 (f'c) MODULES OF ELASTICITY DESIGN (E) C-l-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-l-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-l-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7AT 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 W1 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. STRUCTURALLUMBER: 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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4. 5� FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS 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 "T' 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. I 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 1557-02EO1 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 electrir panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. lrrigationIsTrinkler systems including all risers and spray he, s shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cjncrete oyerpo r and mortar along the foundation perimeter must be removed be ore exterior soll treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of co%liance must be issued to the building department b a licensed pest control company efore a certificate of occupancy will be issued. T�e certificate of compliance shall state: "The building has received a complete treatment for the evention of subterranean termites. The treatment is in accordance with t�re 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) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS T�HE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE TIO-11 BEGIVS. 1KUY DISCf2EP1,1lCY` BETWEE11 FIELD Ca,10DITI IN liltsilaliwo NOTE: 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 Y8". 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. P1 tot cii 7� 00 L0 DO LO kl 00 I A LO i5s05 Z LU 0 LU Z LO > 0 (D L. = 0 q U -5,-% 0 M ��- 6 Ing Cq M U 70 f 2 E -c: 2 8) 0" U 0 U_ U 0 LU 0- c00 E �2 00 CIL LU W UJ 0 Ld U), W 0 Lu W W 2 0 F- of - W Z (Y 0 2 -4 < 9 Z :) 0�:Wwu_000 0 13f < 0 1-- Z) X U) LL Q 0 ZLWLu_0_Z2C`0�-<�- jo < 0U)of92Z0W00MZZ Q 0 0 o Z uj (1) Lu 6_ > (1) uj uj LLI W < CL 0 Z y Z LL 5 uj 0 W _j 0 IL _J�< MWLuz a. � UL < 0 Lu ul 6 � < C) W �e Z < < LL 0 0 C:) Z CN W U) U) b CD C:) co p co CO 111�_ C0 It LL W - r* Z W < Lq Ce) 00 < >- < Z C) Z W W Q 1UL 0. 3 2023 ',t! Inc.! ell Virtual Review Assi ns Review cornple ted Ind appreved mpiiance with the 202( FBIC 7th E-ditio 1� by Debra Anne ltahr *1 2310 C) 04 0 c,4 C14 CN CQ Q Q U00) Q CO - Q M CD 0 0 0 1 Z 0 IN LoLU > C� it U') I co Z U07 <Z LU C) ZU) 4-1 4-0 0)0 W ZZ coo Ly (_)0U) Lo -0 0 :D Z 5; 0�< -0 Z 0- of CL C) F_ Li Z- 2 W�< Lr) M 0 W F- LU r M �-_ LU 2 q;j. F- F_ O:D 0 ZOM W U) 0 ZWO C) 0 :5 W 0� Z LIL Z Z r Y V. Z F- 0 < 0 0 Z Z Z Uj > LAST PLOT DATE Z 0 j STRUCTURAL DETAILS -- - L - - a THIS DETAIL ONLY REFEPS TO THE DIAMOND -MESH EX P A ND Eir-) ME7AL L 'TH AT AC H ME N T, METAL LATH AiALL 1-31HIEATHING- X ..I ------ 16GAx 1 -1 \2" LONG '314" 1' CROWN STAPLES 4l 6"O,C, VERT BETIkEEN CRCIv%�N� S74PLIES, G" STUDS (NO7ED THUS,:-) - OF� SET i I STAPLES BETWEEN STUDS AS SHOWN \/ERT INTO STUDS . .. ... �N07E CD 'rHUS,-,-t I I A METAL LATM ATTACHMENT [")ETAIL P EV. 09. 2 " 4, 2 1 �-_'_E: 14� V�0` �DETAIL EXCEEDS THE REQUIREMENTS FONR rB"_'P 70a LATH* 0NL'/ AP=�LIES TO i-ENNAPI 7PA_-`JA_X** 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. VIERTICALLY/HOIRIZONTALLY 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 C1 063 & ASTM C 186 1. CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H STUB -OUT FOR 4 GAS METER 0 9 H C G 000 L0 C) b 1 0 0 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-Y (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. Uql" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6'l (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-011 (3) 16d TOE NAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING W M < ROOF DIAPHRAGM NAILING SCHEDULE pinrlp: I IMF + + . . . . . . . . . .. . . . . . . . . . . . . . . 4- + + 44 . . . . . . . . . 9 . . . . . . . . . . . . . . + + . . . . . . . . . . . ED .. . . . . . . . . . . . . . . + + ji . . . . . ... . . . . . . . . . . . . . ....... . . . + + + + 4 + + + + '-0" (TYP.) _,"'TYP" 4'-0" +++1 / . + 4-4- ____7 + 4 + + + + + + +++ + + 4 + . . + . + + + + + 4 + + 4 . . + ++ + . . + + + + + + 4 .. . . . . . X + + . . . . . . . . . . . . . . + + . . . . . . / + + . . . . . . . . . . . . + + 4 . . . . . . . . . + . . . . . . . + + . . . + + \+ + + + + + 4- 4. 4- + + 15132" CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE — 9 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-318 INCH NAIL LENGTH 1� FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI"Joist Backer Block 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 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts r STUDS above to bearing bell SECTION @ INT. BRG. WALL N.T.S. I 1/8" min, Small 2" min. 2" gap " . 4 max. /71 a Clinch n ils 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. 2x4/Plywood/OSB web sti n in. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" ffe Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5000se 9-1/2" 2-81 2-8d 11-7/8" 2-8d 3-8d 14" 2 -8d 5-8d BCI 6000s@)_T1_-7/8- BCI 6500suR 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13CI goso 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16d 6-16d required when indicated or max. 16" 6- 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP@ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column wl loads higher than 15001b 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 0' require additional w wall or beam below.� consideration. Check k local building code for appropriate details in One 10d box areas=20 of high or=21 sinler lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Q�' Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N,T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) . BLOCKING PANEL, INTERIOR Vertical load transfer = 1900 plf max. along bearing wall 7 Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists _T 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 1 0dx3" nails at T'o.c. for all joist blocking panel *Non -stacking walls require additional consideration. C.0 CIO Do< 6" 1 6" BE CUT ANYWHERE IN LARGER THAN 1)/2" A 1Y," ROUND HOLE MAY CANTILEVER DO NOT CUT HOLES THE WEB. PROVIDE AT e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. 2 MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly FROM OTHER HOLES I iameter Cin,� 2 3 4 5 Z '8. an 10 112 Rectanguhar Hole Side (�nA, 2 5 9, Any 16"' joist Span fft" —1— V-2" V-3" -i 7 - —7- - T 7-71 7- _'�7 T z 9 3' -2" 3�-7" 12 V-0` V-0'- IT-l" V-1 1� V�2'1 1'-2" V-2" V-2" V-3' V-7 V-9' 2'55� 2'-1" T-2" 2'-11� 3" 10" -7` 4'-2' 41-q" 5'-7" 4'-9" 6'-4" 5�4" 7�-2" 20 24 V� _0 V ` 11-1. 1 1-2" '-7- 14'-9- 1 5�-10-' 6'�-1 1 1 7 7*-11" L 8�-4111 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(ILIVE) 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 CU TTING CHART N.T.S. SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 13/4" 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- 1 Od nails. ��Install tight to top flange. Jc Nail with Filler block. 10-10d nails. Backer block required where top Install tight to top flange. mount hanger load exceeds 250 lbs. -2" gap- 1/4" i Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 114"-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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL A \AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON HETA20 HETAL20 INSTALLATION "MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF N, SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 10A x 11 /2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE PVC OR SCH40 SLEEVE 4: < A ! =00 IEJ I 1HE -11 I_. 71=T 1:1F FINISH GRADE -11 4 _ �Ei A. SLEEVE THRU STEM-/ SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION REINF. S GRADE EE PLAN 4 -4—, .41 1=1 I 1=1 I I - I A/C CHASE (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 31 F_ TIE" EEI iL- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 S for TOP (2) #6 4' 0" LEEVE CENTERED @ P1 PENETRATION-\ Sx �E PLUMBING LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Fl- 44 fl 1E1 I lEd I A SEE FND. PLN. SIZE & REINF. Q CV) N 0 Q N22. Ln�* 0 P4 LO 0 00 6 N 1) 1,17, LO — -A V% A 11 i�4, P � I A� 15 5 LU 2'1�, 0 411 �� ez 0 LU z < a) LO E > 0 q U �_'! C* V) cli C') U %) Q) E 2 2 D 0 U 0 .1= - -0 8 0 0 U_ Rl < < U Lor) U 1.1-1 0 C14 0 00 E C) �-o 0 0 CL -0 i W W W 0 LU Ld (6 W 0 1-- LU Lu 0 J w 0� _J 01- z W z Lu 2 < 02 < LL L) 0 0 0 W =) 0 LL 0 U) < 0 X of 0 Z M 0 0 D 0 Z) 0 0 Lu 2 z Lu Z n Lu W 10 Lu o- > (0 F z U_ < 0 0- z a- W 0 z 0 0 < LU Z_ ui z 6 ul 0 W 20 a< LI_ 0 z < < 0 Of 0 D < W < 0 U_ U_ 0 0 N W U) > U) p (0 CD I.-: co 0 z < U) CO [,*- LO _J LL_ Cl) LU < U? 0� 0- cy) o- 3; T-- >- 00 < z C) z LLJ Q 0 mi JUL 0 3 2 23 Virtual Review Assist, IL tans Review comillete I an' api eve d compliance with the 2( 20 F�Bj, 7 �hl Er idorl by Debra Anna KI-c hi! P 30P C) 04 C) CN N ce) CN 0 Q CD CIN 0 0 LO C) co Q CD C) C) 0 0 N CO UJ C� Lo U > N co q Ln 00 Z F- (n <Z LU 0 Z U) A.-O M 0 W - z z 000 W C) 0 U) LO -0 0 DZ5; 0wo or< -0 z 0� - a. 0� a- C) LU �: 2 < LU Lr) 1-- LU LU 0:D0 zom: UJ 12- 2 0 za�o < 0 < J UJ LL Z z z D < z --se 0 < _J 0 0 1 00 z z z Lq LU > LAST PLOT DATE 0 M 4_0 z 0 STRUCTURAL J DETAILS (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ VARIES /-METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAIlk INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH \12' LUMINUM FASCIA STRENGTH CEILING N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" , GYP. TYPE ")C@ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 11 8 x8"X16" KNOCK -OUT SCREWS @ 7 O.C. BLOCK W/ 1 #5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) 0 Z' ARCHITECTURAL 1x2 FIT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER c?) U) 3 1/4" BASEBOARD LL MIN. 2500 PSI CONIC. SLAB Uj MIN PSI MAY VARY PER MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE X. 00 Cl) C? 6 MIL VAPOR BARRIER t> 4 COMP. SOIL. (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR__/ 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT 3" MIN. CLR. ON 3" CHAIRS TW V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" � �3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETESLAB 14" O.H.D. RECESS PAVERS� 'T 2� -N �� 2 I t 4 7� A.A 80 A` SEE A/S3 OR JIS6 `-I I I III - I IL FOR REINF. INFO. 3" MIN. CLEARANCE 1 1.4" (11 STORY) 1 V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 118" (2 STORY) I ------------ 4 - GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 2x#2SPFSTUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T, PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE �: E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH > f mlLil I �1-1 I W11 I= IL11 I m I � 9 - I Iq III 111=111- 1 8" 1 -1--4- T-9- [ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. U-011 A. F. F. 7E =1 /J 4. -A' .4- 4. .4 -3 1/2" z r: 1 �A 4-3 12' A E�LEV. 4 4 q 0 A 4 A . F . F . 0 A A 2x4 CONT�- U- A A<. -4 C) 4. 4 A 4. GARAGE DEPTH VARIES A GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH "-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE"X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS _____---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D, FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-101" (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6"O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"o x 10" "J" BOLT @ 24" 0 ' C ' W/ 2-0116" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HID @ 24" x P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 31/2" MIN. IV" IEHI 1/2"(mln-)- CID -7 L 1�1. 1. I.= L L IrII7 3 1/2"(min.).- (2) #5 CONT, 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 60' STEP (cD SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. A V SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD INSULATION PER FBC AND ENERGY 0\ " b0s 8" C M U Pr)DKA QHP"lTTPr) ITI-4 DPPRAIT 1 "x F". T.'S'T U D (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR #5 VERT IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CN LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' x 10" "J" BOLT @ 24" O/C W1 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 1 Od NAILS @ 24" O.C. VERT. OR Q K.O. BLOCK 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR -2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BOL TIS 6" MAX FROM WEEP SCREED INSTALLED BAR 2x P.T. PLATE LU END OF 2" x PLATE PER MFR INSTRUCTIONS 0 ASSUMED FINISHED "�#�3 OR`#Z^RE1'N`F0�R'CING BA LU P. E R �GRADE GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE X CL A 00 [GRADE 60 MIN. Fy= 60ksil U) "M I'M FINISH GRADE 1< a- r= I r= I I 25" MIN. LAP [30" MIN. LAP] K > 60 00 F1 I t> -TI I= r. KAu VAPOP RAPPIP 4-F=-I I I-- I 171-11 XXAN W .1%, . .. . . . . - - - R 17/8" ---\ / :1 IEI I El I I�El I EEI I 1=1 I IE��, #5 REINFORCING BAR X = z C"I z- #5 LAP SPLICE 95% MODIFIED PROCTOR ASTM 101, I -// -.61 36" MIN. LAP (36" MIN. LAP] T7 COMP. SOIL. (COMPACTED TIC D1557) 511 -'--#6 REINFORCING BAR #5 STD. 90 HOOK V-41' -1111 .111-11111-11 fill 11 111,11 1 111 1.. 111 I= I * - JV13 L/At' FRAME WALL TO C.M.U. WALL CONNECTION rD`�� TYPICAL EXTERIOR, FRAMEMALL FOOTING K"E� REBAR DETAILS K"'F� 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE - TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS 5/8" x 10" "J" BOLT @ 24" O.C. wl 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HID @ 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 - M54111 3 1/2" MIN TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (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.0, -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) ---�NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 1 Od NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 /WWF OR FIBERMESH iW I=U I - !"(min,),; 4'1, W11 I'l 1 1111 [F I IF- I I r- I,F' 11, I'll ..If- r � , (2) #5 CONT 4" �H NP ''' L8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" � �S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--,\ GRADE 00 Fj.-!�-(1) #5 REBAR w/ OPT. lip i 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r-L SCALE: 3/4"=V-0" � S3 , BLOCK WALL BEYOND EXPANSION JOINT� r-O.H.D. RECESS A A 4 A :4 4 :� jA A 4 C? :A SEE A/S3 OR JIS6--- -1 L1:71 �I -I-T-741 -11 1 �11 IT I FOR REINF. INFO. 13" MIN. CLEARANCE V-4" (1 STORY) T-8" (2 STORY) GARAGE DOOR SLAB RECESS � 7 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. -71 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 0101, A 4. A A. 'ONCRETE NAILS W 1 1/2' :MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. SCALE: 3/4"=V-0" 1\ �3 SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION :NFO SEE PLAN FOR (-6 & LAYOUT DESIGN TOP OF BEAM 'M-j 71 SEE ROOF PLAN (2) HTS20 -1 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BID. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR 'ENSION 120#) CONCRETE SLAB 0? E Cl) 6 )R BARRIER 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn W go SCHEDULE W > * SEE PLAN FOR STRUCTURAL -j Uj COLUMN SIZE AND BASE Es W UJI CONNECTION INFO. U) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS --INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 171 .E w/ MIN. (2) #5 VERTICALS L E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH C-) BRICK PAVERS or SLAB PER r-11 1-1171-11 T-11' -11-11 1=1 I 1=1 I 1=1 I I= 0'-0" FIN. FLR./-Jk COMMUNITY SPECS 4" 14" INTERIOR WALL SLAB STEP NON-BRG. ��K SCALE: 3/4"=V-0" ��S 3 SCALE: 3/4"=1 -01, 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH (2) # NT " --I I I.E.1 I IEE I I-- 0 IN T`CCOH A I R, S - .. -.III (TYP'.) 8" � 1'4" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" � �3 1 1/2" RECESS FOR VAKIEZ5 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH AN 4 .4 4 4 4 7 00 cn U.. 4 4. Plar fT SEE A/S3/J/S6 8" for co 11 11-t 4 FOR REINF. INFO, OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Q@ S.G.D. SCALE: 3/ 4"=1'-0" �3 MASONRYWALLAND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS -71 TO FOUNDATION PAD CONT. FOOTING STEEL-\ MAT REINFO 00 Z GRAR� 4 .4. LU 40 LL, ILLI 11. LU L) LU 4 0 W U5 = - =1 0 0 'A. U- M co < LU T-M'45E�' FOOTING - - - - .. Tfl2 '. '.M .. 7' BEYOND PAD REINFORCEMENT-J" . 3" MiN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. "Z= co 04 04 00 or XJI, 141 LO 00 U') 15 LLJ �0 ,x 0 z LO - 0 CN NO (y) 00 4-- D Ln U n -= :E 0 2 0 M: 8, <1 < 0 JC U 0 U LU 0 00 E 0) 00 LU W W 0 LU LU W 0 UW z m-i<03:0�0U-002d2 a R;tj 2 ()� LL 0 z 2 0 0 L.L � 00 0 bq)wa�o 020oc-Djaz (/) W W - z W �5 Q� Z =) 0 5 CL U) W W �- z LL X < 0 of 0 IL > Z 0 U) 0 ILL Z -j Z W C-) Wz M �O L<U 0 W2 2 111 a 2 < z 0 < U- 0 LIL 0 0 z N Uj 2 (1) Z) P�- > U) q Q0 C:) ce) c) CY) I" U") U) U) LL_ I,.- z LLI < LO M CL M 0- 00 >- z 0 z W W 0 C:) CD J U 1. 0, 3 2024'h, Virtual Review Ai sist Inc Review completed an J ap rov( pliance with the 21120 F B� 7th I Ealitiod I by Debra Anne Klahr N PX2310, 0 C14 C:) cq C14 IN 0 Q C) 0 Q4 0 Q U,0) Q Q CD a) CD 8 - Cq C) C-4 C) 0 LU C) C� C� U') U�) > . I I I I I I . q;l I co Z U0, LIJ C) z 000 LU - o �j cl) Lo -0 0 =z> 0 LU 7z 0 C:) z W-< a. of W3:2 Lr) W F- W r 0-,0 Z6=: W U) -j Z> 0 ZWO C:) < Ix W ILL Z 32 z z z < 0 0 0 z z z W W C14 CN 0 > LAST PLOT DATE z4-0 0 STRUCTURAL J DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER ,-(2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE _2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIrz 2x BOTTOM PLATE W/ (1) 10d @ 8" n5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE ELEV. SIMPSON SP2w/(12) 10d NAILS AT EACH STUD + 1+ CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 1 Od NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P,F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS 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 EXTERI R] FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPS U M BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW � S4 KNOCK -OUT — BLOCK W/ (1 )#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 M1117 STD. 9d;HOOK_/ 8" 8"- LINTEL BEAM W1 (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL Wi (1) #5 VERTICAL — SEE FDN. PLAN FOR LOCATION OEM'[ OWN 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. OOFTRUSS 03 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES A" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—� Lu > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x1 6 C. M. U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES .......... ............. ............... .......... GARAGE DOOR ROLLER ...... GARAGE DOOR TRACK SLOPE FORWARD . CONNECTION ASSEMBLY ............ FOR DRAINAGE GARAGEFLOOR TRAVEL DIRECTION OF ........ ........ .. GARAGE DOOR MOUNTING BASE DETAIL 00 SCALE: N.T.S, 4 .4 A'. SEE PLAN FOR FOOTING IRED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV. 7 5/811 8" 7 5/8,, 8" 7,9/8,, 8" T] I SOLID AREAS ARE -SOLIDAREASARE STEEL AND GROUT [IF STEELA . NDGROUT INTERIOR rULL OXOX IQ DLUUN SIMPSON SP2 W/ (12) 1 Old WALL 42 11 1 11 il- NAILS AT EACH STUD l FF CRICKET AS DOOR OPENING — I= —��] DOOR OPENING DOOR OPENING -ft 1/2" EXTERIOR GRADE SHEATHING ri=7 -R!U- [!!I] — MR` I FASTENED TO TRUSSES WITH 8d REQUIRED F-1 FF COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER --------'-----I EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BZLOCKING (T WALL O/C FIELD Eil 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _77 MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB 71/ WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MASONRYLAYOUT rD MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR SCALE: N.T.S. �4 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL ------I W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE), ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMES DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 4 PSPN516Z w/ (12) 16d NAILS 4 DOOR STOP 0 MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF ,Ir 2 x 6 P.T. GARAGE 4,9,, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET 1 Od @ 8" O/C DOORTRACK-----/ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK tl** K SCALE: N.T.S. �Iil� 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 EAEND EAEND SIMPSON 1'- 4' (1) (2) (1) (2) (1)LSTA30 4'� 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED L @ 12" O/C FOR 2"x`10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1 Old x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W1 (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER - EXTERIOR HEADERS: 10d NAILS @ ONLY (1) 2x SILL PLATE W1 (2) O/C TYP. 12d TOENAILS DOUBLE 2x 9 OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 1 1/2" EACH "'-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P.T. PLATE - SEE A/S3 FOR- REINF. INFO. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 0 Lu '�2.16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING PROVIDE P.A.F. NAILS OR FEQUAL @ 12" O.C. STAGGERED FROM BOT. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) * HTT4 w/ (18) 1 Old NAILS (3610# SPF) - HTT5 wl (26) 1 Old NAILS (4670# SPF) 01 0 0 * DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) .1. * HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (3075# SPF) 10 0 * HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) . HDU5-SDS2.5 wl (14) 1/4" x 2 1/2" SDS (5645# SPF) HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (6970# SPF) HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (9335# SPF) 9 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT ATTACH ALL -j 0 s FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ (J) 16d TOENAILS * FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. TOY6PPLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: 9 FOR HDU1 1 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BO' . TOM SPLIC) MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL HTT / HIDU TENSION TIE SCALE: N.T.S. SCALE: NTS F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 2X STUDS @ 24" O.0 4 T_ ,L_IZ8�"x 4� 0".'C'f BOLT 0 MAX. MIN. (2) PER BOTTOM PLATE SECTION /-2X P.T. A/ PLATE SIMPSON SP4 �0_ TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL A 1A, 'DIM"UN Z��4 SP2 I SIMPSON FF SIMPSON spi SP4 ",-10( ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \\-NAILED INTO TRANSOM FRAMING SP4 4 2X8 P.T. BOTTOM P�AT�� SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON - spi SIMPSON SIMPSON� SP4 SP4 \\-5/8"x`10" "J" BOLT @ 24" O.C. MAX. C (MIN (2) PER BOTTOM PLATE) rl+ 2X TOP PLATE OVERLAPPING I NAILS @ 6" NGGERED 30LTS @ 24" O.C. %X 2X P.T. PLATE ROOFTRUSSABOVE /_ 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-4' O.C. -MASONRY WALL SIMPSON C SP4 1 Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING __3M N �3 BEYOND. - PLYWOOD FASTENED TO TRUSSES L PLYWOOD WITH 8d COMMON WIRE NAILS@ 4" O/C BOUNDARIES 6" O/C EDGES 10 SHEATHING & 8" O/C FIELD * SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE — —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING * SIMPSON SP2 w/ (12) 10d NAILS MASONR 9 SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW — o- 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE L5/8"x`10" "J" BOLTS @ 24" O.C. MAX (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. � S4 Plan for com co 04 F F40 co j LO 00 LO 0, -805 Lu 0 Lu z Q) LO F, E > 0 0 0 u CY) >1 CY) co C/) C16 C 4__ u CO U E 0 2 '00 C3 0 0 u- 0, < < U Ln u Lu 00 E .5: 0 CO CL ILLI W C6 0 W uj _j W 2 0 W I- Q� 2 _j W< zw z 02 < < < x W =) 0 W LL 0 0 0, < 0 F- - _j U) 3: C/) 908<'ZO�LOZ22"I-�� 0(00�WOZOROOMOZ Lu LJJ z< =) 0 -, C) 0 o 0 z W W , (D On- 7, Lu 0 z LL ow 0111 -, � < 0 uj Lu Z 2 >- 0 a. a- LL. <01A �ul i3 D oyzg < 00� LL < 0 < 0 0 04 Z Lu 0 U) in b (0 z u') U- z W < u� a- cy) 00 < < Z 0 z W Q C:) CD JUL UJ3 211Z3 Virtua(ReviewAsist,illic- Review complete i ani apj rol't�e iliance with the 2 20 F iC 7 �h Editioll by Debra Anne K[ahr N 230) CD C%J C14 04 CD C14 Q CD CD CD u*) 0 Q CD Q z 0 U*) Lu > CD 01 c� C� LO co Z t- ucr Z Lu C) 4_0 W W z z Mo #_0 tdoo 0 Fn Lo.�c 0 z 5; 0 Lu 0 z 0� a. W < C:) Lu Z_ 2 W-< W I.- L0 (D Lu 2 N�r 0 0 Z 0= W T_ U) <!=:D U") 0 zwo C:) < W Q� Z U- z z U) < z 0 0 1 z z z LLJ 0 04 0 > LAST PLOT DATE 1 z 0 STRUCTURAL i DETAILS SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" TOENAIL w/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING (2) 16d NAILS 7 IF >9" SEE 1 O/S6 SCHEDULE FOR SHEATHING DETAIL-7 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' SEESTRUCTURAL X NOTES AND NAILING 2x4 CRO11 BRACE SCHEDULE FOR NNE�R APPROX. 8" FROM SHEATHING DETAILY K 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED A I @4 >KIC 8 /C 0 @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)1 Od 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. B ETRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. �_Ax IIN IFV BLOCKING 7/16" OSI3 SHEATHING FNAILS END I ATTACHED W/ 10d GYPSUM WALL BOARD 1 GABLE TRUSS @ 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 t7 OSIS SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. i I THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD -i EDGES AND 12" O.C. FIELD I INTO 2" 6" P T PLATE x SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) ,,-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL B I . , 2"x6" P.T. SILL NOTCH 1" BRACE HERE LOCKING�' 2x4 PANEL BLOCKING @ 48" O.C. FORN 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. _._�_1�2x4 "T" ON TOP OF PANEL WEEPSCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6-0"' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Od 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER L SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,- GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP n co x SEE STRUCTURAL — CHORD BLOCKING NOTES AND NAILING x x INFORMATION to 00 00 SCHEDULEFOR —1 SHEATHING DETAIL BACKNAIL wl�� (2) 16d NAILS -WOODTRUSSES CD 50 00 2"x4" CROSS BRACE ---- APPROX. 8" FROM -2x4 RAT RUN BRACING tz 112"' RIDGE FASTENED AT AT 24" O.C. ON TOP OF y EACH JOINT w/ (3) BOTT. CHORD FOR 4 1�t 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d i�t 4a NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W1 (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY x 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. 1,,' �5 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-i DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) /�-"L" AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING -- //'1_1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d // 7/16" OSB SHEATHING FIRST (4) ROWS OF ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 1.--2x4 "T" ON TOP OF PANEL I BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA1 OKT w/ 1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4� SCALE: N.T.S. �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W1 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA W/ (4) E ESAND O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 4�]r OF THE LAST LAMINATION ( 2x4 "T" ON TOP OF EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS, (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FAST 1 Odx3" @.4" O/C L 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS il( ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. 1\15� 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. ��S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. :SH SCHEDULE 7TACHMENT SYP BLK'G @ 16" O.C. I x 0.131 AILS EA. SIDE . 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. 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.3. 6" OVERLAP M S5 1" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) BEARING LOCATION (UNEVEN CLG.) EXT. WALL CONN. @ NON - LOAD SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1),"L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTW/ (4)1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 114"xY SIDS SCREWS TO PLATES (TYP.) CONT. BEARING GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z Uj 2: \_ BRACING w/ (3) 1 Od xT' AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 2x4 BLOCKING-,,,,,, --2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAI SCALE: N.T.S, ; W 4� 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED - 16d NAIL W/ 10d NAILS @ 4" 0 TYPICAL Y"I-L GABLE TRUSS WEB SINGLE 1" BRACING DETAI - SCALE: N.T.S. DIAPHRAGM BLOCKING 48" O/C @ /,_G BLE TRU S TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. INS INS INS 1111 FOrI1111111111 1111111� WM AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION P for N 0 N 00 0 LO 0 LO C) 00 _z' UJI 'S" 0 0 UJI x z < 0 LO - > CD R 0 *iz '0 q U C) cy) �_'! 6 >1 M co 16 U Z� R (' E -= :E M C: 2-2. U 0 8 0 0 < 0) LL 0 U 0 < do : 7� * 0 U Uj c � 000 E �2 .9) 0. 7C) C; 11 "0 Q') W W LU Ld C/i W 0 LU P UJ W 2 �_ 0 _'j W< Zx Z UJ8< <'M< < W �c R=)�_j 0�:O�U)U_U002- < < 0 < CY X _j Cn 'Q zo� ozmocl�q� 0 0 0'W00�§0z"0fE00M'0z=z' (D Uj D_ U, V5 LU LU V5 Q� of < 0 0 CL > Z �e 0 z LL 0 Z _3 0 W 0 _1 < <0 LU LUZ i3 2 <�-w a LU < LIL. -2 OW D Z 0 U_ < 0 < V! 0 z 0 U—) Z) > C/) q (0 0 F-7 ce) cn (1) U-) U) _j - LL It Cn z < Uj Lq ce) oo < >- z z W W _j Q 0 (.0 Virtual Revie V Ass JUL �� ii, , ' n4. I ans Review completed and appl wwd mpliance with the 2020 IFFIC 7th Edi ion by Debra Anne Klahr Px 3.00 1 C) C14 C) c,4 - 04 Cl) C14 C14 LO 0 Ce) C0 C) 0 0 C:) N C) C-4 C) z 0 U) LU 0 0 0 CD Ulm) Lo0� > C-4 (1i 4 6 00 Cr Z F- U) < LU C) 0 W o z z .. 00� U) (.) U5 Lo 0 Z) z 5; 0 UJ;::; OPM Z a. W C:) z: 0 LU LU M U, �_ 0 0 Z = CO U-) 0- 0 Z0,0 C) < Q < W , yj U_ Z z 0- z Ln < z < 0 0 co z z z W W _j 0 N CN 0 > LAST PLOT DATE z 0 STRUCTURAL I DETAILS 2x8 P.T. BUCK -CONNECT TO BLOCI,I W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ 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 11 F1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T TO PRODUCT F APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 q 1 x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"03 [FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"19 BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 1-1/211 DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER 1x4 1/2" DRYWALL I F TO PRODUCT APPROVAL FOR CONN. 1 X 4 rA FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4"" 2X8 FROM EACH END wl MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d 11 NALS 3" DETAIL 01MUUMIMMU IZ U.U. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL N. 1x4 DOOR JAMB (REFER EACH END W1 MIN. TO PRODUCT TO PRODUCT EDGE DIST APPROVAL FOR CONN._ �j k' 2x8 P.T. w/ (2) ROWS 3/16 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" i x 3-1/2" TAPCON @ 16" 1x4 i O.C. & 4" FROM EACH *2" TAPCON @ 16" O.C. & L IST FURRIN( END w/ MIN. 2" EDGE DIST, 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ , ,)" 2 r, T A" x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 0dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc SCALE: N.T.S. III Ss 1/4" MAX Z-13" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 1 Od NAILS INTO 7/16" OSB 2 x 8 BRACE/ BLKG. INTO BLKG ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN T�H�IS AREA (4) 1 Od NAILS INTO 2 x 8 BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A —A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. SECTION A -A 8" 7 / 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTOI�.) /4" MAX 2'-1 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN-, 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 UPPLWD. BUCK- SCRIBE (NOTCH) BACKSID 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 11 NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B—B ARCH DETAIL rK SCALE: N.T.S.. 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. RAID. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 1 (TYP,) STD. 90 " , HOOK +5 A NOTCH WEB AT FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT wl (4) 1/4"xl 1/2" SIDS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y�" 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. JACK TRUSS PROVIDED BY SEE 12 TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS r LN JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 0or #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 000' WA CZVO H9 rr)KIT IKAAT(W TPH(ZQ r)PPTIA NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. . . .. . . .. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W1 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REIN FORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. .. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST ... .. SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET, (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UPTO 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 SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M , AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6-10" F.F. I I 1=1 I 1=1 I F GRADE C14 3.� Cl) (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) rHE �S I I1%IAnf"%E:0-rADI C IKIC'rAl I 'rInKI FILLED CELL INSTALLATION ( H SCALE: N.T.S. �"Ss 'sEE 41,RCH FL41,41ANC P��-� `4(_� T R:� SS -'Itq; t4C 1 HIE! A�, ! SU I F-F A'� _ � . -, C I AL N', I EDGE A L �0 Rr='� G ",!Y&L L T)` PE --- T— RIFIR 4' TR� Mi PAIINTED 13, i N A I L loo 5 f I iAD �qA 0 It 24` 05,C,�, PER L�Z 0�147 ED SOUD SOFFIlT 2w 7 2 SILCK'KAN:C� NAILIEC: TC1 TOP TE 2 BFL<'li,% N' A Nr`JLE` r�d 7i I"JER)l' OTHIF R II ML �w� 3- �21dll ljh,441L��_i, Egill-DER TO ',�ERWY/IPR11� D"w"IDE �3011F I T NIATERIAL SLPA,1`4 C�APACITIEZ: EASED I�')N! THI�_; DESIGN Al CLADDING IASTED 114 THE CIESIGN rRITERIA ON Sl SN, 9,1 A] LIA�(HNIEI14 � A �TiALL (PER iq PEA All' � TA I FI ft �61544 R5 F11:1. F(YR SOFFIJ "I i A.PPR1-,'j11,AL) F C1 AtV41EL FASTENED T',D: EfdBEDME14T wl, 31l� Il3h C',A. 074,C1101IIIN STAPLES, la� 24"IVIAX� IN DIA14CINC, PA TTER�i I- SUE5 4,'A 3*14''x Ij4" 8Td%PU1_- !I��4 EACH 1_;R,0l_P/_ STRUCTURAL SOFFIT ECALE "'A' - V' DE i, F,,L'-- R A_1_,MtNUlt,1 &"- �-FITSvfflTH SPA!14S S r* :L -, � 1, HE'V� 01z"I'232021 - 1'4", INSTAiLL N10 SP-A�� IBLO,'_XIN�G PEIR 1HE ��_5'31FFH Fill PA, "REFER TO THE PRODUCT APPROVAL FOR, INSTALLATION DETAIL.S.1i 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. )(0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + + PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP L EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SOF��IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN.. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" C.C. SECTION@ ROOF EXTENSION K"M_� SCALE: 3/4" = V-0" 1112� QCM QWC:1=T r)) A SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED wl SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 6 3" MIN. EDGE DISTANCE RETROFIT FOR M1%c MSTAM STRAP R('Al I z 0 W U_ 2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C, FIELI O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM 1 OKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" HANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 I -Off 5f-011 t INISH FLOQR #5 BAR x CENTERED W/ 1 IN TOP KNOCKOUTI CHA R BLOCK MONO FOOT SIZE AND REINF. PER Pi AND SECTION DET z CLEAN FILL ;2 DIRT A —STANDARD 9 90' HOOK EN #5 BAR IN 7' FILLED CEL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-1)" )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 j . EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. fl)X 44C..Lll IKI fl^Kl^ 1.�:j SAW CUT SECTION SCALE: N.T.S. 1171 04 0 CN 00 4 Ln C 7 CC) LO W ()5 z LU A z E 0 0 0 '0, U Ln 2) E 0 2 8 08 <0 < U :It U LU cc) E 55) 0 00 W Ld Of 0 W Ld W LU I.— UJ _13 W 2 0 0 �— < 10� _j of z X W 0 < 2 < < 9 �4 z 10� =) 0 x U_ 0 0 L2 5_5 < < 0 < U) C) 0 J O<ZLL W I-_ Z) CY 00 a cn W W 0 0 0 , z z (1)w W_z W Z ILL (D a- > z �e 0 0 a. U) 0 z _3 W _1 15 < 0 W z W z 6 2 a- <OW 2 U5 W < I. Y z < < 0 0� 0 D < O� < 0 15 ILL LL 0 0 z N W 0 > q (0 0 co 0 < w CV) _j (n U) < W cyi z >_ oo < < Z L) z W W _j (.0 04 2623 V Virtual Review A sjis� -,In'( Plans Review corr plet d at d ap �Pro compliance with 1 he 2020 FBC . by Debra Ant e K(ahr F Xj3Q0 I CN C) C14 0 C14 Cl) 04 C) IN C) C1 LO C'> — QN ce) C) cy) C) 0 04 C) I 1 04 C) 1 0 (1) C) 0 LO > vi 4 6 I co N z1 <Z LU C) LZ U) W 0 zz 000 LU — 0 OOU) Lo.�o 0 Z)Z5 OLLI_ z 0I._0 x!= < c) 0- LU LLI Lr) LU F co Uj 0 1.- 2 0--,0 z6M W LO 2 0 zo�o C) 0 Uj LL Z z a- z 3l z 0 0 0- 00 z z z LU LLJ C14 CN 0 > LAST PLOT DATE N @ z 0 STRUCTURAL —J DETAILS — RIETRO FIT 2� 1 IENGINEERING I 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 F'G = 3000 PSI W/ MAXIMUM * PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. - 7/32 INCH WIRE PER ASTM A51 0 - MORTAR PER ASTM C270 TYPE M OR S IGENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7� 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. I 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 < 10 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 4^X7144911TA SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 U8-113 8F12-1B 8F16-113 8F20-1 B 04-113 8F28-IB 8F32-113 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 — -7069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 -- 3069 4605 6113 7547 8974 10394 1 11809 4--0" (48") PRECAST lvuu 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 2718-9 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 1 3686 4249 1663 3090 5365 7547 (36) 7342 (19 8733 (19) 10127 (19) 6-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (19) 7181 (19) 8328 (20) 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 (37) 8825 (14) T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 -To 1-1 1729 2661 3898 5681 8467 (44) 6472 (15)- 9-4- (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 1 752 1245 1843 2564 3486 4705 (37) 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 1052 1533 2093 2781 3643 (38) 4754 (45) 11-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 --E8-21 945 1366 1 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1 1684 2193 2805 3552 1 540 873 1254 1684 2193 2805 3552 13-4' (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 -77 —1 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N. R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N. R. N R N R N R N R N R N R N R 412 710 1250 1733 2058 2320 2513 17-4- (208") PRESTRESSED N. R. N R N R N R N R N R N R N R 300 1 548 950 1326 1609 1849 2047 19'4- (232") PRESTRESSED N. R. N R N R N R N R N R N R N R 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N. R. N R N R N R N R N R N R N R 180 340 598 845 1114 1 1359 1468 22'-0" (264") PRESTRESSED N. R. N R N R N R N R N R N R , NR — 165 1 315 1 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N. R. 1 N R N R N R N R N R 129 1 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^zT449161M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-IB 8RF10-IB 8RF14-IB 8RF18-IB 8RF22-1 B 8RF26-1 B 8RF30-1 B 4'-4" (52") PRECAST 1630 1749- 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 1 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 —116-7 2481 4567 6389 8060 (34) 7917(19) 9311(19) 6-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 1 2342 4242 6639 (10) 8060 (39) 7402 (19) 8706 (19) 6'-8" (80") PRECAST ful 901 1 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1 1490 2459 3776 5743 7239 5623 I 755 1490 2459 3776 5743 8998 (19) 089 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 --�-26 999 1568 2253 3129 4150 91 1 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 LJ-LINTFLS 4^=-44qrM SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 7-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 1 411 734 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 284 401 173 11-4- (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13-4" (160") PRECAST 217 1 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N, R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N. R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RFr-FSS DOOR LI-LINTELS �Rvm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU" 4'-4" (52") PRECAST 758 757 1365 1 4'-6" (54") PRECAST 694 693 1249 6-8" (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 4AM-r-404M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-2T BF12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECASI 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAS. 1569 2524 3547 4569 5591 6613 7636 1 1569 2524 3547 4569 5591 6613 76362 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 4 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 5'-10" (10") PRECAST 909 1492 2093 2694 3295 3897 449 8 929 1492 2093 2694 3295 3897 ' 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 (23) 1021 1634(12)1 210�11) 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113q15) 1471(15) 181115) 2152(16) 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15) 118�15) 1458(15) 1732(15) 2007 (15) 530 , 686 1183 1526 1865 2204 2544 11-4" (136") PRECAST 474 485 79815 1034 15 1272(15) 1510 (15) = 494 599 10V281422 1738 2053 2369 12'-0" (144") PRECAST 470 (9 441 723 14 936 14 1151(15) 1366(15) 1582 (15) 470 543 928 ? 1 3� 9 1349 1649 1948 1 2247 13'-4" (160") PRECAST 373 1 606 (14) 783 (14) 962 (1 L 1141(14) 1321(14) __jjL�) 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15 346 559 (14 723 (14) 887 (14) 1052(14) 1218 (14)1 410 420 709 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) 1874(11) 164" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 13 909 13 1052(13) 230 364 609 897 1224 (8) (14) 1801(14) 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12) 754 12 872 (12) 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347(11) 446(11) 546 12 A1562 646 12 746(12) 166 261 424 1 6161831 8 1057 14 1225 (14) 21'-4" (256") PRESTRESSED 142 198 306(11)1 393(11) 480(11) 567(11) 5 (11)1 (11) 654(11), 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'-0" (264") PRESTRESSED 1 137 192 295 10 378 11 461 10 54511 629 11 137 221 354 508 681 �7) 861(13) 997(13) 24'-0" (288") PRESTRESSED 124 175 267 (10) 341 (10) 416 (10) 491 (10) 566 (10) 124 200 316 450 , 600 (7) 756(12) 875(13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 41"T-4*94" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH TI 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECA., 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 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 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-61. (90") PRECAST 506 797 1462(8) 1952 (7).. 2442. �6) 2931_L6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12) 1301(15) 1640(15), 1980(15 2322 (16) 395 589 1135 1514 1893 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIFLD 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 � 1 4 �' I < % > > > 0 0 9 y- M 8F 16-1 B/OT 8F16-1B/1T 8RF14-1B/0T 8F8-1 B �11 4 % 0 - > 0 - > 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED i * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D CLEAR C.M.U. U) U) X L - Oa A= M: W 0 0- uj L6 ,,,—#5 REBAR AT U (j uj -U) 4, Lu 3: = -j . . . < BOTTOM MIN. (1) 0 0 Lu REQ'D LL b Z uj 16GAUGE u, U 2.2 U) 4t L-1-1-4� POWERS STEEL 0) r-_ 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 TOPIAND BOTTOM OF ALL POWERS STEEL LINTELS. < < Z � 2 < 0 Lj z (0 0 7-5/8" ACTUAL" 8" NOMINAL WIDTH —#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 PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 81`16-1 B/I T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP a a LINTEL PLAN PER ELEVATION B 1/411 = 1 1-011 10'-8" ELEV B I Plans for comp I 04 00 LO LO C) 00 LO "5 uj 'e, 0 UJI z (D LO F, E > 0 0 u M F0 V) C13 4— M co 00 u U -c— 2 cn E= = b :D 0 2 00 0 a 0 L L IC-1 < U < 0 u Lu C) -CN cO E '—' -u—) C:) co CL Lu uj Lu W" W uj 2 �0—0 �-- :< W 1x< z= z 1<1 0 2 < < x 0 0 0 ox x L' F- j-5 -X (0 0 5 0<zu-LL-0220 00)(jfW0 0W00'-0j0zH z Z u- - I-- 0 0 0 0 0 Z W W CL W W �W_ U-) x = CL z 1 <00�-j Z 0 0 LU W�Mzwz 2 Z) - 0 0 IL ILL 0 LU 2 F- � W i� 0 OYZ < � < < u- 0 LL 0 0 N :z Lu 0 W -(0 0 (y) 0 CY) r— CL U) ,;t LL W [�- z < U, <� F- W CY) 00 < < Z C) z 3: W 0 mi (D JUL 0,3 2(23 V firtual Review As4st, nc, ?eview completed and �401]lved anr,@,%viVi the 202 M-1 71r t [I ion uwrA&ne Ktah, Px 300 Ulm) C) 0 W LO > co Z < Z W C) Z U) 0 W zz 000 W (.)(-)U) Lo F- 0 ::) z 5; ow- 0�-o z of t= < 0- Ix a- < C) 1-- W3:2 a� < Lr) UJ 0 — 0-no I W >- r, co < F.- =) U-) 0 mg� za�q C) < 0 W W Z LL z z U) < z < M: 0 0 0 00 z S1 1 z z W LLJ C%4 C\I > "C"- LAST PLOT DATE May 8, 2023 ZA—j 0 j STRUCTURAL DETAIL ELEV. B(LEFT) - -, -I[- ----L- -11- 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 fl)#5U (0)#5L (])#5U (l)*5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B'&'C' 2'- 10" V-6" PRECAST [2) D4.5 W IRE (2) No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 W IRE (2) No. 3 2912 53M 5318 5114 5114 41�0!p 2141 PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3�4' PRECAST (2) D4.5 WIRE (2) No. 3 M1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 6- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6'-6" 1 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7-8" 64' PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 1115 8.-0.' 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 ,8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9'-4" 8'-O'p PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 0'-6" 9'-2'p PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11'-4"' 101- PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 12'-0" 101-81, PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 121�617 11 PRECAST (2) No. 3 (21 No5 312 570 570 391 570 131411 12'-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4!' PRESTRESSED (2) No. 3 (2) 7116 strand + N. R. 522 522 360 499 (2) No. 4 154" 14'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-O'p PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-O'p 18'-8'p PRESTRESSED (2) No.3 (2) 7/16 strand + 256 256 188 262 (2) N . 5 N.R. 21'-4" 20P-O'P PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 (2) No. 5 NK (2) 7116 strand + 24'-0" 22'-8p' PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 r771 N.R.- NOT RECOMMENDED LT :11 U-04". DETAIL "N' DETAIL "B" DETAIL "C" DETAIL "D., TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT I - SOLID LINTEL -i r LO-ER LINTEL CAVITY [8xl 6-P- 1 L/ 1 J] NOMINALWIDTHJ L QUANTITY OF 05 BARAT NOMINAL HEIGHT 1 UPPER LINTEL CAVITY I 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( )#5U (0)#5L (1)#5U (I) #5L (1)#5U [1)#5L (2)#5U DETAIL'H' DETAILV (I) #5L (45U DETAIL'H , &V DETAILK 2'-10" V-6" PRECAST (2) D4,5 WIRE (2) No. 3 10000 10000 10000 10000 344' 21�211 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 4-4- 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4P41 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 54' 41�0'1 PRECAST (2) D4.5 WIRE [2) No. 3 4843 6687 6635 7320 5P-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 1 5402 5641 61-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 4350 4350 4225 4314 �-6p' 6P-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 2607 9'-4" 81-0!, PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 I b'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 11 -4" 1 O.-Y. PRECAST (2) No. 3 [2) No. 5 1568 1568 1222 1568 .j'2'-O" 1 O�-811 PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 12'-6" 111-211 PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13'-4" 12';01. �4__ PRECAST (29 No. 3 (2) No. 5 1232 1232 849 1232 i �'-O" 12'-8" PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 �2) 7/16 strand + 1419 1419 850 1347 2) No. 4 15'-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 174' 16-al PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'-4" 181-01. PRESTRESSED (2) No.3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 834 834 390 763 (2) No. 5 22'-a' 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7116 strand + '(2) 24'-0" 22'-8" PRESTRESSED 1 (2) No.3 1 No. 5 642 642 306 1 599 TYPE DESIGNATION P - PLA�N LINTEL/ -1 QUANTITY OF #5 BAR T I - SOL D ATEL r L.-Il LINTEL CAVITY [8xl 6-P-1 L/I U] I NOMINALWIDTHJ L 1'�'�PAI'ITIY .1 .5 EAR AT NOMINAL HEIGF E LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"12" 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) J (0) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL DEI & DP DETAIL DG1 3-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 21-8" 2'-4" PRECAST (2) D4.5 WIRE [2) No. 3 2970 4965 4401 4401 4",2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'.4" 31-01, 2'-8" PRECAST �2) D4.5 WIRE (2) No. 3 2400 1 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 64' 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 778, 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 1409 1 1409 1188 1267 -V�8'1 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 1000 1 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY OF 15 BAR AT I - SOLID LINTEL r LOWER LINTEL.AIITY [8xl 6-P-1 L/I J] NOMINALWIDTH'j T L N ITY OF #5 BAR NOMINAL HEIGHT E R LINTEL CAVITY U��A DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1 )#5L (1)#5U (0) #5L (1) #5U I 11#5L (2)#5U (1) #5L (1) #5U DETA[L'E' DETAIL'F' DETAIL'E'&'F' DETAIL'G' 2'- 10" l'-6" PRECAST_ (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 1 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4683 5137 5717 5717 5-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6" 6'-2!' PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 714" 614" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 81-01, 6-8` PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4,5 WIRE (2) No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.-4 1186 1186 1014 1251 11 141" 101-01, PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-0" 101-81, PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-D" PRECAST (2) No. 3 (2) No. 5 859 859 591 896 IN-10" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 1 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19-4" 181-01, PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20--0" 181-81, PRESTRESSED (2) No.3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-4" 2Q'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 1 24'-0" 22'-8" PRESTRESSED (2) No.3 1 (2) No. 5 399 1 399 1 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD NTEL r L--IR LINTEL CAVITY [8x16-P-1L/1U] NOMINAL WIDTHJ 1111AITRY 01 tM BAR AT NOMINAL HEIGHT J UPPER LINTEL CAVITY I DETAIL "E" DETAIL 'IF" 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 (])#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L fl)#5U DETAIL'N' DETAIL'L'&'M' 2'- 10" V-6" PRECAST (2) D4.5 WIRE [2) No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4�-O" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 4'-6" 3--2" PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4'-B" 3--4" PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 5-4" 4'-0" PRECAST [2) D4.5 WIRE (2) No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST [2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 71�841 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10�4' 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 11'4' 101-01, PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'-0" 101-81, PRECAST (2) No. 3 (2) No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14-4- 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No. 4 191-N, 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRES�ED -1 (2) No. 3 1 (2) No. 5 740 393 772 1 4 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESiGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT I - SOLID LINTEL -i r El LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTHJ LCHA II.F#51AIATI NTITY NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.),CODES .1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11 " SLUMP ,2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 3000 PSI GROUT (PLACED IN FIEL 2" 7 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1, MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL 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 (SEE SCHEDULE) 2" T72" "/ - ----- I I I- ol (1) #5 CONTINUOUS REQ'D. �- T V /= 11 1( ��- PER STRUCTURAL PLAN !22 7/32" STIRRUPS AT 4'-0" cc So n /-(TIED OR WELDED) N V, LO BOTTOM BARS I L�L� L SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION. PRECAST CONCRETE 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 (I)#5L (2)#5U DETAIL'O' DETAIL'P' (1) #4L (1) #5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" Y-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 44�01F 2141 PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-8" 3-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 51�191 4r4l 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 ]DODO 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7'-8" 6-4" PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8'-0" 64' PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8141" T�ai PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 1.0'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 1 V-4' 101-01, PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14-4- 12'-8" PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-9' 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No. 4 17'-4' 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4!' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-U' 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 2 1'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 22'-U' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 (2) No. 5 -1 (2) 7/16 strand + 24'-9' 22'-8" I PRESTRESSED (2) No. 3 1 (2) No, 5 8 98 898 1 481 it. % J*i '44 I DETAIL"O" DETAIL"P" DETAIL"Q" CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"16" 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 115,11110 #111 � I (� �LL SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'Dr 3-81' 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.b WIRE (2) No. 3 4511 1 DODO 9686 10000 4-21' 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE �2) No.3 3647 9133 7835 8173 4'-8" 3'-4"' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 1 S-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE �2) No. 3 1819 4139 3839 3839 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-6' 6'-4" 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 DET) IETAIL "DJ" DETAIL "DK' TYPE DESIGNATION F - PLAIN EINTEU QUANTITY OF #5 BAR AT S-SOLD NTEL -1 rL.-11LINTELCA1ITY [8xl 6-P-1 L/1 U] NOMINALWIDTH j j L QIJAITITY 1111 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ -1 QUANTITY OF #5 BAR AT S-SOLD NTEL r L.-ER LINTEL CAVITY [8xl 6-P- I L/I U] j j L NOMINALWIDTIH NOMINAL HEIGHT QUANTITY OF III FAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 �I) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 fl) U (1) L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL'&'DM' DETAILDN' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE, (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'- 10" 2'-6" PRECAST (2) D4.5,WIRE (2) No. 3 5413 10000 7552 1 DODO 4'4" a -a' 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' 4-011 PRECAST (2) D4.5 WIRE �2) No. 3 2448 7050 3434 6540 6'-8" 64" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" L -------- 8'-4" L- 8--0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 I 2158 I 936 I I TYPE DESIGNATION I -LA�\ - V-L \T-- -T)' [8X16-P-1L/1U1 L-,,,I -IT, -1 E�l T -PPER LI\TF CH 12 \2J WA :B) UNIT'1450'- 1ST FLOOR PLAN ELEV B_ 1/811 = 1 1-011 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 1 #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DA'l DETAICDB� DETAIL 'DC' DETAIL'DB' & 'DC' DETAIL 'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4!' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1 1553 1553 1284 1284 4'4' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 1 261 393 7. Lj L'i DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 fl) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 [1) U 0) L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAILDO' &'DP' DETAIL'DQ' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 7-8" 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 1 DODO 9505 10000 4'4' S-O" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST �2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 r97T-1 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 1 2996 1 1183 2844 TYPE DESIGNATION S ` I F�Llk- T'I'l- 'r E,R T �'!"T LL ,'-R -1 TEL C-\ TY I - [8x16-P-1L/1U1 N-I'L PL -T-Jj L1111TI-' 1� -' -1; 11 �-111\�L H� ---T. J ... � - \L b� T' TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL r L--ER LINTEL CAVITY [8x16-P-1L/1U] NOMINAL j L Q1A111Y OF 11 BAR ATI ."THJ I NOMINAL HEIGHT UPPER LINTEL CAVITY Virtu Plans Revi for complianc by Be SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8 PLAIN 8'.x8" SOLID 2'- 10" Precast 2082 9235 314' Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 51-101, Precast 583 1624 64' Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 81-91 1 Precast 363 1037 8'-N' Precast 318 981 91-N, Precast 222 772 10'-6" Precast 156 600 12'-0" Precast 111 593 12'-6" Precast 98 544 i 34' Precast 82 475 4-9' Precast 71 429 14-9' Prestressed N.R. 417 15'-4" 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. 100 N.R. = Not Recommended Cl) 0 Cie '�'j j 00 r LID ,V, 00 U) 0. 00 05 z Uj 0 z LO E > 0 0 = U J 0 d; C'F) c') UcS'3) Z (all E c.0 0 2 0 0 Ll- < U < Ln ULIJ 00 E F2 -Lm co 4 CL 0 Lij Uj Ld LU I.- LILI I.- LU Uj 2 0 0 x < l- z x z W < <x'00 0 0 2 < < D--jW03�'MOU-0 <ax- x 0zM00l.--1P :j 0<zU-I' awc�xo 0200MC)z z zz)10 LL-J < CY 0 0 0 Z U-w (b LIj CL LU rn LU W I -- 55 U- (x < -JOW2�40,ZZ010WO'L -j <OW KW V5 - 0 CL U- < W�320 0 �e z g < < < < < U- 0 LL C) z N W 0 U) > q z (0 C) cy) C) < CIO M I'- U') -i ';t LL co - I-- z LU < Lq co 00 < < Z 0 W _j 0 0 Wj L 0- 3 2 D23 I Review Assist, I Ic. vi completed and ippr ved >n with the 2020 FB :7th Edi� ra Anne Klahr PX,'300 C'4 N co C:) CD C) C:) N C:) C:) 1 z 0 LO ILLI > 0 0 '0 LO 00(/) <Z LIJ C) zW 4-0 0) 0 W zz 000 W LO 0 Z) z ow- 0�-c z wt=< (L IL < W � � < W Ln LIJ F 1-- (D �M- - 1- 0 ::) 0 znz: W 0 ZWO C) < Ir W ILL Z z z z LI) < 172 000- z S12 w z z L4 W C) C-.4 04 Q > LAST PLOT DATE 04 @ z 0 J STRUCTURAL DETAILS ELEV. 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March 6, 2023 it - - j� - - - R I I R rMAS N1 rol 7 &I, 41 I : j il kTj Q 7111i rel- ffj il F-IR JO ,001VA I &I I Js 2 , - . I I I ^ 9 i, i f I As required by Florida Statute 553.842 and Fliol'ida Adrnirdstrsthvee Code 9B-72, please pro'O'de th .form, at,ion and appro,al numbers or, the bulld'Ung com porrents Iristed below if I I I A I :: they vil be Lillfl,ized a,,,, t,hie ccnstn�ction Droject for which yoliall are appilying. fbr a IT ------ _=_� -..---.----.--.,-. _1______._ -I.-.--.-.---.- - - 11 I i Category/Subcategory 1, I- - - .1 .--. - . - ..._ _ __________ � ---- - ___ -1. I I F � Manufacturer I ------------ _____________,___, I ---,-"""---,-�-,----�,.-��----�,-"--�"-,��-,�----��---��-� -_ - -_ I Product Description - ____ ____ - - - - -_ --,--------- ,-------- - - - --- - Approval Number(s); - I -_ -_ -----"------- I 1 I Test Pre ssures T I __ 0. . . . . . . - i _11. -EXTERIOR DOORS --- A. SWINGING - I ,, !!! I I i Fiber-Ciassic anal', Smooth -Star (NON -IMPACT) i � - �� 1, I=- � li�� III , Fiber -Classic and Smooth -Star (IMPACT) ,-- ---..--.-----,- . ____ � i. I +67.01-67.0 psf I I - , �_ I � - - ' Filbar-Classic andSmooth-Star (IMPAC 7) I _ I- - � mmwim; 1. . ______ -------.-- ------ - V ___ 0 EqW110 rr - __________ _�_ PVT M-1411 - ___ - _]__________________ ;FL15332.1 - FI-15332.5 _=____,_1 'I '�i +40-01-40.0 psf 11M EM ; ___ " 11 I I ---------- I NOA 21-0205.03 � � Ill i I I - I Pefla Corporation � I I. I - I I . ___ FL26AI5 "? I i I �� - , - ;j 6� - ______ � .. _____._. I � ii -D � -n 'Series yll�yne alto., 11 --- ____ --------.- ________.___ - -_ - - - - I I E I � - 0 �, 4 8000181 00'8'-'00 91 105 (8X7) -_ - 1 1 - ��[ - _,_ ___ - -------- _____ ---- I,------ Wayne -Dalton 1 ,: ______ __ ---il ___._____._V=g� ;___________ ----.---=---- - _____ _______._______i ___ _____ - . _ ____ . - . -.----,.- IF - . � i I Y8200 #1 123 16X7) : 'Series 800018100� i i . hzu =_ — I , 1 _____ - __ ____ ___ � � _____ _ t _______ - - ---------- ___ _.- i 11 "6. � I � Series 8000181 00/8200 Iiii I '1124I 1(116X7) ",'I'm . - V" -_ - T_____ +34,41- :8,3 sf 112/3112023; �� 111 �� =�� - - __ . Curnes DillAsion of AADG, Inc I - __ 1! I _� �Mln I 160T70T727.747.%A9.d 84-1 Single & Pi of Doors I - � - ____ ,_ A I �=1111 : � I ____________ I I I r. � I I I I ______1 � �� 11ill I - I � I t � � _,___:________________� �___,__ __ i . I I . I I I � I . I . � �A. - - SINGLE HUNG ; -------- - I I I I i MI Windows and Doors 1. — � __ ___ - ___ - I I � - Series 4,85 � - I r - - ____ - - __ - _____ - - - i I - FL17499,2 .. . i . E � E i . +60l, Oi�60,0 sf E -I 18, � M.-C = I I � �� ____ _ _ _ law's - -, - � - � - I 1 I Pella Corporation I I _________ _=_ J I � 1. � � 13MIFT5 � -_ - --- i +35,�01-35I,0 0 __ - I I ,----- - 1-- . . i a Pella Corporation if _ _______ mm-umliIimm - I I I - . , -----.----- � : I . +60�10160-0 psf I E ______ b i I 6-12212023 11 - I I �B. ______1_________._ ...... HORIZONTAL SLIDER .----.---..-..-.-----..--.-. __.____ -,--- ____ ___1 111-11 --- - ------ - _1 11 1 Itill Windows and Doors .11--...] 11 -,. - �� M -- ,iiiiiiiiiiii,� " �� a a i I Pella Corporation I __...... _ -, -----I - � - 11, I - 11 I FEW _ _ I 1 T. Pella te..'orporati .. � I i I i ----------------------- mgrx 1-11,111,111,111,111,'ll""I'llI 11111111111111�ililij��illillill�ll��ll��ll�ll�iiij11111 I 1111� Ill I % im"ll I .. _j - I� , __ � - � -1i � I . no= P S ff. IIIIIIIIIIIIIIIIIIIIIIIIIIIIII! = ISO --.-----------.------...,--�.----...--- LF, .1. . . � ... 1__1 ____ - ��_��_,� ------ �� ------- � ------ -- I-.----- I I -1 I I :i Pe"a Corporation � I Ibl��,i��ill�i��il�l��l�� 11 � I I'll . I .. __ _ .- - ---. . -.---.---- . I i +50.0/ 50,0 PSf r � _, I I WIA WM - __ - - __ __ l� i +_ i I Pella Corporallor'. iF .__._____ _____ I - - 10 Series Flange Fixed i - I - - I I I I M! Win , r I I ..clows anc! Doors __1 . ___ - ___ - 111111111 __ - � I - - ______ . _ � ... �11111111 — __ - W1 111111 I in - - - ft 111111111 � 11 I li'll i � __....__..__1_____ - . . � _______,________ .. . � � = _. _ - � M - .___ . 1 � I I—— 3. .1. I I . _____ PANEL WALL I I ------ ---- _E __ � .. ___ 1. ------------------------ __ RMIN111, �� - I - - i� James Hardle BuildingPirod, , — ------ _____,.__.._____.________. -..-. ..___.___.______, , , , �11 I I -_ - I- in. 1p� _� "Cemplank Lap Staing and HardiePlank Lap Siding _ — _ _ -J-,--- -1- IF! 131KI -I FIL13192.2 ; - -.-..-.-.-.,-- ____ ___., --L...-..-- — 1 3 � ..-.- -.,--- N)A WM �1111 _-__ '_____ ------ __ ___ - I . � Sol all.?,.! Verfted V'nvl Sofft W I I -_ .---------- IFL1527216.1, -FIL15272,2 I � I �� I +75I,01-75�0 psf '- i EMS ___ - I Alpha AILIMinum , Inc. . .I i I :r LI Solld and Ve i�ted Ali minum Soffit I nmmg�� - - � "I'll "I I Loj a" ; I: 3 . I - __ _______ - - - ___ ---. I _____________.___ _. ....._._..,_. _. ..._.__.___._.___.__, � I ____________ - = E,=.=.,** 41MIMM "*M= - - = �� A, - ASPHALTSHINGLES - am - I37rIab, Dimension ' I � - 0 01�� B. I I �_. _ I I UN I DERLAYMENTS _F4y_,_l � � _ - - _, _ - - __ __ � 4 A 1 i !I i ,, I I Tarnko (far ShIrg"te Roo� 151b Felt Undedayment I- I I ----,---",- _______ - 1____, � I 1, I I USA, Inc I (':for 71:e Roli . .____._._. JL ..... ... .... __........ .,. . . ..-.-----. ... _....... _....._._._,....__ .. - ___ "POLYSTICK TU MAX ---.-------. _____._ I I �� - - . I ; i Cl, �� - - __ I ROOFING FASTENEIRS ___ __..________.___...___ I; . : NOTUSE' :D � .-- 0,� ..___._______.. ROOF VENTILATORS - ____.___...._ -.---..--. __ ,Thompson Arch Metal Comp. � � i _:: Ili .I - �� 11111111 1 I � � 1111�� =2 � * - -_ -_ -----------.----- - ------- ; NIA I .. L___ ------- 9,f`912026 I I Florloa Metal Products, Inc I--- - -- ------------- .-----.-- . .... . --.-.-..-------.. Lumazas - � I 1. 21MA --.---..-----. - -..,. . � _'_ .. - - . . I 11 IN 11 I I 2=41111111 11I.A.1m - 13%, � r ;; _ - - - --I F !� +97II&I-97.5 psf I— - 01,MRM ..-.-- I ... '----, E.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... 1. .-"--.-. --------- ------- ROOFING TILES - .11 - [W. VIM= ��l3�*7-.'E��1,1�,IIFIIFN�a* I ME 0 M amml I -, � I �,Saxony 900 i- - _____ — I FL7849. 16 - FL7849,,20 :�� F. ___ I11___11_1____ ------ I� METAL ROOF __ ------------ ------------------- __ I 2 I I i. Drel Metals. inc. I I � 1. , 1 DM C 1 OONS, DMC 4 50SS,� DMIC 11 7'5S, DIVIC I " I I I 00"", DMIC 5V i Z ,.> . I - _ 11 _____ __ I I �111111111 I 5. SHUTTIERSS -------I � I ill I I . ��-I - __ - � - 11 Al, - 'I STORM PAINEL-S i ____ - - - I . . = = i. Gloll Protectilion ProdUcts ------- ! � - � 1. ______ � � .. .... ��_. - _.. - . --.-�-��-�-�------...�..��.��.-- Galvanized Steel Stonn 'Panels ft__'.. __ -1 --------------- __ ___ I FL15076A -FL1507 4 ___...... 6I'7 - ....___.___. -,-.-------,-�.....-.----------.-,-.-------.-..- - _ . ___,_____._ - _ -, __________._ I - � � -.-.-,, --- 1--l-.��---------,---.---,-----.----��--...�------ � . All American IShutter & Glass ��GaNan � IN Is ________ '. - - --------- __ - ` M zed Vee' Storm Panels " I I t i'I :: �� - I - - __ 11 � � E ------------- 12131120�01 1; . ______ --------- _____ --- ____ I I � _____... -.-.--.-.-.-.-.------.----..--. .-...-. - I I __ ____._ I L i-6. __ I ---------- ------. STRUCTURAL - I _______ - - ___ --- - - -_ - - -_ __ - - - ___ - i ___________ M --- ____ -_ - - - -_ - -_ - - __ _________ I I I I --- COMPONENTS - . =I � "I 1 - __ I =�� i I I 'A, WOOD CONNECTORS" �: - � I ! USP Structural Conn. I - I - ___ - - 11 I I I , I I . ANCHORS ,'I 1 . � . S.`mpson Strong- 711e � i I 1111111111111,11 --- = ------ ......- _.....__.__.._........ _._...__________.____._ 0113 US I _________1I � i 2 __ ITW Building Components i ._ I11 I 11 11 ''I "I I I I I i I - .1 11 -, � I - - L-AI pi Truss Plates ' 1 I 11 -111,11-1- ___ - ____ ------------ LI FL 1999 � 1 - F' -1 999,4 - _ _____ - NIA . � r i � FL219731 - FIL2197,55 � I ill N/Ai 4: - I I—- C. � ISM11in __ __ - ENGINEERED LUMBE ... . .--- � � ____.____ - __ ______ __ __ - - �� - � __ - -------------,-------- � -,-------- ___ ___ - __ - __111111111 . . . . . . . . __ __ i Cast -Crete Corp. . � ______._____ __ I larls-M-11 ________ _____ ___ _____ � .4gh StrengthConcrete Untels ... - --- - ---- —.-.-�-,�...-.---�-----.�---------.- FL6527l, 41 � F L65227�5 11-_7 ------ __ .... ��-..--.----------.---,-----�L---- NOA 20-0630-15 - NIA, - __ Elm 5 I � r— _� , . .� ,ro 0 Commercial; Concrete P1 ducts, Inc I � — I I I a Is High Strength Concrete Uri --- - - - - - ��Mffa= = I � - - 11 - - a - a' � 'a W__ - - - .. - , S . . 7, iiiiiii A P P ILICCY A N T S IG N A TU R E DATE . I I Florida Deparimptint nif Blosirinears,1 Piolliewsional Rlinjuillalron Bil inq Gotoll and Standlardif Product Approval Application Detail Pool I M 3 I of,12(ol"I I�IiIiRoIrtl ,,I I I I I � ::��-7 , " 11 I : � I � ' I � � - 4 I., I I "I'll I I I � I ; ". ", - . I � I � I � ,ij- I � , — I �: :r _ I . !��: - ; � I - � I - - I I � � , T:: t: I F� - � I - rr I T im I � I i� i - L I I , � 1 I� :, :::: r � - � t - I 1: � - 11 . 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EQ48 `� per,tirv-t Dcut-Be Dira r v4 n, ., � I ' rx,rifInkmillonio Q41v IVA-- x millimil FIW,ian APIX MI WIndlaws and Dow�l cumol Eolille, C��_ SubCat,XpT- 811dral oVvi 4x Daox As-t,** s CIWIPAW1. M-1 Z`awtbr�- RaDVI frol -M ,i .-W.- Aran . . j,_.1 � . n�r,� 5�-Wr rwi5i.A2.99 PI thig ErgaitamloLm-mbp-ecipi 11 SERIES 0,21DAIUMINUM CM - SEF FS 42DAILIUMINUM �KK 1� BERIE8 420ALUMIll �_oC) RENFORD-Ul a $E-HEG 4z, .I.L.-MINOM *_,l[l RE'll-�amcf�rr � SEPHIS �220AIUMINdIM F= rrl:1N1__CF1VrI Fibilikipt rAparblificir 0 Suspill & PrafrissionW Requilaton Wilding Codisi aid StandiIindi Product Approval Application Detall .- . I . - � 1� � � _� � I I I .11 Ir I I�:Ilj:l ll;r,�r ��:��,I�� 1 7 1 ,� 11 �, - - " - .-T I �_ r I r �- r � L ': � ill :: I 1.� I � - I 1111 i i ,I " " , , I , �:�:�,,,,,I,rlj �rl,, I ill � aR Ilovi)21 I (D (D _= U) C3 — CZ > (B = W 0 � I 2 (D C) ill- c- A-4 C = _0 (D , C) C Q_ M 0 -0 ill 12- � I. — 0) N 0 W � (/) Q) : Ill = (1) = -0 M 0 0 M -0 (1) _�o 0 I = - 0 ,�,!: = = . 2) Li- — m 0 � M I 11 0 M > ciiii , I.- IN CL = F ,2 = M I cL < 0 4 Z W ]BEFffmo gtoex a I r W4 p4tftals Am V I \_11 � A I-balipare §9= .X Am. low Al Sam �evje,x Assist, Inc. ' br�l emortr 01IS 1voll. I Im, �41",r� Ill LAI Fr� TUA1520210 q t4lantm, 'raWROW 11,V4070 ---V i rtm a i7lr, r vio-o'lor P��_R:51 4 I ` 11'r $ 17-Aot . . coll oted "a "'. clititioliA t.Nn'Ql,Ad oavia 11 ?oQQEvL;l%ERd1#krI �r rM 420 A I. J ?i M SX,rj o9t) 14o.'V4-&qp�ri,A&ftwd; NON-RillfrPORCIED SE Nov, orl er U MINU III soortp� ,'4rt ox 5(ift"I 'w8ollci 4ejr,1.RpIINlrrRloo) SeRcr] A20 P'LLIMINUM SW REPO CIRCED OX0, 14t, ,r,g&,.,A "IS-3i YE RJFf,L, 4:16 A 1-1 I I M 11 vI REAF i t-'IED OX Xo)� Xy o&or,,l,vl,',qL,LA, I�Cvr Z 4110 Aluu!"'IUM ovor vpqV,l,'r4fr,a0 XXx 141,lkq�l�fl riliall 13;j 2020 rou I" tat comp larlill, with the M I PX2300 0111, . Anne 901WAurroll AMIlip"Ofor9pill, 6aQEo1*L__1-1aa k1wit6al tadmilyJAM(Al 90, Iv to-4 t,til-Arld-ill KilhWWO 1proloI021 on, ,I Pill on NI'Al 1oo,p,r*o4 rW Ire, or IVA Alir AVI %J IMV2024 Y. Y. his, ILIIA .) 1 jflojj1o7 I4 Pa Y-7 No WA 1. r larICIM4 Ior 't- 'e, ri . � Florida Department of Birparral & Plicifessional R"offstion 8611ditigCorairr and Itarldir.is Product Approval Application Detail ii I lr�� lQuoWl I I I �� , , I � I ". - I I I I I I 1- I , I i , i � : 7 �� ... . _1 , , - I . � � ! :�� - I.. - . .- I , �� ,,;:,"�'�r � ,: 14046k� ��:: � r 1, :�, � - � - . 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Crazing -1.11i NO fl� 'i ��44�,�20_ M a�afofaoi in, t,v or rormodt, I.�M_ FllfO* DepporloonArt of6ustress 6 ProteepcorM Regulation P.P t ,'I BLOI Codffo AlIld 80flidal tM021 Product Approval Appiltication DOW 4A.� �A :: � - I I � � �; :� I - � � I 11 � I � , I 1, I ,� �: � �:�,:�' ; I . . I - - I I � - � -_ - - � � � I � I - � I 1 - I � �: 4: r I . � 1 I r r - 111 I 1: r:�,Ilfr I:��,',�I[�,� � � : , -- , :�� 1-r-l-l- � 3 i: _ _ - I:, I - , - I "I'll, �,::j I:7�,:i� , �,r,l - - i::::::I1_, I -irl" I , , �l_ :'T� j:::�rl::,rl:r" I 1 I I I , n � r �I� � � �, I ) '1� � � �� r'n �] 7 I � I 7 , r I a- I __ ; �'. IT . .. .-I.T. r I. I� Tr �I- x � r. . ;- � r .. �: I .. .. .-Iii-I 7� �: I, I I.IU l,l--VIIPqI,�, � Ill � .. � �� 1rrl4l:lrllml= I - , �:��:Ir.l:r . . .. .. . .. ...... ;, �r l:-zI.lill.m=r, - r ,,��I�, � I II, �" � I, � Ir � r� . � : �_`,� In �_ r - - - - o2IIIII 9_1AL,1_1 PA. DWR LO-NEA29 , Poll lia V-9244C diEwLaKL-- Callod Eli & �pgw valloog N yg"W wo" F QQ "�_% 1462-Po §=_ `v,,I,Ia, 2020 Olrdl.s C114-41 d A,10G I I� TO, PY'rar UL LLr Yv� ivril'op- il I �-,l QT�-%M IZIII t��IIVMM ppp�cal C111,1111. 9 I-Avinix Ix'x4 ,W14% ml �, �v�Irutr�wa "Cet-wry- Eo,liu [i C, "PI'VIIII ti-saviorg-o Carr. IF bal W111i celliftol aill 'Y if . rw,rlriw�aa eagasta, . PA"A"mrarpar Arm-mrollof1re barnitioul-farAbo, IpErtri ItIpalwo III V,?T��,,4 ,7??' =W�L�- � in 2A9.49i EIII Lima 1 Y. ?t , I all 641 _%,gL-.rndl t"Jil � '0 n. W C11044", 0.0 I-eld �hgm 4'cla fwi� int 12dindatr Y,r, Y91; Yes N,A DOI had1wriiiii rt�_ Florida Department of Busirress & Profmau"al Regularifivin Bailding Coolso. andSlandardi Ploduct Approval Applicatiou Cwtaill p.a,l, I .F 2 tr.121M. � - � 1", I uevl,i I 11 ��:� I � � 1-1 - 'Irl. 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" D�-k�z,, -m ,,i,"�.V ,- _0 Iea UliQj",lorb 11k, I l�"� 1�1 -01-525 AM516e.- I � "A M r � , " � � M- R � e ;, � � �1 l ,; ,i e , " �: q� � "I ,I 41, 2A , ii i,, l� III I r �w -i -,r .i- 1 F I IQ', rL I Il jl,Vieeilll��,� h 1� Ill rt lA 111M. - I � I . i--.-..... -Mr.K0 zajara -"v 0*+Wl� ri le-I'l -at) arrie, ill file, I ee, lelfll;l , 111-0,"rr, ,Vr, re, lem, r,Pln9nlI2,:r ""I Y ', IVA 6CAL \ f---"IIl e< � i -- ---......----.-- -- . . ....... ------ ----------.-- .. ..... -.-...-..-�-----.�---�,---�-----��-�--,- ----- - I V - I Virtual Review sist, I ! i Plans Review COMPle d and pproved I I ! for compliance with thE 020 FB 7th Edition i I Florida Dopartnie:nt of Business and Profossional Regulation . Flonda DIDPartineiric of 13-�i-,Csrr & Pr��Tarral R4--trion 81.11jdoi� C3��--- aNd 6--ely1I lr� - I � Nir r� — I F ro 1,1,,J, Doporcil of 81jorel & pri�,IAD'siejlilial Rogi 13uildl,KA CkiipR3 Standards rel � Le I Honda Dapartuni 5LV5V1*35 & Pircinessional Regulation pne by 0 e fil ahr PX2300 1 and Vn2I.QI suldirr; Cadi arl $49rdards, Suilding Codes and Standards d) 1 S121022 � Pilioduct Approval Application Detail P-dul Apirl Application Delaii V — i Produrdl AppravW ApplicaWn Cellall Product A pproval Applilamtkon Deltall JO Irt W !IAq1jva-v, � - , �� I .� � I i � � � I I I I - � - I I I � � I I I � I r . I � - - — Eia � mk;L� � --..----. 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PAW §Ma Cee,eal R,,a,2 I .r rn " -1 I i `L4l`4 n,�Vf��ee,H5 sr qr�_� 24Z L�-Iiej.y- R-,�� P rl- - _-,k!-1 1 `M-1� I I � e, �- r-� "N, � . . - K� .5i, .-- 1.4.rLtna)-r 1.rektfk,� nee, Gne 7i5e- ]l -44,1[7,- � tl i 04 rit W j(pe WAR LQ an Manufacturer Contact -ErsgIftrA Validated y A 09��g 1AM109 efflg Urg. AegrMed Alaaf-nad Revision 202C FROLYG�AS-S, USA 7�1a-u7;"A'jael lt.oan-- Joh- W it:il-1311210213 V2-02020 Fec I 21i'15/= S..r,g.G,llo2R��g,,I�w,.,R��.!""�;�,.!.r,��,, 'ereew rrll,.Ith�l Roedfl:j:i'IirerI - a`on`,-lrR`MeJ10t�Vr*"1,n R'.qxel Rerill l�64,.�tz-�!,q",.��:i��,��"II i I 1 �Lkcv.oner, �?--.r,g �- cr,rrOare� wal E��Uar - T,e� ir- - Fi Rio,'A.- ,r-cp-el "o I, Ariecriene'v. o". r--j cam,tw" Mel Etrii In W k-." t- - t- -,�,'r,-QQfee,,[e,, � Tr .tomkb 3 C-Ategil Roofing S95423312!',�Ml,inaipcqt@ix.�tykjf,i!-,-t,t�rn ql;i,v7 11r.lietTitnen on�eeivv�lnii, PE gla-4111YA FkeW1vrwrtr,,dA,,-r%l al-rtr&�JF-Ilru 1 E�oievll- E�dl P-10 R�ktokl -1:l .1 ," Orl-I In,-;= TeofeeirentifEtiol r6 subc."dervoly, P5-59 I! ft t195ol _72-6212111 IVEV20271 re I'dow rnal ang"rwr Eal.1,kdMVelu�iud. I Undeflayrrierels, I oDj2LQ,emiRN jer!Ama I -q-111U-414liceact Lawg . tlf� L - Am;.-t US !--= 2=-M IeLl, t5walor FIr'll Compliance Method � 'hioll 4,mwlal Aar, 0,�j i" M,1KZLR=,�,qaR. Irnpi,ff,it VI a.. e "' r oa"""a'eL��1`Ir"'--"I 0��"'�ea " ' I trf &� - reb A -..I J�Qgk skq� Re iligaRl ��-�-.-, r"-� I- � - - 'm w em -Z - QLW*.i� - I--- - pUlk Pal TVA toalighu-Nag dislacts ants 'a dda ill PAIRRI'ap Ill ce tJa -09, �= : Rvastatelal Ropoot-orn 1152 maim KeART1 Maya 21 lWat njawl �-i ;V-01 EM-w-er r -1AZ OnRiAidn, �V� Intl a4 - . I Th'i,& �--rp k'notr U" wie-N-ALlittakiNAWA Et"I"T 2$=�U= rR%4"9"xtat2o W lill =No Aggidi in, I a Fla4i Reiggia,-,loilto 1 u-e, irk � ui rPIrk,-tl1.,A 1�,-q biell P,'��' POr�-�`kei,LIF I �11� T � ".R "lN, r T20re2Ri'li N, I- 'V' L , � � I 1, rn -'r ' role ftFl �" ar� & M- %1t l �1' ' ' � ro"Peate-51wOnni 041 � 2r;; ln��r - ,,,, C e ii ?AkA I ZiGintv Gge-I Sti Uh- rearnezirlViliz frVeld 0 ked oki renvi, J tir ea eew I � F "re" 'ne, Ri, Rol fz,31o11z1 '- ee, Yes, elerle Arch, iled or a. L censced el"I�r"MIU14Y Anell�rltn N Ceirl-,Odtil :, � " I ,, � I . rrklar---�W, e'rjvr--P�%,[iiIa,a 'a- he L � " . , V , ,7a ,I$ ,i,r ' r p -L - ,r �4, l f 'r 4. �,, F im T�i-�-Ine - Rliok,e CA i�13-a�E2� TI,nl"e1nf1W,cf-enl r�e, I ��- ��Mr I irl, I lj� f- Y- WA RVIA. NAA Nhh, 2 ' Z4 G iov Gri P,-- d or el 3" in Ini alel toel i, - eo Ilk le� Q, S tre inie"'M r., inkil �nd.d ri, eq,�;jin! Pdrr. ,WLV e,T,tuIt4,- TnIcOV C-Onej�rej�re. ,",19--. Mr, Yrq IVA It" (1) � Florida Professorial Erigineet 2r, � i C i a- 111Y `�-,' - 45"IrI ,', - � -ll7 r,011' �]Tlle n- E�rp- I k-1- � irl'i , I ef,je _ ,,.IL, "� " �L,�� ilia, Plro'- - K�lly I I: ; ��- rr�� N, , ll rr- V- UZA KA p4m, 1i =or RV Ite -Ire�, 10 r,rka Me"w" Wire � 101 = (D . . � , � � i SUCM-R3.1 Products alift-Alitiligom anull dlorum AwMwAfttI Imew 211ilitm 1 ;�k `�-` _,�,, r1r.ri - nl,,,� 1: N-,�r�:�Zv r,,, Yet kPIA ItIA = a2fwx- Product Madd, Nutuber of Nam Product DiuOtnif Cant[:xf lizi;&RIll il A MIT Miade Z M R-21igait E-Migan I C/1) ,MkilOn Dato 11 polygraid; RO& underlityrreol Real unde-rdeverea, 1111V21,2011 No Y", Nak +ikitill-622.5 i 11 pqlyjad-� Roof Unotirle"anio (mliz I Pailyltzee mat alrOadarrim ants for R, ile, rilil FDQ 12Y2aQ= I(" No NIA NIA I � M Hel ji-OrIsdums, I > 2 Polvalift5s Reel uncrrladeacr�15 0W.-HVI-iLl Pull Poor Uridenzymerrs, for RJU. In IVM2023 No Ye S Iti reten-lieVH2 iurledretOrI vI -WeReel la -,.elo.r, M 0 11 PoydritessRootiumearlaymeM , �HVIAI FiElolZ23421C21, la, NO VIA WA . _ _"efil ra Brol rj�ra� ,� lo� _ 'I _ j _ ", _0 fL . vi . P. i 5 _ of Rel in n _ �- - -- ! - nident of Ek -cc �& PitaftiaiiInnal Ragolditien 90da DOI ' i�,Ioe P-,n. 1 ,.41 I'londa 0,parbylaril of Buenness & Professional Reguagon Irn, I 119 I =�IOSST"Ulw&lovmelrtsfo,rv��,,In prisdiollcm 'Tes, Ruildre, Cl al�r Standarcs ,, My. I L�� C� BLdl:dii,iC,��d,�,,san,.I,-,*,and,,i�"li,YI Tprio2l ikeding Codes and Standards W40-Ill U- I " 0- 2 Follygers AD& Undclayment', laor-lidol-iL, Phycless note 141"Joidayril tott" t" uRv in I221culas No FRC rrarl Roddranal NVA 'Nagq�o,nrCl Proedulict Approval Application Detail - I Product A,ppi ovol Alitekiri Toota 11 I product Apparoval Application Detail 'i 0- I Polyclass Koa,Wleaystrevldro� iWHZl ".yowim roar undedoyinardu for ule� in Pilo iz,2=022a Sete �, le! 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ARVAS Cutdoor A�cents Angles 2 Ckl�-- 12, C'MST14, CMSTC1 6 Called Straps -i2 HJ series hangers Face -mount hangers available in Yvidiths ranging from 1-718' to 3- 0- 3 APC/AA APS441I APVBW, APB66R APSW APW�F?3 AP��Ii_ -n APE1010R. APVE44, Out000r Acruerrm Post Bases �� 4� CSf6. CS18� CS20, CS- L 5`1 Ccp&d Straps tiff'and heights ranging from 9-114" to 16'� C) FL*95WR6 AP-VE-UP Alm,1905 APAIE-66R. APVE388, APVG85P, AWErleirl . A,-i @I Dl OR 4 C-S _t �-'l 8, CS H P 2 0 CoiIed Stialps 113 l_GU3_'2S-SDS, LGIU3 53-RII LGUS 25-SDS Face -mount hangets 4 APOJT::-' APDSr2R-4. APDJT2-6, APD.JT2R-6, APvW =Z 4, ATIVIDJr-2-0. Outdoor Accerns Deck Jostt Ties 18 Comlpes:siwVT&nsion Strap 14 LU24, LUZ3, LU23, LU210 Face -mount hangers 0 > Soo # Product Model. Number or Name Product De;scriortion APVDrl`2R-o 6 Ds;_SSP� TSP Stud to Plate tie 15 LUI LU021 02 Faos-mount hangers -0 E C) I SD10112DEE Outdoor A-cceircs Connector Sorew 5 APHWR_z� APIH!14EW� APHH61 0. 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APLI APLH2rI APLH:10 APLH21 OR C utdou- z Light Hangers 9 HS24 Hurricane Tie 17 MGU3.6?-SL)i5, MGL)5.25-SID�, MG107.00-SIDS Face-nnount hangers 4 SDCF2241A SDCF22512 SI)CF2251 4, S if-F22T00 SF)rF22"1 ST)CF221014 Strorq�Driihar SLX,,P Tmber-CF Srrevv 8 EVLZ 113-:cVvena et, ed9fS HISS-21-3-SOS3 Hz5S4-SD33 Heavy el Shoe IS MIU sale's haligers Fat"o-irtolitint lilangers, Available in onnina tangingfrom 1-91le" to 5- C/) SDCF22 f 134, SOCIF-1 n4, SLICF271 P56, SUCIF2 72358 9 C012Z. C-91-41- r%nionalod Fleam Tres, HST9 HST3, FIST& Stiraig!'t Straps I Ali' end heig hts tang Ing from 6-1 to 10412". 5 SDCP22434, SDCP2225112, 1,3CC R222,614, SIL)CIP22730, SLICP`22666, SIXA �229 12, 10 CliTlv CII.I CJ1T5Z 1:1 1-13Z TL onceated Joist Tif,�,s 1:9 KS16� HIFS20. HTS24� HFI S215. HTS3C. KTI530C Hca%,v T, wri: Sm, p MUS26, rvill.11I Face -mount hamperis SDCP221103, SDCP221134, $DCF12714(X) 11 Dtiif14 Oci,� jCtTie P.TSQ'i, (iKTZ HTS020K77 Hea�ryTwsl&falp 711) SURSUIL SURC�SULCser,Dshange-,si Svieviedface-mounthrringers available nwoctahs ranging Inam I- 6 SDHR27400, SUHR276144 SUHR31400, SOHIR31614 Sirong-Eirive SDHR Conrilho-Hpid,'Scielimi 12 D$ Ur� Wall �Crnr LFTA Light Floor ric, Anctor, 9JI 5" Is a-girlil" arid heighis rangirva horrI 6" to 13-3j4" 7 SDS25I 121 ZDZ3_5134� S013215:fll SCS26212, SID8253tOU, SDS25312, SIDS2S412 strong-Onve SM, i4exvy-OvAy conneltror Screw F04 FiCS F�amior Clips ILSTA9 I-STA12 LSTAIE , flSTAi 8, 1 LSIA24, LS rASO, LsTA_A6 S'Niraight strap's Concearled tan ge vairsion II KIII-Qwvailabeforall double SD3255M, 8=5WO, SOM5&)C 2X and 4X modeW on ly acute flange is concealed 14 RNAI117 F ct. n �Cg-. Stra I jA in glara 116 ILS1149, 1_8�1"173 saraii5tit S"Ps 8 SDS25112SS SM2I SD625212SS, SC)S2530OSS, SOS25-2129S Strictirio-Orve SIDS 0ormee-lorSS Screw 16 CAI _ GA;! Gusset Angles, '. 7 L-820, LTB4(3 lal-Iging 2i U series hangers Farou-mount hung ers av2 liable in widths ranging from 1 -911 &'tu 9 SD`il`�2716, SDWF-2726, SDWf-27V Strang-Drms SIDli Floor -to -Floor Screw 16 H2A, H2_5T: H8 H I OA-2, H 1 IJS� H 14, H 0 A 19 Hurricane Ties 15 1 LT S1 2, LT-11 6, LTS1 8, LTS20 6'and heights ranging from 2-SIV'to 1 '.1-14", Light Ttra"Strar, 17 FCJ=I� f`-�=v Con� lad -1-t Tk- 19 MGT f-lediumrwrle, Teel 18 HH4 _11-iA Headn� How- -10 IIAST27, MST37, MST48, ItrIST60, MST72 Gzaight Straps FL#10007-R8 19 KRSIZ K-ee-Braice Stah-lizet 21 MSTA9, MISTA12. MSTA15. marAI8, MSTA21- MSTA24, MSTA30, NISTA26. MSTA49 stmight Straps 20 l-Wi L50, L7D_ L90 A,-QIeC 22 llil-�Tf-_28� MSTG40, MSTC"2r j%4STCA_,32 kiSTC78 straiglit Straps §ja Product Model. Number or Name Product Description 21 LCE4 PCm rf� ", 23 MSTC4893, MSTC66B-3 Fin-aerit Straps JW Prodillict Model, Number or Narna Product Descrittifion I ATR318, AT R1 tZ ATR.�el. ATRW4 Threaded Rods 22 LS30, LS,10, L570. 11__,:�90 �Ik,*%Yable Anges 20, MISTUid. IMST1313, MSTI 48, IVISTI 60, M37-11 72 1-nintigbt Straps I BA series hargers Top flange hangers a.vailable in vAdths ranging from I -VIT10 7- 2 ATUDS, ATIJD&2, ATUM, ATUM-2, AT009l3, ATUDI 4, ATU014-2 Aluminum Take -Up Dmlce 23 LSI-12 A�justaNeS.Wr Sb6nffler ConnecbDr 25 M-1 S12, PATSifl, MTS16, MTS20, IrITS124C, MII MTS'AC I'A'diLl In TIVASt St M P 1,19" and heights ranging from 7-1 16�'to 3U'. 3 6P&18,2, B11I BPlr2-3. BP5,n3-2, BPZile�3, BP3M, EF$14-3, SPRTUL)3-4 Sersilng plates 24 Lit;,,_sj2ULZ� LSSJ26142. LSSJ2KZ LSSJ28PZ, LaS�21011-7, ILSS121 ORZ Fie k1l Ad I ��vlrabls Jaok Hart. 9 er 26 NICA2NIO-12, NCA2x12-1Z NCA.2x6-1,6, NCKIxII 14CA'-1412-16 I series hangers Top flange hargers Lwailable in vo.ohis rarl from 1-Z4ti`to 7- 4 r_NW3f6L CII'VI CeIIIJ518, CNVVd4, i7xviplermults 25 L-SMI Z 1, LS--R2 1. LSSR2 csT LSSR2,56 1 SSR2iO,Z LSSI C F�,-!(JAIJUSLable Sloperal101pirSivemoble Hanger 27 Fir IF, 12 L RGWIR 1, 4 v%kw, R; a- in g III B" arid heig rits na Ir ij Ing from 9-1 f 4` to 214% 6, CTUD55, CTUD65, CTUDcn CTA175, rTUD76, C-PLID77, (JU067, CTUD�.�', CTILID97. I.:oupling Take -Up De4joe 25 LTP4,LTP5 Tie PWcs 25 RPSIS, PPS22. RPS2R Rer-�T Plate Strap 3 VGF series harrigem, Topflange horijersevaiialple firvIdths ri-anging Inorn: I -Vz'to3- CTUD98, CTUDW 27 MJI II UL262, fAl-287 IiII Angles 29 IRSP4 Stud �C Plate COn VK LDIF ranging froirn't-1W'(0 24" 6 N3. II N5. NO Heavy Hea: 11 26, MUH8 R o of T r e - D -,,em 30 SPi, SP2, SP4, SP6, SPU Stud FL-db -1 Ica 4 UQHF series fraingiers Top flange har1jers evailaIttie inwtiths ranging from 1-314i'to 3- 7 RTUDi, RTUD35, RTUD4, RTUD46. IRTLI05, IRTUDItt, RTUU7, RTUM Ratchetrige Tai 29 MI Hre-c RoCl Cmireclor 31 5PH4, 13PI SFH5 Heavy aid Plate I is 5)6" and heights ranging from 9-14'ho 24"� 8 TU09, TX10 Take'up Device 30 MMILII -AM11.fI Zt-2, MMLU2R, IAMILUI ?ANILU;�'l 0, MINIV6GI 1, 144MLIJ 244. tvim LUI 311 Face-Movirrit Wingers B2 SSI r - S-S25- SSI, SS4,1 SlaidShoo 5 E051 EG7, EG9 series haNers Top flange hangers zvatrapte in wdths rangingilloin 5-1/,Vto 8_ 9 TUVM Tai IJ p Vtrul 31 Rac_ FISOP R�ef Clips ETC ST12,ST18 10 U R_� &tg" U plift Red Run Tedown Srstem 32 RST PCof T ST22"ST292L ST2122, ST21 IS, S�215,',31`5224, S,r seau-t Straps 718" and heights ra ng rig from 11 " to 32-1 f2y' TS2�, TMO 1636, TS42� T �8 TS&A, T�_6. IBM T -mirt. I3r0q,,rg 6 EGQ series hangers Top flange hangers available inmifths; ranging from M/Br'lo, 7- I I U RSA 112" Uplift Rod Run Tiedlot?m System 138 RTC274-, PTC42; RTr_2ZL RT0,44 Pia-li Tie Ccvinectors 36 7,00-10; `11,V612, TWB1 4 114" and heig his can g ing from I 1 -1 W' to 37' 12 URS5 W" Uplift Red Runrie� Systram SU ST C. SI OTCr HTC4 T � -ItIC& 38 V317 CII�TR, IIGTL Va-blis PJch Girder '�edaon 7 GLS series hanger-, S-ddle harloars �rvailable in w;dIns longing fruirn 3-1/4" to 8-719' 13 URSO 314" Uplift RLxJ RunTraciami Sar-,mrn 35 T-fiI TJC67 lfu.:5 !WK Cr;;�, A7 WIS1 06. VjSi 060, WS1 28, lAIRII 26C, IN83143C vViall RrKing and heights ranging from 8- 1 r2' bD 2lK'_ W ZZ Zd 24=4 P__nei Snrth�rLf CIfj'b 8 GLTV -series harigers 'Top flange Irian gels ovailable Wolfe, ranginQ from 3-114" to 7- 1 �8" and herg ints ro n g tag from 14' to 3Z�l FL#10441-R6 9 HB ser*s Irsirgeis "Top flange hargerr�avatlable fliviritiths ranging liforrIl 41TS'lio 7- FL#110447- 112" and heiphis ranging frorn 8` 11 Sag X FroductlillodaL Meg ber 9E NIme Produl, Deseirligim Jul EFQ.(jMgtMqdW,NuMWo�'Narne Eroducl P-eunlI 10 FIGI-Sseries hangeis "baddle friorn5 !M"to 6,7ib' I CTT2 f1cild-dvom Sea * Product Model, Nurribor or Narrio Prqduct bescrIM10I, ('9142 37x7�63, CG,12.,�7xt_75 CoricCaled hrmgers� arid heights W 2 KiClOX 1-10C10J22 flold-clorsin 1 AHEF Ar.i.oAar 2 DU, 01-11-1, UHUTF seoes lraue-mount (01J, �,i IU) and (L)HILITF) harigels 11 HGLT series hangato Trip, flanije, hargeis avahable, ranging Itonir 3-114" to a 1, H008, HHnl()Il. -4Hrf',,A4 KAI diwin 2 Glcr�21R, r)SC2L.SD_1Z5, riSr"iP '1406�3, DS1,',5i.-STrSS DltaZ rit.rut Comnectom avaltahze in vv�,driis cinging from 1-9jlli�'lo 3-9;16" ind heiig?rts 7M'and heights ratiging ham 7-1 t�r'trc 32' 4 HOU2, HDU4 I-IDU5, HOU8. HOW 1 HDUI 4 Hold-down 13 G80 Gabre Bf.ace Conrecini ranging irorn 9.13" To 23�1 5116"� -2 HGL TV senes ha rigers, Top flange hargers available I" vvidths ranging im 7- 5 HPA25, HPAt5 Strap-," purlin atic-or 4 HCICI x0 4CP2 14�P- Hip C�Ornef Pla, HGU5,X-6DS, HG-J5.50�,'SDS� HQU5�62-SDS, HGW,MSDS� HGII Face -mount lilingets V i _ - FOj3.6� 1/8" and heights ranging ft., 14"to33 6 LSTHD8. LSTHE)BRJ Strap-styIe hold-d7wn 5 HHR�12-7. HHRQ_42� HNIRC-42-2, HHRC-4/1 �,11, HHRC44, HHR05.2513.2_*� HHRU� 37,3 12, Heavy 'Hota Ridge conectrus SDS, HGLJ9.MSDS 13 HIT series liangers Top flange hangers available in yidths ranging from 2-5116'ba 3- 7 MASA�MAS Foundatior, ancriar srrac� HHOC mi 4 FG[K; seriei� hangers F ane-mourit harig ers ava flable in wrifirm rainging from 1 -U, to 7- arid heights ranging from 181c, 2V' z 8 MPAI32, "PAl" Strop'style purlin anc" 6 HRO! Hip Rdp- COFI-Ele[Ur 3iFT' andheights, rirgvt.fg from 5-511V'to 1,2-7;8i'. HUSTF series hangers, Top flange joist hangers arvatarole in wicirns rzingir,O from 3-1/6' t 9 PAI 8, PA23, RA_M eek_-�51 PAC -1 P A68 Snap-anle nurlin arr�_.or 7 LRU26, LRU2.3 LRU210 LRU212 Felt- Har-ler "__5 25-SES, HHGU5 50-SIDS HNGI-5 62-ZSUS� 1414GLP (10-SDS, HIrGLJ7 Faccrnavjnt han, jets 3-RiNG'and heights ranging from 5-a-,&'to 13-IJ8" 10 PA118, PAI23. PAW RA1135 is HUTF. HUC TF series hangers Top flange hangers available in widtfis ranging from 1-9116"Ito 5- purm, 4r,=0F 8 L-SL128 LSSLJ29, LS,5lj2lO Lr,_ght3_-pCaWc K,-wasleUHanger 11 STHOM STHDi0Rj Stap-styll-� hold-d-cfan 9 �RF4. TRP�iR T nrm� �iaa,inq Pariancer C HHIIUS;2�2 HHIJSL�F-2, H HUS," 0-2r HHUS46. HHUS48. HHUS41 0, HHUSIS 50110 Face-nOUrt hangers IP2" and heights ranging from 3-711&10 1Y Concealed flange 12 STH014 STHQ1ZRJ Strop-tyS beld-dnwr 10 TC24. TC-.e TC21_-� I'mri's C�]Ip HHUS7 25irl 0 version JHUCTF) available ill all rriodois. aving -odith equal to or 11 T.H.420, TPA213, THA21 if, THA21 8.',' HA��2�2 TPr'418. THA(�ild, 11 HA�122 AdjurCtAtle rrLke,; Hanger 7 HISUP, I HSIL IR(�, HSI fl.(,3 serwri; ha� ngam fare-mourit haitileirs availabie in qmdths ran -qmg trom, TIAAC422 THA426.7 I 4A422-2, I 104 �26 2 1IF'' To fil 68 and frevjids �akgfr,q from 4-2lhl "to `15-W,_ 16 MIP series har-gers Irlrip flangat hargsrs availa" unvadths ranging fronal 7- 12 THAIII 5 1102, THAf2, 002��, TH: 14 I�r t'22, i HAI'*2,'I[HW�242 HAJC,`-r�r Kil,122 rij] _ULrC) 2A(anr0bIC!0F, qjI i,1711'�jf'irrT jr corccall"d flange vemt�xi (I�1SrjRCF HIS fr in I Z' and h6ghts rairging from 5�316'to 261 13 TH�AL,;221, THAR412'2 Sknv�rr,i:i I�anqm douIhlo Zi( and 41Xnroxlels� riniy acumflange r, ctcriirealed. 17 111 seres haviiers Top flanget hargers ava; Imrie � riv,66ths rangInq from 18116' to 7. 6 2 TU210 112" and heights fargin _,jj� to 52, 14 HJAL26. ILTH JA26, LTHSIA, riluluirie 1 6 ,IHTU28-ZH Fac�mount hanqeiE 'IF T HJI`-!�_!�- , T4.1002-5-SOS3, THJU1215, 'HJU 21eiA, Nlwdrr e Tm,s 4a- HU, seOes hangers Facc- rnount hang e is a,va[�31nkn iov,4dithis ranging frorn 4� 911 6'to 7- E ITS settles hangers Top flange nor gers ov ailah, is an �,,,vcwlrs ranq iris from I -gill 6'' tc,15- 10 T-'BR2-24 aoer-R 11 R,rid heights 4-angi,g from 2-77,Yfu 19-114' C*tnoeali flange 50, andheIghts ranging from 16' It jal lr� a J9 series hangers Top, flange hargLis ava;labla in welth of 1�9?16` and heights 17 VPA2_ Vic `CPA�� VPA�35, IVPA4 VariaW Piiclh CornIecters --m - 40-Ij avlrl�'irrl�, for ail rnodeil;5 hvqing widt. r -9 VaSeyTnj�s 1�3!n 9 rea. " e r than 2- 4) 16 " ranging from 3_10" t. 7-1 irr' HU00 1 10 'SDS , P, U001 "i j, 1,80's HUCQ110,3,8�1;, HUCQ310- Face-moun, hangers 20 JRA se6es hangers Topflange hangers available in aidt'hefl-9116'and hebhts SOS, HUCQ410-SOS, HUCCAr[2_13108: HUCQ5 21V31_SDS, HILICC�5.25111-SDS, VILIC061ri- ranging from"118"tc, 11�41Z'_ '506, HUUUUl2-SDS JUL 02 "V EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 11�50�020 Simpson Strong -Tie 2020 FBC Approved Products Updated W3of=r, E�� Simpson Strong -Tie 2020 FBC Approved Products �Vdtld E= Simpson Strong -Tie 2020 FBC Approved Products uperarra ivliw cmFIX dWe--,t Ithei wo of $PT approvols Nod bolop, For cbw2 initst- all approvels lisited Lerv& CUCIN,'IER re, drect links ro tol SST epprovzls $IsI*d �, elov, ;,Zrr� For direct finks to &I SOOT apgrovels; livivad oaow5 cfj , , rl= Ca tt�F, virtuat Review AS ist. Inc, For additJoriall inform-ativin regardialrFlorida's StatifivMe product ApprogaIS)-s-mini 4" Nilim-Dade County NQ6ce., ofAcueptancittis<;,Aj, gsi1Q".LU Fladwmial nJorwadxi slijanihir Flonda's &�fawtdt_ F1r,_rJjcI,rkupFmaI *�Ctivm avid Mrivirr-Dade NoC. For oddtc�al rtrgaIdrqg Raida'5 3raliieiav ProlickArproval sfrlerll wd vavni-Dj�t, _'Crurily tv"Ai'se 0 ircZerrItdri For addkooral iniforinatton regarding Ffuudi_0�,at;: oun' ly NcO-,e of ftoepkaue (11,10AI. ZU� roved Wcomplet I and app , a FOC 7th Edition Top flange hangers avaierIte invocith of 11-91le" and hotghtv 5 S`UBVI.5,15, Si L5%ill 5 1 � 511LOI YZ 04, �'�ILBVZr S�L SIL FjV!d, 12', 21 L3 series hargers or Flange liost Harigliis 5 SET-,'P Adhesive ArI for concrete for comptiance With the I YLSV'3 r : tZ Sil 13�1 612r VLEP�,,' Cle! I�LGW 1_1� SAIErV4.26, S.11.34i4 7ii I OV550 6 Strong-Satt 2 ISIb ong-Soft 2 Wedge Anchor fat r, lable in rffrbff� r lairging tromli ii- .0rcriete laya, Debra Anne PX2300 J4, HTT5 -listairloss I "I t�jfl fWigp steel and Typers,"t04 and.4 strof ir�arjgp I T201 Z, S(FITTI 4, HI .lf$ thiAiialpf. _9jlj5r' a IT6 hj Ig r tv� 'ZZI WAILI series frariqliry � in r%ritflifil of I a Fro-4 X004AL 11WLqKx2&ft1Q C I I L FlOrlic,,virrif fAnging t�nrn 9-VIS' 10 13-118" HHII j5,2, iI H-HUSIT 04 'ifrivT Hanger 2`0 ISIVISTISCI, &714�ST72 Stains 118 rill (10 g a'I 7 Titert HID (THD-HI, TI-ID, HIAG, 7K�48S, THD-H18SS, THI �fr THD-CS5SGi Titan HO Hea,y Dutty &-,rrrivvAnchcr for conrauto arid rrillsonpr 2,5 UEQI�, LEC 6, L5Q7 series hangers Top flange harigers availatie ianging firvii 3-14'llo 0- 2 HIRSO. HRSA_, HPS12 Str�,p T�es 21 SD4. SPA Slur 0 Pla 0 T ies rivalbiblI hox head In Tflcers 3'Aand M5 7,91' and heohirs raneOq floril g" to 33-11" " 1i1CQL21p-2-GC;S, Hi,1QQ210-3.SEIS, Hanger ZZ $50 0-SP, TSP Sru d Plate T;w5 Ftamless sIteel, or rthith countersunk nester In osticonateel and 24 NIEG5. MIEQ7 serasbargeis 4 THQ-132 THGIJ-23 THGEH2, THGBH3. THGP4d4 joi,_t l4ariger 23 STC IDTC fuss -_ lip Tlpa 316 staness stse� 4 MiS 4 H(Q 24 719" and heights ranging 1hom g' to 32-1 t7' - THGQ�_%SL-CaL3, THGQ3-SDS4 5, THGQH2-Sr)�S 7HGQ 5 T 144-SIDS6 Rrac-- Deigl 8 Tillon HD RodCoupfer frill DV63ARC, THIDSOW3411C) Till HO Threaded Rod Cioupliar I'm zoncm-ar 251584 ,;RH Trion HU Threaded Rod Hqnger XPW,;oirmnidtl 25 NIT series "angei- Topflange uangringfIrw-ri i-W18"tal- 6 THGWI�Z, THIUVNI�-4. Thil THQ-W44 jQaA HareiCr 25 Tj��__ ru_-� �K*`_Qlne CIO[ 9 Titen HU Threaded Rod Hanger (THU52 H, THM11158RH, THL)3?Z1- 1!8" and heights r2ncina from 9-V4" to 24" THD502S4RH, THU1,322i2ligHi 26 PF, PFB, PIVE, PFIDSe series hangeirs Top flange hangers availoirdes invvdth of 1-9116'ant;f flikerglirts I Ij Wedqe�All CWA) Wedge -Ali Anchor far masonry foriging from 3-5f8o7-W` FLM 14r_J-R5 FLIl"3904-R5 27 FIR R idge ra Ite r con in aolio r 28 WP sorrat. harareirs Tophargohangors 2vajaNeinv�icenis rsngtj�g trorit Product briloiggil. NonitzeLorlilarrie M-juctumF103-urf JW Product Model, Numb_eL.Rr Name I IV' a n d If eig his rarrig Lnq 9, 1 i4' to 3.1 1 GETA 20 Double Truss Art CC0rv44.62-SDSHDG, CCTQM3�62-SDSG, Maseviry Plot, Cap$ 2 RTfi, Fr,rRKL, FGTRHR Girder Rezofit A qci�ror CCTQN44.62-,SiDSG. CGTQMS.50-SDSG, CCCQIv13,62,iDSG, 00CQIlA462-Sr)SG Sea Ero�ul;a N2dol, Nuokgr _ojji Product Q�e rijgfiga HU Hl 5S, 111116-2 1 6_2S Hurr�.-� Tie C,�C_Q M5.050-SE)SC, I A.,T-xj;r 1iT-X9 High-Strenailli Avr,,IkAdheevlv� (eirecir.rrelsor rinasorvy FL#j 091KI-1915 4 HETAI 2, APTAll HIE7A�X), HETA.24 HFT,�,40 F-174foddrrid Truss.Ancincr 2 FCCLLQ&1EY3.i'k?(,;-Kf� Masonry Plot ca pe� &r-HIrl for rir�rsorrv, 5L HETAII-1,1 HErAll-18, HEI irkL-X Enrlbeemed �rniss Anchor E�;(;,"LQMD4.62Q-KT. EC:rLLQMID�5.51Y�� KT ECCLRQfl1U3,,t�,2,rKl, Ei�C�R<XODA,620� 3 S] I% KID SF".'T-XP 1 -1 ialr� Strpflj�lh Epoxy Adrssfer, for mrsur ry Sw # Prod-mg-t misidel-Ifilysil or Name Pirseloct Doocriptign 6 W�A%VO HN19 II CCC:r! t�ennecbcr, Kr '_-I_XXRQMD550G-1<i 4 Strorig�Boik 2 1 r 15211 Sir o", - Pst ft 2 Wit-ilge An of or for rriasontry 1 ABA44, ABA"R, ARA461, APYWOR ABA56, ABASGR Adjustable Post Bow 7 HHFTA!6 P.HFTA20 HHETA24.1HIIII riteir 12 J1142) All HGUR� 2_5 -, AG UIA5 50, HG U MT 0 0, Id Gul M-7 ��_ r�;G Uhill) rICI I+,;wvy MI Hangers T iten 2 Ek? ea Anchor for Concrete 2 ASU44, AaU"R, ASU46r ASUABIF, ABU5-5. ABU5-P- AF-Lr65� ABI ASOWIR, AI Adllwst�tble Post Base- 6 I-ST2, i �_-T:3�SITS2.5. LGT4-SDS3 Slider awwr 4 �. M2ft-2 LGI_0&6�3, LGUM26-4. I_Gljhlh�2 LGI. 11,42&3 LrI LGON12,I0�2, Ma"iry Serairr, 1-hingers 6 Ttten HO (THID-HASS, 1'HD.H6SS,TKerj_`S6S_9 Tren HO Hativy-Dur),SchSeAnchorfor concreteavallable In 304 ABLISSR, ABU11310 A91I ABU11212, ASU1212R 9 LTA2 LGLIf-410-4, L-3UN146. -QURA46. LGJheill) or3ldi stainless i�if[eelwtth heviI steehmth 3 ABIlli442Z, ASW44R-7. ABW46Z, ABW46RZ, ABW%Z, A8`,P,;WRZ. Adiustable Post Basin 10 NFIFA12 MET"16. MFT.Al 8, META20� IMEET A24 AA-1 Embr,§�,Jari Tnia.-, Anf,,het 5 NBHA3.1219�25, MSHA3 12011.25, MBIHA3_5617 25 W8HA3,%A9 25, MBHA3 5130 1_Z2,. MI Too Flange &_�Arn Hangers countersunk head. 4 A04, AC-4R, AnF4,AiI AC43R, ACE6 Post Cap 11 NS7AM24,n?r5'rAMfI M_':�'-ICM40, MS"Cli,1160 �aT ap 11. far ki-- -.,,y 1,88. MEHAS 56_q14. NISHA--, SWIR. MHA3 5618 rABHA5.150f7 25. Titen Turbo (I T it -en Turbo S'craw Anchorfor concrete or masonry Cf) f-BHA5 �0(9� -25, MHHA5 511111 � 2f,� NUH I W, `vBH A5_ 5G-,Fl 4, PAB HA5 50115 5 U-4, EV,46, BC41R, B05, BC61R. 13C�5 EV-S2-2/4, IiX:52,316 Post Cap 12 11511,416, r4i HT��fkll 6 HTSkq2Q T�en Store _o, Masonry 6 CB44, CB46, CW CPA& CM Embadded Column I�I_Rse MIRKA' Soil 8 7 rElSQpl1-S;L)52, -Qa$UW-SDS;2, CM60-SL)S2, C;8SQ8A-SDS2 Entitwileo Cok4mn v4s& U13PUZ 5a/9,25, MBHU3.56111-25, liifr�sofify Eie�rrn 1+,,ingef� FLXlfM7-R 8 Cx',, FCC� ECCIJ Sgriom Belted column capsiv.,ith',10 fatigIng From �,IK' to 5-1,`2" arid, FL*l 1406-R5 UA H U 3 S 6 11 ?, M B f - I L) 5 5 OP 9 2 5, M F_ H Ui 50111 IC B H Li 5 5 U 11 8 8 ro 1 t 10 5 F-, ai 14, > W-W ranging from 3-518" to 7-1/2" IVISI 50110, i,115HU5,50t 115 jkjj Froduct Me". NumDff_qL_t4r_ae Produet Difuriptlign 0 91 E7C=-;DSi25S8heK E�cnvmv , f1crolorrinrapswittirVI §gSd EEoduct Wg�d2l, Number or Nairrill Lmd-ha ELt.-rip-tion I X34131111 B-SK, �KI $1016, Xl Plf 0184K, X01 $1018, XQJ F31 0116-4K #lCi-I 8 Stuting-Drive X Metal Self-J)HPing, Tapping Scrowswith #3 Cz L_ iI rAtilgIng frintri; 3-5irevi7ir2'" 1: C T TIZ Qur��K -1 epsitnir I Ie III Point 10 CPT447, rTIT66V, Xq68Z Cariceahrril Print TIn Rw.w 2 11-0111 Ii__i1A B,� rril! I ktkiae,,�,rt ELM M7_�;Ril 2 Xi.011 471224, -A-Ql 14131224-22% 412-24 Strong -Drive XL. 1-wgie-Hoarl Vetal Self-061151 Tfripping > 11 lPa44A,, LLP01I EPI346, EP558 rErribixided Post Elase �i 14-r-r-S fiL"-3 iiXI'UL HDgE Borac'r I WSCNM, Scrwwwh#5 CiAPoinitand Large Diameter Hex Wa slier Head 12 CPS427 errhevidea Foq Rase 4 f4TT4 4 3 XlYni 14$1,22.4. XNi 1491224-2K Product �Lodinl, Number or Ugins, Produg Dos;cripj.lon 412-24 Strong -Drive XM Modium-fload Sorf-Dtilling, 13 LC844, LfI E mboo d ea C-�_- 1 1-, al n 11 6 L`Tl:a, LT-12--le LTTI'�l L,_j In, T eneein riii� SDVV2233% SDW224338, SDOU-2:24I S-Dii",726I SOWZZ500, SCYA1216X Svcin�g-Dr,,re SlYN DAIP-PLY and TRUSS -PLY Soreva Tapping DiarnieterrHax Lig [it. Past Cvp 14 LPC42, LPCBZ SYVZ2:1iS7A 4 X0114SI 224, X011481224--.6K= XjI4Sj2zA,, X0112S-1224, X01 121B1224 K #12-24 Striong-DrIva X Mintot �5--tUrAlingi Topping Sorerivs �6 is Nlos"Z, mpsw, Mpa"z Moment Post Ra%�- S:A&C-115450 SOWC151300 Sitrong-Drive 8DVJC TRUSS Scren, Luill Point 16 PB44, FIE144k PrBV, 17666. PB66R Embedded FaA &3st Fill 3US-R5 3 S:)" 193CODB, SDWHl04WDB, SDIWI-419MODS, SDu%jH1980ODB, SIDWI-119-100006 Sitrorip-Dree SDWH T"08ER-HE' XSore-v C XIIJUSI 016. XU3481 01 6_1 K #10-16 Strong-Driv a XU IrAstal SelI linz Tappirg Screvrs Wd Z3 17 PBS"A, %S40- F113566 Embedded Post Rase 4 9DVMZT407,G Soong-Dirwe SDWH TINISER-H EX HDG Screw #i Drill point is PBV6. PII Round Post Base §jg_j Produ Model, Numberer Name 5 SYWS16212, SDMI6300, SDWS16312, SDkl'JSI 640) Strong -Drive SDVVS FRA.-MING Screw kj 19 M44-1 , 6 FC46-18 PC4&18 PC64AB, PG&--ld. EPC44-16- EIIPC;4(!�115! F-PC4-51112f, Post Cap 1 S5&Z)r24_ SRW&x2rt� SBl x3O 'an ACchaF BoIts 6 SiDWS1911Z t0i!.`ir�=t�500 SIDWS22512. SDW322WQ, Shmn-Onve 31741S TIPABER Screw �lntenot Grace) 0 EPC54-16, E-Posp-la 2 SSTIB16, SSTS20, SST B24 SST82B, SSI'Ba4, SSTII SSTBial-, W-620L, SSTB241., SS�7b Aedlrtr laorr; SDW3Zi800, SD"S-22900, SDvV�-2-13X-1 -:97Y 22-,1' 100, SDWS-22120D, SIE)wSM153-LD FLM320-RO 20 PC;4Z, FC4RZ PI PCORZ, RIC-3Z, Plf,-BRZ. EII EFC4RZ, EP067-, EciCASIRZ; EPCSz postusp S5T526L 7 Z;D*'ST2130UlDB SOW-=40008 SUN III SUVN`S226001)8� 5DA1,322WODE, Slrona-Dinve SIDWS TIMBER Smew fE--derini Giade' FPCSIRZ SK)WS 11n) i 0 0 0 D 8 IMA Froductk0liodel NumberorNam Product Description Zi PPB44.4Z PPI1,at-5Z Post Fla:SL SXVS 312D8O,S:D'N14225l2ClBB Outdoor Accents &I uctufaf Virond Scuiny I D�SSCF,343.5 USSCB46l DS!3C;B48T DSHS Byposs FIramIng Drift f5twt Connector 40`1 1% 22 RPRZ Retrofit f1cer Bwa rL FL#i3872-Ril KfAr,327500, Rivoing-filliric., SIDI.Ntli; TIMBER SS Snrevf 2 FGR43 5, Fi`,'1845 5, FCIB47:��r FOR495, F,;K41 r 5 Byriss Framing Firtied-Clip Croirrectsir %40F S I (YOSS, Sit I 200,11is 3 FRI 803491016, FPHISD94IR1013 FPHSFi14S1,2II4, All".1 litiatid9fl214SPOIG U) LeAg _rrad-pnodel Nwi.I2A$_01N8mk1 it S�AWI;14010 STono, Lhv, tv �51I SCii L 10 1 ZINI Ekil aw FPHS()34R12i4-6i` Drilling, Tappling6orovis M FL#1 08G&R5 I CNIST12 CWS714, GMSTC, 16, CS14, GS16. '�Slfhr r-Zi2il C__ Colt�rd ;lirkrps it SM-212 �',%jldom Acrritfl.; Hoir�He�,d i"WasIlIj 4 LSFC2�,25., LSFI!4 25, LSFC4 �71, SPC"" 25, FF��'�r lrS, �JFCC' 25 Stsel Frarrithig Conrad or A* 10,100N 2 HRSfl HRS8, HFS12, FHA5, FHA9. FII 1`14A,18, FHA24 F.Hp,-Ki, miSTI2c,, r,4,.TTj3a, stral:,F W 2 g a,= b LSSC4 2!5, I� SSI SSUL2 25, SS" 26 SSCU 25 NAS9C,2_26, NISISCA 26 MSECk 26, Steel inutil Contractors L_Lj Ira.1 Product Model, NIII 2[ Narne Prod tro, LIL-_c =on UST 148 IvIST190, MST172, SiTOST27, SiN19T37, SPAST4Z Nl,<,';C4 25KW, fAS&7_6 25KIWN _00 1: FJA, FSA Faund@ton Anchor 3 HTSI -, FITS210, HTS24, HTS28. I-ITS90, l-fr S310C Heq,, 7,4,1, S,�� FLVI 5W3_R RClitw3, RCKW5.5, FICKvii3ST, RCKW6 RIII Knealiiiall Canneclor 84 2 FRFP F6' , P einoR Foundejun PiI 4 LSTA30, LS7A3C_ LST149, ILST173, MSTA9 -YLSTA12, N11--i A-. 1ASTA18, r&9Tk21, NISTA24 Srnap-- 4 -i! (18 a a) 7 "43 5, SCS45 5, SC647 E4A 5 _KR4f 'L5� M$C$45.5, 7 5 B"ss Framing $RdsCJip Comie-durr 22 ST -- (20 g a, Pfaduqt Bypass Framing Con rector 3 CHI (;H4-_A. GH4-_"� GH48-8, CH410-6. G114110-8. GHWU. Q`140b�_-B r_-Hea-e, -�H66- Girder Hangar - L�-TIAP� LSTAIZ; 1 STAI 5, ILSTA18, ILSTA21 LSTA24. ST292- ST2h , '2115. ST221, 1, SYaps C� mil �u X Desicription Z, F/_ - SCSU-5111z� -0 A3 8 AS 18S55, AS 1 BSO 'Aga Truss Pa4 s 9 S�VlI 254 SCiftr5.5 Contrectoir 8, GH61 0-6, GH61 0�75_ 0 LSUEH 1.25 SUSH3 25. MSU BH3 ro Brim*-z 4 GLB5A. OUI GL-55C, r3i GLB7A, GILIE1713, (31.67C� GLI37L) Grularn L�m.dngi Pkaijs� 7 LIP" Laeral Tie III- AR 2DI=T�_ 21 ga High Strength T f-15,, Plate 10 SJC�&25. SJC10.2�, ?ASJC8 2265_ M[SiC10-25 5lesill Juist Contri _Q_W 5 GLSTSIZ� GISILT151Z GLOT516. j3BL7618, GILDT520, G81-11762D Glafrim Dazi-I P6-- A LTS� 2, 1-T GIC, LTSI &, _T!3= L.ht- TCC� S�nriP. AS-20 Z-3 ga Truss Plate 11 SS93.516 Gypso5 Framing 8eut Corneaser 6 1<31-SA, HGLBB� NICLD:�E HGL8D Heavy GILlienn t-!eJrhg PiBle P NSTAYj MSTAM5. S-T,5221t, ST62`24. ST9, STiz STria, ST-1-v mSTC.28, m-STC40, MSTC32 siraps 54 ml g, ill 4 AS P Hingis Plate f�vvnactor 12 XLSH�41311414, XLSH7881414 #14-14 Strong -Drive XLSH Sholuldefed Selt-Orliling, Tapping 0 7 1167-2, HGT-S� I Heavy Girder TiV0240-M 10 161STCeS� INJI STP2W SSap-_ 6-T, il il 4 ga) LLJ lir S 1 OA UFRIO-S083 Universe I Foundation Pr-" III ATSIS, MT51,49 MTS,20 NITS30, V_S,14C, MTS30C 13 X01S1016, X0181019-4K, XQI-SI214_ >(01RI214-3S�, X076,1;1224, XQT8Si224-3K, 410416 ill 2-14. and Al 2-24 Strong-Orme X Metal Self-Drillrrflf� Universal Retroff: Fcunoa�o, Plate t2 SiW:Eid, SiD I Zl, Sirw1I (' StS2.5,,i, 1_4B'l 66, StaB 1, 2� 'Ah, S�231. 52r 11 I.Iii, Top ailqw Jo st riamiprrr� FL#I'V20-P4 X01 14SI 224, XQ1 14PI 224-2,5K /,Q1 12S1 224 � XQ1 12BI 224- 2K )MA13101 6-5K, Tapping Sicrieivz $F84417.1 %SZ14,2$, 5jEA.75,$,1RI Xl $1016r X1 8101(34K� XIS1214, XV-12214-S SK < I 2� 9EA2, SiBAZ 1200 SirsA2 1 2111 2� Sk'EIA2 12/14, SIVA4 Qti'10, 2-' , an, ProcI NodeJ, Num bel; fir: Narnif Product Desoriptign FT -HP AcreTivv Anchor for caiiiwvn:hr� 14, &141 1 A Hurrica-e T�s 2 GAC, GDP, GDPM:W, GUPM-75. GDPM-103, 0-DICS, G104-50. Ghv,75, GVVA 00, GTH Gas-iscituated fasWrivrs load osnoniNies NAM HuldowrC S PIPA PDPA-K,PDPA44G,PDPAT PDP� PcryJ�,ar[hjhhod fasteriers threaded studs, a,,d assemblies 16 &HDIJ-1 WHOU6. S)HIDUD, S/HDUl 1 Hoijcwn, PDOX/4144G, PSVIL3, PSVI-2-K, PCILDPA, PECi IDPA PTRHA�, PTRFA4 17 SiCT, SA-LG- �niisl tiang-s A SEI�34711 &dhesivC Anchor for concrete a- SHEFT NO. March 6, 2023 _j PA1.3 MIAM > PRWUCT C 01 SECT10.lik" I FGT Industries. Inc. III III FGT1HdUjgn� �-__Tlp& 0 _11 &I SW _`6 S MKIL R4,01220 2 N�T )F P N E 111-1 ED 1 )TH'"I'A' A((�`T IA, C NOTICE OF,kC CEPTAN,(,I�E . EVIDENCE SUB111THE D CD DEPARTIkENTOF RE GULATORY AND ECON SC)URC" ES, I�PE R) kilamL Fin' 74 '80.k" 'Ti,"786' I r N'(YI'I('1,: (tFA( ED '5) (D A NO CODE ADUMESTRA TION DW ISIO.S' �'W -NOTICE OF ACCE PT_A_'NCE (N0A) 1. E-%Idence submitted under previi NOA I D, QU, AL IT) AS.S`UR_kNCE cn 40 00 A� DRAONT'�G!_5 & TIESTS tconftue0 !.and Econotiaic Resources (?,F_R",j. L INfiand Dade Depx-tmetit of Rqggwrl tm 0 -0 _0 PGT IrAns trk s, Inc. 1,010 Technology Drire. Irey S 01 gsaend sections.. I IManufact e drwains 'T 5, lest report on A i F I af-i a 11., - a t 10 Il Te s -T. i j ff F B C 1 A S 1021 - 94 _02-94 0 0 NorthVenice. FL 3427.,- 04 TJ ;,!I =z � 'dif Static Air Rresiaxre Test- per FBC. TA_ XL E. kTE RLAL CERTUX"A71JONS 0 LL_ 2. Dral�isdig No "WY-5570,11 %tileil '11i Test,, ff.. Mri TLAS -102, -94 P L Notice of -Accepianc, &No,15-0528,14is to Vision Ezantsion, Lin2itted for their C) rhis MD -A. isbeing issued t-tuik-f 1be ablertiles re gula ficsis the lis-re 0- ciamawtionmaterials.1he 1 -of"2Lprepa by=uiufa,-- 5 Adakl `1 iss�� -act Test pe-EBB C, TAS '20 1-9 4 L� Ile Inip -White'Rig"d P 0 e VC ExteriorEmisions for Windows and Doit r� lated0l&,13/15. Cn C:) > -0 E doc=,aatatioja sub=tW4 lim been reriewed aud accepted byNiam.-Daide CouatyRFER Jftoduxct Conuol Section to 04?40_5"l7_ signed and 5e A L-v mu. Nfillell RE- 5) Cyche TV, nid Nvns: me Loidin-a F-73 C, TAS 203 9 4 on 00w30.'19, (1) 4_� b-c lxmed 4,=,Nfia= Da* C-ounry aW o1herareas where albme 6 by tke AU1011ty 14T64, jU-11AC tim (Aw)� 6) T7 01cea --ft-mv 1ii w FBC- TAS 202-94 Notice of _ALc ance INci 164920�08 im�d to Vimon Ex-mas-ton Linlited for theff' CIS - M Thisl,;0_�k s�Kall, nor be vadid sifter the eIcvusifioa diatestatied, Ise 10%, T1 ae 4" .''011fln! Froduct C�' M-trol. 'Sec trol B TESTS along with uniked-up d ings and ina, on di3j- ofvinyl h-ding Zaiss door -pre- parecl, IWO Tan 2-0-2 and lighter Shades (Nou-NX7kfte)RW PVC`ExteitorEmnsions for CIO (In Nliami Dade zu ii.'Ili'isi� the AJU(iis ness!othei than 4NIfisini Di-:& CL'Ix;cr'�,':'�, re dt 11, e I i 111 1 till"Ir It a 1; e ,4 Test rej?m oc 11, �I'Jltfforin SitanicA ir� per-TBC! TA111`,�,,11111 ��.02-0 �v 11 Fenesitratiou']`�stirl, La" �, I ii�, N TL 8 49,, �i a ted i 06 "Illiliened, and ReIc"i 0, 1 '", �`fti d o w s - i a d D o o r 9 ". 6 a t ed 12 � 60 8 116 � t % rm a g o i I I �, 2,,, 2) 9 ? 2 1 1 �94 Largit, Mi;sf Irrgi;ncrt 1�� 1 f'B t 11'"J S'' jJ ,I sLaled e'v ld�aiii ci)v' - E, re, 5 1, �%Iksed on 1 2�`0413 mid 0""IL16) 3. Notice oi - ceptat Ac ice No, I' jq18,15 imittedto Vision Ext-usicin ed for then, f Linlit A A 0 suspend the use of such proiluct or material withm &eir junisdicuion. RFER reeser,-es the fight to MOVKe thi$ if detemwtd bylkliamd-Dade CountyFrodixt Control Sectimi dm ilails 3 1 Cvcfic 1W d Pre.�slne Load hl"77 peT FBC- )0_1- alou 2 with rnankes!4T drawmiz and inslaW-Um di,gran,. of vbtO sliding glass door, pie_�raredl f e_y A' infili ration- Test per FBC TA it r J. 6. Tes S2 9-4 Uniform Stalk A k Piessme Twit- p—_ FBC. LkS 202-94 T �-Broixn Coated (Painted or Lamina red) W hite Rigid PV C Exti Extrusions for Windows and Doors". dated 09,13151. cwiring on M acceptame. ff"is that pmdwtormsexial to Ct 3 by Fent--stration Teming Lab. lw= Test Repcno -NO� fn �I s"n -wed 121407., 115- m—glied =6 WHer- Reststmoe le-st- per FBC- TA F, )0`1_04 - - A Notice of Acceutance No- 16-0-12.02 ispued. -to ENE ne tM _r= ? XG!Fe es tionSolutioni, _4 - _- - "TAN3040 Tfills product is, appitovedas d ut, a CL ele, s scaled bv, ld, s Ortr�gi�a�, P. E, g�!; t rel), otl on ()2'1-244!16� 4 Largel, issile luspact Test per FBC, T 4 AS 201 -s inc for their and Ligjiter Shades (Non -NIT&O Rigid IRVC Emmior iniziludiag the Rig D F-s-cRwn wx se ries, 5.4 7 01! M, Vinyl Shdiaz G la- iss D oor (Refirfor ce d),vrlivo 9 00 & 13 .56 corners-L -All. ) 13- T kit B 5 1_ test rqo:Ic� �:u A 2 94 �J! Per Htc� 1"'4k,15' 21 unif6mn Static kii� Pressurt " "est- �� nj C IT Nr �nkl ssure Lioiadin_piei� I" C% TA' 3 4 4 0 f viny I 511G_ iag alas 5 410 cir� pirep'.Wed and'Doorii"'I" dated Is 012%12 1, 16 141, 5 E 1JSA_ Notice of Acceptance Nci 04 issued to' NER(i "Bronzt AYPRON D 0 Ctiff NT Draw -in a N6 D - 5 S 70 Re-j B. title d "Viinil it d ing G Door N OA aw- ave-em Wayer Resist;tuce Tes-t� per FBC. TAS-- 51. dated 110415- sigacill and 1�v Fene=tioii Testiaz LaIx Inc., Tesit ReDcov No- FTL 8,;- -, 6- and Lighter Shades of Cap C oa ted Rigid P V C Exterior Ita- for th, - _XI .0 _S i . e Missik TmV2c--- Tes per FBC= 41 Larg, sealed be idahms OrzezL li� E� (Test report re�dsed an 02152016) Emusions for Windows and Doors dated 0i 11 S16- expoug on 041&M I thr d last revised. on C V2 1 kmaed and -�_,ealed bv y dattd IWA an A. LynalkfWer. P.E.- Ixarringthe (""osivii- Rrlimvaonstasr4p waliflie Nrn� Ice Cyclic Wind Pmstare L ing p, m, F-B C. TAS 203 -94 S� 4 6 ��i riarced Entr,,Tiest per F BC. TA 11 _94 - 7 Test repont on I' Uradfan StaihcAkPreccure Tiest� peTFBC,TAS_0"--94 F C, TA S, 1-4 L= I I Rnpja�,A[ 1'ei Per r B 2 4 & e ofAcceptance Nv� 16-4711,03 issued to E EN' U&N, hsc� for'diew Alite Rigid PV4_ -A E x1tertor Eytrusions for Window s ,and Doors"" dated A�eciptaut: lulzber and e%pirat=', datte, k,�� the Nlialnii-A&I� C�outirsr T!ralthxt C0011,11,14 Secum 1, 11 z -31011 ularked-up d,nnVw.2S atid U-151 allatic".11 d JagratIc of 1 v]. slid,iUm, nlass door. prepared 3'� Cy W mid Pf esmi e Load Ina Per,- IF B C, "TA S 9 4 09 &17, e:tp ding an 01294 S. AIISSU X WPACT RAM�G.- La rge a nd Suiall Nfimdle Imp a c t Re sista at 4& d t I I-.-' �_1-t bvi- Fenegration. ing Lab� ini Test Revort No. FT1 8- - a ed 61 _5 -signed and along Tv-d.h ia—ked-w- dmwm.ps aad anzall;irim diaglaw of -vinyl 511 vzla_,�s door. prepared 53 7 Test reports Noi 10-002- 92(A 10-06 vai 5357- -01 per.ALST1k=MU_ L S-fte table I (sheet table 2 (shee t E� SGD iwit uzei design essum reutforcements types. 0 2 !1 f201 1�` %" bv 1�e_nes Testi-na. Lab. T-nc,. Test RVurr,-, t No FTL 66-18 (i2nicil -li-I thru A-2-1 dated A STNI D 19 -79 and A S T�M -63- 5 mW1 L,-v EX OVA to Vision, tn 6- lona or cellu to sic -and .0orapplicabile pr k"JaSs rmes,�:Gill M'Ser0ee tables,11-1 St, B-214. slweti_� 7-2) and anichof lF T n, rjuireiii in 11 tim 16, n-4 Vvltite PVC- Tan,(Yriu�v F id K"Ca licillited tPainteiii or lanlinsted) white K VZI)t�_v%sw c I est repm on 1) Air InfflantiOnj TWr per FB�. TAS 202-94 -2 �11 1".11111i'lifiarill afic-Air, I`Tt�Ativt restj,ptn 'T 14 111; 2 02 -s' 4 li" 19 1 10- 4 one ��J; atli�l '.I, rJ rge A- Cmsso, P" E. 4514nnft"d compowe flmerial� O� �Snbinhwdnwdi 4XW.11-0167,04) - 3) T`est, pe,, F.B( J,,ts_ 20_i� �4 9 Test rt-port on I) Air 1-afiltra tioa Tiitst- per, FRC- !AS 202-94 8. Not ic e ofAccqptan, e No� 14,, Wt A for their .IcKurxa� Aaiwic��.. Inc 3, Eam operable docir; must coinplywith wit cle;wmi or heigla per FFBC reTineiini as applic-able- LngeMissilielnipactT perFBC_1AS_10l-94 PW F- _AC0 TA 2'1 Unif bnn S T at ir Pressurt T _202-94 trvGhasi (Clear and'"Itite) hiterlaver expiv# ori3OT" Is. 4. Pocket wafts unae-t sepame, "mal- to be i eviewed by lhuldumr offic I fal 51Cycli Wind Priessure Loading per F-13C TAS 20344 - _1 - 3) Water Resnqatice Twi. per FBC, iAS '102, - _r - - 9 1� e 0--f _kcceptanceNo.164111.01 is�s toKm, mf Anii Inc- for their LARELM- Eachu =-- _-hallbeasa pe=imamt label with the nam. orle-go. c-111N. state anti Writsi am 6 F'OfCetll F-1i TIeSt L Per FBC�, S 20-1-94 4) Lai-ge Misstle lisipact Test pei'FB(' 'Trasifolt "traclear. Clear and Color PVB Interlay erss--. Iripinna, on ()TO&I Q, alloagwitb art d-tali, �Inslxin I I It �fii W-uld Preen e LoadingpefFBC. TAS 203-94, W RF.'NEWAL� af thii NOA sliall, be c onsAff ed a,fle�r a arm, -I a pp, li ca twu b as� be en f �,r led aud diere li M b e en ao by Ferie strati: - it Ile iise L,ib, 'I nc I 11 L 8 0 5 i VZ1ePQlL �0_ and Ift-jT, -iei,FBC_.TAS202-94 6) Forced I est- S� IN F,� sTAT EXIE!"NI'S chanze in die ap*ablebuildizig code-newmaw-I affectingthe pedarinance of this product TET6�11NATIO_N-offts NOAw-W c�ccw_afiet the expiraum date or if theitliasbeea areiisicaox chaingeinthe sialed by Ida Ortega, P_ E �Ti reporty fiI on 0_2; 15 16) 4- Test repo Adr inlHlrrafion Tev- per FBC_ TA S, N_1_24U. along -,virh =ked -iiji &;m�iraigs ,'did Mist allat ion d tagnin of Ii slid glass door, pvVaied -r Repo N by Fenestration Testing Lab- Inc_ Tes rt - o- FTL 633' (sjDVIes A- I t1vu A-) j. dated 1. Statenient letter of conflarmance with FBC_1N -*Edition ('2014) and FBIC-01 Edition (101 issued by nianufacturer. dated M14AT s*w-d &_ sv,*d by Lyna Nfinier � P,E- - III ate� use, aiislsisr xu=fac tive 0 -.-the Pf odw Of P t ocew � Mis us -- o f laus; N C �A ct Uixif -,nla Stati , kir Presstz��- Tset;t�� I- r FBC TAS 102-94 I fin 11:C X 12;106,10� sWd and sealed by Joi-ge,A_ Causo. P. E. 05itbinitted under.VOA.Vo, 11 'ter of no financial intmist- dated 04/18,17- Uslie-d lr� factizer Signect Stateriven; let automatic allytei'vninateL III is N� 3 �i I&I'aiter R istancc,'Test Die, TAOS 2,02" 94 0111 60) & sealed b, Nfiter" P;E. lection oftliis NOA slialliecause 4 1 Latilpe NESSIle Itit nrC-t T__z' pt"f FBC1 '1AS 20 1-94 P 3, Letter,offals part ofthe above test repotts. ADN ERTLSF--XfF-'%-T.rueNOAnuniber precededby the wards Cauaf�L Flondw and &111owed by the N) CN-clic Wind Pres,,�mi_ cissime FB-C TAS 103-94 CALCUATIONS P - -03S7. dated 056%17, -sagned' 1sbiijCbanda._P_E_ 4. REP-Te-st I opml'No. 17 eXVIM �17rin date may be displayed in advert-ising themtwe_ If anypottiouo-f theNOAis- dimptayed. then 11shall be - F sTesi� r L Anchor 1�ehficationc dculations and stniatual aamNsis, conVly ng ith FBC-201-r� soue in its: entirety- alon2 withinarked-up drawl-W. and insta LIM da3gnaii of iW4 sliding plss doot, prepared _,ated a -0915arel last 0'�`l 5, 16- signed and Sealed b- lyrepami by PGT a A 11, o n y G, 01BIR 'Notice tiIii: die usievb,�-the wasnif-al-rWer 4-sr its disaftion-5. and �p A 121)J4 s - Q 1-1 I'�� , I �A uld byfenestration T, n1c ab,, In Test Re orr, 'N�ij,IJL 8,548, g L_'Mlflev, P:, E, (Subnoi Wed uro der,%'OA Nv� 1,54 21A,01.1 li�� - 4 2 L of Acceptaz:e No, 15, 10,01, issued to PGT Indurs-thes, f or thi Senes 'e, B ,H! on 04 k4A 15 and 02 J,� 01- leiiii liiv� Idalniis Ofteg., P', 1:1, t7jem �re 21 Glazing conipliel; `,5570tZ7"F0i" Vin-1 Sh 3% �Rv ding GA 'Door ( inforced), - L3 TH." expiring ot 04�14::I2 1 T*aisNCI'Are,v��ip,el!&z�erwvv�r�N:OA-4'-I"t 10.05andC=44. of this par a -ad evider-ce pages E- 1. E-2 E-33 E-4. & F6 as well as aveii docuit memoned a 1%haq L Chanda, P.E. h;aq 1. Ch-tudar P-E. IshacILC auda.P_ IL E The wbwived documimucinwas revienved by Ishaq L Clianda, P1. Prii Couwai UniE 'k%p*I-ns*r Product cautrol Unit "taptutitor Froduc t Control r-uir supem, wr NOA NNO, zi-01.1KO ApTil 141 1.016 '-%Li Appra vod Dalte.U-Areh 1021 "1 2 Apprim, si 1 Dist*: reh 'ZS:, .10.1 lndxnrneri,� NA''indOWS, IIGT Indus -fries. Inc - VV NOTICE OF ACCEPTANCE: EVIDENCE SUB-11ITTED NOTIC E OF ACCEPTANCE: EX-IDE'NCE ST__B__NffTT1 D. NNOTICF. QIF ACCEPTjLN-_CE_: EI'MENCI SUB32IMTE Virtual Review Assi!t in Inc'. 1 E -idence'--tibiDitted under pre0ous subutitial E., NLkTERL-kL t('1�,",�AT113N�;;co,iidj,lt�ie) 3:- New Plans Review completed an approved for compliance with the 2020 C 7th Edition A. D&NNNIN GIS B _ASPI,4 F 12)49 ASTM D3985 ()xv AS-2,VT E A� DRAWIN(:�S by Debra Anne Klahr P 2300 L Dravvkg No- TNED-55,70.0 Rei-B_ titled -Vary! ShII Glass Deer NOA (LW stleets �-N, a A-0-4 A 0� Lt�tii 05) '190 LG_ Dmbilitp, I o 17—P sss, (Subnd underpro-ivus 7 D !N -AID-5 X0 Rev B� titled �'Viqyl SAid Gluiss DourNOA (LN1X_. sbi I I thiougb p, epared ty�� n3andhCtj Aajedlo�'L)�;-�15;aj laStieVisedon 6, Part C5 18 Th. 2,212 BTT_Tin! 21 o and 1w zetvised on 02MM_ TbrOUghl f 2 1. Pie- by inwaria dater, 11V U I,, OV-1211 0. signed and sealed'by A- Lynii, N-fillka.- P F, QWne'X R1 J154 with _A- _TM cindu ty si 61`11 Mer, P lif� -fit i�., '11', ASTD�,:f F' 124S", ASTNI t134 rp-, c C aPerilicaac ikS'TM 1) 'R n�a V IT' in 48z hr,� I S!i I LG, Foz. AS'IN-1 E 5 46 Dew D, Nore: 1"his revision ciciisins replacement od saute cNi"i laaaIL'alion &-cf-W with f lat head BI TESTS 2 . c :e1oj,Iq.Iszq_ 2 C a1146111 ined Xx 1. Test report s. on: i I Air Infiftrat inii pe, T FBC TA S 0 -9 4 aud& _V0_4 'I) T-1111dom Static Adr Preso Tt--,t � Load iaa per FBC- TJkS 20294 7 td, P coulpim—a w�ifft_ PVC -A_ 3031-13- Voluni SpeciE tion Vnion Exdfrusion& 1- U3 B. T I ESS T S L 'Nork-, 3�) Water Resisumce per FBC. T.AS 20124M for Rigid Po-l- A ChIcsid r- E-xtenor I files ficir Vision Ex-tfus L t d E _-K: - 1 bw 4) L,! ig sile Iuqkc,� Te� per F' TAS, 201-94 arl �le P '(X4 T-5. Iroall It en cztiim, Progr:X,u i S Zrontir ei tend A CAL(''T' ATIONNS L C'yclic Wild along with uzivixd�tlp d. aW irrst�m d" of all It G-T Indus-thm- Ini 8- TiBiOR LX[msi Ltd� PaTTS 114"kving with FITX-A�l 303-1.3, Nor 1, 1 repirewistatni units listed below and- tested to qualify Dowsil 7 91 md Duwsfl 98-1 silicones. istibut h7e; under X0_4 Xx r*-0409- 0-1) prepareC, by Fenes Testiiig, tabo MW Dy . Inc- - Test Re-pom,Nlo.: Y, FT14W7, PGT W5.520 PVCFiXed Window 05 in dited �� -- I - 9- T -kA.1,14, -13� 'V'ohmv Specif fol Rigst Palyviwyl Chloride (?'V�C) Exl Plofiles for iision Extn L,td---7v -1 b-v AJI v Extffior Ptuf_4 D QUALITY ASSURANCE ,Ib- a E 0 I. Nklia =-Dade Depart tIf Rep- furl�,_ C r -C R.esolwri 15ine. 1,, . P F TL10-21107,1, 210 2t PGT CA74j- Ahm Out.&%74 Casenrient V owil ( �uiiitt 8 in proposal) FIL-20- 10- Notice of Accepianir�e No, 18-121"I'l issued w" Ettere"iFe-neS ai,sc�ti SpOlulloi USA,, Inc, for jL10 E, NIATERL-tL C-ER]"HICA NS GO I 210731, PGT PW, 7620A Alluininitra Fixed Waidow runit 9 in pmpo a -ad FTL-10-11#71.4. their -Tan 30401 1111 light Shadv inon-whitell Wliite RWA PVC Exterior E_XtrilSifulci for L Notwe of Acceptance No- 19-03014.0 2 iss-tied to Kura4-ay Ainerica� 1:tiIc. f or lheir > PGTP'%,7620A Alautint-tin Fixed Window (pmt I inproi dated 0713�20_ all sipied Windo-wsand Doors". ex cc 02 �01 S "Trasifolt Ultrackar. Clear, and Color PX-B Glass hiterhavei ex-piring on, 0710824- Cz 0 and sealed b111V Idalatis Ovega. P.E., 4 11- Notice of Acceptanice No- IS i!7222.021 issue T-0117-nergi rewuntloa SolinvisI USA� inc- for "MItite A v - ed tc - --AinedcaJuc. fccrheir Nc-i ofAcceptmceNo.17 08.0- ;s K tirara� > their sesies Rigii] PW Exterior L Xtrud"olis for NA"indotv'S and Do or� 7 expiruilg on ar I1,11s]'""hito Glasli firlitit,13-vel 1� U iltiv Sell, n I (:J#i C� CALCULATIONS 1, IBC 71h 7,1111otrice ufA cce ; arsice N 4o,, 1,$ -110 0. 1 G issued t o �MVW_ F,,�"'trtsslofts; Lra'fed f or 11wir -B roiv EI P( 0- AnrlwT vetifim. 011 calculations and sinicraral anatrsis. coamplynig with 1-1 Notice of Accent It No- _10-0205.03 Issued to Energi Fen tion F�olutifm USA, Inc- for ,jonsforW idows Edition (2020! dated "12 0- Prepared ' tnannfactueL si� and seaked by - Dy their I -Bronze & light shade cap coarculd 15-hite Riggid. PVC E Extrusions for and Doci ex g on 0930!124� Aviii Lyra- Nfiller. P_E_ 2'. Giazin W-mdows,".-dDmr5_ ewicinzon -1 -a F - iiited 4- Noticead-AccepraticeNvI 106JR issued toXisio _m%kni�lLia -Ifortheirseries 0 9 ccoVhes, and -14. N D. QUALM-A,SSURANCE E, S" ATE-WINTS 1, Mininii Dade DepaAmif nt of Rtgulato.7; and Ecotionme Resoutces M EFR)� FRC E sldon 11201' dated 04i22C'10. Issued L Statenitar letter of conforinalite ti� - u :nantif2cturer si=ed and -seemkd by Anahow: L= NIWCT� P X F. ST-A.TEMENTIS E. NIATERLA1 CERTIRCATION-I and Statement letter of no finaii Interest of independe-1-mr- issued bv mamibctwes, dat 1 S*Iarement letter of coafo-rruance te FBC I -Edition (2020)� dated 02;0LL2L issued by (D I Notice of Acceptance No 19-034.1 issiked toNtlraray AraeflicaI bc� fortbrfi- C4r; z- le vy,k 18120, si�rieki anil seake 1, ntlscia]Y,� Lv Nldler� PE nx ="I'D ctiver. s igned ancl sea leid, by Ant hony r. RE, U) "TrosffOlt Vhraclea�til Cjear,: and (7�ioloj`PVB �Glaiss LOKI laing all "pr, 4r Lj�:g 111! as I Priiii�, ite, La id cip�iecl ic� i 3T Industries. Iiiiz, and 0", et I P1(3 'i I sF p enietit dated 0308,1`21�11 tWrwee:,1 Privi'ate Lalse� Dim, . - Cz O`IM4. im�ol%,ed W, and 151 IiII signed by Den, N111, Ruafk, P.E.. V7,P_ Ealclineemiz. 011 bi of a f40nCeofAcW.=ceNo.IT*M02 issued to_KmrayAmerica. Inc. f6rther --SentryGhsl GLass 1114#17lay,1111 R�3_ both ocicopani�. Men and Whitit-) egl-Ing on G. OTHERS- 3. Notice of AccW-zice No. 181-11(116.10 issaied to %pisiall Fxrnlsjolm� Lizaited fortheir -BroNI11113 White Rigid PVC Exitelfier fxtrtilsiiorkil� 1-9410,061" 1' and tsi_xdl�atc,s 'to FTW 102f.) 1�-rllf,dltion), OT HER S Coated (Pabited or Laminated) g 11"1 4 1 CIA RIB explu III,! nnss-V r*vises_� ir for NA"Indows and Dooj7;'. exTuring on 09f-30s24, 2- R E I K Te sl p te p os alks �J 9 - I 1 5 0 1 10 2-M a lspro v e d L"i 115- Is a q 1 C h a ad i a P 1: re- xp I r in -a Ihe cua�ew assoxiz PLA CGI fik!n1I-620;.,0L e: nig 4, 1 22,65 4. Notice ef Aic wice Noi 18-1104M issued Vision Extru--i Limited f.--- their Uj series -VE 100fi Tau 202 and lia-liter shades i-_\7on:-Wh1T*j Ripd Cellubw PVC Exteriot-EITMSDIW: forWwdow-s and Doorsr�et�riiirltsg cil 11-1921211, < T;kaq 1, A.-tinada, P1, Prad I C t UjTr s1iiPcilis'Or Piroliattv" eurrvl Vuh Sup+fvvor I Ptoduct ("ostrol Unit '4up-mr-ri -i�or z1116Y.E -,C�, 111' - < ExPix;iniouD_-tej Apr1114..'026; ExpirgmouDave, April 1-I E z pirui-ni jprill"U026 I Da to Aialych Nj I Approval Uave, :4. n E E �-4 SHEET NO. March 6, 2023 PA 1.4 --- L-1-1 - _ a2mx% MIAMI-DADE NILATYII-DADE COUNMY PRODUCT CONTROL SEC71-10N Cast-CretK_tL��LLk LLC, -t-CreteLISSA Cas; _LC Cast -Crete USA. LLC DEPAR"I"NIENT OF RECPI,�'LA'I"(IPRN,",,�k:N'D,f�(:()No:NII(7 KFSOURCTS (RER) I � 8(�5,MV 26 sueot:' 14.�nn,_108 113175-2474 RGINRI) okND C00E ADNIJUNIS'l RATION OR'ISION Miaroi, Florida, T (786) 315-2590 F (786) 315-21599 NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT-TED NOTICE OF ACCEPTANCE: EVIDENC'E SUBMITTED wylI iamidade.govleconom_ NOTICE OF ACCEPTANCE,,.(N Cast -Crete U SA,LLIC L EVIDE,NCE, SUBMITTED UNDER 111ZE'viOl �S APPR( )Vikli #03-10605,04 1 EVIDENCE, SUBANTIT"I"ED UNIDER PRFN,'1(')US IAPIROVIIII 4 12-02109l,12 5. EVIDENCE SUHNUTTED UNDER PREVIOUS APPROVAL # 14-0903.03 6324 County Road 579 A. DRAWINGS A. DRAW1Nl(_jzS A. DRAWINGS Seffner, Florida 33584 1. Drmwitlz No. F,946i 21 titled "Precast mid Pre..�wvssec' Lintel D'e."ils", sheel I (Y'l, L Drmilin- N FD42 titled ".Precast and Prestre � zed Linie Details sheet I of g - 1 P12, 0— 2 L Drwwing Alo. FD461 2'. titled "Prec-ast and Prestressed Lintel Details" , sheet I of prepared by, Crai�g Parrino� P E 24, 200 a?&Drcn-,!ingNo. LT4612, tifled I prepare d i�y (--,'r a �g J'arr i In o, P. E _ do! e d.114a r c h 24, 2 0 (13 a n j- Draw i ng No. 1. dated �0.3L?4103 cind Drawing No. LT4612. titled "Cast -Crete 4 61, & i" SCURE* ast-CnIg!! III", ll (k, I A? 1�,irlfel L,oadT�rl,lh's !,� 5heelis ,, throrqgh 3 o ea )y �1, prep"; 0 12 " Lb,�te,/ Sl!,4 a Load' 7"�lzblt�s j Lintel , e Load' bles", sheets 1 through 3 of3, hist revisiriir,� dated 0611"IM4, all Sqf Ta This NOA is being issued under the applicable rules and regulat.'ons governing the use o(construction materials, Craig Parrino. P_ K, duled Murch 24, 2003, hisi revi- ion 41 elaieidApril )8_ 2003 bot 1 3 of-3, prepared hy Crt.-iig Parrilm P. E., dat ed March 114, 2003� Iasi' !hroug I prepared, signed and settled by Craig Parrina, A E., on 08/119/14- The documentation submitted has been reviewed and accepted by Miami -Dade, County R_ER- Product Control dravvinRs Signed c sealed t�y Cra�g Farrili o, P. h'. - - 4 revision ckited)klarch 11, 2 008, all sianetli and sealed by Craig Peirrino, P. E on Section to be used in Miami Docle County and other areas wherj� allowed by the Authorit., i Having Jurisdiction B. TESTS B� TESTS A -larch 22'. 1' 1. Test re-lant onfiiLruivl aesting On ,"1 16"' &V, 12" Precast Concrele Linit-IIA fi"�lled and 1, N"one. This NOA qhall not be valid after the expiration date stated below. The Miarni-Dade County Product Control Ut?ftlleaf -kfodl iloziul oj'(IJj concrete -tel specimens. perIHME-5 29 prepared B. TESTS C. CALCULATIONS cc g Se tion (In i Dade County) andh�)r the AHJ (ht areas other thin Miami Dade County) reserve the ri�ht to have b.), 1pp Research Laboratories, Rc ? �Pnrf No. 304044, dared W10,403, signed a nd I� None. this prodtwt or riu: let or material fails to perforin in, the 1' 1:01 tested fin rp,vilit), dsSUT91111ce jxlrpc�ses� If this� Iin)duct I fionw?, P P' , Sealed h-V r,4, 1, Cakidaijons.fiW f rete.l.,iniels, dated 08119120 1,1, pqges J 4,201 through 14.,236, accepted mariner, the manufacturer will incur the expense of such tes6rq and the AHJ may immediately revoke, "I CA LCULATIONS' modify, orSuspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C� CALC!,TLA TIONS No D. QUALITY ASSURANCE this acceptance, if it is deterfflined by Miami -Dade Courty Praduct Control Section that this product cw material L ("alculationsjor Cast-Crele Lioiels� dwed, 0512M� 2197poge�s-, preparecl liv III Q1),,l%LI IA ASSIUR,NNC i RVA-Tiapni-Dae-le Counrtj Department qf RquIll and Economic Resources (AER). fails to rneet the requirernelits cd, the applic,ab]c Inditfing culde, Parrina P_E'., signed and seeded by 0%,.fi�I,.� Parrino, P, /H', .E Colf,,,q Deparl"Ieni lo Pertniuii�g. Environinvni, and Regulatoryel irs. y 2� calculai ions jor Cl Crete Lijuell date, a 0,51-7 9103. 14 0 pa�,�es� prepared b y Craig E. CERTIFICATIONS This product is approved as described herein. and has been, designed to comply with the High Velocity Hurricane Parril RE, s igned and sell �-y Craig Parrino. P_ E E MATERIAL CERTIFICATIONS Zone ofthe Florida Building Co& DESCRWHON: D. M ATER A-L C k R' 'IF] C,VI " ON - I [ I I. 'None, FI. OTI III APPROVAL DOCUMENT, Drawing No, FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, L Qurl/i�y _�ysiem Manualfir Cast -Crete ALwhine X. PrecastLinteisrevisedon! F� OTHER J�ollln Cast-Cre L Letter ne LISA, Inc., dated 086,7912014 signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and DrawingNo. LT4612, titled "Cast -Crete 4", 6" & 12" 2002� 1. Letter J�oin CMVI-Crete Corporation dated Februar�y 03, 2012, signed and sealed Parrino, P. E., cert��ing compliance with the Florida Building Code, 2014 Edit ion. Lirriel "I"Elblies", sheets I tbrough 3 of 3, prepared by Craig Parrino, I �E', dated Nilarch 2,4, 20,0311 last by Craig I'arr, irzc� I P, E, l co:,�t �i(� w (.,,I! vi,lilh the fi'��wieho I a,dirfing Gock", 26)10 jI0 revision dated June 12,2014, all signed and sealed by Craig Parrino, P,E_ on January 22.2019, all hearing the 11'dinool. 6. EVIDENCE S(��BMITT ED UNDER 111U�VIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMT17TED UNDER PREIVIOUS AYPROVAL # 08-0320-09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. 1) RAW I N G S 4. EVIDENCE SUBMITTED UNDER PREVIOUS lkPPROVAL # 13-0321.07 L Xone� M.ISSI"'[,EIMII,,k(','TRA"'r.ING: Large and Small Alhmile Impact Resistant 1, -1 LInfel Dcfods'7 sheet i o A. DRAWING"S -h lintel shall bear a permanent label with the manufacturer's name or logo and the Miam i-Dade LABELING: Eac prepared by Craig Parrino, P. E_ allated March 24. 2003 and DI LT4612 fifled _�N"o 1. ne. B. 'rEs"i's County logo. "Cast-f-rete 4 12 " Limel Safe Load Tabll sheets -1 rh iqh 3 of 1-. prepc by I- Xone, Craig Parrrino:, P. E., dated,tAn-c"I'l 24,, 200, last revi�,irm clated Alorch I 1� 2008, 1 B. TESTS RENCKWAL ofthis NOAshall be consider(I'd after a renewal appheation has been filed and fliere has been no C. CALCU4,ATIONS ecting the performance of this product. change in the applicable building code negatively aff B. TESTS L TERAHNATION of this NOA will occur after the expiration date or if there has been a revision or change in the L None, C. CALCULATIONS materials, us�e, andlormanufacture. of the product orProcess. Misuse of this N(,.)A as an andorsenient of any D. QUALITY ASSUIL4,NCE product, for sales, advertising or any other purposes shall automatically terminate this N&I Iailure to corn![A), vvitb C. C,kLCI [,ATIONS" L Coun�); 0qma-linent of Regulatory Re.SoUrCe's, (RISR), any section of this NOA shall be cause for termination and removal of NOA, I. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words 'Ilviiam-i-Darle County, Florida, and followed by D. QUALITY A—S-SURANCE L By jWiam i-Dade Co unPy Depar rniern qj'R egulaf or) and Econ oni ic Reso urces (PER) the expiration date may be displayed in advertising, literarure. If any portit:)n of the NOA is displayed, thenit shall lh4hfing ("OdIll �Yfice be done in its entiretv. 11"I. NIAI'VERLIkI., Cl�'Ifzlfl[ P� 1''C' �,V[7110NS F. OTI IER 1NsPEcnoN- A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. 'vLkTERLkL CERTIFICATIONS 1. None. I j, Compliance Letter with the Florid -a Buildl Code, 2017 Edition, issued hy Cast - shall be available for inspection at thejob site at the request of 1he Building Official- 1. None. Crete til Ina, dated 08/08/1'7. signed & Yealed by Craig Parrino, P. E. This NOA mv-ises NOA # 19-0�130.14 and consists of this page i, evidence submitted pages E- 1, E-2, E-3, E-4 and - E-5 as wellas approval document mentioned above, Ute --Aiclmv A. Makar, P.E., M-S. —Aielmv A. Makar, P.E., M.S. f e__�elmy_ A. M kar. P.E., M.S. The submitted documentation wa-s reviewed by Helmy A. Makar, P.E., M.& prodioct Cal'strol sectiorl supsIrvisiar P Ir6l I Supervisor Product Control Seetion Supervisor dl, f � NOA No� 20-0630. 15 I�y �NOA I� _U610. 15 1,14 0A No. 20 - 1)630.15 NO,A No� 20-11630, IS KAMK"t COUNMY - I "', _ Expiration Date: 09111/2023 Expiration Date. 09/1112023 Expiration Date: 09/11/2023 Expiration Date: 04-111/2023 Approval Date: Of 8/2012020 Approval Date. OW211"I ApprQvol Date- 08/20/2020 Approval Date: 08a0f2020 Page I E - I E-3 JUL Cast -Crete USA. LL�('.' Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OFACCEPTANCE: EVIDENCE SUBMITTE11- Virtual Review Assist, Inc. Plans Review completed and apl 7. EVI DENCE I>RlK`A'I(A.f�8 Al, 18-0424.04 9. NEW EVIDENCE SUBMI"I'TED lor compliance with the 2020 FBC 7 A. DRAWINGS A� DRAWINGS by Debra Anne Klahr PX23( L None. None- 13. TESTS B. TF—STS L None. 1. None- C. CALCULATIONS C. CALCULATIONS 11 Nrone. L VO�fl D. QUALITY ASSURNNNICE D. QUALITY ASSURANCE c,!f els 'Rh ki. L bl�v A-fianti-Dade CowayDepartment qf Rcgulajl!�,ily and&it�nlronx J?eso&rrues (RER)� E. MATE RIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L None. I- Volle- F". 01,111-01IR K, OTHER, 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by-, Cast- 1� Compliance, Letter wilh I -he Floritica Building Code, .201 f. Edition, issued bv Cast� Crete USA Inc.:, dated 0,310811 signed & sealed �y Craig Parrino, P. K Crete 145A, Inf.%. dated 08. 17� signe sealed ly Ci `g Pat xa R E. -tv -rir S. ENIT ENCE SURN D UNDER PREVIO (JIS APPROVAL 9 19-013()� 14 D 41TIE 2. llco,llnpil Lver with the fqoridllh�g . de!, 200,1�'.dition, issued b, Cost- A. DRANNTIN Crete tM, Inc dated 06/1 17 1`20, signew & sealed by Craigg, Parrina P� fi". L I)rawing Ara. FD4612, litil "Prec-ast: and Preslr�.Ilssed Lintel Details", sheet I of ,1, preinired by Craig Parrino, I". 1-,*.,� dated Akircli 2-4� 2003tvid Draililling Ne��. LT4612, titled "Cast -Crete, 4 ", 111"& 12 " Lintel Safe Load Tables", sheets I through 3 a 3. prepared �y Craig.Parrino, P-,,F,,, dated M. arch 2-4, 2003, last reviNiori thvedAinel 12, 2014, llarrhn��, 11,1K. clIn January 22, 2019. B. TESTS 1, NIC Ine, C. CALCULATIONS 1, D. QUALITY ASSURAINCE L By _rViami-Dade County Department of Regulatoryand Economic Resources (PER). E. MATERIAL CERTIFICATIONS L None, F. OTHER L Article qf Conversion.for a natne change. 4, *elury A. Irylakar, P.E., ns� ficirn y A. Makar, P.E., M.S. Product Control Section Supervisor Product sectiorrsupers Isor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Datew 09111/2023 Expiration Date: 09111/20-273 Approval Date. 08*11.0120ZO Approval Datc� 0812(V2020 E-4 F March 6, 2023 Cf) > 0 0 0 Z U) (3) 0 0 rc: = .0 LL_ 0 > -0 F_ (D Cn Cl) 7u ved Edition U) cz > 0 > 0, 0 =3 0 Cl) AO CL -0 LIJ < (a) _j SHEET NO. PA r E . 5 . -.- --- I 2 . �l � �� .,l 11L1EC;0,R;Nc\= TILLf ING a Emexl.AJE=-R]P-!G catApAwf ll- ''----------- --- - --- - - - ---- - - . I - ----- -- "k_ :' L � I ,RuLf,sr, RO, ils. iliftwiliacIl Aim T,Ll�,-T-:�;,,-Fu'1,j* 'k f A '.--,� -�-L 1� PIRMUCT F .V-ALUATI-0 Pt FX,P-QRT REPORT NO.. 20-0720.01 DATE: July 2812D20 PRODUCT CATEGORY! Sholtiteni PRODUCT SUB -CATEGORY-. Storm Panels PRIDOUCTNAME: 20 GAGE GALVANIII STEEL STORM PANEL MANUFACTURER: C40baLpf-o-toodomproduqti� "I 48W SX, 51 Street OoFlilili, FWda33314 t--P-"-.Q$E-O-f�.6-YALU-A-n(>N: This Rea Product Evaluation Raportiesued byWalterA. Tillit- Jr, PR. (System ID # 113i to the Global Protection Products, Lli Rule Chapter No, Sill Mothod i 0 of the Florida Department of Business arl Prollessfional Regulation, I I This product is being issued an Evaluation Report as described herei and Reas been verified for comphance to accordance with the 2M Seventh Edition of that Florida Building Coils, And to verify that the product Is for the purpose Intended at least equivalent to that re-cuired by the Code This Product Evaluation Report shall be subject to reariew and revision In case of a Building Oode cillange that may allied Its limitations arid conditions ;Z, EKDEN,C ,,,,.,Fr.,,$ .. _U§MffT � 5a 2.1. PROOMPT EYMATI[ON DOC - . -IJIMENT (P--k,Qj; Drawl" No. 20-176, tiled FA20 GAGE GALVANIZED STEEL STORM PANEL", sheel I thru, 26 Of 26 prepared by Tilteco, Inc-..; signed and iseate. d by Wamsr A. Tli Jr�, P, E, � rintlud 07128/2020. This drawing Is an Integral do rt of INS Eyalua�ioril Report, 0i if I 1`40"i ,A%P, A, Tqj �l ,,,, ev�� _F". �,�, A,, "� , ,- � , , ,� �,. - " r, r, F � V, A I c' �- _" , % �,.Iil�RAF'%� � . lIT .. . ..... �,&,��-,--�,i ." �- �, Ik . .-- � I - - _ A , � rod � I - - - , t F � `� a � , �4 �* � 441137 -,� - W ',r I TlIF �: I � �I- - I � , I I 1! * - 'R- i l': - 11-�.----,�--- F` E S -, � � �L r � ,,r ��'r, Z S,`?K�, 'Arji:�i;'I' "O � 1, i4`11' 1. , I . ` , "'k. e is�l ,!,T�llll , , MIA ,� ,. I - - 4", 1 11 - ,, . h35i N,W, 36th Strise. -Suite 305� Ni�aaal Fullroo. 11 ifir, - pivilir- (34115) 37 . ,f$,f: �40R;i�ti',I`Rfl,i I A NARI,pji0l" I I PRQRIIRI� 1.��,i,k"�,Ur(��,,,�rUM,K�,�-��,�Fl�j-,r.(�IL .�W-J:L?I - 2Z TEU IREPORI S� I z arge raiawle impac'. and face- I Rests were perfarriterc! under Protof ois, TAS' 2,31,20�ia�sp,-jrse,-qior�llD2i6�)fohaF�i,,,ridaBuRd�n.g(,'��i�le- Unlformst,�itlfcfawdr- as per TAS 24-12 croticuel Test re�Noll-is pferf,iiola ny Hurlicene Enval IRxii Is, Testing, Pw-:r Rep, A 9A.-509 dabe<I 0ARMIRA"[si #4t�-571, decin - -Is"r O T: ""L I " =F Us' � Isti� $,fl -T30 riI a tied On' 20,' � 04 9 6, a I � It h rule sifin ed a nd -s is a I e T1 t� y 1-trictroll, Rfir. RIIR o,! A illl'R 1 P - F , F Isl-1, t r 3,, iii rT Testi roj La bl�liracol R Re- pe ocirl 01" 210, z 32 d � aolvi Oicil I di'l �flsli,sriil,I 0 21 1,76 I I '01sil 9P8 -0,011RAialiI tl�-` Gtlt,ort Dlai-, orld P-i-r- OlOt lasl Njl�:, - 02, I E,01 -09 doted loal 4� 2 I) 00, l0grr--srl a rid SPetlee by Eclrnurvc- Larq4ao sped,: � � 'i - _ � PIE a ind His nry R--W1LTFT*,,F% P E � farnolle tasi TacTi I,IA- gu0-19"', bly (AD metaiSur".lool, Iiiii dal fdorch '13. 2(XiTi, sr-Ined airl snaled tAT Pni C-1-ate, P I 7 , - -1 Vii-4TRUCTURAL ENGINEERING A -1al -1 QU-Cj- , Fj,Qri - I--- , On 20 Gage GaliFianiz Steel Storrin Panel for il�oaxirnurn pani langll ll cl sirind baeL as el :-;I, mnvilmull anehor spincing ve, ,dasul --i li and paric). length oa"a on ravonal Ron cormpa a rod in acco r d A[ nce W.- LIT , rative apajysis, - s--,,bon 1616 0 the Floods Building Code, --alculaIlLmns prepared by Tiifaco, Ini - - a ip , .3 - _ - datO, 11/03till and 03iFl - --. sigried and selaill by Watter A� T I62 ',- ��' E 3-Mt5SIL I I M P ACT R E 9 IS]'A ' - Ill 9 A � a Ill --- -- go , C-Pre inipbet urlrdvrse-fi� Il ci�Fffils FIFOITiTIRSIL61ding Cl .as ii T, I 2 I Pro lrl-ol� 4- VVIND L0ADS-KFSf "', Gave C S - - ,all?antzed Si,tof Slicarn Panel f-as lines liipar�fied to su-Wai� Vl ir,� - I - . ArTessuil siaRltill"virp. parsal lengtri sh-alltscas hdicallirill I ... � R"'hal FS 4 - I Q � � - - M 19a 2!1�, II al,ft of 26stFIol Ewlill.,[atkin Ciop,uhil li� (P E.D,Flr CeFalf"fing III ' 20-176, ��oqo�N,��-l�iu�ini,Ainc!�:,�[��iii-�,'.�ppe.�:,c�it-[ig7.hi�[:�,)e-,iqirj,c�ic�o��i�l,�l�,i�;��a '� R ar" '� I se 'FO5 8, q _ I 1,ll� I �;,, 11 T, I'10� I'D, �?rrl) 25 I 210 TV 2RR-K if PirfP,h,ilF1 r-VvJUO1I+,r1I ()QXI�lllfllent (F'�F, i)L l draering No, 2,R)III TRil !i, lN,$h'5kLLA1"r 10. N. � IrORMli��0ur, shitil to ll:,,Q=r',:,r�i-i�,,j,5�,rt�,!Lt%�, F��T, Ovir�7ltlljafsca ��--Jillr detl,sil:lli �n,�kcated T,FFI ' T ll ill 2Z�oi`21' 1`11 siletite3fhru Ili, Ili'! �hl:-Tri',T[), '2",'3P Z4,� T,d, I 5, F.fl' Flo.6j-d EvaluelklTri I ent I - - (51,E�,f",).'�adrAw,;w,,,UNo.20�.�176', 11,11nimum, I-epaintion - c Q I a c O sca I I b e . le 6, on sh , , , . -, r 1--- Indloasel eets If, 14I 16, 26 at-sR 26 ol 26� Of PROduct Evaluall I.Filxunnetv . (RE-0.1, dr,,riwil No� 20-176. 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D.41, draTiRring No, 7.p-I 76 prepared by Tillirco, Inc- ano s� nea nri� sealeT fill, IQ , � - - J Ay"Witift er A 7 k. JTF, FZ 72. Fill may be irelaiied withIlln FflGH council on sectlriri 16202 of dot Florkda Buildir, - - I 0 -d- 7 3 FAT-oduct s�Flud Ill cie� jr-imalield injo pOored ouncri concrate I-,!(jcX slid F.Rull frame stritclums- . - PT--dil EvaPjedloo Keport P--pyrod by iliti A- TWO. JF.= P E. � -Floi-da License, 9 - - - Nil) r 44167), President at Tiftelsf, slic, (F1cl CA-ler,0611g)- .',iT'01WI,l,,,_ ,�-,-,V% i'll. l IQ ,21.,- ,,,� ,A I � � . � I 'i, A 't-,, - - - - , "-!.� , , , "A. �� 1��W,�- 7$7 -*, - - "". r n Sk , " -. 11 - � - 1, - zr 1. % I --r.- A� 1;�-- - 44167 -� � . I �� - - - - - ,�*s - - --- � �- '. -� � . :, . - � -� -�S , r. 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'kI �� f,tf'_P- �N r Ru l'R j' I AL, l ' L nj-4- T�F,�j 4�'FTIA , l� It - z r � I )--� '�N-A ,, FA,,�,� i%,- I-r*F[(()1)lF1(-'- �C ' 1'k�kkTtQtN-rj'L�r()Rj I 1,1_A '�:A,jlj LA T�Ill: FIF REPORT NO. � 20-0727,02 DATE: Jfdiy 27, 2020 PRODUCT CATEGORY: shlitil".Rts, PRODUCT SUB-CATEGOl. Stonn Pariels PRODUCT SAIIII 24 GAGE GAL11ANIZED STEEL STORM PANIEL MANUFFACTURER: Gliabot Pro.tec-Li-ctv"pro�,t,;tt�-LTL,c 4',R.MOSA`i�511 Street Davie, Flooda 33314 I -PURPOSE OF I- YALU Tti.i,s'�saPm-dixtE%�aluatir-rtR-eDo,tise-,uc-,Ji),uWAterA.Tillit,jr.,P-E.1,Syzt#--m $0 tif 1906) to the Global Protection Products, III Rule Chapter No. SIG20-3, Method ID of the Florida Department of Business and Prolessicinal Regulation, Thic product, Is beeng issu4-nd am Evaluation Rispoill as driscril,ed herein., ,and has bear wilinfiled for complance in accordance will the 20-n Seventh Edition of the Flo-pla Buldli Code, and to verify that III* prisdi is for the purpoele ints nded , let i ii a 5! a q U; Va le nt to th at re q1l 1 Ted, by t he I od 0 - This Product Evaluation Report shall be subjeci review and reAsion, in Case of OR &.0di Code singing 1; to that may siffoVl ill Imitations and corsfitions 2., EVIMNI ,SU%W1T'L19j); - 1-1. , - 41' LFRORTUCTREVALLIAMM DP(--�KJY-��F-kilj[P,E,::D.�',�� Drawing No, 20-176, fifled '24 GAGE GALVANIZED STEEL StORM PANEti shipmilsl thru 18F of 18 Prepared cy Tiliteei I ittgried and seabed Ity oill-after A. TI jr , P-�Er� dated QT127tI2110rZ1Q. This drawing TO an Jnpsg#j�pV,4!?6,l Foslusiltin, Ftai;x�rt , � , ) "'FA, ',iR lkli ,'IF hll��', T, - ,ic,\"r'�.,'1- -�,,- "I � "k"'A, , jL-rk."':,I,,L'eI"R, " I- , \ , r �, "I I L FZ _ r' A- 'i ', , - - -,- � I 1�,-,,-�� Fy--�, ,�� , I� 'l �jl '� . . -- - :I . r'l, -L ; , 7 � , � L- I �! I ,:�� -- 1�* � 1, * �: * ---- ��;�4�. . .....--.--- __: - -- � 01TE 0l, ":i 7k-11 ,N' T . "i ", RRt.jl;, , , :,��"Z I rFF, - � r L� . _ VA v, 6 155 A11k. 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I 11 �!2 I-� li�� r �H,-- - '" "" � , - r. -�':j-��'r��:::I g!,:II:!�!� � 1 - � L T L - I"" � r ��L - ... ... . � " ;I _ IF_ __�_,,� "Ill I "I'll" 11� I 11 � ... . .. L F-, - - - -- --- l�8�ll?itk��L"Ill�lila.AUDZLRU-OU-�S-CO---Zci!r,17�w ZZ T PORTS. Lan: ,a ,is, rniss to impact food testswerre parliermed uinder,SSTD 12-pa standard as , per section 4609 1 2 Of the Florida Soilding Code, Unilbrim static leads as per Se,rbo�il7O9.B,l,per�ASTr�4E-3.430 Test reports prepared by Arnerican Testing Lab Of South F-kidlia, Report # 0814 01-01 dated 03IIFIV02 witnessed byWilliam R, lslehrrer� P,E., Sortz Moroz, P.E, and Henry Hattern, P.E. arl Report Pbi� 021P 011-09� dated Febroal 2009, signed and sealed byEtinrundin Largiriospada, RE, and Henry Hattern, P,E. Large misafla firripactand.riyofic ioARIfTigs per Protrx,nls TAS 201 & 203 as per secilkin 16i of the Florida &Ahling Cocip. Test Report prepared by Amencan'Testlng Lab of South Flop da, Reporl No. 1 i 2101 - 10, dated November 23l, 2010, signed and elected by Julio E� G ,anzalez, P � E� Teriale test report I ljr-M-1-08 b"y QC Metallurgical, fti dated Match 13,2000, Ogn0d and sisaled by Frank Crate, P,E, as per ASTIfill, 5-8 and Tenallie Test as per QC Molaqull Report No, ICAM-13M dated December 1, 2010 signed aed setalle , I Id by Jeny Jaicidfano, RE � as per ASTM E-8- 1 2.3F, STRUCTURA1_15WANE � _ gRING CUPULAT1045i L On 24 Gage GatvarlizM Stell Storm Panel [or maximurn panel length we. desig n wind load,aswell as maxinii anchor spacing vil design wind lo,ad andpanel feriqui based on rational and oturnparistive analysis, and in accordance with section 1604 of the Florida Buftrig Codl Galoullarijoris Rreplared by Tiltecii Inc- dated 12'15110 and 08/271,13 (for this revision), signed and seallsid by Waiter A- Tit lit Jil=. Fil 1-M-S-$ AAMPACT R-E-3-1-STANCE, Lal missile Impact under -section lefili �2 of the Florida Building Code, as per SSTD 12-99 Staindaid and T.4S 2til, 4 . iM1!& � .- . RE-61STANICE; 24 Gage Galvanizeld Steelf Storm Panel has been verified to sustain wind Prinitwrll Makilmorn panel length shall be as indicated on sheol 9. % I 1, !'-- aflu 17 of 18 of Product Evaluation DIccurnent (1i )IF drawing No. 20-175. Maximurn Anr hot Spacing shall tie as I uji-"bad on shol 5, 9, I 0, I 1, Ij thro I 0 an d I 8 o f I 6, cit P rod opt Eva tuatio ri Q o nument (P F E. D.), drawing No. 20- 11 75. '4 G am� G alvarizold Sl eal Storm Panel has been wrifled for code comfit ia nOa to wei as a non -porous storm stuitter assembly, as per SSTD 12-99 ftindard. (�I�j' �`,, ,-'rI, C� AR � ��ll P:", I 'A"L+ 11 - 'I ,,�, � ,I�4,,,ils-i�',,6,,��l�,�,,�'"�"I Ql � � , "ll I l". , , tHuILW.X.F.v"5,Lt��itioxa"9jLTNQ-R-AULi)*I 6.jN "T Installation shall be perferived svw-fy I accordance with depsills. indic,arted On Sheets 3 thru I,, 12 thru 1 8 of I S. of Product Evaluation Document (P.E.D.), drawing No. 20-175- flifinimorn separation to glass shall be as indicated on sh"Is 3, 6. 1 3, 14- 1 5, I 6 and 1 8 of I 8� of Product Eva l uation Document (P,E�0�), drawing Nol 20-ITS. 6, MATIERIAL CHARA!CTERLSTIC.$..AN.D.6,PECI-EI.CA,TtQN5� Shelf be strictly in accordance wIth General Not" arid Cornponallits lindicani on sheet I arid 2 Fcf 1 8, of Product Evaluation Document (1-1 FE,D.). drawing Npi 20-175. Ani;hor spec Ifications shal I be as 1 ridicaseti o n 3heet ,I or 1 8, of Product Evaluatilon Document (P.E.D.), drawing No. 20-175. 7,1K[TATIDWAND MND11171OM OF USE; 7.1 � Shall be stictly, in complIvance, with General Notes Ni 1, 8 thru 14, indicated on sheet I of 18 of Product Evaluation Docurrioni. (P.E.D), drawing No. 20-175 prepararl by Tilleco, Inc. and silieei:l and seWed byWalter A. TOIL Jr, P-F� 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Code, 73� Produd shall only be Installed into poured concrete, concreve block, arid "seud, frame structures. Pirdiact Evaluation Report prepared by Waiter A. TIM, Jr- P,E, (Florida License No. 4414l President of Tillage, Inc (FIrpida CA-0006719), . e ....... �,,�- -" it;l ", il - e, �',- � - -3:,rFr1&7 `,, .: IF , , 51 . ,F, 1� III. RiTIFFL, I, . . ..... 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F E7 7 MAI I _Z� A I - YnTi-FIV -Wi;l -, I 5, U51 __ 115TY9 411I., - iia" "T" 5,Y' 5-1" � -_ Zl,�� - l ii 4 11' A", ITT ig� N - 4L -2.ir FMITOiC 46 11,5" 'r Ili :ul., n Li , I 54' 5S' i� L � ' �' 1 " �iW iii �F -, 4 4" - 1' 75�4 W - ..-' � ' V -, 3F " - I ii-l- I 1. ,� � i 75- Z, 4 IT— I jti`,�,A * ,in _��_ � L! 91 �,!�__ NAF !r� - I 1, ZV' l'i 71 4,7' - ii _E:KI;7"" a�_P_Z;1_716� _V� , Jt . F2, I 1, �_ II � 2 S'', RV, , ,,r L - -- ,, -,-I,. _. ,. 4 ,� T'd W e, �'!_ ", tA - r ]LI- ,,, I � 1-ir I I a � i� , - 1 ff�mfl 1 NA �m r 11 ��rtiiw 3ille lb 2 11all � �rls 19 P . I I I � i7l III -X g 2 . q il ", .. L W W It TO - _zi th 5 ill - , 0 1 m - 1 4 1 � 0 12�- P ,�LL __ Uj, gej r- ,< - 2 M ANCHOR NOTES- ;4 t3 I , I; I � N +QR 5 I � Tell _S TUALL,FILLiltil C , .- - '1!�Titl , � � I 1�l I C � kt I P4 If IT -, I �N L � -�,--_l Ill ,1 , :7, till . 1 a k m- 'MAXTflUm P_Lvvhlf� "TIC410A 5FAVIl ]AAA01I Aij_17RfoLi;-VViNS,9,Vj MLSfEQPJl O,UqICAI LZI ITI 5awmr 5III f"Prit r. A - lih I t I __ 1. m4wp, emilaf.0 sf � IIEVIfUL BA�1110 "I,�AfIW.11 FVI!,l E%E9 1FACff4K],, -11f �:Llzr'!,V. 9tK1,A;1lIJIT,F, - 158 9 11 f,,,,,*l_�,feL -_ ANC-cift "T Itt sl�� L_-It�_ . j nan G-31 niTM, -1-L"I ck l,_11f"k ,� il ATT,iiit �,, , T C.] " LOOT, Ithii 1OiJTtT&R WN0 Vn�_ T Sl -�,IIITAT III kITA, �3R �,iTTAI T �11 SH JTT FIJ: 'tn'T4,SF,_Ef-T - Ed 8 , CICNI, - 71all(M A -I otfl iJ"P§v1liQ;ATF T,nf0l7Tfl G - - MICON � KE 1r4.4MK - 7ni c, 'Clil T` 9 B , _1�;r N W m X 5 '4, E_ � p2ii lfullrfifl�' ,C4-.1V1,A if Q4 WNEC-, IqNj TL,1iIi0 1:x 1 � ITI,'m -mitirtifitis� &AF mism jsF � m CONI jiv-7TON �117TLT tIC tAl �-W, lix-Mutuck,; r , L F � L r fief4LB, S � U I--- t 11 0 ATT ip t It - LLNtR � - - - � jil I . I ill 6 I 5 , P,f , �- T Ai, IF,, PT,:, -A-1-1 N,. - ,12I ni_'UTT5.1,�g . d Al H AI U-1i,tif5li-It i�T,�r,A-�-'r,�IK-'EL�i,rFT�;L4I -Oiafililtl�-il , < I 4 ,,,,��C��Ecs��lf�l�5-r�.-f�Ll��."IC��L��,�---rt ErTmAn1j`jTnP;� Meff:Zaff"�T.� F.. � _nn 5 11' IN DiTi K151- �TRVI�T WE StT , i; . IT'" A;-;:-I,l LTAT L,,IL- I, '>l I, vi Vie -TO Ii J 9 giffill ST IJIOI " i5�51-r,"Sf"!` 51i tF AS WITIV, M eliecl tIcliTi ? I'WhITTIV�N]MV-11"I'lif `mOFlx`-M,'Ajui1 L,"11ITUM', eiTTIO! Z10, FfUerl Ell CR, AND T,`JfF1 Iff LLI fjf1[Tie1-tI4_ .ALL HI4Li1HT'.il -E Mr'jJtr rC,Lq4"TA.yliTliSHeiLIl ,frlfffl`JE0611211hHi .4 1 I I ; A C Ill el lay TP Al'Wille, 11.3NUIS TQ Lim", ,7, 111-10 f.; IV .- i V I�Q'N�1"VIIE 6r4Cfff)f`�' lKil �D fttIREjr4 SMAILL Of HABEII TO ON-4�,R,11,3111) WNIRE7F i 1 I 9I DHIM iff[FITINCifiMILICTI)IRil" ill '00000 FfZi0flWEefT[I1l Clli%AOJIVNII� MAY I(ARY. �TFIXI . 0 6 I I � _Moll iVTbtYWDl F.0iVi VZ'VV`fI TKAt VAST'll TIRA. INTOADII WOCID r"ING IIJF � TO KTIOTXI) K, ACME �7,4141. ,AWr " ��AIVIE CLQ$iJ A F PlUel 6 0 I Ql. 1,11fliffikt, ANCHOR's FATIF'ITI TO AAAW.W FAO� QIF STUD 1--Rilel TKILE1,C-R, SKALL 5F LOCATtO ON, C1011 lek OFNIOWMAL ',' 9I 4` itil W000STUDI 171V �03E- DISTAlf AA�rtPI 00R. liTiQ0 I A .in i if FFNINGV). WOOD STUD S111441, BE --,'--U FHER*4 Wilt' I� -0.51!5 OR GRj�AIFJI MNSM� 4AQ $CIT�iir Si �IAVI- PW(J,1PZ FAN HEAD OR HEX HEAD, j ef- I fl mv.VAll ,&TK3-fl!NT$ AW 0i PA.WI,Tf1f ALL- WlfkTj� ��Jl 4 ERA!' .5 N'T"10I Ulu . W � Wn I 2 N ACHINE irifILLVITS 10i 1. 4AV� 1� el FAI N ifill O f-fOl!iACeA�W Qf l"REA I'14 1 WM THE IWIfI7 LN i T Alf'r, Kely i fl� V Het If A TAN fil5AI ,LPJ�ILE lj�AOL AIR WAfff'T ftive�l lQMWALK 60ifT 2 IJ III .7,4 SH III MfMK,1M I�TIREWFPLI` AN], libc,IZ OC F V.Xi%V151% SIMM 0,[1, 0TI-If'rR WALL I INFS -5 I 0 I 11 " 20-31. �tr 1)_�WfZAI[ 14 AN.Ckm 6:ii6m-fAs "ill Ill fil"Iti: hei� A(.Cf F',148AXITII I's. i, � ii im,,Lfitidii4l ILCIPTINI my -------- I", I[If�AP�IJTF�',�IEN�,11�Tlf,lf�l F-,1JQT-K9-UI�FI fil,if, i�wwulri'*IE �o��,[r,l�,:5(7,i�:t�,u,,��-�]j57�,f� Wil Tf V; 1, I T ET ith the T ju r � Anne KI; hr PX2300 � � I Cn a " (1) (D I a) C_ -6--i I +-I U) =3 m > 1 L 0 L_ 1, C/) L' � CDL a- , < I 1 1: (D ." IN 0 C: , I I = 0 � P - �� ICU �' I ! 0 L_ 0- �, 11 0 , I a) �, m C.m � I U) m S. !�, ;f, 00 �f L I 9 ^ , I LU -, I i 2 < 77 I 4 � z < i . f --I n � L ' SHEET NO. SH L 1,5iiiiiiiiiiiiiiiiiii FOLD UP WEATHER PES�STIVE BARRIEP t;IT-AT "IF R IP E`n'4S7 V%iF VONDOW" NI I ILI 0 TEMPORARILY R Q, 1 E R FLASHING REQUIRE"ENTS RE'SIS a) R7031 General. Exterior walls shall provide the building with a weather-resistan�t exterior wall envelope. The exterior wa3 envelope shall O�3 ir"i 12�0 m C) (0 � 6 c r1l � 30. 5 ("IT 1) include flashing as described in Section R703.4, 'FAPE SEIIJ I[ AS5 HT A CT-11TI.- S F I I- - A 1) H F [4� f.:! 1) F Ir AS H I N 11,31 0 CL 014H 1�114I) 11,01, 1 'MOLD(�)i _00PAND 0 ?VAl- 1 BY 6 �I`j R7'03.1.1 Water resistance, The exterior wall envelopeshall be designed and constructed in a mannerthat prevents the accumulation of water CU -0, -1 L E,X :RIOR 77 ed by Section R703,2 and a means of �.vithin the wall assembly by providing a water-resistant barrierbehimi the exterior cladding as requir 0 F�Of-:F (,Ai 11, kl�N G C, E M T,, F I N draining to the exterior water that penetrates the exte Lor cladding. VIVEATHER FLk: HING BUIJrf")IN("'�'� RIA P E R I RESISI'DIvIE (D SARPIER 0 4 r D W F119" LATH R70' 3.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other 11i4f)HR DECIKING 7� 0 0- C= Jf OR I:�Tlol WI041� approved water-r,esistive barrier shall be applied over, studs or, ,sheathing ofall exterior walls No. 15 asphalt felt shall be applied horizontally, Z ,:1zkt 0 U_ SELIF-ADfIFFIED FLMSHING 4. with the upper layer lapped over the lower layer not less than 2 inches, Where joints occur, felt shall be lapped not less than a inches, Other CU CZ C) approved materials shall be installed in accordance with the water -resistive barr�er manufacturers installation instructions. The No. 15 asphatt Co 0 > IfEiND FLASHING TIE,14 IN87RWT:�ON& 0 felt or other approved water -resistive barrier material shall be continuous to the top of walls and 'terminated at penetrations and building 1 cutIfold up & teirporadly securewea ei appendages in a ma Inner to meet the requirements of the exterior wall envelope as described in Section R703, 1, C/5 Z CK rFM�slive barrier above header to allow fai .002 THESE DETAILS ARE GENERIC AND co flashh'Q U) < MEANT TO SHOW GENERAL FLASHING 2, Bdf-adhered flasti,rig plus head flashing under R703.7,3 Water -resistive barriers, Water -resistive barriers shall be installed as required In Section R703,2 and, where applied over wood -based Weather res�,:stive L AND WATERPROOFING METHODS TO arrier sheathing, shall include a water-resisfive vapor -permeable harrier with a performance at least equivalent to two layers of Grade D paper, The 3 Fold weatherres stive bardet L�@0 over head BE USED, 2 '2" flaiqhinq and seal,wylth -tape individual layers shall be installed independently such that each layer provides a separate continuous plane: and any flashing (installed in accordance with Section R703.4) intended to drain to the water-resistNe barrier is directed between the layers. Scale, NTS SELF -ADHERED FLASHING S'oELF-,A,DHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW CEMT- FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING MTALLA710rl APTER WEA1rHEtR RESISTWE BARRIER WPU EXTERIOR DOOR WITH DECK - S'ECTION A WPUZ WPM equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by ail intervening, NIECHIAANECALLY fr"ASTE RIUBBERIZED A,,SPHALT substantially nonwater-absorbing layer or designeddrainage space. .7 1 fq F 34-l"BEA-01 I70t,.[STR NFLEDED IN COR14ERS RLY56FRIZED ADHESIVE ADHESIVE F kt'IQR;�i IgEl"Ll N� 1ALI. ERE ASPHALI t: VE A E Af L Jj�: tIrt C� E 1," HROLJ'�J S -ADJq -D ___&I R703.4 Flashing. Approved metal flashing, vinyl flashing, self dhered membranes and mechanically attached flexible flashing shall be applied GEMEN T FLASHING tn tK 41 JT*-, C " D )0F_AiI4�,,;QE. , 1, 1-1 SELF-ADHiERED FLASI I PLASTER shingle -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Flul -app red mem, ranes Jr. J Ap"A R fl." U, E GE I im, VV li�, C1 'be applied in accordance with the manufactureirs instructions. All flashing shall be applied in a manner to prevent the 12 MIL, DRY1 OK CMU - MASI RLG(_'K 7 Cf,�UAIL',I HUI PNO"J'I ;_�,Al Jn'i used as flashing shall ------- - ----- HE 11"R r 0 1TCWVCW EXTRffiME entry of water into the wall cavity or penetration of Water to the building structural framing components. EL R 0N 1-1 F M K�A t -adhered membranes used as flashing shall comply with AAMA 711 All exterior fenestration products shall be sealed at the juncture with WINDOW RELEASo PAPER I L-J—] Self 4, -C PL A" VF TORE n 3�_ -ft�F_A�fFRL H� NZ, , - - R,�, the building wall with a sealant complying with AAMA 80.0 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 0 SrEi _A,01"EIF�r I'll F� A CIHZJ�_ IF jLCAN' 1 SEALANI A 11" PELEASERAPE X IF E NID A ;�[�HEZ AS contraction, ASTMC1281, AAMA 812. or other approved standard as appropriate for the type of sealant- Fluid -applied membranes used as 01- -jor walls shall comply with AAMA 714 r,')t1TS0F EDCiE CF MASONRY' 4) SF"AL ANT JCqNT WINDOW EKY,.K'0�' N, 81(!J1 flashing in exter n r Ved flashings rHRES,1I , - m . The flashing shall extend to the surface of the exte wall finish. App, o tooINDOW BUCK MB�� R�rg��I�rj� 1 2 0 shall be installed at the following locations. _n, 21 SEALAN'151711hl 11 5o SFALANT FRICHIA T INSIDE EDGE CY a -)W VP WlNtU WINDOW p4UCIK i�:o! _," '11 q ACROSS W.NDOlib 1-h K,LIK No T WIN 1, 1 Exterior Windov., and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTE J DOW PAi4tE 4: finish or to the watef-resistive barrier complying wft Section 703,2 for subsequent drainage. Mechanically attached flexible flashings ',,q��Ik , "", % �N 4,<,� 11, " "" '11,,� a - A�', - PER COI1�' " `L� ;, 'A A I AC N MAsONRY--- 'LF: _ADWME0 U,8� IPIP�3 All HF0 _-N _7� Ni� - all comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the A) TOCI SEA REQUIREN104 N9: LANT L: sh _kt BEAD RRIDGING followirig� CLADDING AND WINDC. SEL. b MAME -A The fenestration manufacturer's Installation and flashing or for, applications not addressed in the fenestration Z, Z____ 3) SEALANT WINDOWF RAME T NA I I 04(1:F LAiJ C;V�L WINDOW BUCK ALL THEWAY In 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions, Where flashing instructions or details are (;Z11 ;NCLUDINC, SiLL. 1 -ter to the surface of the exterior wall finish or to the water resistive barrier for, subsequent (2) 6 not pro ided, pan flashing 5hall be installed at the sill of exterior window and door openings, Pan flashing shall be sealed or 110 NO T FLAS,f 1, 43VE R sloped in such a manner as to directwa U ER drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 10 _-ND DECKiNu tSFE DEI-Aft V,90�1) 2 7 FLANGr. 1 1.2. In accordance with the flashing design or method of a registered design professional. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF-ADHEWED FLASHING, SELF -ADHERED FLASHING WP 13 1.3. In accordance with other approved methods. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 1-4 in accordance with FMA,`AAMA 100, FMAI AAMA 200, FMAIWDMA 250, FMA/AAMA1WD:MA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE WP04 W Pt' 0% 5 06 ') ? on both sides under -.At the intersection of chimneys or other masonry construction with frame or stucco waftwith projecting lips stucco co�pings. 3,3.Under and at the ends of masonry, wood or metal copings and sills. 4,4-Continuously above all projecting wood trim. EATHiNG 5, 5-Where exterior porches, decks or stairs attach to a, wall or floor assembly of wood -frame construction. 6� 6.At wall and roof intersections- 7- 7.At built-in gutters. water Re�mtanl BiartseF ILI JAMB, SILL AMHEADOETAIL FLjkSH1J14G APPROVED SHEATHING Sheathino APPROVED HOUSPWRAP - THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL PATCH FLASHING AND WATERPROOFING METHODS TO BE USED. SMUCTALATH TWIN TRACK 2.5 12 MIL Inn) DRYLOK EXTREW_ W4'CEMENTPLASTER JUL 032023 f 1 Xi - _4 . . . . . . . . ..... APPROVED FLASHING T APE DOI E 1,r SEALANT SOC KE'T WiTf 4 r J01S Tlent Plaster TOOLED APPROVE'l) SEALANT 7/8" Cei 7/8"' Cerrie SINGLE WOOD BEAAA1, I accordance with nt P ter KAST E :i SHNG ASTMC926 in accordance wi it t F 011 PI! CHIERED FLXS SELF -ADHERED, FLASH N ;2d, ASTMC926 4 I I irtual R sist, Inc. -It backed metai iew Assist, Inc. Fc t bar 4view c pleted and approved larthe in accordance Fel - kekh?t MrN L-W withASTIMC1063 lathe in e wit the 2020 FBC 7th Editiob N SELr-ADIIERED SELF-ADHEMED ASHING 'Building Paper ne Ktahr FLASHING with A bra PX2300 4ro e i" 5 IP"O c�:�N- building Paper 7116� 03,8� U) 7,116" (ZL&R sheathing sheathing TH SCS 0602 WINDOW FIN INTERFACE W! SELF -ADHERED FLASHING SELF -ADHERED FLASHING X P I FOUNDATION WEEP SCREED Metal DECK JOIST I SIDL-r" ClDRNER "08 _,�,J :W EXTRUDED SHOULDER WP07 WP WP09 Flashing Wee V_': o Screed V-, Installed As Per 2)(FRAMEWALL-______,, Manufact. Specs. F QF LEGEND Maintain Stampede or sim'.' r SELF -ADHERED FLAO IN JIV _T_ V 'U 'R `0 ��L,Ini,18111NG (SAF) FI'NISH.r_... I: - Bottom of -tionn SHIF ADHL I- . " I-. Cauk bo P R OU" U CTS D ET I LS F- PILP:44E I DRA44AUE. PLAIOt� (DP HEATiIEFR Rf: ANT Weep Screttid joint only < MATTER VWRB) UJ "'qE_�,'� JrrER RES]" 1 1/2'� to 21" BONI), BREAK 97ANie 13ARRIER-- r 1_� - - x-, .,X REAK -0r WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO r _ I �ND BI- RB SELF FURRING -,I LATH Above Roof Weep Screed I Z' DUIROCK ..... ..... PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTER -r- - SORY Sheaihing Installed As Pei, <( RV wA ri.;NG 'OSIK, FIL--fliII DEt,93GLASS Manufact. Specs- r ly, . ......... _A Z Y ICU "PER PLAN > WRAP DP WRB C1114TO Detail Instructions 1�-WPERPLAN 112" Cementitious 0 Decorative Finish Refer to the number marked as (# . in each detail that corresponds to the Cement Plaster ViRFACE III,') TO,'- OF ARGF � AN I R -dc numbered items in the list of instructions below'. AS Rn accot ance Willi AS I'MC926 All inside arid SLOPE F 311 wood 2nd -adhered flashing in order as shown by numbers outside corner will floor 1� Instal I self 8"CMU need to be tiller 2� Install fl! ashing and weather res'stive barrier to form water shedding 4P OR F, CMU laps cut and caulked all (PER SEAT DEPTH)_,____,1 butt joints need to 3. Self -adhered flashing can be substituted for building paper RAL i Z Z < becaulked us� ng 4 - on demand, 4. Split the release paper using the ripcord (Split release FILL WITH GROUT - ----- mpede or sim. embedded in the adhesive layer) - for ease of Installation and to TFIrS (1*�' IS A RIESU-1 IY caulk for all tE -, - !`� , d. ' ' ' L > 0 4 W _J minimize scoring cuts NARAZW SHP%S� E DO W,,; SEAL, �CL .5. Remove all release paper per standard installation instructions arid F_ PLANE I0fiZB W adhere to substrate using a square piece offlashing material (IT, x 6" W Ul BREAKWRIEl Minimum) SLOPED MUD BED NGICEI SORY W & Fold as shown by arrows W N - X 7� Angle of corner may vary, adjust folding of the flashing accordingly to A zz CD A fit tight to corner VINYL SHOWER PAN 0 Note: 4 1 V CIO 1111I UJ 8. Mechanically fasten as necessary The building paper and metal lath must be: St stalled over the top of the weep screed. Cement i n L= 7-- '1 ��T 0 P H, Plaster Z -PACKriL7 over, block A M3FAI, Apit 11 ist floor Z CE.Alrli� I fI OUSE FINII,13�, t < -------- SHEETINO. WEEP SCREED DETAIL SHOWER SEAT F I - l T `C A i T I L E V E R .J IL\ WIP1 1 WP1 U. SCALE� NOTTO SCALE WP1 du It 9 IL TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 311= 1 1-011 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED_ hip A4001:14:1 — HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8" —>< ROOF SHEATHING PER PLAN---. 311= 1 1-011 31 u z 00 HEAD WALL R. STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER SHINGLE WATER \ RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYONL UNDERLAYMENT ROOF UNDERLAYMEN TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS ItA[oxi_T-11f:IL STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-- y' I ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > �. U WALL FLASHING O O �-- R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED s_ FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O O. FIBER CEMENT SIDING PER ELEVATIONS O WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE cu �- PER ELEVATIONS WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � -6-1 � � a) WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. co,cu cn SHINGLE WATER SHINGLE WATER - RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM 0 a)O O RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 25- C WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O V- OVER FLASHING c TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O `aCU — cp STARTER STRIP FLASHING _ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O 00 °O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cu ca. cu FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 U) Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER, THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO - PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN co PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE ROOF SHEATHING BARRIER IS DIRECTED BETWEEN THE LAYERS. PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED RAKE WALL HEAD WALL RAKE WALL AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 12 3„=1,-011 W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING--_ ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN ----_AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: CO STARTER STRIP °' STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT— THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT 21 FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION _ 'Z' CLOSURE INSTRUCTIONS �► co 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A `t `o STANDING SEAM METAL 00 REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS— 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 3G0 OR FMA/AAMAIWDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. CONT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. _ ROOF TO WALL — STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 311=11-011 W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. cn co _+__j 1, (D 0 c- cn jut ®3 202 cu O virtual Review Assist, In ved O U Plans Review comp feted and ap for compliance with the eK ahDr pX23D0 Edits®n O by Debra Ann L n (D +� co co m w z z J d SHEET NO. WP 2,0 4 _.. I - _ L_ ] 31 !I. ..a STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--_.,�� WEEP SCREED HOLD 114" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN ME& dmwoli WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING----_ CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL----- PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN —-__- ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS �T1 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 4i HEAD WALL ROOF PER SPECS 4YMENT :;LE OVER 3E ]EATHING N 3E FASCIA HERED WRB TO OVER WRB ON !LOW 1M BRAKE METAL WRAP �CKER ROD SLANT 'J' MOULDING 'F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH .556, TYPE 1 (TYP) IEATHING PER PLAN RAKE WALL �mI:o FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASH CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT" ro NDERLAYMENTTO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN ankgA" HEAD WALL WALL SHEATHING PER P FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING -----. LOCKING COUNTER FLASHING PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---_ CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----___. 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLAN--------,- n% FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. wu - 0 3 I'll VirtualRevrew "rovea completed and av th Edition plans Revie with the 2020 V66 far comp pehra Anne I(lahr 9�2300 N N U N L C) N c Q co O -00- c O O O Q O O = O u- ca O 0 .Ln � N '` � CDL cu 1O co Q -*--a Q) Cn ca 0 Q U L m m x SHEET NO. WR 2,1