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HomeMy WebLinkAbout6429 Ten Acre CtABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRIG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONIC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL 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 = STAIR CALL OUT HEIGHT OF STEP DOWN FOOTING CALL OUT - STEP DOWN Aa = SEE FOOTING TALLOWY SCHEDULE ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW A;� ELEV NUMBER A9 �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 <--ELEV NUMBER LG-2 0 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 -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 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 El HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 0 STAIRS - CHAP. 3 0 CHIMNEY & FIREPLACE CHAP. 10 0 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR. A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1450 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PAII A PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS ktCtlVED OCT 0 3 2022. vr-) AA'�� 2022 VIRTUAL REV!tW ASSIS' Virtual Review Asa°r' ;6,c. Plans Review coirple�ed and appro,,ed for compliance with the 2.020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. /N >o LO - o W L .= -.0 C'? U cM-'t N V Q�co M lo/slow Z) O t p0 2 O Co O m •V) s C) Q V w �� N a)o EM70 W aLLj �� Q pj WOF- J ff~z� C� W Q cr:�JQ0Q J 0LL00LL 0 In to p J — 00 aU)W W W- 0- gz0�00Mzz 0 W x D cn W W x J CO O Z QOWO�~�Z2YO¢Q0¢ OQ o Z) 0Q<x f- LL O N 1 N LO L 1 � 00 UC O 4_0 O L Q !f O O Z N OF- 5 ti 0E-()O Q U M L8 F- I cM 00 z 3: Z U F- WW A I®® I®I 0 O O N N N O ` N O O - O z 0 U) WQ o 0 > e- N C6 w 0 Ln INNS Z� zZ QW Z W z 0 z Woo V VUV5 F- :)z5; 0 0�o Z a1Xa = w=� F-F� ot� <� O gLuX U W,_ az �z H2 CS LAST PLOT DATE July 15, 2022 COVER SHEET Q z z W J O N O OU ELEV. AT 0'-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) F-11 0 v 0 v O ;r 0 v M o L 0 cn ti N 0 v 0 ;. U � oO a r- ELEV (-) 3-1/2" 30'-0" 4'-0" L 2'-5" 1. T-10" 1. 3'-9" 1A 4'-4" r 7­7— 5'-4" TT71 2'-4" I. 1 4'-0" 15 I II I II I B I I M 2 B II S3 I I I C3 I II I II I II I I l II l ~ U II a W I I l 0 > I J II Q > U) I I l o) - ca N Q >I I I I aow I ii I 14 l --- — —N W-N ZI — — — MT 0 �� �-- --------- { b � 1 = a ' J l (n I N U .� Z I I I I I - 1I 11 I W I --------- ----_ J-T I W J I I I I I I l 13 I 7T I I it II I l � I I I I I I C, l 10 l u ii I l II I I I II 11 I II II I l I � --I o II II 14 --o ----- —J L— -----------� I PLUMB. I li I II II �}- -6'-31/4"-- -2t-6�- -77--�-r-- ------ -- LAV LAV i r1L 1 1 8'-5 1/8" 7 -3 3/8ELEC. CONDUIT SINK/ ELEC CONDUIT II 4_0 O I I01111 �❑ lI II II I I l l l4 I i i 1 4 � L�----� 16 l 14 I i1 I 9,_2„ ---------- - - - - - - - - ---REF.---�-i3 II II II � II I 11 I1 11 I � ii l II II II --- -- - _j L 4 ------j ----ter ------ ------ r- _7I 20'-6" I I I I I I TUB1 17'-7" I 12 u l W/C I II II I I II 14'-10" I l i II LAV T-T Ll C3 _ II I -- W 10 11 ill 14 ii ll 11 K 1j 11 l S3 i ii c l I K LIT 2'0" �e I l l I S3 AAiH, EF2 ' ELEV l (-) 0 -4 7 tL _U_ I ill a� I 1il B T-5" l-- N-------I---------- �` 3" 1' -0" l o� I 14 a d 0 i 1'-4" 3,_011 1,_8tt l l I I 14 v ( I l I 31 aB, u- o d L I N J 1'-8" 16'-0" 1'_8" 2'_0" 6,_8„ of 19'-4" 10'-8" 30'-0" FOUNDATION PLAN (ELEV B 1 /4" = 1'-011 0 v O O N 0 0 in co 0 0 t 0 v 0 M ` o J ELEV -1 0'-3 1/2" Lo U H ao a� ;C4 FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL © = 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 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 04 ICE MAKER LINE SINK - KITCHEN 6� REF 7� WASHER 8o W/H 90 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING @A THICKEN EDGE 8„ x 8" DP (1) #5 CONT. © MONO FTG 16 x 201DP 124" (2) #5s CONT. © PAD SQ x 16" DP #5s 6" O.C. EA. WAY p,UG 2 � 202Z VV\ VIRTUAL PEJItW ass15' Virtual Review A� , e_;.ed and apt,,%,-"ed plans Review cO"r� compliance with the la r PX2300 th for Debra gene Klah Edition by � t j t s t/o` U N L ; L �M E O W L M cy W j 2 o rnrn _p O V/ ._ .0 u 6' m Qo tN U w Cl� �c W 7C)a L a a 04 o N LO O 00 W) �4 Q � Z t W O w Of 0 z Q w0 w ,F_ w jwm0 M-j W it�U)0>mUQaO O <�JzI 'L0 2U 02m00I-J Q-� O a(0o9ozoFoomzQ O Z �t>zYOZZLLoWwz Oa (/� < Wmf—H oQ MYOQQOQ o 0 oQQU. t- U. i O O Z CV OF_ > vJ 0 M o (L Lq U-IT Q W Q H W a- M QUaoo Z W Z Wo J O co mi "qT INK INK t� O CD N o N �� N N N 0 N N CD M O � O ' z O W N ILO LO oOo�; M' c ♦^ } W vJ <Z QZ W O W moo M - O U UUU F_ O ::)Z> O�_ Z a�a Q O F- WQ 1.r 1 ~ WWLLJ M ~ 0~O '—i z O c=» ~D . . N O z(Xo Q z U gZLL W z LIB Z F OU 0 W Z z z W J O 04 C) LAST PLOT DATE 04 O z 0 J MONOLITHIC FOUNDATION PLAN B 30'-0" 13'-9" 6'-4" 3-1 2" SH 25 HD AT 6'-8" EGRESS 7t, / C7 5068 SGD 2868 L U � / H.B. ti ti i N / OWNER'S SUITE _ N / 15'-8" X 11'-11" ao / 8'-0" CLG r / o / o�/I / GREA T�ROOM 14'Al� VAULTED A/ / 6'-0 5/8" X-9 1/2' 6'-3" / 12'-7 5/8" 0 2868 N � — — — 2.5/12 VAULT. ' O. BATH ; N 12" DP I CLG N 8'-0" CLG (5) SH f-ITP W.I.0 I 8'-0" CLG iv TB 36" x 60" I cn r SHOWER I ors Co PAN Orb DRAIN DINING CP 10'-0" X 12'-6" M SHW HD m & VALVE I VAULTED �zo ZN — -j fn Q R&S = u- - a= m N o� c 4'-2 5/8" 7'-3 1/2" I LL N 00 (V m I CPT. CooI C L2'-O"4 ILE N z. NBEDROOM #3 I � '-6"118'- X 10'-1"v I C N N v) 0 D8'-0" CLG rN Q (w90 o z0o U Z=_ i' -ow`NCOw 30 <� F c� 0-12r`- -LT.c= (9 ao Yw1 V-6 1/8" `'2'-3 1/2"DW;i, 2668 6 co U 10'-3 1 /8" - 2668 '-3 1/2" 3'-9 3/8" co7'-11 1/2" 4'-5 1 /4" N O U) Q " 8'-0" CLG ow 668 REF _ (V BEDROOM #2 N N 9'-10" X 11'-1" 5 SH - 8'-0" CLG rrr�W-1 MR ,� H.B. _( I ao TP TB ° 1 H ►� I BATH #2 IFA —m I U N 8'-0" CLG 3'-2 3/4" 2'-9 1 /2" 00 v otS O M � N I ih N I O M O � o• r INSULATED 2.5/12 PROTECTIVE -°�° VAULT. W/H BOLLARD I — — — — I WALL � / \ CLG L J 'j� 20 MIN. RATED r� 00 J DOOR W/ AHU PLATFORM WEATHER 22-1/2" x 54" ATTIC ACCESS STRIP $ oUN�G FOYER' K - WE. Oro 4'-4" X 12'-8" S3 ��� `L VAULTED SHELVES IN to LAUNDRY AT r- HANSEN co BOX DRYER D W VENT3-1 3" 4" PADDED FRAME WALL SH 1/2 33 HD AT6'-8" _____________________ I LINE OF GARAGE IN I I OPEN POSITION I 1'-8" 4'-4" I I I I I 6,4„ 4'-8„ I I I I PORCH 8'-0" CLG II------- 16070 1 1 1 1'-8" L 16'-0" V-8" 2'-0" 6'-8" 2'-0" T #1 11 19'-4" 10'-8" 30'-0" FLOOR PLAN (ELEV B 1 /4" = 1'-0'1 0 N Ln N N 0 v a0 zo v P. 0 i 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 8 EXHAUST STACKS BEYOND THE FRONT ELEV ROOF FRIDGES, 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 O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ 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) AUG 2 0 2022 VIRTUAL REY1tW nssls r�.,ri gi 10. Virtual Review R�:- Fen an app,ro`ved Plans Review c0'1'r compliance with the 2.U2 r PX2300 forDebra An Klah Edition by ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O d1> , £;' YwvJp Ln Go LO o Q �. r•5��h.�+£tom{~� A 15905 w , T �CY� - - Q ^1 " E 0`' W L o C) d _ N � c r 0 O 2 8 },L o ��6s t .^N`` w Q: 7W V L �o �� C ^ a a W U oLLIw vi wow 1- ~ _j (r z [r<'0p2_jO X Q Q I- U F-. Qwom :3 _j DUO zLLO Z� _JOF-¢¢ Cy(40 zO�00mzZ U �yy V O fA 0 O Z JU' a�ZYe ZZLLOWOWa ¢�WOgHF-gwp2U0Q 0M D oQZ LLQ O �QLL i O Z CN O >(U)o f��cMO Q M� �U)L.L� W tf F— Of fl M WC00 Z U Z ?� W WO J O (0 I ' I I I I I ' I O N No N r 0 N fh 0 N r C,o O I : ' I ' z U) O C)I N �M 00 Z~ � Qz C)zw �1--+ ♦"' O W U W O O UUU p OF-o '� Z awa 0 F_ w=Q F- O zOJZ to . N O zwo C)zQ z u` az 31U Z F— 0 p a ofC) Z Z o O LAST PLOT DATE z J FLOOR PLAN B c u ROOF FRAMING PLAN (ELEV B. 1 /411 = 1'-091 6'-0" 6'-11" 0 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE 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 AUG 2 n Z64Z VV\ VIRTUAL REVIEW ASSIS' Virtual Review Ass Plans Review colr , i­,- c' d appi-co-,,ed for compliance with t.-,4_ t=BC 7th Edition by Debra Anlle Klahr PX2300 HEEL= 4-1/16" PLUMB CUT/ 12" 5.9 F 12 12 Z�lk IF. 2X4 LABELED END MARK REFER TO ENG. PACK FOR TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 U CJ11 U U 1'-0 5/16" 1.2'-0" I, 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING ATTENTION! DON'T LIFT SINGLE TRUSSES VATH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 NY Span or less 30 to 60' ade / 80 degrees Sp re 1 or less 1 112 I 2/3 to t/2 1 line F span approx. Ta Gne span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY 09 DESCRIPTION INIT. DATE Created from BID 6312288A AS 8/62015 REV. ENTRY & ADD HIP @ REAR SHM 9/18115 KR Add Vaulted ceiling in Great nn, nin then Fo AS 12/29/2015LC9 AND FBC2017 HAB 12/07/2017RE-CALC A7G B.C. AS 7/23/2019LCA JTH 1/4/21 LOAD# DESCRIPTION INIT. DATE N alts I revision blodc for alts only. CARPENTER CONTRACTORS J OF AMERICA 3900 AVENUE G, N. W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B 1325 ALT DESC OTC : LOT 1331 BLOCK 40 DESIGNER I PAGE DATE 1 8 O6 2 )15 1 LAN �321594L SCALE 1 4 "=1 ' C` N N N - rFL LID OD LO mod- �• 0 w 0 za ^N N LO ; E �M _W L U �MN N — } In M in �° ! M C E =o 28 O LLo Q � U � a� a _ Ci � �L1' LU a; TN L o En a @ C7 W 0 LLI C/j W O H 1Yz2J<0QW<,UO JO Q0<dXJ(oZmooH— ,0 OzzQL)1. ,96WM� fZ WA Y Jjj wOwZQ�gz (o LL U)QwOW 0<o LL IR 0 z N OW z M O Q M LO _j U) L1 ^ P z < W Li') F-- W a (Y) ao Q Q Z U WQ W J C) I I i I I i I I O N N N N O N O N M o N in `p Z 0 N U) W o O O Lo �l , L > .— N ri I 00 �^ Z� VJ Qz w O 0)O w_ Woo U U U pW_5; H 0 Z aixIa r- Q = w=Q mg-W 0�0 �0v w N 0 �3:2 Z0fo Z U gZLL . o_ z U 3C Q F- U _j O _p W z z z z w WC) 04 0 LAST PLOT DATE • July 15, 2022 Z J ROOF FRAMING PLANS B 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 CALL. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. To VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS -138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA/ FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT AUG 2 6 VIRTUAL REV!EW ASSS, Virtual Review A.S�"S"and Plans Review cc't for compliance withthe2020 PBC 7th Edition by Debra Anne Klahr PX2300 ROOF PLAN (ELEV B 1 /411 = 1'-011 N N _ O l`V ♦ �q� N 1 O -}" G �', i .i 4 00 uO 0 W o_ 0 z E o L W 11. .-p M cM � m N V -0 Q► Z .O 2 S .�. E C o m U pg < w I 1V) Cs? L Q C co c 7W� v n. _0 n ❑uj uj WOF W F W J W 2 F OWhQ It _jwgzw Q I— Q d (D � XJ�I�LLO0O Z2H¢ mZO_0ODQ JOQ WW�WWWV5[rZ Ww z(r¢oppm_z�wwO¢Q O Za O IL Lj_Zr¢ Oi �OaLL¢ O LL f 0 Z 04 O� 22 ti � M O Q M � �U)L.Lti c'M Z V W W JQ 0 I I I I I I I I I O N N O N O N N o N N O M \ N O — OO I z O NW o 0 o I I I I Lo > ' Cr ♦^ ZZ ♦/J ¢z w O ♦--� O W v 000 (.)0u) O Z)zj Z ODD ajxa Q 0 = W=¢ Lf) mitW C� 2 �o �O : W�� N Q O V goo WW Z az z (0< ZQ � 0.0� �m z A4 ¢ z W WC) N 01 O LAST PLOT DATE z -0 O J R001:= PLAN B SHINGLE RC 1 1/4" THK x STUCCO BA 5/8" STUCC, OVER CMU FRONT ELEVATION B 1 /4" = 1'-01 1 REAR ELEVATION B 1 /4„ = 1'-0" RIGHT ELEVATION B 1 /4" = 1'-0" ti mo LEFT ELEVATION B 1 /411 = 1'-0" 5/8" STUCCO OVER CMU y .EV AT 8'-0" T.O.M. :V AT 0'-0" Adk FLOOR FF VGLE ROOF ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU ELEV AT 0'-0" 1 ST 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 5 �a1 OVERHANG DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING b` 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 RIA11 _ 1 1-ni, 5/8" STUCCO OVER CMU bo io A5 �ICMU COLUMN DETAIL 7ARIA" =1-n' ELEV AT 8'-0" T.O.M. 2'-0" ELEV AT 0'-0" 1ST FLOOR FF A5 ELEV AT 8'-0" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO IN ' ELEVATION DETAILS a = 1 -U" 5/8" STUCCO FINISH --- ASSUMED GRADE 9 ELEVATION DETAIL puG 2 0101 W ASS S e atv't ���,�+ and aP A� v,�uai Rev ie'�'`` ' r, '�,e," , �G TV, 1��`. X23p0 p ians i�E� �; ith the for oomplia��eb�a Anse Klahr P d'►tion by 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) N N 0 N f O Go 'All 'I` Lo w ., O 0 z Q A� F > O o W } L ` �o �? U MN N ) O M M � °� 0 AUA, co W j u o _p Oro m0 Q U w Q;� L co EM TW v — c. 'a w w pLLI Uj w0~ �� ; m< z� w O= � O� w� LL U O � O Q Q H J p acyx zm O o sw2§OZoR000moz LLO J- 0 (� O O Z wwaj55wwwv5ww<o ¢�WOg�vnZgwp�Up¢ =, LL OOQ o 0 oQz¢�Q LL FALL it O Z w 0I­_ 5 0 CIO Q U) CM Lo M U ti I— W cM 00 zv� W w JQ O I � O o N 0 N 0 N N p ' z 0 No o c Lo VLo > � N M �/1 zZ vJ Qz O zw O LU W O O U O U O W F Z aa0�a C) = wwQ Ln 0 tw m~O E- Of ZOM Ll.l < !Z z) . . N Q 0 zwo r Z az (1)z � OU a MMp W � z z z z w W J 0 0 O LAST PLOT DATE • July 15, 2022 z O EXTERIOR -- ELEVATIONS B PORCH ELECTRICAL PLAN (ELEVATIONS A & B 1 /4" = 1'-0" A/C DICONNECT WP GFI 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 10 #15 copper to lights & outlets NEMA 1 _ 0 #12 copper to 20 amp ckts 200 AMP 10 #10-2 copper to WH 10. #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS p�6 2 � 20tc VIRTUAL REV ILW ASS is' r Virtual Review Asp=". ,vied Plans Review cc+r>>`j� 1�� R and a I✓' for compliance with the 2020 FBC 7t Edition by Debra Anne Klahr pX2 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH CO SWITCH- 4 1/2" DOORJAMB— DUPLEX io OUTLET i� TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz q1:_— 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 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED -�} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -- CLG MNT LT FIXTURE { CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER �8 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR cU-18m UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 5724:R 24" VANITY LIGHTING F;_= 36 :9-uR 36" VANITY LIGHTING ;;;;;--4848" VANITY LIGHTING ® EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION IlVbb:l ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR IM A/C REGISTER ® THERMOSTAT 011 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. tea•- F 4. 0� - w ♦ V.. �� ks t1A a e q ( 1� _ i1�isJJ *h E (11 L 0 M 0 W ' Q )N ? 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ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURFOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, ANC RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS 1S LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. AC1301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. AC1530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2 ST AIRWAYS TAIRWAYS AND LANDINGS 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND) IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + W L 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-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH-7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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. T THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 - C ncrete overPou and mortar along the foundation perimeter must be removed be ore exten0 sol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/_ 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V =145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1V 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 /". 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. AEG 2102022 JIRTUAL FEJItW NSSS Virtual Rev!,""'ter; and apE:+'`red Plans ReV:ew GO,r',"IF3C 7th for complial'ICe with the Klahr PX2300 Edition by Debra Ann N N O N in rr'1 `Z > LO O ao sr . ® Q ' A'_' �� Z W LU of 0 z a W -0 cl U M N N V C E O t 0 o o) O r o 9 Q "N W n Q.N C ^` W L 00 EC O °° aQ -0 WQ UQr W LLi w W W J W 2_ 0 wh � 2 _j it Z 0 LLU0OLV of z��of Ozmo1-Q Qj0JZ2 O (7rirIOOR00m0z o'ap_Uj zFnLLz U) 0 Z _ja->WWW ��wOi�05 w6mo a- 0C � oazgQa ,La 0 r`aLL 0 Z 04 O� C ti CO Q � CM Lo G I`(� W aM Z U Wz� J 0 J � I I I 1 I O 0 0 N 0 N N N � r N 0)o t Z O N UJ o 0 o I I 1 1 LO> � N M 1 i 1 ♦ /'� Z Z �/J QZ W C)Z � 0 W U 000 U V Lo -� O OZ_j Or0 z W r Q C:)�a = UJ =a WLnL O ~~LIJ I- r--I z O :r W CL . . N O z(ro V :5ZD- LL z 0_ z e. Q V _j O O CL m Z SNO a z J T_ 0 C) LAST PLOT DATE . . Z 0 STRUCTURAL j DETAILS THIS DETA'L ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING X 11. lI II 16GA0-12" LONG (34"-1" CROWN) STAPLES ,4, 6" O.C. VERT BETWEEN I MAX I I - 16GAx.1-1,2" LONG (3 4%1" STUDS (NOTED THUS:-) - OFFSET I I I I CROWN) STAPLES (a) 6" STAPLES BETWEEN STUDS AS SHOWN - - -- O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0' DETAIL EXCEEC7S THE REQUIREMENTS FOR FBCR 703.7.1 LATH" "ONLY APPLIES TO LENNAR TPA/JAX"* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLYIHORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR " GAS METER 0 — 0 N H C G 000— a _ k' o 0 9 ' o LO � U 0 x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w J m cal ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + f. + + + + + + + + + + b + + + + + + + + + + + + + + + + + + + + + + + + + + +Zo + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _0" (TYP.) 4'-0" + + + + + 4'-0" + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + +//1 + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + CO + + + + + + + + + + + + + + + ++ +++ +++++++++ + cr' 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 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 anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + r FILL CELL STD. 90° HOOK BOND BEAM .. ............ ........... ...... 07 W ¢ STD. 90° CONT. #5 CONT. #5 I HOOK (�� BAR BAR I I BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. A 4" max. � __jClinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 4" required when indicated or max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coin imn w/ inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side atbearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking tlse 3" littdl nails nt 6" n-r- CY/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. Woist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — • ,m.-.170 • • ■ 6„ A 1 2' ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 $ 8.$75 10 11 t2 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1 " 1'-2" V-2" V-3" 1'-3" V-7" 1'-11 " 2'-3" 2 9" T-2" T-7" 12 1'-0" V-1" 1'-2" 1'-2" 1'-3" l'-9" 2'-4" 2'-11" 3'-7" 4 2" 4'-9" 5'-4„ V-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-A" 5'-7" 6' 4" 7'-2" Zwi V-2" V-2" 2'-O" 3'-0" 4'-0'" 4'-10" 5'-11" 6'-11"T-11" 8'-11" l'-2" 1'-3" 2'-5" 3'-7" 4'-9"' 5'-10" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. A \ Filler block. 'N Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottorr of top flange. flange. eb stiffner as Web stiffeners are not required when to �l P required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth ol I -JOISTS BUCKETS N.T.S. CONT. 20M )UNDATION ) HIGHEST )ND BEAM Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI6000s BCI6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE i.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ' I1I11 I I SLEEVE THRU STEM—/ : SEE PLAN FOR •• a . • .: •, " FOUNDATION INFO ' 4 STEM FOUNDATION GRADE REINF. SEE PLAN e _XQ�III7�X.�b � LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�y LOCATION OF SECOND H10A ° SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS I HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 �I�►Id e. a d Q �l� i ''. �IIII�II�' I r I L__ J) SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE e ..4 . ae ------------- •-as----A e 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 a a A' e %� I IF �F r v e I� I SEE FND. PLN. SIZE & REINF. AUG 2 G 207Z VIRTUAL REYItW 0.SS15 Virtual ReVievi approved Plans Review C01114j e:I and `or compiiance with the - lion by Debra Anne Klahr PX2300 N N 0 N yp o F L Or��, LO ry ' J fir, / {n 000 ¢ w Phi .'L.r w W 0 z Q tI` r, E 0 W L o1 o kM N N N V d -0 70 ` �U W• � M 8 0 S 0 Q �ci —t °N .< f' W Q� vL co Eri rn W C3 a w W W J W 2_ O F ly J W Z lr �0�cnLL0o 00� v,Q0�n�Z�id -, auwQZZ JO <LLo°�mZI- Zc ww-5OnLL�wzWW¢� J�< WRow_tw - ILL OW OW 0 D0< ¢ W¢ O LLIE O O Z04 W 0I­__ U ::) ti Ifl ty 0 Q � CM LO 2 U) to 1--WO_c'M I*1IL2"-- O Z U LUZ� W C:)J O d' I I i I I 1 O o N o N 04 N 0 N 0 N 0 N N rn o o .- 0 I I I I Z O Nw o 0 o I I I 1 LO> N M zZ U) ¢ z CDZw +� 0 W U 000 0zj 0wo o Q C)= Z aofa w =a V � ~Ln ~O H _ z O = . . W 0- N O Q z �WX d Z NN Q mz F- � OU O a m z SN1 Z z W W T_ o 0 LAST PLOT DATE z .. 0 STRUCTURAL DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. 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 NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER M cn 31/4" BASEBOARDLL MIN. 2500 PSI CONC. SLAB LL' a MIN PSI MAY VARY PER o MUNICIPALITY. `'' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE L � _ M D 6 MIL VAPOR -"/ 9 BARRIERdo 00 III , III D COMP. SOIL. (COMPACTED TO 95% I I I I I� I I� I NOTE: EXTEND DECO FINISH I I I MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % Z M =T__Q SEE A1S3 OR J/S6 `I! I I1 I IL I - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D m . ° �II�I�I o 'C—III�I�II� ' I I —III —I I I I —I D° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E CV 6x6W1.4xW1.4 WWF OR FIBERMESH `''1 ° D I III ii—I I II 11 1 8„ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: "FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CI mi n- n-, GARAGE SLAB AT STEP SCALE: 3/4"=T-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 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE WEDGE ANCHOR x 6 W1.4 x W1.4 O. 24 O.C.)'x10' 2' WWF OR FIBERMESH 3 1/2" MIN. I 1111=1 I 1=1'31/2"(min.)- 400 31 /2"(min)I- -_ 1 I I —III —I (2)#5c0NT.1 II ��1= 4" V-4", 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP (cD SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" �y 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/811° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �►41 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ���ps�v- ?Gs' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C J� INSULATION PER FBC AND ENERGY ,o ��NN pus 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD mom TAPCONS ID 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 2a'MIN. LAP [24"MIN. LAP] #5 REINFORCING EVENLY SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ' GRADE =1 D D ' Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z r) ° , D D - FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] D p _4 00 6 MIL VAPOR BARRIER -1 I I I > D ° A. 1I=1 1-1I 1=11 = °O r R 1 7/8" °D I� I �I I I� I I=1 I I—III=1 I I I 1 ' I I —I 1 11� I N Z #5 REINFORCING BAR D I �I I I I� I I -III -III- Z 1 1111 0: I I �I I II I I iff; I AP .RpI Ir I= .: ° pP ° , - 1=1 I—III=1 I I� I I —III —I I � I I • ° . I I� I ��I g 11=1 11=1 I I� 11=1 I I� COMP. SOIL. (COMPACTED TO I� 11=III=III=1 I �I I I� 95% MODIFIED PROCTOR ASTM I �— I H 11=11 I M I I I= II D1557) 4' III I I —I I' — FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" v GRADE 00 _ _ _ ° • (1) #5 REBAR / OPT. ' �I I �I I N I I 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311O.H.D. RECESS M T A. : ! ... . Ate. ... - �• . A . ` 111=I 1 =ff I' r �I�II _ —I I I= I SEE A/S3 OR J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEAMM s' e a INTERIOR 4" a• e .ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB � e 00 N TiI I M 6 MIL VAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 , WWF OR FIBERMESH d ° 4� INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20------------------------------- ° 2x4 P.T. PLATE d 7/16" o.s.a. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR M �3 1/� 2" MIN. —TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) —SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ,--2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) ---INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE /6x6W1.4xW1.4 / WWF OR FIBERMESH !"(min.) - 4" (2) #5 CONT. III 4I 1=,�1 III; II I ; 8-1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D :: it � I I ICI �I�I I °° • _.. ° D . 00 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N a WWF OR FIBERMESH I �,, E D�IRII�II_ �I q (2) #5 CONT. =1 I'E I LT1F II , , I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 — I�--1+-, , , 8" FOR REINF. INFO. 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _-E d CONT. FOOTING STEEL MAT REINFORCING. r' ' M 00 GRAD — ° '' ° c7 —III '° �I I�bII�' a w o 11� I I II�II Ilillr z LU LL 0 �I I�� DOTING � =1 11=1 I P I I [I I I —r BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 PUG � VIRTUAL PEVItw ASSiS' i Virtual Re,view P.c°s '; "`'. and I,,,'ged Plans Review CO01�2IF'e 2U20 FBC 7th for compliance with the Edition by Debra Anne Klahr PX2300 Ed N N L0 0to ter' `t•' yr - R9 i.,�T 0 to b / 0 w 0 z a 0 AA,, � E i _W `� `? U a NV -0O ^ ;� cl) ' AL W E O � °�0g s < .�N w� U(V C N a` CDE 70 C)�0C 0 V, 0 W W W J w 20 w O�aaa g 0JJaO Q -juJ�iUO fAOf o Op� o�oomZZ— � � C< 0 0 Z° J'o(L>zYOZz-0w0 1 O Z LL Ja �¢ O LLI a cn— W Z 6 2 U O Il Ow ��F �Wz a O1 _ �Q Q Ira o �<U i 0 Z CV W Z 0 F- c° O Q � M LL 2 U) W co 00 Z U wZ� J 0 co r I I I I I I I I 1 O 04 o N 0 N 0 N N O N o C)1 — C)' 1 1 1 Z O NW C)0 C, I I I I t o e- N M 194- 00 z� U) Qz C)zw �+-+ O W V 000 UV� 0 0z> 0r Z a —a �— C) = w=Q Ln T� ZOO W Q�=) ■ ■ (V 0 2§2 r Z U <zwo WW azu_ ZQ � z LL 2 H OV O a �'■_ m z z z W w J C)O C) LAST PLOT DATE .. z O STRUCTURAL DETAILS - MONO I Lu (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 `TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2)16d TO TRUSS BELOW Ile 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)— FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS • 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ■■?�f��i���4Aa®■ ■■ . �. •• .- .�. • • �� 17 ■■ miflo ail !:Ili ■■ill IIIE■ Milli Illlm ■■III IN �Illl IIII� ■■III NINE Milli ■■I�� II!■■ �IIII IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J 4J c LL 'o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER — I� CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET 0 GARAGE DOOR TRACK SCALE: N.T.S. 0a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING R. BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SF p�NOo� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a. WALL DOOR STOP a a MOLDING 2 x 6 P.T.---a GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK ----/ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 T - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA() 1J STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SP4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (Np) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER �\ RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d \ �' NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dx1 1/2"uA NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 71 LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48, SPLICE STAGGERED 10d @ 8" O/C bJ I A ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST T-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL (*M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON n C P.T. ATE 01Mr.7VN Jr4 SP2 ouvirJvw 10c ST M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S' FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 d . a a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON / SIMPSON SP4 / SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U J�za- 2x TOP PLATE V2-16d CD NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL r ,J SCALE: N.T.S. S4 P4 2X TOP PLATE DVERLAPPING NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) ' (6970# SPF) G (9335# SPF) N. 8" DOXIED A.T.R. I&NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE /— 2X BLOCKING 0 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ T-0" O.C. MASONRY WALL �10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0 L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW TS @ 24" O.C. MAX. (MIN. 5/8"X10" J-BOLTS PER BOTTOM Q a 2X8 P.T. BOTTOM PLATE 5/8 x10 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 R SCALE: N.T.S. S4 ASSIS' DIRT UAL RE �,'tW nua{ Ravievv,-ins Re%li �r comply: ';�e with the 1i hr PX2300 :dition by Debra Anne K iI h N N F. FrZO < N LO .- ti OA LO 00 LO -80 'A% a z w w Ix z a E -0 (I1 W L '" ? u >1� 0MM __ �% C) co u a M ai 0 LO u 8 o"s 6 Q i U .N w sz� N TQ� L o EM 2 v ^ �Ca a W WLL'm�_j w ww S wm0 �- a z� z a0dWaLLU0U0 Q F- CD =00§OLLOWx_j of OOmgz Z ~ cy 0 anwawu Lu W nofaf¢D � Z aLL �wpH�zWO❑�op¢ 0Q o =oQz O �a �aLL i O Z W LD i/) ti p mo Q U) cM Lo Lq F- a cM a 00 Z U WZ3: W O J O J mot' I I I I I I I O CN o N 0 N 0 N N M c` � o p � fl I I I , I ' z O N CO 0 oo , Z~ w (f) Qz w O '+� O W V ❑ O "10_ UUV5 ❑zj O Wo -� Z W-< CD = W=Q Ln mpw H rl z0= W~� ■ ■ Q Z �WLL dz z 13� � ZQ o�� o� �m z z z z w W J O 0 LAST PLOT DATE Z O STRUCTURAL DETAILS SIMPSON HGAM10KTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT = @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7HE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS T SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16" \ OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS " " MOISTURE BARRIER 10d 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 KO'2 GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r co SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION fO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS -WOOD TRUSSES fO _ 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 40� 10d & (2)10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41 /2") OR EQUAL FIRST (4) ROWS OF • O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL Lm OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x47" ON TOP OF PANEL BLOCKING, FASTEN WITH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION „ EXT. WALL CONN. @ 1Odx3 @ 4 O/C IV COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. �+� SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 'TOENAIL 1 (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (00,0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 V BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(S�)I SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION (2) 12d TOENAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE (2) 16d FIRST (4) ROWS OF • TRUSSES FROM EA. NAILS END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • a z W \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS-- - VVIY 1. ULl\fl11YV - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON 6P2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,_,2x4'T" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. m II II■I g I.�li�� it le III■II II��Imm NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) -r BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 VIflTUAI FEJItW ASSIST , Virtual RevievV A'S'- ' r` ; , v ed Plans Review co,Pt"'m02� F3G 7th for compliance with tne 2. Edition by Debra Anne Klahr PX2300 Ed N CV O N 0,11 in 00 U ® 1 Q �s`i�us l x� _ r o 0 0 i Q SIN a) o ^ E U M C4 ff� (n V -0 � d M 2 o O B o O u- o Q s U6� •tn W 0- N%. 0 E co •2) a -a 0 L C/j W Q W P W J W 2�- O a O U I- F- =OO av _jCO0z2o0aI—Q W0O 0'u,O0azoZoLLFoomZz Z J Wa. Q.W_W W W_LLOfaU) VyW� wo.20F ILL. < 0 QZ9a 0W =0 O U- i! O Z W L 1-, � �U)CCMO Q J LO LL ti I—WO.M a- QUQ00 Z WW0 J 0O 14, I I I I I I I I I I 1 CD o N 0 N 0 N N O N rn o 0 � o I I I I I I I I Z O NW CD O 0 o I I I I L/ CD N ' c/ ♦/ } ZH U) QLU W O Z 4-0 fj W U DOO 0)O UUFn 0 0Zj O~0 Z (L Q � F- w=a Ln m�W T'I zom W�� . . CV Q 0 Zoo Z (� aZu_ - Z L.L Z m m pU _0 m z Z z LU W J O O LAST PLOT DATE O z STRUCTURAL DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 P.T1 x4 3-1/4" LONG X 3/16"0 FURRING' 3/16"0 X 3" LONG FURRING ITAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING 11 j O.C. 2-ROWS INTO PER MANUFACTURE 1DETAIL �:MASONRYTHROUGH 1 1x4 P.T. & 1x8 P.T. 1-1 /2" DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2"* -1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/15" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER '4 APPROVAL FOR CONN. 1/2" DRYWALL DOOR JAMB (REFER EACH END W/MIN TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" *lx4 x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH W2"EDDGET. @ 16" O.C.& FURRIPTAPCON END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/..I MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /41' DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2,_0„ T SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 114" MIN. EMBEDMENT INTO BII 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU � 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K"i SCALE: N.T.S. SS SECTION A -A 8rr 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 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 13 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 11 NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBj (TYPE) STD. 90' HOOK 0 +5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON III w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ / MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN / 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED / PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON / 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :,, SEALANT PRESS PANEL REINFORCING INTO PLACE. "MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST - 3 ; ` SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4K#2 SYP @ 24" O.C. /// 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. D D D I�I�It IF n I�11- GRADE eM G . z D (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN R YP.) rHE :S I IAIAt'nE: TADI C WO-rAI 1 Tl^Kl FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND ' PRE ENG TRUSS DESIC;N SEF NGTi= I BELOW - 2x SUB FASCIA IA ' ALUM DRIP EDGE BF:`j INALL T!r E —1—� ALUM FASCIA PF h PLAN I 1-3A!' 'RIM PAINTED F Cl_ -+ -- _ i SS NAIL w1511C' HEAD yr, - DIA (iD 23" O.0 FASTENED PER NOTE 2 BFL0 ti CONT VENTED OR SOLID SOFFIT CCNT 1.x3 NAILED TI_ 2x BLOCKING NAILED TO TOP 3LDCl ,,wl 2-!:',9 I F; !"'j Cl EVERY OTHER TRUSS w/ 3-12d NAILS, -YF' ("1 U.0 ? BIJILJER TO VERIFY%PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR GOF.IPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN 2 FOR SOFFIT ATTACHMENT AT WALL. (PER ALPHA AL II,I INC FI-# 16544 1 FL P;OC.=L:,C•T APPROV'AL's I- CI IANNEL I'AGTCNCD TO: .1 � c T NAIL .097 DIA. 'ga 24" O.C. w �,,P" MIN. EMBEDMENT VICEOD w I'31 16 GA 3°4"x V4" CROWN STAPLES fit'+ 24" h1AX. C) C. IN DIAIIIOND PATTERN SUB FASCIA w,' 16 GA 3;4"xl,4" :,RC?WN STAPI EACH G1,JO E SF01 STRUCTURAL SOFFIT SCALE 3� . - 1'-0" it FOR ALUMINUM SOFFITS WITH SPANS REV 09 2' '2021 , 1'-4"', INSTALL. MILL SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS: 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2)10d NAILS @ 8" O.C. OV�Ryq/V TO TRUSS TOP CHORD + + �FHGTN PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP s w + EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIr- MSTAM STRAP RrAI F• 1/1d Qrg: Qu1=rT M AKM 2"x BOT. PLATE W/ (2)1Old @ 6" O.C. 314" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/40 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. .:+ FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN ' .;' . �.. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D. 1'-011 5'-0" NISH o . .. I � -r #5 BAR p. 10" ° p , ° CENTERED W/ D .D.•° "°D 9 IN TOP o _ D .0 KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN I I —I ° AND SECTION DETAILS I CLEAN FILL I I DIRT Z STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL - ♦ ♦w v -w- i ,♦ Iw v ♦w STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 211) #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 (2) #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. pUG 2 � 2022 VIRTUAL FEJ; W ASSES• r Virtual 1IIew A.Scis+ r . Plans Rev�levv cola-lF� and for Compliance with tneKl hr/ PX2300 Edition by Debra Anne Lo `a e r r In r Q LLI 0 z Q >0 o W L ,0 °? U co ti 0 �,% -0 g a0 m -, C: E 2 _O 0 O o N Q s U�� •N LU Q� w W L 0 E cn o� W Ui vi w 0 1— F-Q W <1�~zI Z QW a W U WOj��¢Oa�atL002 W 022go�aQ 2 F- Oa0z <°o ocn��OZoEoomZz ��a>U)W nnofOf< U) QoWo� Fn Wz620 < LL OW o 0 oyzg< Q O IL O O Z 04 0� U-) p ti z p c� C:) Q U) M U) _j U) L.L ti 00 Z U � LUZ3: W C:)J O III I r I r r I 1 1 r 1 I C)C)o 0 N 0 N 0 N N � O M � Q C� o C),C � 0 I I 1 1 1 i 1 'co z NLO>.-N�rrll W o 0 o I I 1 LO co zI ucr Qz C)zw 0) 0 W U C300 U V W Lo 0 Dzj 01 Z a.. of Q C:)LU W=Q Ln mw E.� r-I z o m: W QIZ) ■ ■ N < 0 Z>§2 ZWw Z U gZLL az x 3111 z �� OU a- _0 W Z Q z W W J O O 0 LAST PLOT DATE Z 0 STRUCTURAL -- DETAILS - RETRO FIT FA ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 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 BASEV 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"T-44mm SAFE LOAD - POUNDS PER LINEAR FOOT TYPESF8-0B LENGTH 8U8 SF12-0B 8F16-0B SF20-0B 8F24-0B 8F28-0B SF32-0B 0-0 8F12-1B 8F16-1B 00.16 81`24.1B BF28-1B 892-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 3974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 10 11 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 31 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1 1697 2127 1 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 F 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAmr-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B SRF26-0B SRF30-0B 8RF6-1B 8RF10-IB 8RF14-1B 8RF18-1B 8RF22-1B 8131`26.113 3RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3966 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 11 33 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cs�* ''"�■ �wcm SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4'- (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 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 A" PRFCAST w/ 9" RFCFS9 DOOR 0-1 INTFI S CRm SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAT-CRfn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12-iT 8F16-1T 8F20.1T SF24-1T 8F28.1T 8F32-1T 8F8.2T BF12-2T 81`16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 76361 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1 1632 2290 1 2949 3607 1 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 11 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 1749 15 494 599 1028 1422 1738 2053 1 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 1 2247 13'-4" (160") PRECAST 41615 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 121814 410 420 709 1050 1434 8 1694 8 1954 14'-8" (176") PRESTRESSED 239 323 519 13 fill 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 1 261 424 616 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 g 903 13 104613 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416(10).491 10 566 10 124 200 316 450 1 600 7 156875(13)(12), (#) 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 4~1`4Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF18 iT 8RF22-1T 8RF261T 8RF301T 8RF6.2T BRF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30-2T 4' 4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 1 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 1 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION I INTFI SCHFDIII F NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e - d �0 > D � e 4 > D O ° % 8" PRECAST LINTEL W/ (1). #5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS O O W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT BOTTOM MIN. (1) REQ'D .6 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINAL WIDTH- j QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP V RF. Jitw PS915� , //++ VIRTUAL /\�C to ,4 IV. Virtual R�vlewr l` .I ti/d tans Review c0i'I.1 'Itn ., �2 FtaC 7th P for compliance with the Debra Anne Klehr P�(2300 Edition by N N f -P � \ a s � co Lo a w w w 0 Z a /I� A' 1 E > 0 M O W ' Q M� ti N Ln t V -0 -0 - � Im W >= L CO Y/ 2 U o _O O LL- o 0 •�VI -C ��� }4t W Q� v, `i W L 0 ELU M w LU Llj U) W O H Xaz zO QX� FLL- Q �N Q0)OZ�Q- OO 3:wwLL0 JF' LL ~ Oz� On0lZLLLL z zYO m❑z w'cW<OZ U O Z aOW �H MWpQQ p EL a OW o p pa�a O Q LL C) O ZCN w O1-- D) J ti I.-: cM O Q U) tM Lo U) LL z _z < w < 00 ZV< 3: Luz W JQ O O N Z O N w LO L , > 00 ♦/� F- QZ W O Z W 000 �--� O v UV(/) Lo F. = j pw- o Z O awa Q = W=a � /) v / pD F w pF- rl :D0 zO= W =) <H N Q O rJ g0fo W LL Z Z a Q �Z H � OU O a z S1 1 z w J O �- O O LAST PLOT DATE . . July 15, 2022 Z STRUCTURAL DETAIL ELEV. B (LEFT) �i1 1 -1 1 _ 1 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)45L(1)#5U (0)#5L(I)#5U (1)#5L(21#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' & 'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 314' 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0' 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 41-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 34" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 `NIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0' C-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'-W PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4" 10•-0" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 17-9' 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 11'-7' PRECAST (2) No.3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 154' 14'-0' PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 473 473 328 455 2 No. 17'-4" 16'-W PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. S 20'-0" 19-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. S N.R. 21'-4" 20'-0 PRESTRESSED (2) No. 3 (2) 7116 strand +2 219 219 165 229 No. N.R. 22'-0" 20'-g" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 270- 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED ;w DETAIL "A' DETAIL "B" •.A� . M�ti DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINAL WIDTH I LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP UNTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 10)#5L(1)#5U (0)#5L(1)#5U (1)#SL(1;#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' (1)#5L(1)#5U DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 1 10000 10000 4'-0' 2'4" PRECAST (21 D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'-0' PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 T-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 10'-6' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 101-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 17-9' PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0' 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116strand+ 1291 1291 775 1270 2 No.4 174" 16-7' PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1035 1035 478 936 No. 20'-0" 18' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 961 961 446 872 No. 5 21' 4" 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand +2 834 834 390 763 No. 5 22'-0' 20'4' PRESTRESSED (2) No. 3 (2) 7116 strand +2 720 720 366 716 No. S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 / 1 • •i7. ' :iq. • i1. .•, .. ;.� DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S - SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-PI-1 L/1 U] NOMINAL WIDTH j L QUANTRY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOUD #5 (1) U (0) L # 1 I L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF DETAIL'DG' 3'-8" 2'-4" 7-9' PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4' 3-0" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" a-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 5-4" 54" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T 8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9' 8" 8'-4" a-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LIMEU QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 r1-WER1INTFLCAVIT1 [8x16-P-1 L/1 U] NOMINALWIDTH j LQUANTRYOF#5BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U 11)#SL (1)#5U (0)#5L (1)#5U (l)#5L (2)#5U (1)#SL(1J#SU DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-6' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 514" 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'-71 PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0' 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4' 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0' PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-0' PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0' 10'-8" PRECAST (2) No.3 (21 No. 5 992 992 751 1035 12'-6" 11'-2 PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0' PRECAST (2) No.3 2 No.5 859 859 591 896 14'4Y' 17-8" 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 2 No.4 154" 14'-0' PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 2 No. 17'-4" 16'4r PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 174' 18'4y" PRESTRESSED (2) No.3 (2) 7/16 strand + 655 655 340 645 2 No.5 20'-0' 18' 8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 607 607 317 601 No. 5 21'-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.5 22'-0' 20'-8 PRESTRESSED (2) No. 3 (2) 7116 strand +2 488 488 260 493 No 5 (2) 7116 strand +(2) 24'-0' 22' 8" PRESTRESSED l2 1 No. 3 No. 5 399 399 217 412 TYPE DESIGNATION P: PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8x1I6-P-1 L/1IU] NOMINALWIDTH H `QUANTI(Y OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 15M 4'-0' 2'-8" PRECAST (21 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0' PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 1 4'-6" PRECAST 12) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 1 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST 12) D4.5 WIRE 2 No.4 4456 4456 3785 4427 81-0" 6'-8" PRECAST (2) D4,5 WIRE 2 No.4 4047 4047 3443 4021 &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 1 V-4" 10'-0' PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 17-9' 101-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2' PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No. 15-4" 14'-U. PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No. 17'4' 16-0" PRESTRESSED 12) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED 2 N3 () o. (2) 7116 strand + 1084 1084 615 1095 2 No.5 (2) 7116 strand + 20'-0' 18'-8" PRESTRESSED (2) No. 3 1008 1008 573 1048 2 No.5 21'-4" 20'-0' PRESTRESSED l2 l No. 3 (2) 7116 strand +2 877 877 501 966 No. 22'-0' 20'-8" PRESTRESSED 2 No. 3 () (2) 7116 strand + 850 850 471 923 2 No. (2) 7116 strand + -T 24'-0" 22'-8" PRESTRESSED 12) No. (2) No. 5 740 740 393 772 Ygiy1 `�i� ;1 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LNTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH j LQUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 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 FIELD) - 2" � 2" m M co N M r N M 11/" 111 ". 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 (PLACED IN FIELD 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. CH PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE H 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 (I)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 41-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 69M 7'-8" 6'4' PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 19-91 PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 17-0" 101-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6' 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'4' 12'-0" PRECAST (2) No• 3 2 No. 5 2034 2034 1366 2034 14'-0' 17-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 2199 2199 1219 1846 No. 1T-4" 16'-0" PRESTRESSED 2 1) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18' B" PRESTRESSED l2 l No. 3 (2) 7116 strand +2 1254 1254 702 1271 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 22'-0' 20' 8" PRESTRESSED 2 No. 3 (1 (2) 7116 strand + 1023 1023 576 1121 2 No. 5 (2) 7116 strand + 24'-0" 22'-B" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 1 e•�t e•�7 r�v1 A#q� :•�tY1 CA451 DETAIL "O" DETAIL "P" DETAIL IW CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 81Ixl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTELSTEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ DETAIL'DK' 3'-8" 2'4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 3'-g' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'-4" 51-C" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 6'-4" 6-0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2111 r--8" 8'-V 8'-0' PRECAST 1 (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 t: x DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLIDLINTEL 1 LOWERUNTELCAVRY [8x1 I6-P-1 L/ 1 U] NOMINALWIDTH J LQUANTITYOF#SBAR NOMINAL HEIGHT UPPER LINTEL CAVTTY TYPE DESIGNATION P - PLAIN LNTEU r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH+ILQUANT1Y OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81Ix201' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 7-a' PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-B" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 ]DODO 5613 10000 5-8" N-C 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5'-4" 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 1 3122 9' 8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION Y I'I AIN INI•I rl�i WCR lIwE L LINII 111 NAP Ai S III ;I] LINTEL I LOIrI CA:IlY [8x16-P-IL/IU] TL' I.L- W11 J1 LSIIlJ N L !F :, VI V4NPI �T ii iHl I LI`.11. t DH DB UNIT '1450' - 1ST FLOOR PLAN ELEV B 1 /811 = 1 '-! 11 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8TI RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAn LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #61)U(0)LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4' 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0' 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-" 3'-e 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'4r 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'-W 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 7-8" 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 396 489 1 489 1 261 1 393 U'-iiio; -4 1 7.0; .4 1 4�­ Al ' u 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 UPUFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2-8" 7 4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 41" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3-G, PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6'-N' 6'4" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 15521 2996 1183 28" TYPE DESIGNATION S' PI IN LINT' / UUNTI T' OF B5 B1R Al - SD-m Li,TEL LOVER LINTEL CAVITY [8ft-P-VIU] VTININAI vi'1 yj LUUANIIi` IV a` lA. AI NUMINPL IILIL I I"PFR TNIFI CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S -SOLID LINTEL I LOWER LINTEL CAVITY [8x1 j 6L/1U] NOMINALWIDTHrIL QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"W SOLID 2'-10" Precast 2082 9235 3'-b" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4 8 Precast 810 2459 64" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 19-6" Precast 156 600 11'4" Precast 132 651 12'-W Precast 111 593 12'4' Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'4' Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0' Prestressed N.R. 127 24'4r Prestressed N.R. 100 N.K. = M? ecommended R/\" AEG 2 6 202ZSSIli 1C• vlaTUAL aEv.rW ' Virtual Review ASS' rued P ns Re`liew co1r� .�12o FBC 7th 1a ith the 1 for comp►ianc2 w Anne Klahr PX2300 edition by nehr`' N N O N LO rf � •�� \ LO LO I ' ' T ti ?s 1 p -.,- Z LLJW O W cr' 0 Z Q OE F, D (Y) CN 7 co f7' /�� i L Y/ Z) 0 u O go-LL o TSB o� O o Q •f/;I/�i u W Q� of W L p �? d 0 N -o I- a V,. U' W W W P W J w 2� 0 H Wf Lr Z w Z Q ��2��O�w '()000 Q Q U �- moo ZLLLL0z2°o1-aa CY COU)w JO � U) 0 Z wozoxoomzz w W- w-X m CD W w vJ QoW°w�u5ZWWOW��IL o oQZa Oa 0 ILL t- a LL C) Z w o� z C)�MO Q�(Ml0 IT G vJ - FNN-�a_M L.I. 00 ZU� w w� JQ 0 J I ) [ ) ) 1 I ) ) 1 I O O O � 0 N"" 0 0 N - M � CD C \ t C) 1 1 1 z 0 NO O O 1 I 1 I I 1 I 'rA ' w r• N M i 1 M }F ZZ w W C)Z CD O W U _ WOO UUU5 0 DZj 0 O Z I- a~< = W Q m~w H TI ZOM W a <sD . N QZwo Z U �LL LL Z aZ • • T H OU O EL ML W z Q' W W J CDo 0 LAST PLOT DATE CNI O z 0 STRUCTURAL DETAILS '= ELEV. B (LEFT) HUR'R/CANE Mounting Brack lets 0 0 Gauge' 4-1 `x4-1i2'x 2-12' isofts 112" Dia� A32' ITt'0 See Ancttclr Schedule Back Cross Support (May lw cut to N) Right Bracket ( 6 Gauge) (k tat Scyl6 f�rilrlc �aC rO vk'S &- C rant 3ctton1 E09t e ��lurneane SiratJ 3 in fr-tnt Front Cross Support fwy be cut to W1, Left Bracket f 16 Wilicitai 14 Sett-t itiliNy "."3'1 a sus I11ru Wacker, Ra. kIC1oss 5u(lIml ir'Ite Ax'C Unit BiArom Sign !T in( A: 3 (tali s;lidc for thkitricarne jIl �•--.1 - it :.•; r,.: ...... .,,,.-r,: I :, ::. 4,c=. ,r:r ."err i-=ea.. Engtnre-nrel Rannucill Sad DIM." a Ml w,e .Iran noci-t IAdel - a-1!� wit[ apah i Y�IgO AtSmetcn 2020 Smad Vent Product.. Inc eat.pary'. StNaural Canponent5 Subcategory: Products ttrediced as a R-I of Naw Teannalcpy CamDllanq Method: EYMuatlon Repon non• a Flatda ReglNered " Ces 1Jtknikd Florida rlaAanaaa nara.m. Prafete,md Eager ;Mg,E1 Product MedN. Number or Nam. 1 SmertVent ModH#1540510 2 9rwrtVenl thone :#754b$11 1 Sion r1 Vrm1 MMaI #1 S4R420 4 Smanvanl Model 01541}521 5 SmertVent Modal AN543-.1 6 Sim IV-1 Model V1542570 7 SmanVent Moeel#154U574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entry al Engineer a Llcatm Micheal Graham-. Hermes F. Naero P E. Lake Bowden P E (8771441 8368 PE-73778 4334)300-1600 Inibesmanvent can Product Diescril Dual Function Flood and Ventilation Vert Due Function Flood end VenNatioi Vent Insiilaled Fir -I Venr Insulated Flood Yent 16aqua; Garage Door Flood Vent Wood w1a11 Insulead Food Vend 14.54squd: Garage Door Flood Vent Page t yr 1 12n 6r2021 go go lan>saam dart FBC A1121:0 t a arm 171162020 1211SM20 1228.2020 Approrcd Quality Assurarce Approved for Use in Ill Approved for Use KVMZ Impact HeMaSaBt 2.11112 Pressure 12131n023 Yes Yes "AA 4100/-100 12/372023 Yes Ye, WA +100t100 1 )/'1t 2n7'1 Yas Y.. NIA +1tYVIoe 12/312023 Yes Yes WA +100l-100 /2/312023 Yes Year WA NIA 12n1f+r2 Yes Yes hpA +1001100 1213112T, 3 Yes Yes 41A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Nat 2 d4 1+i,,�2(r .ggg -.- Entity or - 2= Qg(g DatePending 201 iwe Version Manufacturer Contact Endinwr 8 License Validated By Validated Submitted FBC Approval Approved Status Revlslcn 2020 Therma-Tru Corporation Steve Jasparsmi Lyndon F- Schr loft, P. E. Ryan J. King„ P..E. 0416/202t 1213Tt202C 04.12r021 051M2021 A,,,-. t Category: Exterior Doors (800) 843.7628 PEA3409 (813) 767.6555 Subcategory: Swelling Ediarlor Door Assemblies on Compliance Method: Eval iadan Report time a m Florida Registered Architect or a Licensed Florida Professional Engineer FL120488-R5 Products ouaNN Assurantt Approved for Ute Approved for Use impact Design Seg # Prod bet ModgI Number or Nama Product Desenptiat Contrael ExoiraDon Data in HVHZ outside HVHZ Retina M Pressure a Thermo Tru Fiber Orris,. and Smom, Star Nominal 8&AI liquor rims aet8quot Opaque I V3112022 No Yes Yes Nip Composite Edge Fiberglass Single Door (InsulnvouWving; X confq)ura dean) 2 b Tl er Tru Fiber-C-1-ic and Snnoth-Star Nominal i8&#3g,8 agraot;l«px:t&quit. Opaque 12131 M22 N. Yes Yes NIA Composite Edge Fiberglass Single Door vnth Sldelie(s) pnsv5ingl0utswing; XO, OX or OXO configurations) 3 c. Therma-Tru Futar classic and Sn,u Ah-Star Nominal 8&49;6 &quol;Impaot8l t, Opaque 12ali2022 tb Yes yes IVA Composite Edge Fiberglass Doubae Dom vdth or vathout Sdelles ilrrswirg/t7utealrlg; XX or OXXO o wriguratrons) 4 a, Therini Fiber -Classic and Smoom-Star Nominal 8&#39,08gtua;lmpact$gWt Opaque 1; /31/2022 No Yes Yes NfA. Composite Edge Fiberglass Single Door (InlsvangtQutwiving; X ronfigurabgn; 5 e, Tharma, Tru Float -Classic and Smooth -Star Nominal 811m,011lquotimpeclaquct. Opaque 12nl P21022 No Yes Yes NtA Composite Edge Fibargtess Single Door with Sideh e(a) (InmMrgl0iftwing, XO, GX or it configurations) 6 1 Therma-Tru Fiber-Clesmcarw Stnooth-Star Nommai 8&#39,,08quotIm ect8quot Opaque 12)31/2022 No Yes Yes tUA Composite Edge Fiberglass Dour de Door with or without SdeNas (lnawgaDutsI XX or CXXC' mntigurahons) 7 g Theme-Tru Filter-Cisasic and Smooth -Star Nominal 8d#39,8 �11a_irnpaGtBgpa, Glazed 12/3'. r2C22 NO Yes Yes WA Composite Edge Fiberglass Singh_ Door QnswrgrOuamrg; X ,ordiguration) 8 h- ThermaTru Fioer-Ciater and Smooth -Starr Nominal 8&Mfl 8quot, I mprectaque., Glazed 12f31 /2C22 No Yes yes WA Composite Edge Fibergiass Single Door with Sideiite(e) (Irlawrnwi twang_ XO, OX ar OXO configurations) 9 i. Therrna-Tru Fiber -Classic and Srxo ffi-,star Nominal 6&#3Q8&quoi,! InWilquot. Glazed 12131/2022 No Yes Yes WA Composite Edge Fiberglass Double Door with or without SdeNas (IrsiAng(Outsving, XX m CXXO configurations) 1C 4 Ther rnia-Tiler Fiber -Classic and Smooth -Star Nominal S&Irl aqu t Irtpact&quot. Glazed 12131l2022 NO Yes Yes WA Composite Edge Fibergiass Single Door (InsmnaiDutsaing; X configuration) 11 k. Therma-Tru Fetter -Craned and Smooth -Star Nominal 88#39,0 &CIUCt;Inpactill Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Single Dom w1m Srdiar*s) (InsleangfOutswing; XO, OX or OXO c il.90ratims) 1: 1 Thorrla-Tru Fiher-CLuac and Smooth-�ltw Nominal 88.#30,0 Glazad 111131 M22 No Y.. Yes WA Composte Edge Fiberglass Double Door witrl or without ones (Insvang/Oute afng xx or CXXO 001TIVuraacns) ._ m Themes-Tru Feter-Classrcand Smoak -Star Nominal 6&#.39,88quctl ipact&qua, Glazed Molded 12/3112C22 No Yes Yes WA Oper Compcene Edge Fiberglass Single Door (InsernglOtdseang, X confign nabon; 1a n Therma-TNFioer-CLOsskand SmmodrStar Nomaw169#39.88quct. I mpact8quot. Glazed Molded 12)3172C22 NO Yes Yes WA Open Composte Edge Fiberglass Si ngme Door oath Glazed Molded Open Sidel l IinwAng:Cutsvang, XD Ox dr DXD configurations; ,., c Thermo T,,u Fioer.Classic and Smooth Soo- Nominal 6&9398&quot,lmpact&quo+ Glazed Molded 1213l r022 14o Yes Yes WA Open ComI Edge Fiberglass Ovuble Door with or without Glazed Molded Ow SMeditts (lnswlrtg!Otnseahllr XXor OXXO ronfiguratiorr.) 16 p. Thernla-T:u Fiaer-Classic and Smoott--Sta, Nominal 64#39.8 &quo, I nlpactaquol, Opaiqua 12!31 /2C22 No Yes Yes WA Composite Edge Fiberglass Single Door Wth Molded Open Sidellte(s) (Inswrigi0viswfrlgl, XC, OX or CXO 0304urahons) 17 q Nominal 69#39;88quct:I mpact&qu0t, Opaque 12)3lrC22 No Yes Yea IVA Composite Edge Fiberglass Double Door with or without Glazed Molded Oper Sidefk8s (InswnlgfQtttswing; XX or OXXO configurations) FI.#1S232-M Code Laic Re,46100 2020 MI Windows end Doan Calegory: EXtedor Doan &CCat.gcry: Sliding Exw, mica Asat Ul Campllanca M.thpd: E.auetwn Repot Iran a Florida Registered Arohlrecl lira Licensed Fronds FLr15332-act Prodeers Fraeaaim al Engineer ils9df Roda:1 Yodel. Numbr a Nona 1 SERIES 420 aLUMS1UMSGD 2 SERIES 420AL UMINUM Sol d OCRICO lip Al VM1NlIM O00 RCINFORO[p 4 SERIES 420 ALUMINUM $GD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED Florida Department of Business & Professional Regulation P.D. I are Building Codes and Standards b12n21 Product Approval Application Detail EndftL« Data . oat.Penranp owe ipptarl Fsdrarr A , M._wa V W lrlarul a YaBdMar alL.'"ted EBGapmmat Atuaboaaad Brant Stang. Luis Roberta Lomas SheninM I,lna. PE 1nA6r1[)IV i0egr020 10I192020 12r5/2020 Attnoved 1717) 3653300 PE-s2514 f 7171 317.5454 balengnrQndwd- Product DireakidjM SERIES 420 ALUMINUM OD tiwlM A-, Combil Emballon Date 2312324 &MMbidfa Law pa XYNZ No Aoaoved fa use Outside HVHZ Y.. Innowa Resistant No g tggg, Peninsula WA 145-3A&quo`AaUgl NON -REINFORCED SERIES 420 ALLIMWUM SCE OX. XO, XX 12312024 No Yes NO W'A 06atNd.XaOaq4d: NON -REINFORCED OCRICO 42a ALUMWUMO RCrli-Orl OXO 12ra 024 11. Y.. IVA 145-.V4&qud;A)S&qud SERIES 420 ALUMINUM SM REINFORCED OX, 1M312024 ?do Yes No W'A XO XX 964Lqudx liBil l: SERIES 42C ALUMINUM SGD REINFORCED XXX 1231n324 No Yes No NiA 143aquatX96agad: May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS I A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192-2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE ti- -o- P�� DATE 1 r SS,S set15- e U2G� �2 0 U P`Po,v eV� rAe P P�o� oo l\ko ,oy O ,(-161 Florida Department of Business & Professional Regulation P.ge l a, Building Codes and Standards 14/2021 Product Approval Application Detail flaa1537ata 929 - Erl or "1 90 20 Pending Filth y,ge Vareon MaDutacglmt s cndnaer A I frame. Yidide ed IN y;� gygnmgd F� Amemen l dg� §LWA Ra+.idon 2020 Curries DvfNan OfAADG. Inc. Tom RAU V UL LLC Tra/ Bishop. P.E. 1210202.0 1200IM20 1MIM20 Appromd CMegory: Exledor Door WI), 494-2d13 1954) 947-OW arocateigmy:EA.-Doorcra„ponarna wmraMGYG.= .blayco Compliance MdtZWt Certification Mark a Lamp m FLJM153748 Products Amend for use ALxoved to Usti Mmbsi gleam 2W Rodud Model. Number or Namar -Proclud Description contract Imill Daft ID jINIKj g 1 607, 707. 727 747. 757. 777, and 847 Single end Pun of Fiusn. Gained. and lowered single and pain d I WI2025 Yes Yes Yes N/A Doors trOsaw metal doors. Florida Department of Business & Professional Regulation P., l aft Building Codes and Standards 1i502021 Product Approval Application Detall Kill Code Entire or Dale Oil nab Plndng Dot. � Version flaot8acttra[ S 1:mYraM&1dgllma YatL YaEgIIW submitted f3ZAgamlml dmmlatl 8labra Revislon 202E MI Vandal and Door. Enter &Iknger American Architectural Steven M. Lin li, ?E I ill 7R020 11n72020 /1/272020 App-oved Caragory: tern does ('IT)365-3300 Manubeurtes A4scceabol 71 T?3`7.8454 aWCatapory: Single Hung bstenge Qrn.d lam Campion. Method: Ceniketon Mark a LLsang Q,,*v Assurance Apnrowd for Ull Apero..d for Use I rat Onrm age Prodact Mom, Number or Memo, Product DescRmlon Contract Emission OW in HV14Z Q1e1tl. III R?l4setE Pressure 188 SH 52x72 RnFMnge Frame iSISG Single (lung 10/062023 K. Yea No •601-6c L.rnnated Gloss FLe15 M4M r2ft 211211 Version Mainulacluner Rewslan 2020 MI N4ndws and Dons CNegory: wridoei Subcategory: rior-lsr Sider Conpaanc. Method: Cergcet- Merle or Lfminl Fi#15351.R8 Rodurds g.n # Rodset MatNL Number m Nma 1 Hs t6B Fln end Fangs frame Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pact•, d 1 Ils1J021 Eniffilor. -. l llt 291 Data Psndnia {� contertEladneer a Lla.n.. Yawatld 1Y Ya&daded SbMd FMC An.rpval Aggroved EIYIM Breen atlingef American Architectural Stexen M. Utch PE 10FJ62020 1010&2020 10/1912020 Approved 1717: 3653300 Manufacturars Asocciatim (717) 317-8454 ostlingrQmiW.aam 9"11v Aselralm ApornvadforUse Anoral fair Use IMDad Deslon $aOiMt.$6F71Pf14D [on [lass In Hill Reuel Pttesurt 73.62 Insulated Glass 021612024 No Yes No +5S'-55 Florida Department of Business & Professional Regulation P." I e42 Building Codes and Standards mi=t Product Approval Application Detail PLEIMnau Q26 Entity Or Dab Penciled 2112 bo Ystsion Manuft cmElromea a ua.lMe VaDdftd& yggYgg submdtm FEC AntroM 9 Revision 2020 MI 1MrAl and Odds Brant Skk vw American Architectural Bevan M. Ullok PE 1ll=20 11=020 112812020 Appr and CNspary: Yari - R17) 385-330) Manufacturers As -anion (717) 317.8454 su bC, aI Road com CompUNnc. MaUwd: Cenlacatcr Meek a Liming flitS]dk-R1d Roducls Use A conaded to U it Mind a- a PrndwY ModM. M elline or a- Proallacl Description CCC ad Emission Date jp�-� ji ogtalda HYM ttI&WW. t7lit1B.1 1 lair PW 73 a 72 neutered Gives 04101 No Yes NO -MAO Florida Department of Business & Professional Regulation i'., I ar, Wilding Codes and Standard I/N2o21 Product Approval Application Detail Sreft Endu 111. 1212 291 mn.EaaOoa 20 1121 V-1.D gym• call d Validated m Y&VANad iiLtedw FDC ADDrar IL d At" Rev_ 2020 MI 1.411ndoes and Doors grant Schwager Lins RLocl PE steaan WURch, PE 10n672020 10q&?320 10n8.2020 1MSM20 Aw-d Category: WndI (7171 MS-3300 PE-62514 (717) 317-8454 s ccNsgory: Mu lions ttt 11mga�m ad,san Compliance Method: Eve uslion Report from a flonce Registered Archke:.t or a Licensed Flonda praeaaiaael Engineer FL#15353415 Products Queer Assrrarrce Age, apor-d for Uw Iareped 229M San # RoduN Model Number oe Mery Product Dilscrlmlon rout Esdntlm Dora Will�t 2 5784 Vertical ASuminurn Manion 121312024 NO Yes Yes WA Florida Department of Business Sr Professional Regulation P.D. I of Building Codes and Standards 1a2g21 Product Approval Application Detail ALtt7ilii &9A Ending a. Bit go 4ae g BYa 11M Yaalga Mamda0am fmtara las aai.tdlcmat Yalu Yeaaaad&UbnkVAd fit ammna am& Rev:son 2020 James Hardie Building Produda Inc Chad Diercks V Andrew Ten John Soulherd. P.E. 011a05/M21 12/142020 01MW021 drag FEC Arpr^ Category: Pant was (9091545-8359 PE-81662 f352) 367.2526 slacerwill Siding chad.dierdcsilpmeahal Competence Method: Evauationn Report from a •coil Florida Registered Architect or a Lionised Floridaprureasien l Cre"aer Fiaintl19240117hoducts. 9aaaml Ams rang. "Maw for Use &120029ra Use rl odacl geskah sea# Product Model. Number Or Nere, Product Description Contract elahatton Ora In HVHZ olrtelda H1MZ Resisleal Per 9 CempNrrk Lap Siding Aoe,ct"nt naP siding IV31 n023 Yes Yes We. NfA 2 NardePla nk Lap Siding fiber -cement 1) Sldng 121`312023 Yes Yes NIA N!A, FL#+sm u g2k SY@!yermom RaNS.a1 MID Made Category: Panel Wells SubCati 1pry: 9oll is compliance Method: E,a.won Report tan a Flonda Reglitered Archeacr a a Lcensed Florida F1.#15272-R5 Pr Pf..­l Engineer Products aw # !r t Modal Number a Rode 1 aqud.2Tagv01. Sam 2 b &qua Aarl T48q,.a We c. 90.0t Greenanar Vlnlage Bekded&#39. $.Mt 4 d aqud,D5&qua Sorel 5 a &qud.Charter Oak&", Sakti 6 f. a4"orsupet spa ill SoMt j3gg Version Manufaclurar R...Pri 2020 GAF Cat.gain Rooting aeeCNegary: Aaphea &Angles CompkMsce Method: Evaluation Report from a Flonde Registered Architect or a Licensed Florida Pr.f w onel Fear— FL#101244u6 Products 12" Product Model. brr a Nrn. 1 GAF Asphalt Roof SMngies Florida Department of Business & Professional Regulation Building Codes and Standards rr4Nluut Appluiral Appltuallun Dntuil P.ge2 all inewl Erafty a RAI Bat Date Pendna gft Cooled PAal08u AilFt u validated IVY E� AIRMI A&MV94 MAU Nick Tnompson Lyndon F,. Sci,mid, P, E. Ryan, J- Klno, P E. 02l152021 020152021 02/13/2021 04/1312021 Approved i33M 222-2399 PE-43409 (813)767-6655 nlhampson Valsdia cam Product Discdedia Verd or Solid Very, Soft Duallle Assurance Catraa rOcplratlan Dat. 12nfn023 Appresed la Use In III No Accromidla Ufa outside NVItZ yes im¢ort Resistant No ovum Pnestet WA Vert or Solid V1eyl Soft i2n12023 No Yes No WA We! or Sala WWI Speer 12n1/2023 No Yes No WA Vent a Solid Vey Solid /2112023 No Y_ Me WA Vent a Sped Vary! Stiffs 19312023 No Yes No WA Vent be solid Very, son 12r73In023 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 V2 11amz, rdWL9t date 90 Ql2PKMSm 20 tmMd Eod-A Lic- validated IN misdim &boom FINC Amyl Alrgmmd iMhn Michael Stleh Robert Nraminen Joan W. Kne2axloh, PE 0926/2020 09nf2020 10,0212020 12M 5M20 Approved 1800) 765.3411 PE-Sa166 1954r772-6224 maliehagatcan Quaker A,--, Aviorovadfauee Amroeedfor Use Missal geggg Product Descrlaaon Ipj outside HVKZ atswantP Foergl.ss reinforced 3-tab Issunli ed, Sleb and 12IM21M No Yea WA WA rpmdge.sptMn anrnglel ^W W Cn > �--e U 2 -9 � N C:)- O Cn 0 0 0 O ?� = 0 UL CIO .w -ao E 0 L cn o cv �� -coQ E Z Z W J C/) (3)j CD 0 Z C CIO 0 0 CL Q L U 0 L W U m -0 0 LM W W Z z Q J SHEET NO. PA 160 I 9.11taii^O2 - Code MUM version Manufudemor Rey on 2020 TAMKO Isaueng Product LLC Category- Roping aabeategory: uneemeyrnerrts Compliance Method: EvNuallon Report from a Florida Registered Aron lest ora Licensed Fk41da Prdesslanal Engar e , FLe'12otn: Pro km tat ProdUd aatlY. Neer 6sr or N.rIM I TAMKO Rear laderlayments 1Am7r 2 TAMKO Rod JndeneW-tsdf4Of4-HVHZ) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ftpt I e I 104/2021 Matti, or thile pare Date Pending Data Coxl Ensroar & Iltirte validated v vaaa n rrwFSC Awwi �ow far � ai Kerr Edon Robes Niemine- Jonn W Knezevicn, PE i01114r203D 09292020 10022020 '2f1512020 Mpr-d ,417) 924-8644 PII (954) 7'2.6Tc4 sem„etlarh�tamko.can Quality Assurance Approved for llse Arwrawd for the lmpad Mato) Root uaaedey-t4 for uesm F BC HVHZ 0A/2 n`I Yes No NIA WA tlarifddton3. Roofuademsymetdsfor linen FBCnee-HVH7 06mf,023 No Yes NIA NIA Jxdedloaona- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pnee I nr ^ ICAQ071 Epp, Manlradurer contact ErK inw & Uceress VdWaWd 8r 'Vstdmsdsubmitted Fab AwfWW Approved Rewaon 2020 1WTek tic. E5n'Nader ICC E,siueban 9-ice. LLC lC- EvMuahon SIRI 08MIM21 DWt 0/stl21 0N122021 Approved t:Magonf: JFaAtKer Vp111p4Kteflta !»ell ii a- 4t L4 amCMagery. Trust Pletss eweldenI oar, 1,051599-9800 Conptarloe Method: Evaluation Report from a 1L4121971R9 Proirds HroM/ct Evaluation mart ass k Product Modal. Number or Name Quality Atsuran o Approved for Use AosiI Product Description conand Expiration Date jp.gym outside for Use HVML t $Fgjp&mt io.]ion From", 1 M18AH8 15 ga.:Inn sudngth buss co-edor p iI 12WJ'-022 Yes Yes NIA NIA 2 M18GHS 10 ga. sam no shenahtrusscmnector Rate 12/3'12022 Yes Yas NA WA 3 Nor 16 16 ors. !Hass w..neltor phate 12l312022 Yes Yes WA WA 4 MT184IB imp. ngh str 0. truss co- Worryele 12131 2022 Yes WA I's, 5 MT20HS 20 on II strwgth truss -edtar plate I W-!2022 Yes Yas NIA NIA 6 T06, MT1$ logs. Cross connstlor plates 12/3''.2022 Yes Yes NIA IUA 7 TL20, MT20 209a wars --tor pates 1213112022 Yes Yes NIA WA FLela91(t-0t] 3kE9 YffiSt40 M�e�ydam..r Re-.nsior. 2020 '. V Thompson rat,,. cbir -h=pscn Architect„ fel Mtts1-nd.ny i TAIACO) Category: Roofing Subcategory: Roofing Accessories that are an Integral Part f the Rooanq System Conpit-, Meedwd- E,Wu W Report Iran n =Io6ft Reglsered Arch nett or a -mied Florida Prc4assiole Engereer deEul Mods. Nentber Or Noma 1 -AJACQ Flat Top Ridge Vent wan Bella for Tea 2 !.MCC Goosaned, Vent 3 TAWO Off -Ridge Rani Vent wnh Bath 4 TA.MCO Round Top Off -Ridge Vent rdh BoMe for T!le nmeazrdan 9211 1122 Version Mwulasdurer R-a- 2020 Ways,eeusa Category: so usA-1 Components SubCalegory: Engmemed Lurltber Compliance MOMOO; E'+eWallon Barran from c. ?roduct Evalusb®n Entity FL1B527-R11 Products 3MLr ftwuc1 Moog Mranbelar Mnrq 1 Nscroden LVL 2 Farailam PSL 3 Tsabe Strand LSL 4 TJ Rim Board 5 Ydrpernaeusal Rial 3car1 Florida Department of Business & Professional Regulation Building Codes and Standards ' Product Approval Application Detail Emit, or 2111 299 care WtuLw Data contactErtmrlwreAlteense VWida1 ley Galatea submitted ESC A -MA A, -Id Sta"- TonyChnfinnn -hat R Finest ScamM JI PE 'uDW2020 O:N13.2G2L' 09t2.2320 12,151_020 Apxv.ad (81131248-3456 PE 7402' .717)3:7-8454 t any pa-nNokop6ng. wm product D,,dfl- 26 ga. sheik root venl6ator'aKh baffle 26 C. mg. gem raarvamffwor wft imagmmd bathe 26 qa. stalk door-miii or with bete Quality AssurarNe Approved for Use Adbaovad tat Use II sera klur- [n fart QrdM RNr2 Resistant PP-,, D9;D92026 Yes "tar NIA WA D91DS2026 No Its WA +3152.5 D9tDUR026 Yas las WA W . 09 D52026 Yes vas RA `VA Finrida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Gu'140P! enI of 21U 2$S Date Fbncln, 2112 Contifit ErMneer & Uceme VNMted By ytfdale..l 33r10111251 F®C AmroYAl Mooved R&M R2- R.'o A, _r E:e1ua4an &r ice L(I an .enter P F 07n12 �r_;-t 1•. 1:.�-[ 1 n2AY.:D2' .. r.ed r2531974 6476 1606'a A35-3:A6 R he+ -Balls inoweyrf-P. easercor'n PrnduFJ2-4ppom 0UW11, Assradrlrr Akof, C .. t act E.W29-Date in d for Us, Hv#IZ Aorr wd tax use oWslda HVHZ WIPPAII Reflsiata DfI Prot- Laminated VenL+er Lumber 0.3P, 2023 No _, NiA tv-1. Panel- Stmrd &umber 03.131.232' No yes NiA N:A Laminated Strand Lumber 0VY 2D« NP !"t. N;A WA. Structural :ompa"t Lumber or oriented 51�nd U31.',', 20='_ Tlo Vas NA rUA baud Ran Board Orienled Slmrta B-d Rirn B-J 03F1'rt',:13 NO Yes NA NIA, FtP1'lyore-rfi Cade Aloe YHaim M anrdactr Re Stan - Pal - , u�al dernor- P-cduu s. uc Category: S,01- SattlCalagary:. Stem Pareels compeanee mdrI.: Evalu at on Ramon tram a r -'a Regiateeaa ArcrYect or e lt'--sad Fmr de drags fil Engnaer FLM907o446 Rodfmis SsnY RpaUxr YedsL Nextnera Name 1 20 Gage GaNs-d! Steel Stain PuraI VH2 E. 24 Gage Garvenved Steal Scan PenatrNHVH2. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pais 1 el 1211 W021 Entity or DtDate a Date Pandrtp Dare _ Fnrten.ar A r irer�. {Rr' 4M1-rm� iaNarl 1IAYdatAd9a ltalldatild SlbbWad 0opmlod &chic rimRobin-oweter n. t+Il . P It .grin W KAezevcn_ PE n5Afi0Yl CA202D 12r'S2620 APProvep 554E 889.7545 PE-44167 1954i 772-6224 tmm. rrdaasar.�gppent m AporMll rot Use �h oved far usa WIND CL-Dated C -nr ec: S.- So.^. Raneis rManed 12(512022 Yes Yes Yes NIA a no by IMS 10 fr-de hLnicene prdection C-gated GeN izd Steel Starry Pent is retained /213/2022 No Yet Y. WA nr ne1 by Uacks ma;.-ds run'ranb prpar:t- Florida Department of Business & Professional Regulation Bullring Codes and Standards Product Approval Applicator Detail cage I ar I IA2021 Silt Er6h or .I1I1 Bit 0.10 WYMIn far Man version M contaot validated IN ydwd2d submitted jt Antero ad at*,, Revd., 2024 Alpine Stuart Legit ICC Evalustion Se Nce, LLC W*em M. Rime PE 1til312020 ':O22/2020 11IM2020 11/052020 Appr- Category: StrudMei Components 43215 7IC-3177 14071 681-1 B17 fthcetpaty; Truss Plod- fMau�nlpineYw.00m Comphares, Method: 2.1-tion Report lord s FLt1999-R7 Produ Rcdust EYelueMn Entity AN" Product MadN. Nlmbar or Mama $( Amowd to hits 1¢ i imp4d Resistant tYllMft 1 ITW BCG/Alpine Kpher &hangar IH temp; 91 IAshl Canecta R.ete /2ld1 J1024 Vas Yes N/A #1/A 2 ITW BCG/Alpine Fangs piste NMIM mplate ate 12r3l2024 es Y. Yet NIA NIA 3 ITW BCG/Alpine TMm Mehl Cwaector Rate 12I3l rM4 Yet Yes NIA NIA 4 ITN' BCCI Aprne We- Mehl Connector Rate t2J31fM4 Yes Yes NIA NIA +r ' N C- (n -CU > jr- }e 2 U- O 10 Ira�t U ! CO '^ O Q O O IL., ICU O !O ICU An Cn O U F /��� Sri . � / `V Florida Department of Business & Professional Regulation Page 1 of 4 Building Codes and Standards 1t25M22 Product Approval Application Detail FL#1H0&7 0949 Enftor Nor Daft Pate-ftBdiasl Dft LW Version Manufacturer Confa.tr Enatn"T & License Validated Bv Validated submitted FBI Approval Approved �gtug Revel do X.'3 Ck*ay Budding Products Ur parry ttark•rYeVerfield S-ttkarmton (;any P`dehier lwlti.7G2o 10014'20,t Ior:�-1) '. 2`15002.) Approved Category. E,: W or Co- (613) Y70 6062 Cc 6i,-K FB i 5,3 5 "6 $8 SubCategory S onal Exmrgr moor A6ser r!Ares rriyesterfiedjQdopar ;:-Dm Compliance Method: Eaivatrrt Report from a 4lorida Pogkta+pd Archdtaca ow a �rrvanwd Flnrida pfcris sicra'. Engr.eer FL#155Od-R7 Products 3 Cu3 LVS-7d PPS.,,-?f'537+3 @4A,✓4, -r3, 75, 15.E -91 7ri v'r.Oi Pa, (r.in 150aj .'loupg{;�1 t32 :p lei Cal <1i17?038 No Yes Yss +&PSF?SDS 7tW 4RST 4F, 4RSF, 6RST 'sRSF, ZRS'• 48. 4E8. 42. m de)'NINI)CODEW 74 'Air' Garage PSF 429. 55. 55SS GD5S G:)55'W. GRSS, GRSSJ, AR5S ARSsn; EC6S EDESV { AUG 2 6 2022 VIRTUAL REV!" ASSIS' I ,\ Virtual Review plans Review c0m,. i(:-,&,1 and a r for compliance with tneK ahOr PX2300 Edition by Debra Anne May 27, 2022 U) (D C i^ v O cat 1 O CL CL U � ICU 0 � L w z z a J SHEET NO. PA I l I EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 C= For direct inks to all SST approvals fisted below, CLECK H�RE. For additional inficravation regarding Floncle's Statewide Product Approval System and IvIlianni-Cade County Notice of Acceptance dNCAr, CLL�LL"R FL#2355-RT Sectill Product Model. Number or Name Product Description I Trion Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#9589-RS 2&19 Product Model. Number or Hame 171 duct Dleaciription 1 SDIO112DBB Outdoor Accents Connector Screw 2 SD9112, SD9212, SD1 0112, SD1 0212 Strong -Drive SID Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF227W, SDCF22858, SDCF221014, Strong -Dave, SDCP Timber-CF Screw SDCF221134, SDCF221334, SOCF271958, SDCF272358 5 SOCIP22434. SDCP22512, SDCP22F314. SDCP22700, SDCP22858, SOCP22912, Strong -Drive SOCIP Timber-CP Screw SDCP221 100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112. SDS25134. SDS25200. SDS25212, SDS25300, SDS25312, SDS25412, --trong-Drive SIDS Heavy -Duty Connector Screw SDS25500, SDS25WO, SDS25800 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Stroing-Drive SDS: Heavy -Duty Con nector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SOWIF2728. SDWF2730 Strong -Drive SOWF Floor -to -Floor Screw FIL#100Q?-R8 12" Product Moliki. Number or Name EMd992U0LR= I ATR3/8, ATR112, ATRS/8, ATR314 Threaded Rods 2 ATUD5. ATUD&2, ATUDO, ATUD9-2, ATUDG�3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 B13318-2, BPV2, BPI/2-3, SP5/8-2 BF)98-3, BP314 BP314-3. BPRTU03-4 Bearing Plates 4 CNW3f8, CNVV112, CINW518, CNW`X4, CNW518-1/2, CNW314-518 Coupler Nuts 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76. CTUD77, CTUD87, CTUD88, CTUD97. Coupling Take -Up Device CTUD98, CTUD99 6 N13, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD313, RTU04 RTUD413, RTUD5, RTUD6, IRTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 3le'Uplift Rod Run Tiedown System 11 URS4 Ir2' Uplift Rod Run Tieclown System 12 URS5 5/&* Uplift Rod Run Tiedown Systern 13 URS6 314" Uplift Rod Run Tiedown System FL*10441-R6 §W Product Description I D172 Hold-down 2 HDC1014, HDC1Gf22 Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HDU2, HDU4, HDU5, HDU8, HOU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purfin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA,MASAP Foundation anchor strap 8 MPA132, MPA144 Strap -style purkn anchor 9 PA18, PA23, PA28, PA35, PAST. PA68 Strap-stylee purlin anchor 10 PAI18, PAI23, PA128, PA135 Strap -style putlin anchor 1 '1 STHDID, STHD10RJ Strap -style hold-down 12 STHD14, STHD14RJ Strap -style thold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/M2020 For direct linksto all SST approvals listed below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and MiamitDade County Notice ofAcceptance (1,10A), �;LICK HL_RZ. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3t8" to 15-lffl"� 22 LBAZ series hangers Top flange hangers available in width of 1-9Y16'and heights ranging from 9, 3116" to 13-1ff' 23 LEG3, LEGS. LEG7 series hangers Top flange hangers available in vodths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/7' 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 71&E and heights ranging from 9" to 32-11Z' 26 MIT -r.. hang.- Top 1i hangers available in �idtjhs ranging from 1 -OM6'* to 6 1/8" and heights ranging from 9-1/4�'Ijo 24" 26 PF, PFB, PFDB PFOSS series hangers Top flange hangers arvailable in vvidth of 1-9/16'and heights ranging from 3.3i'T'Id 7.118" 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths -rioging from 1-9)16" to 7- 118!* and heights ranging 9-114" to 32" FL*IOMO-RS Sea 0 Product Model, Number or Name I ABA", ABA44R. ASA46. ARA46R ABA66, ABA66R 2 ABU44, ABU"R, ABU46, ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ABU681R, ABU88, ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW`7-7 4 AC4. AC4R, ACE4, AC6. AC6R, ACE6 5 BC4. BC46, BC41R, BC6, BC6R, BC8, BCS2-214, BCS2-316 6 CS44, CB46, CB48, CB66, C888 7 CBS044-SDS2, CBSQ46-SDS2, CBSQ6l CBSQ88-SDS2, CBSQ8&SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2 5, EGCQ-SDS2.5 Series 10 CPT44Z, CIPT66Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPBW 12 EPS4Z 13 LCS44, LCBW 14 LPC4Z,LPC6Z 15 MPB44Z, MPB66Z, MPB88Z 16 PB44, PB44R, PB46, PB66, PB66R 17 PBS44A, PIBS46, PBS66 18 PBV6,PBV10 19 PC44-18, PC46-16, PC48-16, PC64-116, PC66-16, EPC44-16, EPC46-1e. EPC48-16, EPC64-16, EPC6e-16 20 PC4Z, PC4RZ, PC6Z: PCORZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCOZ, EPCBRZ, EPC8Z, EPC8RZ 21 PPB44.4Z, PPB44-OZ 22 RPBZ fl-Illilloffir-R5 §9SLg Product Model, Number or Name 1 FJA, FSA 2 FRFP 3 GH46-6 GH4", 01­148-6� GI-14", GH410-6, 4:;H410-8. GI-166-6, GH66-8, GH88-6, GH6a- 8� GI-16110.6, GH610-8 4 GLBSA, GLBSB GLB5C, GLBSD, GLB7K GLB7B, GL87C, GLI37D 5 GLET512, (7,131-7612, GLeT516, GBILT616, GLBT520, GBLT620 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SOS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3-1 f4" to 9-1 rZ'and VQ ranging from 3-5/6'to 7-1/2' Screwed column caps wth W1 ranging from 3-1/4" to 9-1/2" and W22 ranging from 3-51&'to 7-1rZ' Concealed Post To Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap P-L B­ Retrofit Post Base Product Description Foundation Anchor Fiat Retrofit Foundation Plate Gircror Hanger Glulam, Bearing Plate Glularn Bearing Plate Heavy Glularn Bearing Plate Heavy Girder Tiedown Universal Foundaton Plate Universal Retrofit Foundation Plate EZ= Simpson Strong -Tie 2020 FBC Approved Products Updatel 112f30/2,020 For direct links to all SST approvals listed below, C UC K HERE. For additional information regarding Florida's Statewide Product Approval System and Morni-Decte County Nctice of Acceptance (NOA) FLAM0446-R6 JW Product Model, Number or Name Product DIII 1 A21 � A23, A33, A34, A35, A44 Angles 2 APA21. APA4, APA6. APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44, APF344R, APVB66, APB88R. APB88, AP888R APS1010, APB101OR APVS44 Outdoor Accents Post Bases APV944R APVB66, APVB66R, APVB88, APV888R, APV61010, AFYV61010R 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6. APVDJT2-4, APVDJT2R-4, AP'VDJT2-6 Outdoor Accents Deck -,oV Ties, APVDJT2p-8 5 APHH46, APHH46R. APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4. APV76 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24. APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hanger. 8 BVLZ Brick Venere r Ledger Connector 9 CBT2Z. CBT4Z Concealed Beam Tom 10 CJT3Z, CJT4Z, CJT5Z CJT62 Concealed Joist Ties, 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 113 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 G usset Angles 16 H2A, H2 ST. H6, H1 OA-2, HI OS, H1 4, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBSIZ Knee -Brace Stabilizer 20 1_30,1_50,1_70,1_90 Angles 21 LCE4 Postcap 22 LS30, LS50, LS70, LS90 Skeyvabfie Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Fed AdjustableJack Hanger 25 LSSR1 81, LSSR21. LSSR2 37, LSSP2.56, LSSR210-21 LSSR410 Field Adjustable SopeablelSkewrable Hanger 26 LTP4,LTP5 Tie Plates 27 ML23Z, ML24Z, lill ML28Z, ML21OZ Angles- 28 MMH8 Roof Tte-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2. MMLU28, MMLU28-2, MMLU210. MMLU1211, MMLUI39, MMLUI311 Fact -Mount Hangers 31 RBC RISCP Roof Boundary Ciprs 32 RST-3 Roof Tie -Down 33 RTC22Z. RTC42. RTC2Z, RTC44 Rigid Tie Connectors 34 STC STCT DTC,HTC4 Truss Clips 35 TJC37,TJC57 Truss Jack 0ips 36 Z2, Z4, Z" Panel Stiffener Clips Z=QW-M Seq # Product Model, Number or Name I AHEP 2 DSC2R-SDS3, DSC2L-SDS3. OSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1 81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1 81, HHRC44, HHRC5 25/3 25. HHRC5 3713 12, "i-iRrAs 6 HRC1.131, HRC22 7 LRU26, ILRU28, LRU210, LRU212 8 LSU26, LSSU28. LSSU210 9 TBE4, TBE6 10 TC24, TC26. TC28 11 THA29, THA213, THA218 THA218-2, THA222�2. THA4113, THA418, THAC418, THA4222, THAC422, THA426, THA422-2. THA426-2 12 THAII 81r22 THAl2 06122, THAl2 1 t22, THAI222, THAI322, THA13522, THA1422 13 THAL422, THAR422 14 THJA26, LTHJA26. LTHMA 15 THJM2-4-SDS3, THJMZS-SDS3, THJU26, THJU26-W 16 TSBR2-24 17 VPA2 VPA25, VPA3. VPA3�, VPA4 18 VFCR E= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3Of2O2O For direct links to all SST approvals listed below, For additional information regarding Rcindit'ri Statewide Product Approval System and Memi-Dade County Notice of -Acceptance (NOAl. HERE FL#10456-RS Sela # Prod uctt IMMo at or Name Product Descript on 1 BT,BTB,BTH Brick Toes 2 CMST12, CMST14, CMSTC16 Coiled Straps 3 CS1 4� CS16, CS1 8, CS20 CS22 Coiled Straps 4 C-SHP18. CSHP20 Coiled Straps 5 CTS218 CompressronfTension Strap 6 DQP, SSP, TSP Stud to Plato ire, 7 HI H10A, H2,5A, H3, HO, H7Z H16, H16S, H16=2, H16.2S HurticaneTpeis 8 HGT-2. HGT-3, HGT-4 Heavy Gird er T iedown Q HS24 Hurricane Tie 1. ') HSS2-SDS!,$, HSS2-2-SOSr, HSS2-3-SDS3. HSS4-SOS3 Heavy Stud Shoo 11 HST2 HST3,HST5,HST6 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30 HTS30C Heavy Twat Strap 3 HTS016KTZ. HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9 LSTA12 LcTrAlS LSTA18 I STA21, LSTA24, LSTA3G LSTA36 Straight Straps 16 LS7149, LST173 Straight Straps 17 LTB20, LT940 Bridging 18 LTS12.LTS16,LTS18.LTS20 Light Twist Strap '19 MGT Medium Girder Tiedown ,0 MST27. MST37, MST48, MSTW, MST72 Straight Straps 21 MSTA9, MSTAI 21 MSTA1 5 MSTA1 8, MSTA21 . MSToi MSTA30, MSTA36, MSTA49 Straight Straps 12 MSTC28, MSTC40, MSTC52, tASTC66, MSTC78 Straight -Straps 23 MSTC4861, MSTC66B3 Pre -Bent Straps MSTI26, MST 136. MST148, MSTIOO, MST172 Straight Straps 2-5 MTS1 2, MTS16, MTS1 8 MTS20, MTS24C, MTS30 MTS30C Medium Twist Strap "16 NCA200-12, NCA2x12-12 NCA2x8-16, NCA2,00-16, NCA2xl2-i6 Bridging 27 RCWB12, RCW814 Wall Bracing 26 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1: SP2, SIP4, SP6, SP8 Stud Plate Toe 31 SPH4 SPHiSSPH8 Heavy Stud Plate Tie 32 SS1 5, SSZ5, SS3 SS4.5 Stud Shoe 333 ST9, ST12, ST18, ST22, ST2912, ST2122, ST21115, ST2215. ST6215. ST6224, ST6n6 Straight Straps 2-4 T620 TS27, TB30, TB36, TB42, TB48 T554 TB56, T860 Tension Bridging 35 TVVB10, TWE12 TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W61W, W13106C, WB126, WB126C, WB143C Wall Bracing F1.1#110031-flio §ZLV ED Product Description 1 CBH2 37x5 5 CBH2 370 63, CBH2 37xg 75 Adjustable Hip -End Connector 2 DU DHU DHUTFsenes hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3 63-SDST HGU5 25�SDS, HGU5 50-SDS. HGU5 62-SDS, HGU7 00-SDS, HGU7 25- Heavy Hip to Ridge Connectors SOS, HGU9.OG.SDS I HGUS conee h.ng.- Hip Ridge Connector RafterHanger 5 HHGU5.25-SDST HHGU5 50,SDS, HHGU5 V_SDS, HHGU7 00-SDS, HHGU7.25-SDS, Light SlopeabialSkew;ible U Hanger HHGU9 00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHU�-2&2, HHUS210-2, HHUS46, HHIJS48 HHUS41 0, HHUS5 50110, Truss Clip HHUS7 25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC HSL)LC ser�ps hanger, Acqustable Truss Hanger Sized for I -Joist& Skewed Truss Hanger rylultiple Truss Hangers a HTU26 HTU28 HTIJ2101 HTU-16-2 HTU128-2, HTU210-2 Multiple Truss Hangers 9 HU. HUC series hangers Tfus.s Spam -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SDS, HUC01 �81111 -SDS, HUCQ210�2�SOS, H00O210-3-SOS. HUCO310- SDS HUCQ410-SDS, HUCQ412-SDS, HUCQ5 2%-SDS HUC05 25/1 I-SDS, HUCQ610- SIDS, HUC0612-SDS E= Simpson Strong -Tie 2020 F13C Approved Products Updated QJ30,12020 For droct links to all SST approvals listedbelow, CLICK HERE. For additional information regarding Flanda's Statewide Product Approval System and Warni-Dade Court� Notice of Acceptance (1,104) FL#11468-R5 Sea # Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6. HRS8. HRS12 Strap Ties 3 HUCO210-2-SOS, HUCO210-3-SDS, HUC0310-SDS Joat Ha"gel 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THG02-SOS3. THG03-SOS4 5, THGOH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS6 Joist Hanger 6 THCWS-3, THCW3-4, TiCW4 3, THOW44 J-1, Hanger FL#11473.R5 IMI Product Model. Number or Name Product Description I DETAL20 Double Embedded Truss Arichor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, H16S, H16-2, H16-2S Hurricane Tie 4 HFTA1n HF=TAJA HPTA,�O HFTA�-4 Hr-TA4n Fmh�Aded TnA� An,,hc, 5 HETAL12, HETAL161 HETAL20 Ernbedded Truss Anchor 6 HGAM10 HM9 Masonry retrofit connectors 7 HHETA16, HHETA20, HHETA24. HHETA40 Heavy Embedded Truss Anchor 8 LGT21 LGT3_SDS2 5, LGT4-SDS3 Girder Tieclown 9 LTA2 Lateral Truss Anchor 10 META12, MIETA16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Stap Tie for Masonry 12 MTSM16. MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FL#1 1496-R5 OSW Product ModelL Number or Name Product Description I DT71Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD36, HD5B, H07B, HD9B Bolted Holdowns 4 HT74, HTT5, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#1 N26-R5 Segif Product Model, Number or Name Product Description I SB518x24, S67f8x24, SB1x30 SS Anchor Bolts 2 SSTB16 SSTB20, SSTB24, SSTB28, 5STB34, SSTS36, SSTE16L, SSTB20L, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13872-R4 Stagif Product Model, Number or Name I CMST12, CMST14, CMSTC16, GS14, CS16, CS15, CS20, CS22 2 HIRS6, HRS8. HRS12, FHA6, FHAQ. FHAl2, FHA18, FHA24. FHA30, MST126, MST136 MSZT148. lvlc�TlAn, M1_:ZT172, �4?JqT27, QIMST'47, �q/m'-ZTIA 3 HTS16, HTS20. HTS24, HTS28, HTS30, HTS30C 4 LSTA30, LSTA36 LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18 MSTA21 MSTA24 5 LSTA9, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25 SUBH3 25. MSUE:13 25 7 LTP5 8 LTS12, LTS16, LTS18 LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18. ST22, MSTC28, MSTC40, MSTC52 10 MSTC66. MSTC78, ST6-236 11 MTS12 MTS16 MTS18 MTS20 MTS30 MTS24C, MTS30C 12 S/81 56 SS1.81, SfB2,06, S/132 37. S(B2 56, S182 68, SfB3 12 SIS, 56, SIB3.62 S/B4,06 SIB4 1 '1 SIB4 28, SJB435, SFB550 13 S/BA2 1218, SIBA212110. SIBA212J12, SIBA2.12i'14, SIBA4 18/8, SJBA4 1W10 VBA4A8112, S/BA4 18114 14 S/H1A 15 S/HO&S_ SlHD8B, "1310S, SIHO10B SfHO15S, S/HD158 16 S/1-101-14, S/HOU6, S/HDU9, S/HDU11 17 S/JCT. S!HJCT Product Oesc notion Coiled Straps Straps 97 m it (12 ga) Heavy Twst Straos, Strap% 43 ant (18 gal Straps 33 mil,120 ga) B(dglng Connector Lateral Tie Plate Light T-t -Straos Straps 54 rail (16 gan Straps 68 all (14 ga� Medium Twat "t raps Top Flange Joist Hangers rop Flange Joist Hangers Hurricane Tie HcIdowns Holdowns. 'ont Hangers P[9duct Description Concealed harrigeis Face -mount (DU, DHU) and top-I'large (DHUTF) hangers available in wdrhs ranging from 1-9/16" to 3-9/16" and heights ranging from 9-118" to 23-15f16". Face-mounit hangers It- mount h..S.- ..�,labl. in width. ranging from 1 SJS" to 7 3/8" and heights ranging from 5-5116" to 12-7/8" Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3. 1/8' to 5-1/8" and heights ranging from 4-3/4" to 15-3/4" Concealed flange versicr� (HSURC, HSULC) available for all double 2X and 4X models. only acute flange is ooncealed Face -mount hangers Face -mount hangers available in widths ranging from I -W16'* to 7- 1/2" and heights ranging from 2-7/8" to 19-1/4" Concealed flange version (HUC) available for all models having width equal to or greater than 2�9116". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12t"2020 For direct links to all 3ST approvals listed below, CLI-K H, <� UL- For additional information regarding Flonda's Statewide Product App�al System and Mismi-Dade, County Notice of Acceptance (NOA) �_'i K �ri� S/LBV1 545, SJLBV1 81 SILBV2 06 SiLBV2 37, SILBV2 56 SfLSV2 68, S/LBV3 12, Top Flange Joist Hangers S/LBV3 5%3. &LBV3 62: SILBV4 06, SYLSV4 12, SfLBV4.28, &LBV4.75 SILBV5.50 19 S/LTT20, S,01T27, "TT1 4 HTT4, H T 1'5 Holdowns 20 S/MST60, SiMST72 'Straps 118 mil (10 ga) 21 SP4, SP6 Stud Plate Ties 22 SSP DSP,TSP Stud Plate Ties 23 STC DTC Truss Clip 24 TB022 Truss Brace Diagonal -16 TJCS7 T­ Jaak Con-t- FL#13904-R5 S .Ag_# Product Model, Number or Name I CCQM3 62-SDSHW, CCOM4�82-SOSHOG, CCOM5 50-SDSHOC, CCTOM3 62-SDSG. CCTOM4 62-SDSG, CCTOMS.50-SOSG, CCCQM33 62-SDSG. CCCOM4 62-SDSG, CCCQMS 50-SDSG ? I=C,(-,l OMI 6��­KT F(-.rl 011,14 r,')r;.KT FC('1 OMr, 1,rJG ­KT rCCI I QW)"I ECCLLOM04.62G.KT ECCLLOMOS 5OG-Kr ECCLRQM03 62G-KT. ECCLRQMD4 62G- KT, ECCLRQMD5 50G-KT 3 HGUM5 25, HGUM5 50, HGUM7 00 HGUM7 25. HGUM9,00 4 I-GUM213-2. LGUM26-3, LGUM264 LGUM28-2 LGUM28-3, LGUM28-4, LGUM210-2, LGUM210-3, LGUM210.4, LGUM46, LGUM48, LGUWA10 5 MBHA3 1219.25, MBHA3 12111.25, MBHA3.561725 MBHA3 56lg 25, MSHA3.56111 25, MBHA3 56/11 88, MBHA3 56/14, MBHA3 58f16, MBHA3 56/18 MBHA5 5017 25, MSHA5.50/9.25. MBHA5.50/11.25. MBHA5.50,111.88. MBHAS 50/14, MSHA5 5Ofl6. MBHA5,50/18 6 MBHU3 5619 25, MBHU3.5611125, MBHU3 56111.88, MBHU3.56114, MBHU3 56/16, MSHU3 5618, MBHU5 50/9,25L MSHU5.50/11.25. MBHU5 SW1 1 88, MSHU5 50114, MBHU5 50116. MBHUS 50118 FL#13975-R6 Sorg 0 Product Model, Number or Name 1 SDW22300, SDW22338, SDW22438. SDW22458, SDW22500. SDW22600. SDW22638. SOW22634 2 SDWC 15450, SDWC1 5600 3 SDWH19300DB, SDWH1940ODB, SDWH19600DB, SDWH19800DS, SDWH191000DB 4 SDWH27400G. SDWH27600G, SDWH278ODG, SDWH271000G, SDWH27120OG 5 SOWS16212, SOWS16300, SDWS16312, SDINS1640D 6 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22%W, SDWS222800, SOWS22900, SDWS221 000, SDVVS221 I OQ SDWS221200, SDWS2221500 7 SOWS22300DB SDWS224ODDS, S DWS2250ODB, SDWS2' 26WDB SDWS22E!tWDEI SDWS22100ODS 8 SDWS22312DE3B SDWS22512DBB 9 SOWS27300$S, SOWS2740OSS SDW$275WSS SDW$2750C.SS SDWSI-78WSS, SDWS2710ODSS, SDWS27120DSS 10 SDVVV13400 11 STN22 Product Description Masonry Per Caps MAsnnfr, Pier Caps Heavy kbsonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Stiong-Drive SDW EWP-PLY and TRUSS -PLY Screws Strong-Drrve SDWC TRUSS Screw Strong-Drrve SDWH TIMBER -HEX Screw Strong-Drrve SOWHI TIMBER-HEXHDG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interio(Grade) I Strong-Drrve SDWS TIMBER Screw (Exterior Grade) Outdoor Aocents Structural Wood 5crew Sbong-Drwe SGWS TIMBER SS Screw Strong -Drive SDVVV SOLE,TO-RIM Screw Outdoor Accents Hex -Head Washer FOMN-IR3 §&I�# Product Model. Number or Name Product Descritition 1 AS 18 AS 18S5. AS 18S6 18 ga Truss Plates 2 AS 20HS 20 ga High Strength Truss Plate 3 AS-20 20 ga Truss Plate 4 ASHP Hinge Plate Connector Luumaku Sod # Product Model, Number or Name Product Description I ET -HP Adhesive Anchor for concrete 2 GAC GDP, GDPM-50, GDPM-75; GDPM-100, GDPS, GW�50. GW-75. GW-100 GTH Gas -actuated fasteners and assemblies 3 PDPA PDPA-K PDPA-MG, PDPAT PDPAT-K, R,NW, PINWP PINWP-W. POPAWL. Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA PECLDPA, PTR HA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12130 M220 For direct Inks to all SST approvals listed below, l: �KH �X For additional information regarding Florida's Statewide Product Approval System and Mlarrit-Oadis County Notice of Acceptance INCIA), CLICK HERE. -6--m (D a) C_ Cn > 2-_0 (D CL 0- CIO C- CD 0 =3 0 U) 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/&'to 3- =3 -cu U) 9116"and heights ranging from 4-5/16'to 11" Conceakedflange (1) -0 Q version (HUSC) available for models having width equal to or C) 0 greater then 3.9116". = L_ CD 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 0 5/8" and heights ranging from 9-114�'to 16", 0 UL 13 LGU3 25-SDS. LGU3 63-SOS, LGUS 25-SDS Face -mount hangers M 4­0 it+- CU 14 LU24, LU26, LU28, LU210 Face -mount hangers M C) > 16 LIJC2SZ, LUC21OZ Face mount hangorc, U) E 2 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16'to 4- CD K_ cD -6-P 5/8" and heights ranging from 3" to 10-15/16" Cl) CC CL 17 MGU3.63 SOS, MGGUS 25-SDS, MGUS.50-SDS, MGU5L62-SDS, MGU7.00-SDS Face -mount hangers !E ICU .40 CL 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116'to 5- 1/8" and heights ranging from 6-1511 O'llo 19-1 Z. 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed flaots-mount hangers available in vA&hs ranging from 1 - 911 6'to 3-9/16'and heights ranging from 3-1 tl 6'to 13-3/4". Concealed flange version (SURC, SULC) available for all double 2)( and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging froat 1-9/16'to 6'and heights ranging from 2-5/8" to 11-114". FL#1066T-R6 AW Prodict Model. Number or Name 1 BA series hangers 2 DGBF series hangers 3 OGF series hangers 4 DGHF series hangers 5 EC-5, EG 7 EG9 series hangers 6 EGO series hangers 7 GLS series hangers 8 GLTV series hangers 9 H8 series hangers 10 HGLS series hangers 11 HGLT series hangers 12 HGLTV series hangers 13 HIT series hangers 14 HU$TF series hangers 15 HUTF HUCTF series hangers 16 HWP series hangers 17 HIWPH series hangers 18 ITS series hangers 19 JS series hangers 20 JBA series hangers \/RA AUG 2 6 2022 viRTUAL piF­1i,W ASSIS' Virtual Review Asrl-"s' Planc; Review (;QiPOEM�d and appro"y for cornpiianCe with tne 2.020 FBG 11 ;7dition by Debra Anne Klahr PX2301 Top flange han gets av ailable in wift s ra nging from 1 -9/16" to 7- 1/8" and heights ranging from 7-1 /V'tc 30" Top flange hangers available in vadths, ranging from 3-518" to 7- 1/8" and heights ranging from 9-11W'tc 24". Top flange hangers available in widths ranging from 1-1/2" to 3- 5/8" and heights ranging from 7-1/4" to 24" Top flange hangers available in viadths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-114" to 24" Top flange hangers available in vvidths ranging from 5-1t4" to 8- 7/8" and heights ranging from 11" to 32-1/2". Top flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11-1/4" to 32* Saddle hangers available in widths ranging from 3-114!'to 6-718" and heights ranging from 8-11Z'to 28" Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 37' Top flange rangers available in widtlits ranging from 1 -91 16'to 7- W" and heights ranging from 8" to 3C' Saddle hangers available in widths ranging from 5-1/4" to 8-718" and heights ranging from 10-1/2" to 28" Top flange hangers available in widths ranging from 3-1/4" to 8- 7f8" and heights ranging from 7-117to 37' Top flange hangers available in widths ranging from 3-1/4" to 7- If8" and heights ranging from 14" to 33'_ Top flange hangers available inwidths ranging from 2-SM6" to 3- Q/1 R'.ind highft -inging f-- I A" tn 2R' Top flange joist hangers available intAdthr. ranging from 3-118" to 3-9/16'and heights ranging from 5-3/8" to 13-1/8". Top flange hangers available in vwdths ranging from 1 -9116" to 5- 1/2" and heights ranging from 3-7/16'bo 15". Concealed flange version (HUCTF) available for all models having vvidth equal to or greater than 2-9116". Top flange hangers available in vvidths ranging from 1-9116" to 7- 1/8" and heights ranging from 5-3/6'to 28". Tot) flange hangers available in Yoddis randing from 1.9116" to 7. 1/2" and heights ranging from 5-3/&'to 32" Top flange hangers available in widths ranging from 1 -9/16" to 3- 5f8" and heights ranging from 9-1/6'to 16' Top flange hangers available in width of 1-9/16'and heights ranging from 5-3t&'to 7-14'. Top flange hangers available in vvidth of 1-9/16'and heights ranging from Q-3t16" to 13-1/F'. MM-MM Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3O/2020 For direct links to all SST approvals listed below, CLICK HERE For additional information regarding Raiders St3tewide Product Approval System and Miarrat-Oadle County Notice of Acceptance (NOA), 5 SET-XP Adhesive Anchor for concrete 6 Stroing-Bolt 2 (STB2, STB24SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 318 staindess steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) Titen HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or wirth countersunk head In carbon steel and Type 316 stainless steel 8 TrIten HD Rod Coupler (THD37634RC, THD509341RC) Tken HD Threaded Rod Coupler for concrete 0 Tilton HD Threaded Rod Hanger (rHDO26168RH, THDB37168RH, THD37212RH, Titen HD Threadcd Rod Hanger for cioncreto THID50234RH, THD10212RH) 10 Wedge -All WA) Wedge -All Anchor for masonry FL#16230-RO &" Product Model, Number or Name 1 AT-XP 7 FT -HP 3 SET-XP 4 Strong-Boft 2 (STB2) 5 Trion 2 (TTN2) 6 Titan HD (THD-H4SS, THD-H6SS, THD-CS6SS) 7 Titen Turbo (TNT) FL#1 6937-R3 k" EZ_ 211 1 X3481016-5K,XlS1016,XlB10164KXQIS1010,XQ181016-4K 2 XLQ1 1 4TM4. XLQl 14BI 224-2K 3 XMIQ 1 14SI 224, )WQ1 14BI 224-2K 4 X01 14S1 224, X01 1 481224-2.5K X1 14S1 224, XQ1 12SI 224, XQ1 12B1 224- 2K 5 XU34S1016, XU34B1016-5K FL#30320-RO Seq_# Product Model, Number or Name 1 OSSCS43.5, OSSCW, DSSCB48, OSHIS 2 FCB43 5, FCB45.5, FCB47.5, PCE49.5, PCB411.5 3 FPHS034SIO16, FPHS034BI016, FPHS03481016-SK, FPHS034S1214, FPHSD34B1214, FPH$03481214-5K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, GFC4 25, SFC6.25 5 LSSC4 25, LSSC6.25, SSC2.25, SSC4.25, �;SC6.25, li MSSC4.25, MSSC6.25, MqSr-A 2r1KW. IdI 21;Kw 6 IRCKW3, RCKW5.5, IRCKW7.5, RCKW3S, RCKW5,5S 7 SCS43 5, SCS45 5, SCB47,5, SCS49.5. SCB411 5, MSCB45 5, MSCB4T5 8 SCS32-5N7, SCS62-SM7, SCS62-51118, SCS82-51118 9 SCW3.25, SCW5.5 10 SJC8 25, SJC1 0 25, MSJC8 25� MSJC10.25 11 SSS3,518 12 XLSH3481414, XLSH78B1414 13 X01 S1 016, XO 1 R 101 6-4K X01 S1 214, XO1 RI 214-3 SK X078SI 224 X07891 224-3K, X01 14 S1 224, X01 14B1 224-2 5 K XQ I 12S1 224, XQ 1 1261224-2K X34B 1016- 5K, X1 S1 016, X 1 B 101 6-4K � X1 S1 214, X1 B1 214-3 5 K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry FT.HP Fpnyy Ad hP_-izivft for mAnnnry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Soft 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Tilton HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head Triton Turbo Screw Anchor for concrete or masonry Product Designation #10-16 Stro ng -Drive X Metal Sod -Drilling, Tapping Screvvit wo #3 Drill Point #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Large Diarneder Hex Washer Head #12-24 Strong -Drive XIM Modiurn-Herad Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Dave X Metal Self-Dtilling, Tapping Screws witin #5 Drill Point #10-16 Strong -Drive XU Metal Soff-Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift: Strut Connector Bypass Framing FIxed-Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Op Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Dave XLSH Shouldered Self -Drilling, Tapping Screva #10-16. #12-14, and #12-24 Strono-Dava X Metal Strif-Drilling Tapping Screws Z W Clio C_ > W 0 C>10 2 0 =:3 -0 CU 2 M W _J CL SHEET NO. PA 102 MIAMFDiADE I AM-DADECOtt'hi1Y r PRODUC T C ONTROL SECTION nano= SIX' 26 Street Pam _ca DEPARTMENTOF REGtTLATORY a'�DEt:O?rtOaltlC' RESOURCES (RER) Mni srf »1'�-2i'k BOARD AND CODE ADIMZSTR.,i'1'IONDMSION T(r£fit315-.590 NOTICE OF ACCEPTANCE CNOA) E PGT Industries. Inc. 1070 Techneiogn Din r. North [`enure. FL 34275 SCOPE: This NOA is being issued under the applLcable rules and regulations governing the use of construction matemis. The documentation submitted has been reviewed and accepted by %fiami-Dade CouwYRER -Product Control Section to be used in'.ltia:mi Dade County and other areas where arced by the Authonty Having Jurisdiction (ADJ) This NOA shall not be valid after the expiration date sated belmv. The NfLanu-Dade County Product CcntreA Section riMi,attuDade County) and-orthe.AX in areas other thanikhaniDade County) reserve the fight to have this product or material tested €or quality asf urance puiposes. If this product or material fails to perform in the a ccepted manner. the manufacturer wi1iincurtheaxp se of such testing and the.MVmay immediffelyrev oke.modify.or suspend the use of such product or material within their 3umdiction. RER resen-es the right to revoke this acceptance. if it is determined by iN iami-Dace Court Product Control Section that this ptvdtrct or material fails to meet the requirements o f the applicable building code. This product ns approved as described hetetm and has been designed to comply with the Florida Building Code. including the High G elocityHurrtcaue Zone. DESC-RIPTION: Serifs -5t7Q'2'70" Vinyl Sliding Glass Door (Reinforced) m wo 906 & 13. corners -Laid. APPROt AX DOCT-W' T: Drauruir No NW-5570.0 Rev B. titled -Vinyl Siding Glass Door NOA (l.)-. sheet I dirough 21 of 21. preparedby cturer. dated 10 s4i-1.5 and last r+et'ised on 02,01,21. signed and sealed by A_ Lyme Miles.. P-E.. bearing the ianii-Dame County Product Control Revision stamp with the Notice of - Accep once numlxr and expiration date by the Miami -node Coat; Product C,)allot Section. MISSILE hIPACT RATING: Lame and Sma113fissile Impact Resistant Limitations: I . See table I (sheet 7 j and treble 2 (sheet §) for appli>cabie SGD unb size::.. design pressure;. reinforcements types. glass types. siU riser (see tables B-1 & B-2, sheets '-8) and awhor layout sbeets requirements in 11 thru 16. L Rigid "Vhite PVC. Tan (Non -%A ) Rigid PVC and B *%Nu coated (Painted or laminated) white Rigid PVC to be late led per referrtxtd NOA' s requires.► =. 3. Egress operable doors must comply with nun clear width or height per FBC requirement. as applicable. 4. Pocket walls under separate appras: aL to be resiewed by Building, official LABEL.LNG: Each unit sha►u btatr a petmanent label with the manufacturer's name or logo. city, state and aeries and following start : "Miami -Dade Co utiry Product Control Appro,.vd"_noted herein, R.ENEtS AL of tins NOA shalt be considered after a reneuai application has been filed and there haa been no change in the apples able building code negauveh- affecting the performance of this product. TEIOID ATION of the NOA will occur after the expiration date or if theta has been a re :istot or change in the materials. use, andor m,anuifacture of the product or process. Misuse of this NOA as am eudomennetn of any product. for sales, advertising or any other es shall automatically tee to this NOA. Failure to complh-w th any section of this NOA shall be cause for termination andremoval ofNOA ADS-ERTISE'MENT: The NOAnumber preceded by the words 3•fsami-Chide Counry. Florida and followed by the expiration date may be displayed in advertising literature. if any portion of the NOAns displayed. then it sha 11 be done in its entirety. IN -SPEC TTON: A copy of this entireNOA shall be proNued to the user by the manufacrutet or its distributor-, and shall be avadabte for inspectnon at thelob site at the regent of the Building Official. This NOA revises & renev% `OA 920-0429.05 and consist, of dtispalge I and e%idence pages E-1. E-2. E-3. E-4. E-5 & E-6 as well as approval doctamneat mentioned abcre. The submitted doctmenmtion was reviewed by Ishaq L Chanda, Y.E. NOA, 'No.:1-ONS.03 Expirstion Date::April 14. 2026 s, .�., r,•,_ Approval Date.'ilarch :19.2021 Pala I PGT Industries. 3nc. NOTICE OF ACCEPT--LNC'E: EVIDENCE SUBMITTED 2. Evidence Submitted under- pre,%rios submittal A. DR4AVriGS I. Drawing No, XID-5570.0 Rev B. titled ' Vial Sliding Glass Door NOA (L i'�I)' . sheets I through 21 of 21. prepared by manufactmrif. dated 1005 15 and last revised on 04 22,20 signed and sealed by A. Lynn INS., P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Ain Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC_ TAS 201-94 5) Cyclic Find Pressure Loading per FBC. TA S '203-94 along with n axked-up drawings and installation diagram of all PGT Industries. Inc - representative traits listed below and tested to qi alif ' Dow'sil "91 and Dow•sil 983 silicones. prepared by Fenestration Testing Laboratory- Inc-. Test Reports No.: FTL-"897, PGT PW5520 PVC Fixed Window (unit 6 in propo:,all. dated 09 03:14 FTL-20-2107.1. PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- ?107.2. PGT C A740 Alum Outswing Casement WWindow (unit in proposal) FTL-2'0- ? I07.3. PGT P1062GA Aluminum Fixed Wind ow (unit 9 in proposal) and FTL-20-2107.4 PGT PW7620A A m=ium Fined Window- (unit 10 in proposal) dated 07 '13'20. all signed and sealed by Ida& Ortega- P.E_ C. C ALCCL ATIONS 1. Anchor wri.f cation calculations and smrcnral analysis. compl�ring with FBC sea Edition 0020). dated 04-2220. prepared by manutfacturer. signed and sealed by Anthony Dynn Ntiller, PI_ 2_ Gluing collies with A.STME1300-04, - . 42 and -16. D. QU LITY ASSU"R4.NCE Miaumi-Dade Department of Regulatory and Economic Resource (RER). E. 1MERLAL CERTIFICATIONS 1. Notice of Acceptance No.19-0305A2 issued to Kuraray America. Inc. for their Trosifolk Ultratclea►r. Clear. and Color Pi-B Glass Interla *i-s "_ expiring on 07,08,224, 2. Notice ofAcceptance No.17-OM.02 issued to Kurar ar America. Inc. for their "Send-vGlast (Clear and bite) Glass Interbyers . t xp mg on 07.,04L!3. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their `-Brown Coated (Painted. or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors-'_ expiring on 09:30,, 24. 4. Notice of Acceptance No.18-1106.11 issued to Vision Extrusions Limited for their series '-VE 1000 Tan 202 and tighter shades Ctio"'like) Rigid Cellular PVC Exterior Extrusions for Windows and Doors . expiring on 12,2921. a Ishaq I. Chanda, P1. Product Control Unit Supervisor NOA N'o..1_0M.03 Expiration Date: April 14, 2026 Approval Date. March 2;. 2021 E4 PGT Industries. Inc. NOTICE OF AC C EPTANC E: EV.EDEN( E t;UB11iTTED i. Evidence submitted under previous NOA A. DRAnZNGS I. Manufacturer's die drr.T mes and sections_ (Srrbrrrittet trrrtle*r:�".� .t'o. I1-G3Ct'. c�-i) 2. Drawing No. 1NTD-5570.0. titled ..V amyl Sliding Glass Door "BOA i1 lilt sheets I through 21 of2l.preparedbyinanufacruwer. dated vith rev lion A dated 04 05:17. sided and sealed by A. L,,=- 'Miller. P E B. TESTS 1 _ Test report on 1) Uniforin Static Air Pressure Test. per FBC- TAS 20-1-9=4 '2) Large Missile Inmmp ict Test per FBC. T AS 201-94 3) Cyclic Wind Pre5sxwe Loading per FBC_ TAS 20-1-94 along cvithmatked-up drawings and installation diagran, of -tnyl sliding glace door. pi rpared by Fenestration Testinng Lab. Inc.. Test Report No. FTL 8"17dated 1.2 07 15..3 glie d and sealed by Idalnus Ortega, P. E. (Test report revised on 02'15'16 and 016` 2. Test report on I)AkInfiltfjtionTestperFBC TAS 202-9-4 2) Uniform Static Air Pressure Test_ pon- F13C. TAS 2� -94 3) Water Resistance Test. per FBC. TAS 02-94. 4) Large Missile Impact Test per FBC- TAS 201-94 5) Cyclic Mind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with marked -up drawings and mr ta11ation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8546. dated 110615_ .signed and sealed by Idahmris Ortega_ P= E. (Teat report revised on 0104 16 and 02 '11 2015:; 3. Test runt on 1) Ak Infiltration Test. per FBC, TAS 2 2-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistatce Test- per FBC. TAS 202-94 4) Large Missile Impact Test per FBC- TAS 201-94 5) C1ic tii'ind Pressvurrr Loading per FBC. Tk5 203-94 Entry Test. FBC. TAS 20 94 along witli-alp dram per FBC. and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8547. dated 1 -.04 I`_. signed and sealed by Idalmis Ortega. P_ E. (Test report revised on 0 2:15.16) 4. Test report on I }.Air Iedtmion Teat. per FBC. TAS 202-94 _') Uniform Static air Pressure Test_ per FBC. TAS 102-94 3) Water Resistance Test- per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Find Pressitire Loading per FBC_ TAS 203-94 61Forced Eatry Test. oer FBC. TAS 202-94 along with marked -up drawings and installation diagram of %inyl sliding glass door. prepared by Fenestration Testing Lab. Inc.. Test Report'N"o. FTL 8548. dated 1f'0415, signed and sealed by Idalmis Ortega. P_ E. (Test report revised on 01.04 16 and 0"11 16). I_haq I. Chanda. P.E, Product Control Unit Sapars-i=ot NOA No.:1-OZOS 03 Expiration date April 14, 2026 Approval Data: March 20.1 E -1 C GI M ndows rind Doom. Inc. NOTICE OF ACCEPTA.NCE: EVIDENCE SUB-MITTED E. 1iATERLAL C ERTIFTCATIONS (continue) 5. Quanex Part Sutter Spacer ,Standard coniplyikg with ASalt C51S Then. Conducti'trity 0.881 BTU -ire,' hr.-R=-`F. ?aSTM F 12=49 'VTR -Pass. ASBI D3985 Oxygen-P."a.ss. AST"sI E 2190 I.G. Durability, -No Fog -Pass. (.Submine 'voider prei-lom A-0.4 Yo.15-0409.05) 6. Quauex Part Deese compt-,trig with ASTM C518 Th-e mnai Conduct i -it - 2.12 BTU-ia hr.-f3=-°F. A:STM F 1249 WVTR-P<'a.ss. ASTM D 1434 Argon Perron ance-Pass. ASTM E 2189 I.G. Dtuabilit °-No Fog. ASTNI E 7- k Dear. Point Development -`01F in 48 brs- (.Submitted uYder.,V0_4.'d. 15-040A0-1). Vision Extrusions. Ltd Parts conmplymg .yith PVC -A. ,L-k 303-13. o f Srvcificatlon for Rigid Po1yrmyl Chloride (PVC) Exterior Profiles fo e'ision Extra -ions- Ltd -VEX-I by AAXVL Fenestration Exterim Profile Certification Prom. (Sid bin t`ut wider.'+`0.4 A- . 1 �- 040.9. 051 S. Vision Extrmions.. Ltd. Partscompl},irig with PVC" AA.A.NIA 303-13, (Stibutined under.V0_4 .Y15-0109.0 ) 9_ PV C.A_kNL 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC-i E.�:teenor Profiles for Vision Extrusions- Ltd_-%-E -1 by -��XLk Fenes*ration Exterior Profile Certification Program. 10. "'notice of Acceptance No. 18-1217.14 issued to Ernergi Fene&liatton Solution. USA. Inc. for their "Tan 3040 & light shade (non -white) 13hite Rigid PVC Exterior Exrt'usions fog Windows and Doors'. e_xp=g on O'•'0=4'21. 11. Notice of Acceptance No, 18-0122.02 issued to Energy Fenestration Solution. USA. Inc. for their series "34hite Rigid PVC Exterior Exa-usious for Windows and Doors". e:.pumrtg on 01'2&'23. 12_ Notice of Acceptance No. 20-0103.03 issued to Energi Fenestration Solution. USA. Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors`-. expiring on 04-16 '5- F. STATEMENTS 1. Statement letter ofconformance to FBC 711 Edition (1020). dated 04 ` 2 20. issued btu manufacturer, sirmned and sealed by Ant onyLsnu'_s� -idler_ PI. 2. Staten letter of no financial interest and of independent. issued by manufactulef. dated 04'18'20. signed and sealed by Anthoar;= Lmtm Miller. P_E_ 3. Primate Labeling Agreemem _document between PGT_ dated 031'30A5 and sunned by all involved parties. G. OTRS I This NOA reA-ises NOA# 17-0420,06 (PVTw �C'GI) .and updates to FBC2020 ('th Editionn)_ e\piri>:ng 04,21 -21 RER Test proposals *19-1155 dated 01 10 `20 approN°ed by lsl q I Charnda_ Pam. expiring 04:'1+21. Ishaq L Chnnda. P,E. Product Control Unit Supan-i=or NOA No. Expiration Data: April 14.2026 Approi al Data- March 2 20.1 E •. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TEST`+(continued) 5. Test report on 1 t Air Infiltration Test. per FBC, TAS 202-94 2) Uniformu Static Air Pressure Test. ;per FBC. TAS 202-94 3) Water Reststance Test. per FBC. TAS 202-94 41 Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Rind Pressure Loading per FBC. TAS 203-94 a) Forced Erie Tom. per FBC. TAS 202-94 along with marked -up drawings and installation diagram of vtnvi sliding glass door. prepared by Fenestration Testing Lab_ Inc._ Test Report NNo. FTL 8549. dated 1106'15. sued and sealed bs= Idalnus Ortega_ P E. (Test report revised on 12�`04 1 S and 02 11 16) 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 _' ) Uiuforin Static Au- Pressure Test. per FBC. TAS 202-04 3;l Water Resist ance Test. per FBC'. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS, 201-94 5) Cyclic Wind Presses Loading per FBC. TAS 203-94 along with marled -up drawings and installation diagram ofv mvl sliding glass door. prepared by Fenestration Testing Lab, Inc.. Test Report No. FTL 8552. dated 1 _`0415. signed and sealed by Idalmars Ortega, P E. (Tt at report revised on 02:15,2016) 7 Test report on 1) Utaifor n Static Air Presatre Test. per FBC. TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked -up drawumgs and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab- Inc.. Test Report No. FTL 663$ (samples A-1 hint A-2'_). dated 11 19,10. signed and sealed by Jorge A. Causo. P.. E. (Sribrriattted till der 10.4 .' o. I1- 010".04) S Test report on III Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC_ TAS 202-94. 4) Large Nlissik Impact Test per FBC. TAS 201-94 5) Cyclic iKind Pressure Loadingpef FBC- TAS 203-94 6) Forced Expiry Test, per FBC. TAS _202-'94 along with ammaiked-up drawmgs and installation diagram of `*tray l sliding glass door. prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 633" (samples A-i thni A-5). dated 12-06,10- signed and sealed by Jorge A. Causo. P_ E. (Subudited tinder V0.4 2vo.11- 1lo R 09j C. CALCULATIONS 1. -Anchor verification calculations and structural analysis. complying with FBC-2014. prepared by PGT. dated 12:09 15and last rtn.,ised on 02 15:16_ sued and scaled by AnthonyL. Millet_ P.E. (Sributined nrirlerY0.4 Nn.13-1:10.011. Glazing complies with ASTNEE-1300-09. y r a Ishaq I. Cltattda. P.E. Product Control Uait Suparrisor 10A No. Z1-020-S.03 ExpiratioaDaerr: April14..02'6 Approval Date: 1"I-trch PGT Industries. Ltc. NOTIC E OF AC'(EPT.3 �i�-E: EN-IDE.NCE SUBMITTED 3. New Esideucte Submitted A. DR41iTL'�Gs 1. Draw= No Nfl)-5570.0 Rev B. titled ­ViuyI Sliding Glass Door NOA (II'�i)-. sheets 1 through 21 of _' L prepared by manufacturer. dated 10.05:15 and last revised on 02 0121. signed and sealed by A. L Lynn Miller. P.E. Note Ms revision consists replacement of sae existing installation screw with flat head- B. TESTS I. done. C. C AL C I-L ATION S I None- D. QUALITY ASSURANCE 1. N°fiamn-Dade Departnxtu of Regulatory and Economic Resources (TIER). E. 1L3TERLk.L CERTIFICATIONS I '.Notice of Acceptance No- 19-0305.02 issued toKitrarav inetica. Inc. fortheir "Irosifolt Ultraclear. Clear. and Color PVB Glass Interlas-er-s expiring on 07:08.,2 4 2 Notice of Acceptauce No. 1 7-0808.02 issued to K urar :ay America. Inc. for their "Senn-vGlasi (Clear and White) Glass Interlaver*s` expiring on 07 "04,23. 3. 'notice of Acceptance No.18-1106.10 issued to Vnorm Extrusions Limited for their' -Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 0930 14. 4. Notice of AcceptauceNo 18-1106.11 issued to Vision Extrusions Limited for their series VE 1000 Tan 202 .and tighter shades (Non -White) R tl C +ellular PVC Exterior Extrusions for Windows and Doors'. expiring on 1229 °21.. F. SIATE3IENTS I. Statenunt letter of conformance to FBC 7`1 Edition (2020k dated 02.01 '21- issued by manufacturer, signed and sealed by Anthony Lytsn Miller.. P E. 2 Private Labeling Agreement dated 01,08:21 between PGT IndusAries. Inc. and CGI Windows and Doors Inc.. signed by Dean 1s,L Ruar - P.E.. V-P. Engineering. on behalf of both companies. G. OIHERS L This NOA revises & renews N OA 10-0 4 905 t'PL.41). expiring 04 14 26- r The cua°rent associatedassociatedPLA, CGI file =__1-ten � 0..0L expiring 04,14226. E -6 I^.ling I.. C haada. F.E. Product Control Unit Superrhor NOA No. 21-020 -'-0 t Expiration Date: April 14.2026 Approval Nit: March 2f.24.1 PGT Industries. Inc. NOTICE OF ACC'EPTA.NCE: EA-IDENCE SUB MIT TED D. QI :4 Fri- A.SSUR.4~NC E 1 1\Lui i Dade Department of Regulatory and Economic Resources (RER). E. '►LITER -kL CERTIFIC:ATIONS 1. Notice of Acceptance No.15-0529.14 issued to Vision Extrusion Linuted forthetr "White Rigid PVC Exterior Extrusions for Windows and Doors". dated 08 1115. expiring on 09....3019. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Lw ited for their -YE 1000 Tan 202 and lighter Shades (Non Ailute) Rigid PAX' Exterior Extrusions for Windows and Doors'' 08 dated 12,'16. expiring on 12''9r 21. 3. notice of Acceptance No.15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid Pt"C' Exterior• Extrusions for Windows and Doors". dated 081:1315. expiring on 09.3(V19_ 4. Notice of Acceptance No. 16-0712.02 issued toENERGI Fenestration Solutions USA. Inc. for their­T.4LX 3040 and Lighter Shades (lion -White) Rigid PVC Exterior Extrusions for Windows and Door 'dated 091546, expiring on 02i r°21. 5. Notice of Acceptance No.1d-0712.04 issued to ENERGI Fenestration Solutions USA. Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PYC Exterior Extrusions forn•indow•s and Doors" dated 09.15,46. expiring on 04:16,20. 6. Notice of Acceptance No.16-0712.03 issued to EN'ERGI Fenestration Solutions USA. Inc. for their Rlihhe Rigid PVC' Exterior F.strusious for Windows and Doors' dared 0810,117. cq)iriug on 02,29-48. T Test reports No(s). 10-002-792(.A), 10-itb-Ii0527. 535753-09, per AMIE-84. ASTMD 191-9 and ASTNID-635, issued by EXOV A to Vision Extrusion for cellulosic composite material (Serb iniard under .V0A .air.11-d147 04) S. Notice of Acceptance No. 14-0916. 11 issued to Kuraray Araerica.. Inc. for their -Sentn-Glaast (Clear and W te) Interlayer'. expiring on OTD4/1 S. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray A e ica. lac. for their "Trosifolt 17traclear. Clear and Color PVB Interlayers". expiring on OT08,19. F. STATE -NMI TS 1. Statement letter of conformance with FBC-5dkEdidon (2014) and FBC-61b Edition (2017). issued by manufacturer. dated 08-14117, signed cot sealed by Lynn ham. P.E. 2. Statement letter of no financial interest. dated 04.48.17. issued by nna�ufacturer. signed ,ck sealed by Lynn NhIler, P.E. 3, Letter of lab compliance. part of the above test reports. 4. RER Test Proposal No. 17-0387- dated 05.1054 7. signed by Ishaq Chanda. P.E_ 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series - 0/2770" Vinyl Siding Glass Door (Reinforced) -L-M.I."', expiring on 04 14, 2' 1. Izhaq L Chanda. P.E. Product Control Unit Snperri;or N*OA No. 21-020>;:03 Expiration Dates April 14.2026 Approra 1 Date::Uarch 2 Lr, 2021 E -3 AUG 2 6 2022 VIRTUAL REJItW ASSIS' Virtual Review Assisi. '0'c. Pl ans Review comb le; and arr, , 2 r compliance with the 202'i-3v for P 71n Edition by Debra Anne Klahr PX2300 �. to > V O f O LO � � �O 2 O Q to O C - � Cn CV o o 7 a C 0O 4� O O Cn (D ". 0_ _N � Cn 2O C2 ca.H--.-CnQ O CD Cn O > Q Q -1-� O U M -0 Ca O w Z Z Q J SHEET N0. PA 113 MIAMh MIAMI-DADE COUNTY 6-AWAUM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miarni, Florida 331'75-2474 T (786) 315-25!M F (M) 315-2599 NOTICE OF ACCEPTANCE _ www.miatnidade.govleconomv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: 1-his NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). `I'his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ in areas other than Miami Dade County) reserve the Tight to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AFIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, -Ibis product is approved as described herein, and has been designed it) comply with the High Velocity I lurricalle Zone of the Florida Building Code, DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No- FD4612, titled "Precast and Prestressed Untel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4". 6" & 12- Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.P., dated March 24. 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrines, RE,, on January'22. 2019, all bearing the Miarni-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING. Each lintel shall bear a permanent label with die manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this pro -duct, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA_ ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the N& is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages P-IE E-1 E-3. E-4 and E-5 as well as approval document mentioned above, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No, 20-0630.15 Expiration Date. 09111/2023 Approval Date- 08120/21020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS L -None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By ?Miami -Dade Count), Department of'Regularory and Economic Resources (RER). F. MATERIAL CERTIFICATIONS 1, None. F. OTHER L Compliance Letter with the Florida Building Code, 2017 Edition. issued by Cast - Crete U'S4. Inc.. dated 081( )8,('l 7, signed &- sealed by Craig Parrino. P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing N"o, FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, preiyared by Craig Parrino, P. E_ (titled March 24, 2003 and Drawing No, LT4612. titled "Cast -Crete 4 ", 6" & 12." Lintel Safi? Load Tables" sheets I through 3 o0. prel)ared by Craig Parrino, P. E_ dated1farch 24, 2003, last revision dated June 12 2014, all signed and scaled by Craig Parrino. P. K . on January 22, 2019. B. TESTS 1, N'one. C. CALCULATIONS 1. Vone, M QUALITY ASSURANCE I By Alianii-Dade County Department of Regulators: and'Ecanomic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. OTHER I. Article of Conversionfor a narne change, C*e MY A. Makar, P.C., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawin�g No FD4612, titled "Precast and Presiressed Lintel Details sheet I fifl, prepared ky -Craig Parrino. P. E., dated ,Vlarch 24. 2003 ndlnannr�if Alo, L 7-4612, iiiied "Fast -Crete 4 ". 6 1.1 " Lintel Sate Load Tables ", sheets 1 thraugh 3 of 3, prepared 4 Crai-,- Parrino, P-E., dated March 24. 2003, last revision ff'l elated April 2S, 12003 both drawings signed anti sealed by Crui,Q Parrinu, R E B. TESTS 1. Test report on flexural resting on 4 ", 6 12 '' Precast Concrete lintels Fit&d arid Unfilled itlodels, wral of (13) cancrete linteispecunens, per AS11f F-5 prepared by Applied Research Laboratories. Report A'o- 3Cl404A, dated 04 10!03, .% igned and sealed by Christopher A. 11anion, P. 1a C. CALCULATIONS 1. Calculation-v - for Cast -Crete Lintels, dated 05,29/03, 20 /7 pagcs, prepared hy Crai,, Parrino, P E.. signed rind sealed by Crarz Parrim.i. P.E. 2. Caiculaiions for C'ast-Crete Lintels, drued 0''!1 03, 140 pa,es, pree pared hY Crakiz Parrino, R E., signed and sealed its, Craig Parrine.. 1, E. D. MATERIAL CERTIFICATION- jt4anualair .Ifzclvne 147,ic Pi-ecasi 1 hn,4v revived on Akil, 1. 2002. 2. Cast -Crete Quality System.,11anual V _1br Prestre, sed Products dated �00 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320,09 A. DRAWINGS L Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheel I cy' 1, prepared by Craig Parrino, P.E., dated.klarch 24, 2603 and Draorin� i?_ 1,174612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load fables", sheets I through of 3. prepared by CraigParrino. RE. dated.Uarch 24. 20031 hvt revision dated March 1.1, 2008, B. TESTS 1. None. C. CALCULATIONS 1. ,Vone. D. QUALITY ASSURANCE 1. By kfiami-Dade County Building Code Compliance (yfice. E. MATERIAL CERTIFICATIONS 1, None, 4elmy A. Makar. P.E., M.S. Product Control Section Supervisor NOA No. 20-0630,1,-, Expiration Date: 09/11/2023 Approval Date: 04/20/2020 E - I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS L None. C. CALCULATIONS 1. None- D. QUALITY ASSURANCE 1, Bv.kliami-Dade County Deparnnent of Regulatorl, andEcon(nnic Resources tRER). E. MATERIAL CERTIFICATIONS 1, Nonc. F, OTHER 1, Compliance Letter- with the Flin-14141 BuildhW Code, 201 / Edition. Lsned by Casl- Crete t,`SA, Inc,, dated 08-10.40 _7. s i gneed & sealed b.v Craig Parrino, P E Compliance Letter with the Florida Buildin; Code, 2020 Editionissued h `V Cast - Crete USA Inc-, dated 06/11120- signed & sealed by Crai.st, Parrino, P /--I 14, Helmv A. Makar, P.C., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09VI 112023 Approval Date: 08,120/2020 E-5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDEN( ' 'L, E SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS I DrawingNoFD4612, titled "Precast and Prestressed Lintel Details", sheet I 1, Drarving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared late ' Craig Parrino. P, E., datedAlarch 24, 2003 and DrasvN itW o, 1, dated 03124,V3 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6 11 & 12 " LT461 2, titled "Cast -Crete 4 ', 6" 12 " Lintel Sqk Load Tables ", sheets I LinlelSae Load Tables", sheets I through 3 of3, last revision doled 06/12114, all throat 3 of'3, prepared by Craig Parrino, P. K. dented ;1 24. 2003. last preixtred, signed and scaled by Craig Parrino, P. E. on 08/19114. revisions dated.klarch 11, -7008, all signed and sealed by Craig Parrino, P. E, on Aforch.'.22, 2:012- B. TESTS I. None, B. TESTS 1. Mone. C. CALCULATIONS 1. Calculations.lbr Cast -Crete Lintels, dated 08119.12014, pages 14.201 through 14.236, C. C'ALCULATIONS prepared by (.7raig Parrino, RE, signed and sealed b), Craig Parrino, P. E. 1. N'One. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade Con 4, Department ql'Regulatory and Fxonomic Resources (RER). 1, Bit Miami -Dade Corintv Deparnneni 0/ Pernritting. Environment, and Regulatory Affi7irs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L None. F. OTHER F, OTHER L Letter from Cast-Crele USA, Inc., dated 0811912014, signed and sealed by Craig L Letter ftonz Ca.vt-Crele Corporation, dated FI-1hruary 03, 2012, signed and sealed Parrino, P.E., certJfing comi)liance with the Florida Building Cnde, 2014 Edition. ky Craig Parrino, P.E_.. certi&in�z compliance vvith the Florida Building Code, 2010 E'dilion 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. Alone, B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS L None. C. CALCULATIONS L None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1, Rvkliaini-Dadv Cowin,, Department (?f Regulator"[�. "and cn oomic Resources (RER). 1. None. E. MATERIAL, CERTIFICATIONS F. OTHER 1. None, 1. Coml)liance Letter with the Florida Building Code, 2017 Edition, issued b)i Cast - Crete USA Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 0 Alelniv A. Makar, P.E., KS. C./Helroy A. akar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No, 20-0630.15 Expiration Date: 09/1112023 Expiration Date: 09/1112023 Approval Date. 08/20/2020 Approval Date: 08/2012020 E-3 hW S .I UPS Ki p's� and 31 4, a\J I . , I F , 0, , \Tlrtus� coip�_ '.. ,, F13C e\jlew U,� Q ').300 pw\s ce '\allif Py�-- Ed..00 t o►PVlaby nebTa Anne y lt May 27, 2022 -6-0 CD C_ Cn _0 -Cu > a) C- '0 2 I = ­0 " 2 ,0) a) EL CU 0, -010- - (D -4- U) O =3 CU - CU U) 5 -0 -0 0 CU > Cn .- -0 E 2 Cn !E (D 2. C:) C/) ca- all 4 z z W J O CU > 0 L_ 0 0 Cl) ICU O W z _J CL SHEET NO. PA 1.4, - - -____ ___\ - � 7 - - . I & J ECO If4c. TTLLIT TIESTING A ENGIIVEEUIUG COMPAW WAITVP 4 nilm ii7?-;--��-­- , - - -- ---,-- $11 40" 'ley "' K r % 1-% 1"Ill, PRODUCT"ALUATION-REMBIT REPORT NO.� 2"729.01 DATE-* Jur y 26, 2020 "RODUCT CATEGORY: 51111.100,11, PRODUCT SU&CATROORY: Storm pl,-II� PRODUCT N"E: 20 GAGE GAI VANIMD STEEL S70RU PANEL MANUFACTURER: riluball Protection Firoducts LLC, 4KN) S.W. 61 Stroll Oavw. Rordiii,333itt 1. PURPOSE OF FVALUATION: This is a Product Evaitialfian Repon iss,clOd ny Itifalter A. Tillit. Jr- P,E_ ISysiern 10, 0 1900 to the Global Protectlorri Pr�d.cts, LLC Rule Chapter No. GIC20-3, Method 110 of the Florida Department of Business and Prolesslonal Requalitlerre This p"tcl itt I,pe" its�.�, � � � . ,,, ­1 ;j, , -, - .. ,rit,s,,pe,,�,'and!�l been Verified for nftnlwg�t � I I ;- � ,� "Itnezo2oseverd, �_,Illareoll F lorido Or) �,--- � � -� - -- - 1, 1. �' �',­ ,, �od,.Kt Is, for Me pucpuse Mended at least on, P � I , � 1 � , - F i - i I . I , 1, rhm Pernd�,f I - I �­_ri ,.�� ,;, sll,14 t,o sl�,t;�,�, I to rev*Warkirevill inuiseoll a Etwirlirg C'*JI- t I-larl thart rnary affect ks limitations and conditions 2 FVIDENCE SUBMITTED. 2 1� PRODUCT EVALUATION DOCUMENT �P�ll Drawing No. 20-1176, litted ­20 GAGE GALVANIZED STEEL STORM PANEL". lithoets 1 thrue 26 ---126 proWdo by T,tttl Inc: sIgnod and scaled by Walter A- Tillit,it.,PE.�d.-it�-dOl-'28,'2020 Thil drawing is an inicgral partQUNS Evaluation Repw- ",I". I ihn, 0<��1.k k rlz 11"." Ill � V ... '' " AV, , k4,/ -` , '). Ill - ^-I, .. V� It 0 � - vVe - *,�, , ? , . I, ­ -=--lil � - I ' - S I 1. I *,-, - 1% .J,.;67 . I �, . . I_ = . L ! 2 ,�101 _e--I = * I � k � _V0 - , _44 I .." - z . � 'W_*_�� . I - "� De,� � , , , .� '. e , 7 , . , 1� Nt ,7 . ,� 0�5%0%' JM:�',kvcl..Iiwtc3Q�..\A�wti.Fk)rkb'%4166-l'lxme:(-V3)S7l.l5?G )�L,t'.It&.-�7r"_o� rKODUCI E% U,LA_1l1iu2N_f*J%*EZU, ZQAtl � . 22.76ST REP011 Lalige misitte ril alerl fatiquei load lesis wil performed widelir Pf,ctocol., TA$ _ 201, 203 as pet Sectlon 1620 of the Fil Sumill Coal@ Uniform il InalK as porTAS 202 Protocol Tost rilaorts prep a red by Hurri c-ane Engineer ng & Testing, Inc. Reports 0 96-569 dated USX9110196, 01�46-570(iatva 09"61flift, 09f _T30 Called 0-n!200991l all thme signed and sealed t�y Hector Ill fralasirria P E , Fe,liaelilItration T#stk% Lawril Inc. trepotis * 2032 "led 04' 1W1908 and 9 2126 daill 10/M:1998 witnessed by Giber, Diamond, P.E am Repo— 'I- � %' 0219.01-09 dated Nial 4. 71,)W, Signed and siesiled by Edmundo Larceaosrl�nl_', P I= and Henry Hiattem. P F Tensile Jest report No. 9W-197::y OC Milertativrqtil Inc. dau-,d Marl 13 2000, Kraid is" It"Idid by Fear* Grate P E . 2.3. STRUCTURAL ENGINEER11hri CALCULATIONS: On 2043epc G3kv3At2ed Steelll!Niorri Porici for rnax�rnurn panoll,eirigth vs, desig wirld icad� . as Ael� a a irraix�lrittlm '1110,or spacIP9,45 dartisgn w4iif load and panel lringlh hastec on iaI,0erW art! �,,cimparalllva aralysis, ,inc r accordance with � spti4el 1616 rif q*� Florida Suillong Codo CaWations prell;mroli by Tdloco, Inc, dal+id I IM'�i,'08 anti 03�'Z,15, signed afFd s<-,OW by Wallee­A� Tll�4, Jr., RE -4 ­"'It� , , 1, � �: IMPACT RESISIMNIM L ,� 4, ,mpwiurviterw,;,,-,,mlr.er)oltfi(.-F�oricaf3oitdingC -1 - TA� 201 Prulocc; mio r, Pe 4. MND LOADS RE�SISTAN'V-F_ . "a Gage Ga vanized Stce� Sklmn Panel has hson ventioi,te, cutIllair wi,id ;1lessirl hiaxgm,m�-arW."-f.�,Li.v-40bodrlrWicatudonsteet48 10,14,15 16� 19. 25 aqd 243 of 26 Of Product Evaluavon Document (P E 0.), drawing No. 20-1176 Maixtrriurn At,rchur Spacing shall be as;n�aiecj on sheets B� 9 10� -, 1, 14, 15.17, 18,19, 20 25 al 26 a' 20, of Pril Evaluation Document- to E D.) drawing No. 20-170. k KSTALLATION �� IrSiallation strall be rieeorreled IiIInctly in accotdarill with del indicated on shisels 3 IfIrl 7, 10 tirru 20. 23, 24 and 2L' of 26. at Product Evalt,auan Docarnera (P.E.D.) drawing No. 20-IT6 Mirrinnuir reparalim to glass Rhal! be as Indicated on sheets 8, 14. 16 215and 26 of 26 of PrMict Evaluation Do-c-umen, (P E 0 I, drawing No. 20-176 _"on,M-ne.,14, Ill 4 T.4 - f . .,I., , , .. .'t-/'I� eI -- =. .' 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MATF RIA L C HARACTERISTICS AND S PLCIFICATIONS: ShW: I � , ' 1 1, i � accordaricio with Generai Note,% ami (";onnpc4ertt5 ril a I- an sh- ' L L� ,tf 26, of Plodue', Evaivaltion Documtelf (P F D), drawing Nl �, ,,, ­-clic,atwons what! be as indicated (in ist*eels I., 7 and 21 of 26, �, P, .�, : t .,tf),l Downtearx(P E D.). drawing No. 2D-17& 7. LIMITATIONS ANU CONDITIONS OF USE: 7 1 � Shall ll strictly in wrnpRaince w m Ger&rrei -%aters No 1, 8 Irvu 14, witlicated! On 8110011 1 0! 26. as w0l a& General Notog X I their 4 W)e I ? Intl 18, inMcated on shroet 21 of 28 of Product Evolu,vinte Dixa--mer t (P G 0. !,, drawing No. 20-176 Prepared by Tilloco. Inc, and signed end 'we ­�j by Walter A Tillid, it- P E � 7.2, Product may be trislulled within � 1-31. ..--IAILOC�TY HURRkSANE ZONES as entered on wd on 10520. 2 of Uria %r,�,.j clull,jirg CoOI�. 7 3 Product shall only be Inb4alled Into Vejurva conceals, rumcfete Lo.-, z� � I wood frame sliructurl Pirctil Evailwaton Report prepared Dy Walter A Tilil Jr.. P E ft.r :­ e - No "167j, President of Tilisoo. fw- fFicajda CA-00ovr!9). '00"O - 14""F, I a,% , ,�' � 11 .... I. ��, - � `� i: , , 41 ... r ... . � .1 VNI__ .", , I . � - . . 1 4 167 '. - Z_ 11 � � 1. = - - 0z S . - _ * . I, � 1* I � - i�. -S'., TrAl �.-' I - - - - ,OA, - .. il �.. _- �r I.- �_ - eji1;­..­, � "'I" I " gq� lot, � I #$.0,000� I "ll Ii Mril ' . � COF >' 17 - "#C0 AD WON 41 C 0 Ill 3 '� P FE 11111`007 -`0 I r. On k PQ 0 i t c T Il #1,400 I-Ic I N I t C m C. �_ GR WIN ZtL Ili * a L lt'LMA'PAX1W DqW.1 & lill IV. Il I Z�; Onji, ZI- �e , L I 1 r 1" F19BI IF 11410 r� "Ur."ANE ERING ClOMPA"y I'r , L 11 14 r 1­IL,:-L . 4��tl,­I �, PROM (" I V\Au,ii:�liII-M�8MR1 I,— '­ � . I - _. - .. REPORT NO. 20-07Z7 02 F� DATE- Atty 27, 22020 PRODUCTCATEGORY SrVillets PRODUCT SUR-CATEGORY: Storm PaneI5 PRODUC T NIM E: 24 GAGE GALVANLZED STEEL STORM PANEL W-ANUFACTORER: Global Prooction Products, LLC 41300 S.W 5 - -L tt --., -1 Davie. Flo,nda '71 � �! 1 4 This is a product FItral"tirm Re:jorl issued by Wetter A rMiL Jr. P.E. - S,,'1I__ - , , 10 ff 1006) to the Global Protection Products. LLC Rule Chapter Illo. GIG20-3- Method 10 of the Florida Department of Susiness arid Professional Regulation Teiris. product Is beino Issued an Evaluation Report as described herein, and has bear. viedfill for complienca in accordance with ft 2020 SovIarith Edstion of the Fil"s Budaing Coils, and to ve0y that ,,he product is for the pu,poso intended al Watt- aquileasterV to that required hir Itil Code This Ptodutcl Eveheatel Report shah be 4itebtect to review aod r"slon in casr; of a Buk%V Code change that may effect its limitAicins arid conditions 2..EWDEWE_$UBMITTF.0; 41, PRODUCT EVALVATtQN POCUMENT IPIE.D.): Drawing No. 20-1?5, ulled *24 GAGE GALVANIZW STEEL STORM PANEL'. 1--oM 1 thro I 8 of 18 prepanied �:y Tel Inc., signed anc sealed by Walter A Tillit, jr I P E �, dwod 07,12?.'2020. Tells dravvinge is an inteRlailaI7744ple . I , Evaluation Report ,,n'k �_ - . , Z , " li�; , - "I'll. "? . . ....... 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I I'�"" I 1­1 I- 5 alIr ctlt� -, I 1, I - --I - -_ _____ -_ C�LQM PROTECT04 MOUCTS, 30"T - '4VAIII, f9ft 1PAQM,_KQVtJRLVi At M-01,11 V� ` �� - 11 :E C 0 I., ­,, �. I "Ki. ac-L I r, 03c- " rlsoll , , ;�-Z^", �k. �, Ili L.- A i.Ii...ii illio, goa;i - - � III'. " "I � - .� - _-ftft, 1. ,�AW411 . 11017010 TRACK15- JACM TQ Sl1JCCCVWQQL_WftM �%_e - � I - - ­ . s , � -, __ - . . _ - ..Wms, . zo- I Is �i � A - - r � ,_ - ­ , _. -, , I __ 116 .I, - , ..-i. .; ­"64.7- , . `l`0I­_V .,A ­ - � I I . . ­ ­ ___:iit]__��__­ . - I I I - , I ­­ I - ; I - .tI ��� =.11111' 11-111, _____L __ . � ___.__4_;.,�"rI . ; M I .__ __ - � I ._­ -I---- __._____­_ ------- --!Ai -, � __ - . MOOLtILIALI -1111IN ILFIVDXT.',U� ;0-0727&1 2.2. TEST !REPORTS; Large nelssile Impact toad tests were perfixinerl kerztTar SSTO 12-99 slar,,� �,! �+, Pet Sedron IWO � 1 2 of We Florida ScAltdirg C,ode Uaaormsjajfc:oad,L,,,,�­, Section 1709.8-A, per ASTM E-330 TcmArerporItr,rs"radbvi­-­,,- -i-f Lsb of South Florida, Rftport 9 0814 W-oi dated o3iijIC2 wetr..-I,_I, �,, ,�,, lll,��ti R fellehrrrer� P.E-. Bortz Moroi, P.E_ and Henry Hallam, F E. anic Report No. 0219-01-04. dated February 25. 2000. signed And sitailso by EdrAundio Largaespada,P_fi.andH"Hanom.PE- Large missileirripactillodoyclic loadirl Il Irolocults TAS 201 & 203 as per section '609,1.2 of the Florida araldil Code Test Report prepared by Amereal Teong Lab CIA So4Ah Floods, Repor'No 1123.011-10. dated Novembor23,2OiO, "nod and sealed OyJvlo E. (3vortroler. P E Tensile test toper. No 9CM-198 by OC Wetallunt", inc - cited Match 13, 2009, � s. grad find sealed by Frank Grate. P E. as par ASTNO E-O and Tensile Tool as pet OC MclOurtlinat Report No, 1OKM-1 318. dated DecombIor I � 21l signed and sealed by Jollity Jacreolanct, RE as per ASTIA E-A, 2 3. STRVCTURAL EKINEERING CALCULATIGNS: 011, 24 GaW GVrvaouad Stall Storm Panci lof rrmterinum parill longlin vs devil � wind �oad. as Wei as maximum anchor spacing vs. dritign wird toad and panel 1--ng!h baseef on rations; and cornparative onalyll and .'n 2ccordance with sisretion 1604 of the Florida Buildirg Coda C;alculavors 9-upared by Iftsco. lent;.date-01 12-1,11W10 and M7113 (for th.s novisorL snined and ser.,jw by watifer . A Tdid, , � ps 11AISSILEIMPACT RESISTANCE: 1-a w4t- m:m," 1 � �rnpa,�tur�derseoonleo9.i.wortt,mF.,urij.48u+jir,gC4Dde i�sp,rlr S57D 12-99 5tanclard and TAS 201 _1L WIND I OADS RESIVANCE, ,� qVa,nj7.gA Sigel 0 . not hais been vasified 10 sustain wind - I : . - Storm PA �Ifvt��­,,,�_ MA'arrium Panel length shall be as teid-call on sheet% 3, 9, 10, I 1, 1Z and 17 of 18 &I P"Jivict Evaloation Document (P E D .I. drawing No. 20-175 Maximum Anchor SDamg Anall N! Aq,rdicated on sliewis 6, 9- 10. 11, 13 thl 10 and 18 c-' IC of Product Evalul Document (P.E,O.). drewing No, 20-176. 24 Gage Gariven2vo Sifilail Siorrin Panel has Men verilleof for wd# comphance to w5rle as a non-perotis slorl shulint assembly, as W. SSTD 12-94-Q Standard I"I'ller ,e !4:4�e,�% , 'a'r�t7 �. ,P�l '. � . �,l .. I Ill ,,,\ - V.OE . ,-f-r �- ­ 1. I = '� * �' ; , . -, - - I , I z . F 1, . z - � - z - , , - � , . - . I � .*1 ­_____­1­_ . I _._ It �� 11� _�ljj- � '' , . a r - � ",- v *� I. ..$�4r - - . I 011 .I ,. *Sc. , � . - , , 0 � �, .,. 447V , "At, I - 'O "','I-'- " 0 OoPfirll "I", L___ _. tV.U11L�_ � It NI.L.Il Ill r1l,K; ).Q,,:I� Y3. �X. " 5 INSIALLATION� Invalrialliturt "I be parlormaid sirlic:sy in accordance with details indicati�-, ,:�r sheil 3 thinti 8, 12 Three 18 of I 8� of Ppoil Evaluation Dc-currierit (P. i L ' - , drawlinglillot.2047S Minim um $*Par at ion to glass shall beiiat indfic-sl , sheeltill 3. 6. 13. 14. 1 5. 15 and I & of 1 6. ot Produot Evaluation Docul ro (P.ED). drawing No. 20-175. S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall W1,t*uXy#--w,;�,rdam.4y,Itr-, General Nvittisdr,dCorripcir-mil ,­ `f";�41p-, -,,, shoot I and 2 of 13. of Product Evaluation Documand (P.E.D.I. dravo il No 20-175, Allchor &,,II;Ir =11cations shall be as inaicaters on sheet I of 18 at Product Evti1uat#:_v;L �_jmentil E�D ),drativing No. 20-175 7 LIMITATIONS AND CON017IONIS OF USE: / I ShallbasVeritte ­ � � �� nice voth Gertal I Notes NOL 11, 8 there, 14, Indicated on %hisel I of 1 8 of P,iw, - � - � z1h.; a t, r� � � I'-, � ...... rIl (P E D ), drawling No. 20-175 rxeparl by Tiftel Inc 4 . Nqine,' ,i � : - ---i I,: 'ry Walter A, Tifill Jr. P E_ 7.2 Predict shall not be inutaill wahrn il VELOCITY HURRICANE ZONES as cerfened cn section 162C.2 of aist Florida Building Cude 7.3, Product shall only be fenstaltev into pftrad concrete. co,icerrete block, and WT�ocl trame siruiclarl P(nductEv*vationR*pol;nv"rWtvyW*4*rA.Tdltt.ii.,P.E,i ItyridaLiconse ,F. No 44167). Presidem of Tikeloo. 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Aftit-IM =&"JK0cu flArO4,4111F WT 4=J rAILl '411). , � ciftlws -ICA,.11ft, CL�UIVL V, .n,Nn�.99w,lrn",.•d.V.� � , 'imim I'll'..'&^,�O.!I`_,��1'1`01_^ , ",r�sott, - --------- - ' L .1 I G) Q) (_ U) -�D _(Z �> (D = 4- u __U (a) Q. = (D m -0 Cl (- . .- O-) ! (-) (1) I C/) (1) -+- I--- (J ) = -0 m 0 -m -0 0 - - -0 0 a = 0 3: = E 2 . (f) (L) U) 0 (1) m Q_ i C' -I F-- (-) . S� cr) < 100% +-.- L. a) ^ 4IIk, (D � a 0 Z:3 m > 0 le rN C:L OL 0 (1) c) ­P -.-) = _0 0 a_ U cl) " (f) L. (z L. CC) LL Z3 - < :7 2f < n �� LL_ X. SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL. FL.A "ING AND WATERPROOFING METHODS TO BE USED. 34r CE MLN i PLASTER 12 MIL DRYLOK LX l ftME WINDOW FA.STFNFR - ai SFAI ANT •n )INT OUTSIDE EDGE OF IAINLN.)W SWK 5) SFAI ANT FROM t nM''J' FRAI,AF At RQ$S WINLX)W BUCK ANU LAILNU 10 MASONRY Tt)CSL 1-0 SEA( AN! orAD nnocj Nn 01 Anti ANh W*CX-Mf FRAMF-----�-✓" ;fI IIIff Z V:W«:.iI0frr ►i r WEATHER itLslsn IVL _ - t)ARRIER rnn e Aq VVi=ATNFR VE BARRIER $ tARILY SECURE WOOD FRAME CON5TR EXTERIOR SELF•ADHEREDFLASHIN SHEATHING nY I ARRING DOVM OVFR RIM.I01ST A!40 UP WALL BY I:1I IN.. W AtHER RESISiTiVE BARRIER 5FAt TOPS OF JOIST LIN06I2 L*CKING ED FLASHING (srr DFTAII W7 HEAD FLASHING TIE-IN INSTRUXTIONS' 1. Cut, fold up 8 temporary secure weather resistive barrier above header to allow for !hashing Irfsialtation 2. W-adtieietl flashing plus 'head flashing under weather resi0ve barrier 3. Fold wear resitswe barrier back over head ftsshiN and seal with Papa SELF -ADHERED FLA.SHING Scale: NTS FLANGED WINDOW W P O l FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ' • + i) SEALANT AT WINDOW Bt FCK TO ' ` ► MASONRY 2) SEALANT JOINT 1 INSIDE rDGF OF VM4DOW1 RUCK d FRAME AIrA(3*0 _ PER COO E REQUIRLMhNI8 u 3) SEALANT WItE `fit FRAME T( WINDOW BUCK ALL I HE WAY WOUND. wGLUDiNG SiIL- SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAM+ & S41.1 AND HEAD DE TAIL APPR0VF'D';HFATf W4('% APPROVED HOU., STRUCTALATH TWIN TRACK 2.5 3.14* CEMENT PLASTER 12 MIL (min) DRYtox rXTRrMr APPROVED FLASHING TAPE �r-SFALANr SOCKET WITH TOOLED APPROVED SEALANT a0 NO' SOTTO Cl AW11 SELF-ADHERF-D .FLASHING HALF ROUND WINDOW x ,..r�Vr m• SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS TILEFINISH ---- WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THIS FBC RESIDENTIAL 7TH EDITION (2020) Detail lnstructkm Refer to the number marked as in each detail that corresporicls to the numbered items in the fist of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self-adheired flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on (emend, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6, Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing ac :ordingly to fit tight to corner A. Mechanic-Aly fasten as necessary 112" DUROCK- 8" GMU 4" OR $" CMU (PER SEAT DEPTH) --- FILL NTH GROUT � SLOPED MUD BED-- VINYL SHOWER PAN a 0 8> I1►�� L AM } c2) WP07 1'4" PER PLAN V-0" PER PLAN Mal SHOWER SEAT 4 a to I TE t f,l 51 "JIL RARRIF IR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A ;lA" I- RFAr) OF CONSTR ADHESIVE TORE APPLIEI TI 1RF St 101 U Of.. DOOR M UlA J B #`- U SL UOUiU n OR ECA11 t WEATHER PR( SECTION -A (SEE DETAIL WR SFL F-ADI-IFFIFri FI-ASHING $EAL TOPSOFF T5 UNLALR ►JLQKJW fSEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADD ER W W m d z J 4 Q SELF -ADHERED FLASHING OU I SIDL CORNER WP11 0001 t I iV UGH r_3I'i N W; FLASHING REQUIREMENTS e- 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -0 > V4'-1' RFAr) CJF C0NriTRk (0.6 c(n : 30.5 cm) include flashing as described in Section R703.4. (D 0 ADHESIVE Tone APPLIED LINI)I::I SELF -ADHERED FLASHING (U 0.. C7 TI irarGHO(D C I"�t)OR € NT` � f_ 0 i I IL I URN LIP JAMB P,V L L t UR) R703,1.1 Water resistance. The exterior wall envelope s'ralt be designed and constructed in a manner that prevents the accumulation of water � NAIL,,t$HANIJ c�Fltm,,�UA� Wt, Ait1LJ4. EXTERiOR PROOr CALIi €fire �4CEMT. FIN. within the wall assembly by providing a water-resistant barrier Ind the exterior cladding as required by Section R703.2 and a means of '� , � .� s I, ras , r - BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. 0 - - 0 � .Q WIRE LATH R703.2 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 Q e (D approved waiter -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 !a 0 - l.L PP Y pP Y l� peed not less than 6 inches. Other to ;�, 4- tt3 approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt O O > An 0 RIM J04ST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building tU append in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. p R703.7,3 Water -resistive barriers Water -resistive barriers shall be installed as required in Senn R703.2 and, where applied over wood -based -� sheathing, shall include a water -resistive vapor -permeable barrier wa performance at least equivalent to two layers of Grade D paper. The I A, IL �2) { 2 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. � � P02 SELF -ADHERED FLASHING 1 A P03 �(�i CEMT. (FINISH SILO POTSHELF! CHIMNEY SHOULDER �v Exception: Where the water -resistive barrier that 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, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NLLULU IN CURNLRS Rt1Q13ERt2E0 ADIIF IVF 5'ALL S `T ' i:`' THROUGH SE;�F-Af3HERE0 j ASPHALT ADHESIVE } R703.4 Flashing, �p9H!L%c .,x8 &+-ti4" � fi Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING � g g Fluid -applied membranes �,Af�IrR� �� E ��---�1r(.r•AOHeRI-o r'LA.�ING� shingle -fashion or in accordance with the manufacturers instructions.. fetal flashing shall be corrosion resistant. I - 0, 3 used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manrier to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. ,`_ RELEASE` PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with 1p -, ULe - -VUt the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ICTL ' ` . ! L �A,�:w•� contraction, ASTMC1281, AAMA 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 !lashings IRFSHt . shall be installed at the following locations. \�. p 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 fleshings shall comply with AAMA 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 r41 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be seated 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 a 2) .\ r-'"? drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional_ /� / �'� professional - SELF -ADHERED FLASHING 1 3 1 3 In a rrordanre with other approved methods Y Y P V 5 INSIDE CORNER WP 06 1.4 In accordance with FMA/AAMA 100, FMA/ AAl AA 200, FMAPWDMA 250, FMAIAAMA{ 4NDMA 300 or FMAIAAMAIVWDMA 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. imp -I .00 3. 3.Urider and at the ends of masonry, wood or metal copings and silts. 4. 4.Continuously above all projecting wood trim. AUG 2 u 2022 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. VIRTUAL A F✓ 1 LW A S S( S' 4 f Virtue{ Review A� .L. VWlit�f ti ist�ftl8affref T 7.At built-in gutter's. c �� n f" ns Review coi ;F::.d and ap. red `x TCH:r}HFRFO FI ATifI1dJ[� - "- THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL fo compliance wI � t,Il✓ 2.i�2� F�3C 7th Edition by Debra nne Klahr PX2 0 .-Tt FLASHING AND WATERPROOFING METHODS TO BE USED. HI-HE:U FLASHINf 2 (" 4 ) 5 WP08 LASTER STOP __ C.t.NTINI ) *.SE5hCKF-R I(T) +AI AN 0 j -- ;T' lAltf a-- WRAP DP WR8 Ti IF VFRTIrAI si 7RFACF TO TC � a I LANUL A$ AN AIH eAi1HIEH a•i;2' INCI�f FLA3�IGE. FOUNDATION WEEP SCREED III � - 7r1i5 (W) IS A RESULT C }F N.A I URA(_ SHRINKAGE. DO NOT ScAL DRIP SCREED PEAS' c Ace(. I.:+SORY Z t0FFITJCANTILEVER WINDOW UNIT SLOPE LEGEND AL)HFFJED FLASHING .A----.__ PI P'iWFA51TI`frRRF.i'IST'ANX`�V _ ..,. DRAINAGE iiAI2fRIFR V.`fi �4l RONE) RRFAK WFATHFR RFWANT RARRIFk sf l r r uRl�lnlr, s- I TI I -�"-. M ASTER ACCPSRORY SHEA FIVNG, '088% Pt"N ACID, UENSUL.ASS (',, _____STRUCTLQXFRAMING :;ti','U; HAL SHE; I MINE -- 51 Fill' OF SAF - DRAINAG17 PI AW VM 1 i <' ----- RT3NIi AID +t . T- ! i i IPIt SI OI' - 1 INLOX$ 8A+:Ice k ROU A LAN 4TI TIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor f 718" Cement Plaster --'r in W� ordanc* with ASTMC926 - --- Felt backed metal lathe in accordance with ASTiVIC 1063 ��a --- Builcing Paper sheathing - Met> l Flashing _........ Wee:) Screed installed As Per Manufact. Specs. ��_`--- Maintain Botto'r7 of Weep Screed 1 1 /2" to 2" Above Roof Sheathing WEEP SCREED DETAIL SCALE: NOT TO SCALE 71$" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with A STMC 1063 Building Paper 7116" O.S.B. bathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" Cemen tiWus Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all VJ CU > a lQ U o �. Cf) ICU uJ Z Z < J d SHEET t ....� NWP1 so YP- 5280 Ltaw &60 5ju�c SPn�lefn.,�t�, Y4- VI 29 Ten flc� � 0