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HomeMy WebLinkAbout6206 Back Forty LpABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG - XJERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR 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 _UMBER LT - LAUNDRY TUB LIST - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING 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 SQIN -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 I SYMBOL LEGEND: I ❑A = STAIR CALL OUT C = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL O = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4 A15 2 SHEET NUMBER -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al E---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL 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 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NA11m LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS 11LL� iV16V MAY 2 2 2M MAY 12 2023 Virtual Review Assist, Inc. Plans Review completed and ap oved for compliance with the 2020 FBC 7th 71 by Debra Anne Klahr PX230i7 F ditiort 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. M N N -. co to L0 z � n - O p ^- 0 LO E�1 L C '00 W �' U/ �MN tiiJ' N 4- C-)N V -0 -6w d M A�E C ;c o Y/ 2 0 2 o o �S a Q _ •^N` U Q C3 - � W a.N ; W V L C) f= 0 a a IC/ - ~¢ W_ wU Zo O zW W �sQo�WZ)_j W Q Q U _ O�of �oQ OO I'_�0W9oLL0000mZZ �LLow°�OO �Yp' _Q (n �WOLW HZZwZ~WO °��O2UQ oW s =oZa9 LL ¢ O LL a O O N 0 W � = U.) O c:) ,> `M O U L0 J U_ LU Q Ln rfj a�a00 U Z � W Wc:) J �O d' 0 0 0 N N N O A 0 0 0 0 o O O 00 rn co 00 W O O O O N O N A O N O N O N O N o N A CA N O 0 e- 0 •- O O CV d' C)Ci r' A 0 A 0 O O e- N O O O 1 O N',Oo000 L ul-) �' (f) Z Z -Z° w p W u) U H 0 Q U0 c)- ~ Oa=Q LO- z zLUI­- � Q g =m0Z F �3W 5.ZZ° W I� OJ2z C.� 00 U�ZU) z � Sao • Z U 0Ua 0 W � Z cs Z w W M N O � LAST PLOT DATE Mar. 23, 23 . . Zi 0 J COVER SHEET F NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 0 io 0 v 0 O N = iL M 9 o A7 a. rij T12 ELEV - 0'-3 1/2" 30'-0" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP, 6' X 3' I 3-1/2" MIN. 2500 PSI CONC. SLAB OVER S3 14, 5'-4" I 3'-4" 3'-4" 3'-2" 5'-2" I 5'-0" • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF _j � • MAX. DRY DENSITY l `' I 2'-0" TREAT SOIL W/ TERMITE POISONING OR I I • BORACARE TREATED LUMBER IS AN Hg ALTERNATIVE TERMITE PROTECTION TO ❑ ❑ ❑ ❑ ❑ ❑ ❑ O SOIL POISONING (TYP) I I 2 :r B I � I I ❑ ❑ B _ I � - F.F.E. 97.17' NAVD 88 I o 0 v C° B.F.E. 89.7' NAVD 88 I cv N � � I ❑ 1 V-2" 11'-7" 7'-3" ih — SINK — I LAV CJ L-----J-------------------- —I-- ❑ - I I I I iY7 --- -- —� =—_--- -- o O000O I io w I o ❑ 5 I a0 15-3 3/8" 5'-3 1/2" CC ❑ N ' S3 D Q 1'-8" 13 - ----- ❑ M ° I ih -::I_ II �' O ' II 04 Li d I 10 II I I � I ELEV. III ❑ \ I � (-) 0'- 4" 11 J I 2 I p I Iv- co — — — CJ v S6 a, c� 2 _ I v I CC S3 10'-81, 1 9'-10 7/8" q I I � + — — — — — CJ — — --------- D I I I M N ❑ 13 o� rn iv El , LL I ❑ I g 1 B L— _ o� o —1 I ❑ ih I A S3 I ❑ B I C v HB Q 3 UI M v o I O <V ❑ ❑❑ ❑❑ ❑ I ❑ A I 1'-10" 10„ 16'-0" 10" 1'-10" 3'-1" 1'-0' 3'-5" 2 21'-4" 8'-8" I 30'-0" ELEV - 0'-3 1/2" g a o FDOUNDATION PLAN - ELEVATION A 1 1/4 —1-0 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42 x 42 A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20 x 20 DP (3) 45s CONT. O PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY LEMONO FTG 16" x 12 DP (2) #5s CONT. MAY 12 2023 "\ V/1-RA Virtuat Review Assist, Inc. _ plans Review completed and appr ve r,,; compliance with the 2020 FBC 7th dition by Cebra Anne K.tahr M300 II111 co 04 _ N Lo e co o w 0 z a SINn,, N Lo -0 W L '= o u 0 cM ro 4) cy)H M c/) V _0 -c _ m co") A� 'C. i M O O 9 0 }/ rn�� 0 LLg o Q ^ QN co a " F'-) W W (D W w0WQ 2 F-XW'cz� Lu m z o0¢O¢¢UO2_JO Q U O0 DOJZ�-Z2H ((1)wo 0200MO ¢Q Z Z DZYwui ui Z�LI0 _IL Z0 O0wQ�� UQ� O� _ �¢Z9¢ u.¢ o �¢LL a CV Ow D O +ro O Q 2: u LL <Lu Lo aarvi Z Z� W �� tD N N N N A 4 N 0 N o cV O O O O O 00 0 CD cfl � o0 �- 0o r- O N o O O N CD N CDO N O N O O N O N o N A N O 6 O cy d' 0 �- 0 O 0 O CD O �- O N O OO N,^ V J 0 N 0 c+M 0 4 0 Lo' 0 I c, 0 i-- 47 o" M (n Z Z — Z O vV VoEEo in W (n Q -��+ T Q a VJ -0 '-^- OW=Q Z ZW ~ � Lu =mOZ Z !nn V 0 Lu Z J Q M Z W TI IZ Z Z W _j2w C� �zU) z ,--4 a ZO Z U c� g Oo m Z Z w Wcy) N � LAST PLOT DATE Apr. 25, 23 Z O J FOUNDATION PLAN A 7 10'-0" `I% CONC.PAD i �i!ii3 i DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 3/4" I_1'-11" I_ 3'-1" U 30'-0" 14'-8" 5-4" 30'-0" LINE OF ROOF ABOVE NOTE: SEE SHEET S-11,12 '1873' 9 FOR LINTEL CALLOUTS & DETAILS A7 27'-11/4" DRAIN -0" o co 9 SH 35 LO SHWR HD ur, Ar 7, All tHR & VALVE 6'-9" 4" 6" PLUMBING STACK WALL N FAMILY ROOM I "' 17'-11" X 13'-3" 1 8'-8" CLG 1 5'-11"#6 T-8" 4'-8" 1 1 iV 2X4 KNEE I WALL, TOP `_° AT 34 1/2" REF TILE ii u u SI DWI INK W/ 3 DISPOSAL KITCHEN 14'-1" X 9'-6" 8'-8" CLG H J IN S6 2068 2 A7 � 1 OOD/ RANGE U O (V ` PANTRY 1 0�i SH O ON 0 0 N 4 INSULATED (20 PROTECTIVE BRG WALL MIN FIRE p S3 TED DOOR BOLLARD W/ WEAATTHER STTRIP CC S3 4 INSULATED BRG WALL CC S3 TWO CAR GARAGE 20'-0" X 20'-1 " ,Fz;i LINE OF GARAGE IN OPEN POSTION- --------- 16070 16'-0" 21'-4" FIRST FLOOR PLAN A 1 /4" = 1'-0" 30'-0" 1 1 I o v 1 I 0 1 N 1 N PDWR R uj 8'-8" CLG 7 5/8" B SE U')�N =Q 0 J SE 00 M 0 0 FLOOR iABVLOW � I I•� 2 • • - I A ._ IV M r, I ps • SOFFIT ABV m00 wF- TIE BM 9 A7 260 mco W HQ 3 A3 'v M 0 N N 4" LO N ~ U) w Uo(D w NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 TOP AT 18'-0' � ,2'- 10 3/4" Oo 9 SH 25 Q HD AT 7'-3" EGRESS N iTlTitiTlTlTititititltlTiTlTlti?iTit TiTiTltiTiTITiTITiTiTiT3�.fi tiTlTiTiTiTitlltltltit 1Titi?itl?ititltititltltl?1TiTiTitiATlTiTlTltiTiTiTiTiTiTiTi �1TiTiTiTi! : ___ ___.__ ' iiiiT /I 72668 OWNER'S BATH MASTER SUITE - •LINE FL I � ' I r H y BEDROOM 1 1 1 LOFT 1 H 1 r - .••- 2'-10 1 AFF u �.�.� c� ... , I •, M LOW FRAME WALL Ioml WALL WALL • �m l A7 HANSENI I SLOPED - ..: : • • �C WALL _�" =010.I' �IiI F 1111!0PEN H H LOW 3. .12" CONT RAILING SH r BEDROOM Q - H 1 1 • CO r 1 CLG y BEDROOM H © • 1 an ?A 6111 _ Co D AT H H WALL r '.��iT1TiTiT1T1T1Ti?iTiT1Ti7 �it1T1T1TiT1T1T1T1T1T1T11511111Tit1TlTlTlTit11111 : : iTiTiT1T1T1T111TlTltiti•+'� SH 25 ` / SH 25 4" HD AT 7'-3'\` / HD AT T-3" - FRAME EGRESS EGRESS WALL 5'-4 3/4" 10'-4" 5'-7 1 /4" 4'-4" 4'-4" 21'-4" 8'-8" SECOND FLOOR PLAN A 1 /411 = 1'-011 30'-0" 9 A7 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2' GYP. BEARING WALL 2X 16" O.C. W/ 1 /2" GYP. [3= FILLED CELL W/(1) #5 VERTICAL �j = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 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) MAY 12 2o23 Virtual Review Assist. Inc. '!ans Review completed and approved J' F JMllhance with the 2020 FBC 7tth Edit by 13ebra Anne Klahr pX230 ir)r! 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 q 30.0 -33.9 30.0 -33.9 a �y co N O N ;,. .; � M N LO O 00 Ln 4 z w O w 0 z Q LIL40 0 L0 - W L u M o d N N M U W C ch W 2 g �_ 0°8 oQ • N w C3 QN 7Q�) V }L�. o E V o (;V) 0 LLJ vi w 0 H-~ JLu 2~zM Lu W < W Q � H Wf_jWO�W'nU_U0u-_0 aw<CYw 0 0200mOz CJ' �O5-0ZY4C) Z�' 0W��a fA Z QOWOgF_V5KWZ62Q o oz CL oLL Q 0 QLL. a 0 fV OW U0 U.) C:) C:) z i> C:)-+� ro Q U0 J V) C a fyi Q Q 00 z � 1- Z J O ■i N 04 M ca co NO o O 0 0 0 O o � CO0� c0 r 00 r 00 r O ('V O O r O N O N C)O N O N O N O N N O N O N O O O r o0 M 4r O C)O & O C) O r O r N O O C Q L CV r 0 N 0 cM 0000 4 1 Ln' 1 CO 1 t` ' V (f) Z z -z0 WU�� 0LU0 0 Q vo Q 0a-M 0 6- Z ZLU~~ < =m0z z 0 Z � J Q � 5.MzIX1� _zZ LU O_5gz 00 U(0zU) r Zl �QO • �Ic Z g U Ua 0 M� W � z Q W W LAST PLOT DATE > Mar. 23, 2'A z 0 1 ST & 2ND FLOOR J PLAN A I I I 1 11 d 11111 STAIR SECTION 1 /2„ = 1'-011 HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM 2x MATERIAL r` '---(3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. `,N/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN T/WALL Uj — z! ° w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. MAY 12 Z023 Cr Virtual Review Assist, Inc. Plans Review completed and a prayed for compliance with the 2020 FBC 7th Editinr, by Debra Anne Klahr PX2300 M N f,.. M 4: In O s 00 In 'Y° ' " Z w s O w z Q SIN` (D LO N E 0 10 W L *= o C) M - v N N M co U w 0") L L o W 2 g �Q p o Q i to ^` w O ■ QN � co 7W V L O E� m CL W W W LLI vi W O 1— LU W FL Q of 2 W Y z T Z (' Q U Q F, T_�-,_�0����UO��O SOX �ZLL�Oz�001-Q~ C,I��90-OXOO JCZ U C1 0 0 Z ��a>LLJ ZY0ZZLLpW��a. (n QLL �WOg~�-gwp�UOQ O� 0 0 o zq�¢ 1La o a O O N W O � O O Q V J Ln U0 L L W CL Q a ,M-.i Q U Q 00 ~ Z 3 W �� J N N N N N N 1 o 1 !� 1 T 1 O 1 O 1 O O o 0 0 06 0) cD M W O O O O N O N O N O O N O O N O N o N C� N 1 O O 1 1 1 O OI N V- M I � O r' O 6 O & O O r O N 0 O 0 ' 0 L i �- N M 0 0 0 CO 0 rl� COM (f� z z O � w owcn U � � O Q Voo Q ~ OW LU z ZL F2 =m0Z �z w i'<W0 z w W I� OQ<z C0 00 U�ZU) z T__1 Q o Z U v g 0 0 m z z z w J W M N O LAST PLOT DATE Mar. 23, 23 Z 0 J DETAILS 1 11 ti 1 11 1 1 `C c C C SECOND FLOOR - FLOOR FLAMING PLAN (ELEVATION A 1 /411 = 1'-011 0 N 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (see detail in eng pack for grade) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) J1 J3 0 J5 l 0 v co O 60 4 I 109wow w cn r- cn C w 1016# \1 7 11 11 Z� A5G U = 1016 A4 z - Ljr" 0 P P Er_ L F FF LOT ri M1% j Pr, "QV r HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 z A26 A2 D A2A A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) A4A A6G U = 1332 Q� q d B2 M C.) 2 n L B3G CJ 2 V-8" 21'-4" SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 15d COMMON NAILS or 0.128" x 3" GUN NAILS Total Truss Quantity = 103. 1O LNG, PACK FOP CO�CIOK, CJ 3 U I1_0�11 16 Z -011 TYPICAL 51 5MACK COFMF\5�T LA3tLIN6 ANb 5FACIN6 CJ CJ Kt�rt�r? I rNG, PACK FOP\ COftCION, CJ5^ CJ3 U CJ1 U ' U 11,051I 16 2' -011 �YFICAL T5FfIMCK COI\W\5�f LAMING ANb 5PACIN6 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT 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 FOUNDA 1 ION PLAN FOR COLUMN SIZES 12 HANGER CHART aL = HUS 26 (SIMPSON) � a = LUS24 (SIMPSON) MAY 12 1013 \= HHUS46 (SIMPcp wrD n Virtual Review Assistflnc\ Plans Review completed and appr f ,tbmp once with the 2020 FBC 7th by Debra Anne Klahr PX2300- ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less 1 2/3 to 1 /2 ■ Ta line span approx. Ta line f 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF .00 ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. DESCRIPTION INIT. DATE BASE LOAD JMD 06/26/15 LCT EXTENDED FT3A JMD 08/06/15 KRB01 MADE FT3A TOW PIECE JRH 10/31/16LC9 JTH 1217/17 CHANGED HANGERS TO SIMPSON RDP 03/08/18 REV. RE's JRH 11/22/19 RDO1 REV/ FLOOR ERG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 LOAD# DESCRIPTION INIT. DATE RG01 ENTRY TRUSSES INTO LEDGER JTH 7/27/21 RG01 RELABEL ADD 7G4 MAW 10-22-21 RG01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08/19/2022 CARPENTER -� G-� CONTRACTORS OF AMERICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX; (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :11373 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2/ 1871A ALT DESC: OTC LOT BLOCK fDESIGNER PAGE D 6 2015 SCALE 31 91335L 1 4" "=1' f.i .. co co • • .: Ln 00 ;t 1•'�,N,.4+e L0 e�- z �— Z a., a WW w a z Q SIN O Lo � _W L N u o M � N M M � A� E L 2 ? o 2 8 O �S o Q Q s QC) _ - �� 'cn V w aN W L p E Cc W oC3 LL �; WoF- es¢ ztY Z W�� I W Y ¢11VOO rWV W 1� Q U Q �O�_aoa =0OJZLW Ozmo,t—"Q~ oomZZ 0 l— F- Z ofnWLU0 v)W6WinwWW�5XW< Q�QoWQozwZo�°oa. �U' LL O W � H- H- 2 LU OLIL Q =O O a� q Q a O O fV OW cn = o H O O 0 `M O d Lf) J Ln LL V) W Q Ln >- Q Q 00 Z � � W W J� mi N N N N N CD N r O r cM t N O N O CV O O O 0 00 W m 00 00 O O O 04 N O N O N O N C:)O N CV O N O I CA N r CA O i 't O 6 r O t 00 O i CV � c") CD 4 0 � 0 O 00 O O O N 0 O p CVm�000000 L J > N co"4- LO CD I` U,W) qq- CO z z LU owin W a OWW2 .� Z Z LU F-MOZ Z ?> J a �2Z= r-I z z W I� O�2z 00 U�zM z r-1 = �c p ~ • Z U OU� o W � Q z z J W M N N LAST PLOT DATE > Mar. 23, 23 Z Q 2ND FLOOR ROOF FRAMING PLAN A I I I I 1 11 y II 1 1 Ili I �I I 12 ROOF FINISH PER 125 ELEVATION ROOF SHEATHING V-4" 1" 1" MANUFACTURED 1,_2„ ROOF TRUSS Ilk Sk METAL DRIP EDGE 2X4 SUB -FASCIA - ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL —FINISH STUCCO I 6 SOFFIT DETAIL 3/4 1 -0 IT a0 ROOF FINISH PER Ll L� 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS < METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM STUCCO BAND( SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT CD ATTACHMENT DETAIL 7 SOFFIT DETAIL 3/ I0I E13/4COILUMN DETAILL 1 -0( PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT __1 F ROOF SHEATHING 7 F ELEV AT 8'-0" A8STUCCO DETAIL - 12 — — — T.O.M. 3/411 = 1 1-011 15 EDGE DRIP (S) A23 2X4 FASCIA 1-1/2" THK 7"k ALUMINIUM 2'-0„ WRAP (S) A23 ALUMINUM SOFFIT 00 PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. 3" BTM AT T-6" 2" 12 SOFFIT DETAIL 3/4 - 1 -0 9 STUCCODETAIL 3/4 - 1 -0 PT 2X8 LEDGER ATTACHED TO WALL 6" W/ 3/8" X 5" TITEN HD AT 12" O.C. 1„ 4 1„ " STAGGERED CV (V (V o o o o - o 0 0 00 1 00 EPS 8" V-0" 1'-0" 1'-0" 1'-0" iv FOAM iv BRACKET DETAIL LEDGER DETAIL 10 11 _ 13 /411 1_ 11 6" SCORED BAND 1'-0"-_/ 7/8" STUCCO FRAME 6" X 1 "THK - CEMENT PLASTER BAND 16" X 1 "THK - CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND- 5/8" STUCCO ON CMU CONTROL JOINTS Zo �U MID -WALL o WEEP _ SCREED 9 5.A _ AMMININ MIN [E-INIMMININININ INININIMINININI I 1E!E1EW1E! M E ! MiEl FRONT ELEVATION A 1 /411 = 11-011 Z I- 7/8" STUCCO - 9 i�_ ON FRAME N = CONTROL 5 JOINT MID -WALL WEEP SCREED - 19 5/8" STUCCO ON CMU — — — GRADE LINE REAR ELEVATION A CASING BEAD W/ WEEP HOLES OVER FLASHING 12 51— A/C UNIT 2--0'J AND PAD 1 /811 = 1 1-011 1 6URttu I � I �- GRADE LINE RIGHT ELEVATION A 1 /811 = 1 1-011 LEFT ELEVATION A 1/811= 11-011 - --- -r - - __ _ .-. ELEV AT 18'-0" T.O.P. CASING BEAD W/ WEEP HOLES OVER FLASHING 7 5. ELEV AT 10'-0" OIL s 2ND FLOOR FF E-7 _ ELEV AT 8'-8" T.O.M. —1 n I I I I 11 A5.A I d — — — ELEV AT 0'-0" 1ST FLOOR FF ASSUMED GRADE CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" g T.O.P. 1'-0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. L/SS A/C UNIT AND PAD ELEV AT 0'4' 1ST FLOOR FF 5/8" STUCCO ON CMU GRADE LINE �7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. A/C UNIT /AND PAD ELEV AT 0'-0" 1ST FLOOR FF __-7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ---5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF T-8" T-4" 19'-0" 0 — —I— — — — -N- — — SLOPE 5:12 o � 4'-0" OFF ON / RIDGE U) L ROOF VENT I I I � I I I I I I I I SLOPE SLOPE -5:12 5:12� I I I I � W I D_ ON I I I I SLOPE \5:12� �5:12 o I SLOPE 5:12 o ' I -- -- —-- _, SL OF PLAN A K�l �/8 - 1 -0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. UTILIZING THE PRESCRIPTIVE METHOD FOR 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) MAY 12 202 Virtual Review Assist, inc",� Plans Review completed and approve for compliance with the 2020 FBC 7th hV ©ehra Ann. I11_>__ GENERAL NOTES.- * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT M N 0 s co N M 1,ILn LO 00 WC 1 O LU SIN O LO N E 0 W L r o C) Mmat m Ln N MZ) C3 2 V -0-0- M L r o � O 2 g Q *N w QN 7� V o 0 0a w 0E- LLJQ' J Q'LJ 02it W (D W W ,U Q CC2NNLL_j0 D0 <OR-w 02290I-�_< U �. O O Z (gcn��OZO�OOmZZ (nW(LW �WW,(5Wx¢o ¢I te°Zo�O J LLJ IwtL aOw z9< a LL N 0 � V) ::) rl-,% cn c:) o ro O Ln Q V CL J Ln V) Ll.. � z a a Ln rej Q Q 00 z ~ Z W � o 0 0 0 o A 4 I I 1 0 0 0 o 00 ai cfl o W 0 0 0 O N O t-,i O N O O N O O CV O CV N O N A c� N c� G i 1 1 00 Oj � 1 OI O O O O e- O r- N O O p ' N�O L i � N o co 0 0 LO 0 CO 0 r` v M (n CO Z Z O wv) w W U Q O Q 2Z) � 0WLU Z ZW~P �5 =MOZ Ozw Q 5.2Z� 1� �ZZ W I� Og<z m 00 U�zU) z r-I = ¢ p ~ 3l Z U OUa 0 W � Z A5 z Z W J W N N coT_ LAST PLOT DATE > Mar. 23, 23 Z■ 0 EXTERIOR ELEVATIONS & ROOF PLAN A 1 I I I I' I I 1' 1 I I I I I- I , jurm'11 nm- it !m i i ,,_ A/C DISCONNECT WP GFI ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-0„ SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 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 #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS MAY 12 2023 V- /A\ Virtual Review Assist, Inc Plans Review completed and appro for compliance with the 2020 FRC 7th Edi inr, by Debra Anne Klahr PX.230r; ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH is SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM o 0 BASE NOTE: 11 ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ '2C—'SMOKE DETECTOR V-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" o 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 o� TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE Svv STRUCTURED WIRE OUTLET 6 SWITCH AT 36" 3 WAY SWITCH AT 36" -« 4 WAY SWITCH AT 36" —C PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL oA CLG MNT LT FIXTURE `r CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE o} WALL MNT FIXTURE NOTE: Ol TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER �C� 50W PAR20 NFL 4" MINI ROUND RECESS jo 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL 710 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR 0S SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24- DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT Fff 24 :r;;� 24" VANITY LIGHTING F,—= 36 :cr;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) TS�11 MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT =1XTURES SHOWN ARE FOR LOCATION PURPOSES. /N W W �O N I_ 0 i _W L N co co co M t p 2 8 o U- 8 aQ �• U •� O � ■ w o- 00 70 LO E � C ^ � G W w O ~ w to J u, zo W (� W Z) O��UIyU0uo a � x u o o v�O�a RoomZza� 0 — o �- 0 SOLu IL zYe0z 0IQiIL a OQ =0xzg a�u- O a p O O (V _Ow U') = O 0 1--q k 0 `M O a U0 Ln J V N WQLn Ce � � � > Q Q O Z � � Z W Jo 110 J N N N N N N � M 4 N O N O N O O O O O 00 M m W W O O O O O O O O O O O M N O O �— o0 O N � O � CD O O O O O �- O .- N O o N0 Y ! N 0 M 0 d 0 to 0 ffl 0 t�- L0 Cr M () Z Z O ��~0 twin w�— O-a Q Q d 2 Z LU r� ~m0Z Z W Q 5.<z0TI �ZZ W 0aRz >— Q0 W Z W Z T --I Q 00 • 0� �c Z g U OU� 0 m Z A6 Q Z z w J W M N N LAST PLOT DATE > Mar. 23, 23 . . Z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN A I I I I i I I I I I ' FII I FR cV I O M 0 ih L FILLCR KITCHEN 1 /2" = 1'-0" 1" FILLER , , : :5)pl—/V2211N ER'SBATH - 1 -0 1 I I/G 1 ILLLfI 1 1/2" FILLER N CV 1 I 00 00 � 80 N f9 RCi 2" FILLER 1'_g T-0" 1 1/2" FILLER 1 1/2" FILLER I / / PANTRY 4" BACKSPLASH 2'-0" SKEWED V-9" T-3" 2" FILLER ro' KITCHEN 1 /2" = 1'-0" SHWR HD VALVE F LINEN CLOSET III 4'-11 " 4 1/2" -:�I OWNER'S BATH 1 /2" = 1'-0" I N 1 i•� o 1 9 C7 M 001 0 o - N 1 iM i _ CO A. 4 OPEN TO A7 � DINING ROOM o / \I ih \ / I � I 2'-0" T-0" 2'-0" 2" END PANEL 3 KITCHEN�ISLAND 1/2 -1-0 HOLLYWOD JO STRIP LIGHTS CD 30" HIGH MIRROR N -VALVE 4„ o BACKSPLASH -SPIGOT 1� � 000 b / �, v v - M SHWR HD WALL 2'-9 7/8" 2'-6 1/2" ,BATH #2 1 /2" = 1'-0" V-6" T-0" 1 1/2" FILLER SEE SHEET ST FOR STAR DETAILS i i PWDR co U BATH LOFT 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 1 /2 - 1 -0„ q cl). WIRE SHELF c I 1 "HANSEN" BOXY 00I 220 VOLT ------ W'---- ---DI °--I - 14 1/2" X 16" DRYER VENT - iRECESS I io 11 I �I I M 8 UTILITY 1/2 12 PRE-ENGINEERED WD. TRUSSES AT 5 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION X6ar ELEV AT 18'-0" T.O.P. OWNERS SUITE 2ND FLOOR FF v _ ELEV AT 8'-8" T.O.M. KITCHEN LIVING ROOM CD UNIT'1871 - A'- BUILDING SECTION 3/16" = 1'-0" SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR E 1 ST FLR FF MAY 12 2023 Virtoai Review Assist, Inc, ''ans Review completed and a r3mPiiance with the 2620 FBC 7th Edition ",v 0ebra Anne Klahr p.X239[ ^N` 0 W L o U N N - U O M t O W D Oa 9 0 } o 11,00 0 Q N Q 00 V P a 'COL a W wQ� ��_' ' YZw W Q v Q w~Q Q QQ�(orQ�VQQ�Q = Q X —� z �' Q z Q Z co,Q ♦— U I— c� O O Z Oc)0�QZQ�QQmZZ -,OuJ a>zY40 zLL010 Q�H�-�wtj�Q0Q d (n QLL �W OQ 0 oQZ� 0 LL �Q� a O 0 N Z W ,1_, � O CD Q V) Ln J � N I— a >- cvi Q Q 00 z w W Jo to N �r M oao N N N O M v• d" r- I O I O 1 O O O O O 00 O CO T-- 00 e- 00 v-- O N O NO O NO CN CN CD N O N O N O N N N O N O N O O O V­ O 00 O N c'M 4 0 1,-,-O 0 0 O 0 O O N 0 O C ' O •L Ncu L J > 1 0 N 0 cM 0 0 0 CO 0 I` COO Z Z vV + _ LIJ owu_� U 0 o Q �o o � -0 Z Z Lp Q ~m0Z r H = Z r=n v Lu Z 5.2Zof TI �ZZ W O_j2z 00 U�Z� z ,-1 = a 0 ~ • Z U Ua 0 0 W � Z A7 Z J ui M N LAST PLO DATE Mar. 23, 23 Z 0 A - INTERIOR ELEVATIONS I I 11 I I I II I_ __ I I I I I I I I I I I j I I I 11 II 1 1 P III _ I I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4. 1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6, DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4. 7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461(si 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.S. 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 'Y BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 1s required. 9. FBC-R R318.1.5 - Cr�ncrete oyerpour and mortar along the foundation perimeter must be removed be ore exterior sotl treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 Y/". 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. MAY 12 2023 Virtual Review 1 Plans Review assist, Inc. for compliance completed and approved with the 2020 FBC 7th EditicIP by Debra Anne Klahr PX2300 M N = N v `� CD" , co ++ 1 t' a LLI @ -- 1 q Z �Y,yka W ❑ Z a SIN` N L0 N E o W L L No N ❑ c0 M co AVM� CO O 2 go �rnrn W _� o VJ 0 u a� Q s UC) - �# � (N V w 0- c L o Eco W W ❑w v6 w01- LDFW Q ��J LU �gYZX Z �0�_� 0 �Wy LL Q U QLL 1- 0<�< � 000 <aXJZ W OZ20❑i__ LL aU) 0Z0X00mZZ U t`'f cn 0 Z LLI -,(D 0Lu0ZZLLpw0�a <�< Lu 2Q ¢ �_2LU OQ =O pQZ<a LL �Qli iA O O OW U!) > U) C:) o 0 `M C:) Q M LLf) ULL Q W a Q Lq '-1 a>a00 z W WC:) l0 N N N N N N � O M � � � N O N O CV O p p O o o 6 CA c- (O � WM � � C)p N N p N N C) N C) N C) N C) N p N C)O N N O O O O Op CV A d O O O O O O O r O c- N O O 0 ' •L N O N C)0 C'5 4 0 Ln 0 CD 0 r�- LO CO(f� Z Z O �WCO w � - 0 � Q L0 (� F-- o o= ❑ 0 Oa=Q Z ZLUH- �co0Z LU =F- =Z v Z � J Z !-2ZW TI �ZZILL C� Oa>_W Cn Z Z ,--I Z X Q o U UJ 000- W Z SNOJ a Z Z LLI N N0 t� r LAST PLOT DATE Mar. 23, 23 Z 0 STRUCTURAL . J DETAILS t THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING Al I 1 II I N � �� Ill --'� 4 1 s 1 16GAx 1-1LONG 3,"4„_ I ' CROWN) � r i — STAPLES rcv 6C) !. VERT BE . 1'lEEN I 1 16GAx1-1 LONG STUDS w•NOTED THIS`.--) - OFF ET i i i CROWN) STAPLES ,� G" STALES BET "w'EEf I STUDS AS SHO. `t1 m. - s _----_.. O.C. VERT INTO STUDS P INOTED THUS: — METAL LATH ATTACHMENT DETAIL REV 09.24.21 SCALE: 34" = 1`-O" `DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703 7.1 LATH- -ONLY APPLIES TO LENN.ARS TPA,JAX: LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION- RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 C —S%- 5'-0" a - STUB -OUT FOR 11-011LO o o GAS METER 0 U � U 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGF; 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. 1U-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. 1I T-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w m CJ ROOF DIAPHRAGM NAILING SCHEDULE Rinr;F I INF + .}• + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + -0" (TYP.) + + 4'-0" /++ + + + 4'-0" + +++ + +++ + +++ L9 + + ++ + + + + + + + + + + + + +H. +++ +++ + + + + + + +7+++7++++++ + ... + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + ++ + + + + + + + +++ + + + + + + + + + + + + + + + + + + ctj 15/32" CDX I PLYWOOD OR 7/16" OSB --RIDGE LINE 140 MPH (1,1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 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: *TOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE 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 LESSEP GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber FILL CELL — STD. 900 HOOK BOND BEAM - CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max • � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OS6 web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 64 at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking k 1/8" gap + k �2 Boise Joist Blocking tlsa 3" 110d1 nails at R" n c higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide ` -1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing T��Ii 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) i O ❑ (0 6, A 1" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1%" THE WEB. PROVIDE AT CANTILEVER ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 1 0" V-1 " 1'-2" 1 2 " 1 m3„ 3" 1'-7." 1 °-.1 1" -, .° 2'-9" 3' 2„ 3 7", 12 1'-0" V-1"' 1`-2' 1 2" 1 -S' :'-9" 2'-4" 2'-11" 3' 7 4'-2" 4'-9- 5'-4" 16 1 -0" 1'-1" 12' 1' 2" V 7" --5" 3'-2" 13'-10 - 5"-7" 64" 7' 2" 20 1 0' V_I" V-2` V-2". 2'_0„ 3'-0" 4'-0., 14'-in ,1 ,., 6°-11" 7`-11"" 8'-11 24 1 tj., V-1 " 1 -2' 1 `-3"' 2'-5" 3'-7- 4'-9" 5'-10 7'_')" 8'-4'-01�". 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. N.T.S. Joist ha Web Stiffener Fastener Schedule Joist Bearin Location Series De th I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11 " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Fiumbing SIMPSC w/ (22) NAILS i 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE Ice 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 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10/ SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC_ VC PENETRATION SLEEVE THRU STEM WALL ° d a a =1 1-1 11-1 1=1 11=1 Ga : a 1=i 11=1 11-1 I I-1 I I I —I_ I I . a I —I —_I I1 00 I 10 I=1 I I I=1 I ° I I FINI GRADE--IIII- Tllllill�llilllllilllllillllllilllillll Illllllilllllilllliillllillll11ll' F I Backer block (12" wide min.) I —I I I —III —I I =— Nail with 10-10d nails. Install .1igh1to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a . • • ° ° FOUNDATION INFO a STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN A a a � . 4 X III—'' I I � I • a a. _ i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. III L_ L--_J SEE FND. PLN. _ SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION I— I SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATIONFF PLUMBING LINE a o. n ------� . d --.- - o° C/ cv G III 11=1 11=1 I `� ° a } I I I I I I I I II J I �- _II- SEE FND. PLN. SIZE & REINF. r 12 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E" by Debra Anne Klahr PX2300 M N O a M N M f LO O 4 - w .00 t. LO i it '5 w - - O W W a z Q N LO N W L '` N ch C 1 N V -0 C) � m t Mo Z) O S o p 0:8 0 •� � W N Q c ^, W L oo E � a LU (D LU Dui vui i w0� w�a ��� ��Yz� z of XU,u-000Jo W Q U �- Q:� JU)O DOXQ zLLu--z2 dW�wOzpWOO�mZ? 0f-aQ C) C1' 0 0 (A Z ��a�zYo_Zz�pW0aJ <�<_ LU rn-�wO,Uo¢ wa 0 <Qu_ 0 O N OW z Q U0 %D O O Ln 113- J V) V) LL Q LU 12- Q Ln ,M-I zVIa_ LU W J� O N O N O N O A 4 0 0 0 O O � o � � CO 00 00 O N O N O N r N O N O N O N O O N O N O N O N N O r- O — 00 O CV r- 07 O CD 4 0 r- 0 O 0 O 0 O O cV 0 O 0 N N r- 0 N 0 M 0 d 0 Ln 0 O 0 M COwO Z Z ov� O- � 0 �o�0 i-0�6- � OIX=Q LO -0z Z LU Q MmoZ tY I- 90 w Qz z0 TI Z Z 2 00 0 >_ z z �QO - Z J U 0- 00 m Z Q z z WcoSN1 N O N LAST PLOT DATE Mar. 23, 23 Q STRUCTURAL ,_I DETAILS II . 11 l -A 11 11, 1 11 II 11 1 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV A\ i UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED '. p °. PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -III—III—III-I m II—III—III—III- =1 11=11=J I I ° /RIM PRE ENGINEERED WOOD i—I I IIII 1 IIIIIIIIL=IL=I =III=III=�=I 1 TRUSS @ 24" O.C. U.N.O. ' I I III=III—III=III J I —III III —I ('- HURRICANE ANCHOR @ EACH =I I illylll (IIIII II I II I I II i lI 11- 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF _� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR /" GYP. TYPE O aM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER(* ASHER (TYP.) STEP, SIZE OF FOUNDATION AND "' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ° a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 IN F OR FIBERMESH WWF OR FIBERMESH ° @ 24" O.C.) ATTACHMENTS 2" ° d ° z 3 1/2" MIN. WW 3 1/2"MIN. ° .4 ° A a ELEV. 4-3 1/2" ° ...d ° .. ° ° °. ° ° d Q ' d A.F.F. o 2x4 CONT. ° .. U_ p ° _ 1 ° ° °. °... d O d:..° Q ° ° N z D b ° ° ' — �11—III=III I'3 1/2"(min.) 4" z p pp. —III T d °. — — — I —I GARAGE DEPTH VARIES 3 1/2"(min. - 4" 11=III f 111 IIII IIII- 3 1 /2"(min.) - 4" =III=III — IIII III � I " a I —III=III 11 M I 1=1 I I II 1=1 111=1 I=III=III III=IIII I I I— —I —i I I —I I (=III —I I —III- I I —I I=III-III=III=I 1=I � I- (2) #5 CONT. 4" 1 -4 8" — I-1 i I—III-1 1 — (2) #5 CONT.U.8„ GARAGE SLAB AT STEP rB N o MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 0-os� - STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s BOARD PER CODE (OR 5/8" 12 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C GYP. TYPE "X" @GARAGE 2x STUD @ �M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ,p•M��N�° ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT SCREWS @ 7O.C. 8.1x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTSif APPLICATION / FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 INSULATION PER SEE CC/S3 OR cc"\( LAYERS W/ TOTAL THICKNESS 7/8" OVER CHART INSULATION FLOOR - G/S3 FOR ANCHOR 5/8' x 10 J BOLT 24' O/C W/ 2"'X 3/16 METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. - 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT ° @ ° CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLAN PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. (IF NO UP LIFT ON @ 24' O.C. VERT. OR K.O. BLOCK 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING SPACED EVENLY P.T.PLATE FIBERMESH WEEP SCREED INSTALLEDXXX BAR STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS C\I 2x ARCHITECTURAL TYP, � PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE `I p p _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740ksi GRADE 60 MIN. F () MONO OR STEMWALL FINISH GRADE °� [ y 1 #5 VERT. IN FILL CELLS y ? M — — — a p' 25" MIN. LAP [30"MIN. LAP] 1/2" GYPSUM WALLBOARD ° U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° P' —III FOR LOCATIONS) FOR CLARITY p a' R — — — — — °O 6 MIL VAPOR BARRIER i IIII III °n ° 11=III=III=� 0O R 1 7/8" 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD li MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER oM 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 N 6 MIL VAPOR D 00 BARRIER IIIII ; D a l l II COMP. SOIL. �I I c • 111= `� (COMPACTED TO 95% III I I III=1 I I I III NOTE: EXTEND DECO FINISH MODIFIED PROCTOR —I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS PAVERS Z 4 I I I SEE A/S3 OR J/S6—` ILIT 1111111 11 1 111 111I Ir FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I—III=III=III=III=III=1 -1 I I III—�=III—III— #5 REINFORCING BAR III —I I I —I I E9 I I —I I I —III- Z_ _I III I I=1 I f=II I I I II � 1I I I� T #5 I AP sPl ICF p ° I—III=III—III—III—III—� I I II I II I • ° I I I IIII III III NOTE: g . III —III —III —III —III —III -_II _p _ _ *FOR BEARING WALL I=III=III=III=III=IIII ' T COMP, MODIFIEDCPROCTOR ASOM �= 11=III=III=III=IIII7T6—,7, =III- W/ UPLIFT ONLY — — — ___ III—III=III=III_III=III-III=III=III=1 I I=III=1 I IIII=I I I_III1 , I I D 1557) IIIIIIII 1 I III I I III I I III I I I II I I =1II, III=III=III=III=III=III=III—III=III—III=III=III=III— 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° ° GRADE °° 1=1 I FEI I IEI_ _ _ l=—- - — — — — -(1) #5 REBAR w/ OPT. III-111=111= I = I I=111= 11=SCRE.BN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 f°' d.. .. M eo. 'A Q ' _III —_III , .4. I —I I I —I I r 'II=III IIIIIIII F SEE A/S3 OR J/S6 --- -I L1771 i i II1 111-11 , III 1 1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 11 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 2" 01011, a d Q - a . a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 - '� CV � M 6 MIL VAPOR BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALA� 4" INTERIOR � CONCRETE S NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W p U J I —III —III —III w I; ,I I Bill l l l l l I IIII I D° 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4- (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 c WWF OR FIBERMESH p D. p II —III —III —III- III IIII=111=1I1=' r (2) #5 CONT. ON 3" CHAIRS I 101, (TYP.) f #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR _T7 F 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (..-) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO -� ° —� SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN ° III-11, ,III; N SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 8 II M � II •. _III 2x4 #2 SYP P.T. FRAMING w/ I III-1 I I —I I I I II I I 1 'Mill MIN 7/16" O.S.B. SHEATHING ,III SEE A/S3/ 4—' 1 I-- "- 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-) w SCHEDULE X < SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION LL COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD � � INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Z1 ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a M FILLED SOLID (SEE PLAN FOR = __ _ _ ; d x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) Z = ;=° —III—I °•= I 1 _��6 w WWF OR FIBERMESH o W III=1 I I I =1 =1 I I=1 11=JJ ° BRICK PAVERS or SLAB PER = p o E i I=1 • j° • ' °• ; Z �_ Q 0'-0" FIN. FLR. COMMUNITY SPECS " — —° _ _ _ —1 I —I I—� = _ — = — — _ — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 —.���■BEYOND ji ji ji /i jig I , ✓i / //✓j�/ p✓/ � ✓i(SEE SCHEDULE) \000\\\ I yo•��\.\\.SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE ✓i �i �i, ii'ii'ii✓i✓i✓i�i'j .TAPERED COLUMN FRAMING rC D 1'�2 PATIO COLUMN FTG. DETAIL rN kAy 2 Zan Virtual Review Assist, Plans Review com Inc. inr complied and ance with the 2020 FO approved by Debra Anne Klahr PX23tl 0h Edition Y _ N O N `. ;. N In 0 +a ¢A ao a Z LU J** o w 0 z Q N A, L L. 'C so Co, U L� � 0 m N N �T M V -0 M E 'c t o �- °fig �Q �nN, V w aN W L E� (/W) "O ow (6ILL! �LLO w_ioz�a m< c+r- —LL UO Q )Ocr ) aJowoo aU)OZo'co 0 JaZ 0z ���Oa Z zYO� 111 c Lpa O¢Q (n 0 oW°� �—zw �w°p2UQzga u a O f a LL a O N Ow 0 O O Q (L 2: L LL n ~ a < a cyj 00 < ~ Z � LU zo two N N N O A � 4 � 0 0 0 o 0 q C) o6 ai CO � tJ0 •c— 00 � O N O o e— 0 Q) 0 0 O 0 O 0 0 N 0 N ' o0 C)4 M 0 � 0 � 0 � 0 O O N 0 C) o in N ` °' O N O co O 'mot O Ili C)0 CO 1� L M U) z z —z0 w WU�� oWc� 4_j 0 O Q rJ cl < �a OXWM z LLJ r- Q ~m�z w� =0=z z > J Q i'2zof Z z W O��z C� 00 U�ZU) z ,-_1 � a o nI'•z IL.L�.1 U OU� o F-- m Z Q Z Z J W M N LAST PLOT DATE Mar. 23, 23 Z Q STRUCTURAL _I DETAILS -MONO 12 TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE -A- 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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 II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ,* STUD W/ (3) 10d NAILS 1/2" EXTERIOR GRADE SHEATHING " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S(� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 1 .�. �� .. �� •' • milli � on IMN so ■mill NINE Mlill IIIIMIN MEINlii■■ �Il11 IIII� MIEN NINE �II11 111100 MEIN III■■ �II11 IRII� NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL, NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4. FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL 'REEN ;z W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) �MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TTRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d d a .. a a' e• e i POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" i ❑ SOLID AREAS ARE ❑ STEEL AND GROUT . ❑ SOLID AREAS ARE STEELAND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d / WALL ❑ ❑/T NAILS AT EACH STUD Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS - FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ • BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) WALL ❑ ❑ ❑ O/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUDMAIN SPAN 7MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS =\—L UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O, BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5l8"DIA. x 8" J-BOLTS AT 6-3/4", 41-314", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° DOOR STOP PSPN516Z w/ (12) 16d NAILS d. a .a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T.GARAGE 4.-,, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION v 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,4 F��NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ� SCALE: N.T.S. • 10d @ 8" O/C O/S I • • ATTACH ALL EXTERIOR STUDS W/ 1,416d TOENAILS T076PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 _ SIMPSON SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A i -� /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. BO(2) PER TTOM PLATE SECTION 21 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d c P.T. ATE anwrwiv �r4 SP2 �imrwry NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10� ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON ` SP4 SIMPSON SP4 J M LINTEL / a . 11 a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4ff TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U v? a 2x TOP PLATE /T 2-16d 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 SCALE: N.T.S. S4 ;P4 2X TOP PLATE OVERLAPPING I NAILS @ 6" �GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE � 5/8"x10" "J" BOLT @ 24" O.C. MAX.OB C l (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS MASONRY WALL SIMPSON l C SP4 10d NAILS @ 4" A 10d NAILS @ 6' O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. /—PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B 1 L • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL. USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM -' PLATE D 5/8"xl0" "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 a _ r Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7:. by Debra Anne =n c�itinn Klahr PX� ZO(: M N O N cM N cm 0 w LO . Q z w 0 w 0 Z Q ^N` 4) N 8 0 W %� 'c L U C] m - ai M 00 L Ln f ,� V -0702 2 M L O 2g ° =g � Q s •^0 a 5. u W QN 0O W i. E� a a L (n W 0 �- W~Qq: x¢~zw zW O�) (UOO O U Q _W -aU)0 1)U X�LLO�Oo R00mQ Lu I- Zz cy 0 0 oz �Oa�zYOZzLL0WL)Ca J�<OW�F)_Wz6m��Q 00� o D oQz a LQ 0 �QLL b 0 0 [V Z W 0 o z Gunn J� U0 L } Q Q Z H W W _j� 110 N N N N N oN 1 1 0 1 M 1 4 1 1 1 0 0 O O c6 CA r c0 0 0 O C) o N 0 N 0 N 0 N 0 N 0 N 0 N 0 N c� N (m C)r- O O °O C) (V M C)'t 0 � 0 0 0 O 0 O O N 0 O 0 N' 114,0) > O N 0 M O d- O LO o Cfl O I- Z_wOv) �M() �Z O Q ujo_ Q Oa=Q W z � H W =co0Z Z O 0 z�_j Q >2Zof T'I 0- Z Z w N Og2z (.0z 00 U�Zco � Z �Q0 U UJ a O 0 � m Q z Z z w J ui M N N @ T_ LAST PLOT DATE > Mar. 23, 23 0 K STRUCTURAL J DETAILS SIMPSON HGAMV wl (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 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 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 1 O/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD ) (SEE TABLE EA. END @ 48" O.C. � LENGTH SEE TABLE ( ) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od 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 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ Od NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD GE1 INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 j DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT wl (3)1 Od & (2) 1Od 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 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-01, INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Odx3" @ 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 - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION rT� O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x21/4" 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 SEE STRUCTURAL CHORD BLOCKING NF I NOTES AND NAILING INFORMATION � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `° 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF $12 " 1 1 2 .mo EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " " 2x4 PANEL BLOCKING (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE 2 16d NAILS 2x4 BLOCKING a 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 ( ) (D = 0.148 , L = 3) OR EQUAL (D = 0.207' , L = 4 1/2) OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL ()ROWS OF O/C w/ (2) 16d C TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 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 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 14 BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE — SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SJ MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "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. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SIDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR CONNECTION TITEN TO CMU OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME SPACING) ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION r 11NIMUM 2x ,ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEEM/S5 rT CROSS BRACING DETAIL � SCALE: N.T.S. V MY 1 UL(ll \IIYV GABLE END BRACING DETAIL TOENAIL 1 (2) 16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. J5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /— GABLE TRUSS —STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) _ o z w a \-BRACING w/ (3) 1Od x 3" AT = EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 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 -f FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w C7 W 0 v o ' 0 1 w o a m - ¢ o 0 v o 0 vt CJ w o x. o 1 o c o xQ W AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2� 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 Virtual Review Assist, Inc. Flans Review °r compliance wi completed and approved th the 2020 FOC 7th Edition hY Debra Anne Klahr PX230€? 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Z Q STRUCTURAL J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD W = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM - METAL SEAT ER PLAN 0 OR FELT 17 PAPER FOR V. MOISTURE AVAI BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C ..4 M W I—III—I6x6 W1.4xW1.4IIIII=III=1 WWF OR FIBERMESH I —I I —I I OI I III e -IIIIII�IIII�IIII IIIII e STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL 0 4"x4" INSPECTION PORT AT Ix 0- EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BEI OW GRADE -INISH GRADE 00 III \--STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR —" (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION � SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO STUDt 2nd FLOOR W, BEAM/G!RDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °_° SEE FRAMING WEEP SCREED o z PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TR m 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF NOT FULL HEIGHT SHEET- 0 Z (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSURE F SHEATHING w x SOLID 2x BLOCKING @ ALL c C C SHEATHING O EDGES(SEE 0 OPENING I SECTION X-X d U C x w x E LU 2x STUDS w BEYOND. U SEE PLAN O O G` FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL sla" SPACING S 3/4" S 1/2" 1!2" S 1l2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SFACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL W 7i16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN%". U) ? C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL w= OCj NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. OE in w/ 8d COMMON NAIL Uj 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > ¢ F O 5 d cr o 0 W F w/ 8d COMMON NAILS @ 4' O.C. (2) ROWS @ TOP & BOTT. �U) F m L ' O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O ~ MEMBER IF GABLE END LLLL NOTE rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TCENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS ppXTFq� FLOOR TRUSS / FNiti OR BEAM DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE a ..� - eV da ,4 SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. Wl 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH III II I ITI I ICI I ITI�I I- #5 CONT. ON 3" C 8" V-8" 1 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S�cFA�p%L N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) G SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 0 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5l8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. ed °e OO a ° FINISH GRADE M -III—I—I I —I I . - a III=1 I; o Z 00III—III—III ° III—III- -111� a� a III-1 I1 (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING rv� @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. MAY 12 2023 Virtual Review Assist, Inc. Plans Review completed and approvea for compliance with the 2020 FBC 7th E dirinrr by Debra Anne Klahr PX230� N p N M N M . - Lo CD 00 4f , / Q - 14 1,� W t'D C L 4 l W z Q /N� O L0 - W L ."'oo U co Mc • Vi c V s= = t W 0 `�- O TS\ p •� Q LL O Q �N O � Q� U W00 v V 0. a Cy oU �; Wow LU H-QerWg4zof O gaQ IY--1 OXUo Go o QLij =XJQ���zUU-ozri,- onoO�ooZZ;Z LU � O Q AZJwo `zW LY-(L0(> �°ZzUoLUo ELI �- gw¢ �OQ� i0 o=0QZ9 Q Q J_ O I- O O N OW (n Z) r.. O o O m M W W Q Ln rej DC a ­4 >- Q Q 00 Z I— W W -j C) N N CO N N N r- A 4 cV C) N C)O cV O O 0 0 001 o r 00 r 00 r 00 r O N O O r O N O N O N O o N O N O N o N N 0) o r o r- 00 O N r c+M CD co 4 O 11 O Cn O d) O O r- O r N o O 0 N L, > r CD N CD M O LO o Cfl C)'^ ti M U) Z Z O_ w �Wfn �o O Q L �WW Lo —0 Z Z W �co0Z Z z > J Z�rl Z Z W O<2Z 00 U �ZU) Z 1- i Q O • Z U Q oD- O"� F- m Z S6J Q Z z Wce) N N � T— LAST PLOT DATE > Mar. 23, 23 Z Q STRUCTURAL _! DETAILS —MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. - TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE WI (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO - 1 x4 P.T. 3l16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16 x 3-1/2" FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED a CO N o TAPCON. INTO TAPCONS TAPCON @ 16 O.C. & 4" 2X8 CO BLOCK@ SPACING STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 T-. R N M PER MANUFACTURE MASONRY THROUGH n „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 DETAI L STD. 90 ,a TD. 9t HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8),. o 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. d ; tj00 BOTH CELLS WEB 3/16" x 3 -1/2" /16" x 3 1/ " 1 x4 P.T. DOOR JAMB (REFER TAP- TO PRODUCT ' O.C. & 4" FROM DOOR JAMB (REFER EACH END W/MIN TO PP,ODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL OTE: SHEATHING TO i�,wAP - - DOOR JAMB (kEFER APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" PRODUCT2" EDGE DIST. O OTTOM OF BANDTO TYPICAL X[E ``•�-�-:. OJOIST APPROVAL FOR CONN. TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 00 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRINGSIMPSON ±2„ NOTC FIRST COURSE @ HGAM10KTA 12" O.C. @ w 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 w/ (4) 1/4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" o z 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE TITEN INTO K.O. BLOCK Q +5A FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc CELL PER FOUNDATIONFILLED PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP o SCALE: N.T.S. SS SCALE: N.T.S. SS INFO SCALE: N.T.S. p M y i, N M SEE TYP. 2-STORY WALL SECTION FOR ADDL. N V D� u a E'�� ro 2 0 `o 2x8 P.T. BUCK -CONNECT T BLOCK SECTION C 0 B OC A _ UPLIFT CAPACITY = 805 # FOR 1 STRAP '� 8 — U - Q -A W/ 1/4" x 31/4" TAPCON 1 1/4"MIN. ( _ - 1610 #FOR 2 STRAPS FILL 1st COURSES .� � 0 EMBEDMENT INTO BILK.) 1/4" MAX EE APCH ;'LAN AND SOLID w/GROUT N V w aN c ir 2-0 8 1 PLY PRE-ENGINEERED TRUSS I IMF I-rN - w Fi > til rJ o f 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS a BLOCK HEADER ARCH BLKG. &BUCK :.:. SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS , 1/2" DRYWALL IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d z S 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) _x - _— _ LU 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ~ ""':; ° ^',' ; ' ;.' :^:'`.;.± E :G ,'.',LL -r PE -T—t `` :- ,UJ a . 7/16" OSB TO BE INSTALLED y BOND BEAM OR CAST IN PLACE BEAM F ` F'i-AT4 ( FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT P PLWD. ARCH PANEL CUT HOLE IN O.S.B. FOR U U BUCK , .. t H N -+ _r CONTACT ENGINEER of RECORD FOR � SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. . DEL -. - FURTHER INSTRUCTIONS. a a •• (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH AT EA. END RETROFIT- TRUSS DETAIL "IW4 I I -� NT reN-EC ., ` T7,EL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. r_ �= NT - 4 NAILED �+_ _)t-Y.ING NAI�E� : o T N.T.S. FiN:,r. _SNAIL-; HtL1 F-.'kFY 7THE� 1R INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 - RETROFIT WALL OVERHANG DETAIL �N'TS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH LU J w m o 0 LU a w 4' MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU r: d, 51_i';L FR T� ,If 4 1 R II ��';{=;F7-1' MATEFJAL SPAN APAC UN 1 Ht LSE ,Ii�N! LaHc .:_ RES �N�t . E 1E�� F< 1 �:t tr1N yNEN N- AND c FOR OVERHANGS BETWEEN 3ra° To 1 1r2° 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. ARCH DETAIL J IF TRUSSES USED W/ 3 #6 X 4'/2' WOOD ( ) SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE 1 SIMPSON 1/2" HD TITEN CENTERED wl () (CENTERED) / / - La TED IN THE DESIGN CRITERIA C N SHEET SIN F R F 7T,At H%1F�1T AT':'1F, I trFF ALPHA A[IiM !N+- FL4 If, �'� =T �F'Pw� 'y° F F Nr NCB risTCN T_): ^ D �aIL u ° 11.4 �� 11� . F' M N EN15EDMENT NOTE: FOR OVERHANGS LESS THAN 3/4" - No REPAIR REQ'D. W W W � Q (� Q E- F- p p w g z o ¢ a a � z o W — _j o u. U O _j O � � x � Z � 3 0_ t� o o " w � o W zi�ozaQ o to W �a o z o � o o m z �w w- w-� �, � , � w w 1� ,� � a o MIN. 4" EMBEDMENT AT 16" O.C. _ ,,t �� r:s 103 ,A. z' x t.4 z R� .',,�� STAPLES i& rd" NIIAX. O.C. " " 1 -0 5 -0 U) O Z _j ¢ ¢ o w Y o Z w z o w v o a SCALE: N.T.S. QS-,) 12 ��,TTCRPt Q o w o�?- o a z�¢ c JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. / I.IL1 E %S,_;I,'� 4 11r c , :tr4' xr 4 c_ l tt_'.rdtt ti I APt t: r_Cj�_ t-�" CH r;Rt:�t':; INISH FLO u- ¢ O F- Q w 2 x 8 BUCK -CONNECT TO BLOCK SECTION STRUCTURAL SOFFIT ° WITH 1/4' x 31/4" TAPCON (1 1/4" MIN. B_B EMBEDMENT INTO ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL S FO SCALE- : 1'-0" w !"" FOR Q.LLIP tINUt1 SOFFITS 4, I - . _ ° ° � ° :) 1/4" MAX RF,' } r r:. r,:11 > 1 INSTA I MID'SPAN R1 t; _ _ ° a #5 BAR 4 2'-0„ 8„ 0 . ° , p D [��CENTERED g O BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12 SIMPSON () d NAILS / PHE 6C_)) FiT FL PA IW7;1ALLA1I, r. D. 10 ° ° W/ ° O N 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DE i ' I ° ° °D 90° H IN TOP o _ _ ° tg KNOCKOUT / c� O W / CHAIR BLOCK I~ 8d NAILS @ 8" O.C. AT BUCK _ _ ° I — L � 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W! (3) • _ - = p. MONO FOOTING _ _ D , ° ( � O O M O VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" MIN. OF START OF 12d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 / ' DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. XOVF (2) 10d NAILS @ 8 O.C. RygN TO TRUSS TOP CHORD SIZE AND REINF. PER PLAN — ° AND SECTION DETAILS I I o D Q M Ln J ' ^ 1 1 v, LL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH CLEAN FILL D p Q W QLin TO BE INSTALLED #2 SYP @ 24" O.C. + �F + + yGTy PLYWOOD SHEATHING DIRT p Z 0� a M 4'-0" MAX SEE PLAN + + ° STANDARD o BUILT UP PLWD. BUCK- 7/16 OSB ARCH PANEL + + D ° 90` HOOK N Q Q 00 U SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + #5 BAR IN z I — TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC NOTE: SHED ROOF IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + + BLOCKING AS + REQUIRED FILLED CELL ; a ' • > ^ - - o o' ,� e z J INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD, GABLE ONLY, CORNERS WALL USE (2) 1l4" X 3 1/2" TAPCONS AT 16" TO SUPPORT TRUSS SOFFIT - ° p - O THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + + �s r r r• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L 2X4 SYP a + STEMWALL FOOTING REINF. PERLAN AND SIZE AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" EACH TRUSS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS NO o NO CONNECTOR SCALE: 3/4" = 1'-0" N ' N ' N ' GLASS BLOCK INSTALLATION NOTES SEE LINTEL NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, p A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY7 SCHED. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. o 0 0 B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SO IT EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR PRECAST LINTEL p p D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL N IV SEE ELEVATION DRILL 3/4"x5" MIN. HOLE SET BAR IN 00 oi CD oo 0 00 0 o N O N o N N 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. EXPANSION STRIP 2X2 #2 P.T. MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE (PLACE W/J-CHANNEL SECURED 0 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL @24" O.C. FASTENED TO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT N N N N N N N REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR CMU W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") d) 6 o 6 oo CN A BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. W.W.M. AT PERIMETER 24" O.C. CV 4 o 1 T O O O O r O cV 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION O E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" SECTION ROOF EXTENSION M @ #5x6' EMBEDDED INTO EXISTING BOND BEAM Z O c O O o O O IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER „ _ SCALE: 3/4 1-0' SS o to O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0 F.F. ¢ FILL CELL FULL HEIGHT W/ 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 w NON SHRINK GROUT. cD '^ O CV O M O O O O SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: X ° ° ° _ _ _ U_ LU -� A ¢ to Y , ~ SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o �—=III=III=III=III; '=I 1/2" NAILS TO STUDS & (1) - MORE INFO 1 " Q :.;';`.r k I=I I=I I=,III-III_- ' 5!8 DIA. ALL THREAD ROD PRESS PANEL REINFORCING INTO PLACE. ;' _:"r:;':. " " ,;..:...`.'...'.: ;`;-,T; ;.:.'' s MIN. LAP SPLICE W1 " — — = I- I I II I I II I II I II I p ° I — — = EPDXIED w/ SIMPSON "SET #5x6' EMBEDDED INTO Z EXISTING FOOTING Z Z - z O :,j.>, :. :' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I=I I I=III ; EPDXY MIN. 6" EMBEDMENT & (2) #5x6 IN CONC. < o W w w v� w SMOOTH. DO NO FURROW. ° ° III=III=I I 3' MIN. EDGE DISTANCE r FILLED CELL DRILL 3/4"x5" MIN. HOLE U U _ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. — — I —III —I I III=) I I- GRADE ° p . ° �— - SET BAR IN EPDXY �.: O � Q — F•- o � Q 00 6" MIN. LAP o ° w G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: �., _, M Ll Z Z w Q REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. Al THIS SEE GLASS BLOCK INSTALLATION NOTES. SEALANT z r o Q. ~ m O Q TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° \ 4" SAW CUT _ 2 Z 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 ° 2 #5 REBAR. MIN. 3" () �_ Z H Uj 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 16" MIN. Of COVER EA. WAY EXISTING FOOTING A SECTION Q � > >- w O I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN g Z tY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. 0- Z Q I- J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL D ETA I L �" W t'� Q 00 O V g 2 z z K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4 = 1-0 RETROFIT FOR MISSING (� z 4-I cIL n z = Q O FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR OF GLASS BLOCK. MSTAM STRAP0�INSTALLATION SCALE: N.T.S. � Z ~ U Q SCALE: 3/4" = V-0" MAY (,•' Oo a Virtual Review Assist, Inc. Plans Review completed and W z z z w M approved for compliance with the 2020 F8C 7tI1 �I i,,. Uj o by Debra Anne Klah, Py,2;tOr (o LAST PLOT DATE Mar. 23, 23 Z Q STRUCTURAL J DETAILS-RETR 0 FIT I I I I I I' I f lI' I II I I I I I I I ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSIN0 GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6'0 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED ---\ / fR 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" STRINGER CONTACT\ SIMPSON F LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO < I 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = V-0" 2X4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GILL AT STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = V-0" —" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS I J SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: 2" = 1'-0" -3/4 PLY\A ON DECK --2x8 SYI AND W FRAMI1' 2x4 DRAF STOP 2x4 BLOCH C -3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD S10P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 a' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �N [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER --//�� I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 HIM I.#UIVO I MUU I IUIN UC I /'-XI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) 2X PSON M1 10dx11 LA L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1 = 1-0 MAY 121o23 Virtual Review Assist, Inc. Plans Review completed and approl,ec by � for compliance with the 2020 FgD ytr X. , stlt)s, 2V Debra Anne Klahr P co N O _ N M 04 0 w w z Q t^o` 0 L E c oM. 0 W L D ce) N InN V -O -0- 2 co") A�E •C t p �° �8 u Q •i//`i p^ f' LL1 _N C W L p E c •02 0.° W �LyL 0 �C WO� rf wxxg4zH Og LL UO 0 QU J(n>x ¢Ox¢¢I�0�)2� <a0 ZE Fn Jz Q�¢� >.OL 5wuWOf¢p2�LuoO °ZWUSOZ �¢ Ng2¢ ¢0 (L LL z0 o ? u- O U- a O O (V OW (!)ter\ ���o . o Q L J Lr) ��N � aaLri Q Q 00 ~ Z � W Jo �O 04 N N N N N N 1 � O 1 M I � C:) O O O O O C:)000)T­ — � — ao '­ CD N C)O 04 04 O N O N O N O (N O N O c%4 O N d) N 4 0 O I 6 0 r 00 0 N M 0 'r - 0 0 C) I 1 0 O 0 1 O E CVO a) 000000 N M (01 1, M () z z O �/V ) own 0 O Q I-O�a :D 0 Of W LO z Z Lu I. �mOZ tY O J Z �2ZX T_1 01- z Z LL W I� O��Z C� 00 U�� Z z r, z ma0 U J a OU O m z Q Z z w J WST(0 M O LAST PLOT DATE Mar. 23, 23 z O J STAIR DETAILS ' I i I ! __ _ I I I I 11_. I!! 1 1 1 f 1411 tl I ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND STRUCTURAL DRAWINGS. ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING, 03-0605.04 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 11, THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL WITH ASTM C926 OR OTHER APPROVED COATING. CAVITY. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED FOR MECHANICAL ANCHORAGE. LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE APPLIED HORIZONTAL LOAD 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. VERTICAL LOAD + SAFE HORIZONTAL LOAD 1 1.0 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (,85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^=_C4s4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8 OB 8F12-08 8F16-0B 8F20-0B 8F24 OB 8F28 OB 8F32 OB SFS 1B 8F12-1B 8F16-1B 8F20-iB OF24-IB 8F28-IB 8F32-IB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 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 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 1 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17' 4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 1 654 884 1092 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 811U6 8RF6-0B 8RF10-0B 8RF14-0B 8RF18.OB RF22.OB RF26-08 RF30.OB 8RF6-IB 8RF10-1B 8RF14-1B 8RF18-18 BRF22-1B 8RF26.1B 8RF30.1B 4'-4' (52") PRECAST 1635 1749 3355 3280 4349 `;421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 2253 3129 4150 5891 47 C, WP4494 ,a SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 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 12'4" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8 PRECAST w/ 2" RECESS DOOR U-LINTELS 4^WNCRrn ''"� ■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-0" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 T-8" (116") PRECAST 370 490 227 4c^WT-CR4ffr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12.1T 8F16-1T 8F20.1T 8F24-IT 8F28-IT 8F32.1T 8F8 2T 8F12 2T 8F16 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 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 1 2093 2694 3295 3897 4498 929 1492 2093 2694 1 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4' (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 1 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 12544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 (141 115115 1366 15 158215 470 1 543 928 1349 1649 1948 2247 13'4" (160") PRECAST 418 15 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 881 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 B 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17 4' (208") PRESTRESSED 187 255 404 (12 520 12 637 12 754 12 872 12 192 303 1 500 732 993 (8) 1268 14 1470 14 19'4' (232") PRESTRESSED 162 222 347 i 446 1 546 12 646 12 746 12 166 261 424 616 831(8) 1057 14 1225 14 21'4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 (7) 903 13 1046 (13 22'-0" (264") P°ESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 1 221 1 354 1 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 (7)1 756 12 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4c^WP_4^4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SRF61T 8RF101T 8RF141T 8RF181T 8RF221T BRF261T 8RF301T 8RF6-2T 8RF10-2T 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 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8) 1952V2442 2931 6 3257 506 967 1462 1952931 3421 9'-8" (116") PRECAST 395 491 93112 13011980 15 2322 (16 395 589 1135 1512272 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 LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS c < o : o c c c c c c o c c o 0 0 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8-1B ° c L0 C o c ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT o c BAR & (2) COURSES OF $' K.O. BLOCKS c c W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° a 1-1/2" CLEAR C. M. U. J ul � ° _ J z w u a #5 REBAR AT o ce O , z a ° BOTTOM MIN. (1) ¢ LL U 0 REQ'D O . ce 10 16 GAUGE POWERS Ia- i O' 3: - ° STEEL BOXED W a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z = - C.M.U. a � 00 o = GROUT U)`�° #5 REBAR AT BOTTOM OF LINTEL CAVITY o c BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP UNIT'1871- 1ST FLOOR PLAN 1 /411 = 1'-011 OG MAY 12 2023 Virtual Review Assist, Inc. Plans Review completed and approved Por compliance with the 2020 FBC 7th Editiop 5Y E'ebra Anne Klahr PX230n -I M CV O 1' �+ LO a00 LO � 9 a qy..,-.- y ��qp(�yC LL Q Lu W Z Q '0 o U 0 CV) d V) M to _ m �o R E L O ` O 0 -R Q un ^` Lu QN Oc) M W L E O � N 0 a W W (D W W WI-Q ct afg, zw Z CC�-_jcn03�Ir0LL()0LOL 0 Q Q U <OO�ZLLLL222u"1-�Q �- C1 Z-L Ocnaf OLu ZOcrOOmZj U (WOZYZ"0a -2U) <OLUp2U u OX O 23 Z� all u.Q 0 F- 0 0 W 0 Z) r*�, ,> `M O O C J W ce Ln Q Q 00 z W Lu -� C) �O d' N N N O O O CM N O N O N O O O O O 00 CA T-- � 00 •- 00 - C) N C) N C)T- N 04 N O N O N O N O N O CV O N O N O O C6 cV M O O O O C)r- O O � N o C)O O NU-) i � � O N O M�� o 0 0 O 0 r` L c M u Z z -Zo 0 vV w LLJ LU U H 100 < mo o Q �^^ 01-=uj W < �5 =co 0Z Lz W � Z � T__1 12 Z Z W I� Oa<z C� 00 U�ZU) z ,-_ Q o z U� o0 W � Q Z z w W(y) N 0 LAST PLOT DATE >T1_ M.Waam -i--j z 0 STRUCTURAL DETAILS _I A B (L) I 1 I I I I I 1 11 i I 1 R II IF 191111+ 9" 1 II REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (I)#5L (2)#5U DETAIL'A' DET,�L'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3-2' PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No.3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1 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" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 8, 2 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED 12) No. 3 (2) 7116 strand + 203 203 155 215 2 No. S N.R. (2) 7' 1' strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 2 No.S N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION F-PLAIN 'IIN-/ rQUANTITY OF#5BARAT S -SOLID LINTEL I LOWER LINTEL CAVITY [I8x1I6-P-1L/1IU] NOMINAL WIDTH] J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UP PER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL']' DETAIL'H' &'J' DETAIL'K' 2'-10' l'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 34" 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" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No. a 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED l2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 2l'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 834 834 390 763 (2) No. 5 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2) No. 5 (2) 7116 strand +(2) 22'-8" PRESTRESSED (2) No.3 No.5 642 642 306 599 z z. DETAIL "H" DETAIL IT' DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 I LOWER LINTEL CA`✓RY [8x1 I6-P-1 L/1IU] NOMINA.LWO-I J1J `QUANTITY OF#S BAR .AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##511 UU(Ol LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL 'DE' &'DF' DETAIL'DG' 31-8" 2'-4' 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 1 4965 4401 4401 4'-Z' 2'-1(Y" 2-6" PRECAST (2) D4.5 WIRE 12) No.3 2654 4449 3965 3965 4'4' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE 12) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE 12) No. 3 1193 2290 2085 2085 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8'-4" &HO" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ '--1 QUANTITY OF#5BAR AT 5-SOLD LINTEL I LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH) 1H `QUANTITY OF#5BAR AT NOMINA' HEIGHT UPPER -INTEL CAVITY 7111 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (3)#5Lfl)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4' 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 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2) No. 3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7'-8" 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 114- 10'-0" PRECAST (2) No. 3 2) No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 1 l'-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 134" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 12'4" 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 I54" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16-0" PRESTRESSED f2) No. 3 (2) 7116 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" 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 + 607 607 317 601 (2) No. 5 2Y-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. (2) 7116 strand + 24'-0" 22'4" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 TYPE DESIGNATION '-FLAW LINTEL,' r QUANTITY OF#5 BAR AT ,-SOLID LINTEL I LCW ER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH I `QUANTITY OF#584RAT NOMINAL HEIGHT-1 UPPER LINTEL CAVITY DETAIL "E" DETAIL 'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4' 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 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" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (21 D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST 12) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 368 1368 771 1264 2 No, 19'4" 181-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1084 1084 615 1095 2 No. 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/l6 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 740 740 393 772 4. DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITYQF#5BAF A' S-SOLID LINTEL LOWER LINTELCAVRY �r [I8x1I6-P-1L/1IU] NOMINAL W IDTHJ J ` QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL GAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFELOAD UP IFT SAFELOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 ( ) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 24" 2' O'' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0' 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2' 2'-10" 2'-6" PRECAST 2 D4.5 WIRE O 2 No. (1 3 4 032 1 0000 868 7 9 503 4'-4" 3'-0" 2'-8" PRECAST 12) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1 1113 1455 lug TYPE DESIGNATION P - PLAIN L INTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOW ER LINTEL CAVITY [I8xl j 6L/1 U] NOMINAL WIDTH) LQLANTR'i 0, #5 BARA' NOMINAL EIGHT UPPER LINTEL CAI ITY 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 REIN FORCEM ENT-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. 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 (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 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. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)f (SEE SCHEDULE) 2" ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN CO" STIRRUPS AT 4'-0" cc 50 o M OR WELDED) In nTOM BARS iv SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN *--BOTTOM (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN Co 7/32" STIRRUPS AT 4'-G"cc M(TIED OR WELDED) ii BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" l'-b" 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 1 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 2199 2199 1219 1846 (2) No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. A 19'-4" 18'-0" PRESTRESSED l2 l No.3 (2) 7116 strand + 1348 1348 753 1330 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1254 1254 702 1271 (2) No.5 21'4' 20'-0" PRESTRESSED (2) No.3 f2) 7/16 strand + 1092 1092 614 1167 12) No. 5 22'-0'' 20'-8" PRESTRESSED f2) No.3 f2) 7116 strand + 1023 1023 576 1121 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (9) No. 5 898 8987 481 947 DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION �' AIN '.INTEI/ ^I r QUANTITY OF #5 BAR AT SOLID LINTEL I I LOWER LINTEL CAVITY [8x1I6-P-1L/1U] NOMINAL WIDTH J L QUANTITY OF qS BAR II NOMINAL HEIGHT UPPER LIMP: GAVIty GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR R GRAVITY SAFE E LOAD T UPLIFT SAFE LOAD SOLID #5(1)U(C)L SOLID #5(1)U(1)L SOLID #5( )UU(0)LL SOLID #5(2)U(1)L DETAILOU DETAIL'DM' DETAIL'DL'&'DM' DETAIL'DN' 31-8" 24" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4--2" 2'-1Cr' 2-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 13000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4'-0 PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8' 54' 5-0' PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8" 64" 6-0 PRECAST PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 r1-8" 8'-4" &HO" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION S�I�L> V T -� [8x16-P-IL/IU1 4Il10k VIDTH I H L WLIP!T¢EL 5 MR AT PS16K HQ6R O O (1) O UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 AV GR IT Y &UPLIFT SAFE LOADS LF O S (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L 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 1597 2143 1801 2143 1801 1753 1483 1753 1483 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4'-2" 2'-10" 2'-6 PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'-4' 4-0' PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5-4" 5'-0 PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6-4" 6'-0 PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 396 489 1 489 261 393 .•; . .. ... e. Lf U. Uj 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 ,y R.-.0 ITY SA'c LS AD UPLIFTSA�E LOAD Tc, C . J;.II'JjOiL SOLID -5i11UL SOLID #5(1)Li(0)L #5 [1 U 1 L SOLID #512)U(1)I- DETAIL DO' DETAIL DP' DET41L'DO' &'DP' DETAIL DC.' 24" 2'-a' PRECAST (2) D4.5 WIRE (2) No.3 e6:__ 100013 1CrI30 10000 4'-0" 2'-8" 24" PRECAST (?) D4.5 WIRE (2) No.3 -5?0 i-&30 10000 100v0 4'-Z' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 1000C 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 614.9 1001 8604 1CD00 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5C44 10000 7066 I0000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3CJ' 11XC 4325 1C000 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 37,5 -387 2901. 6831 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION ° - PLAIN, LINM/ r 9WITITY OF #5 BAR AT S - SOLIB LINTEL I LIVER LIP?TEL CAVITY [8x16-P-IL/IU] Nrg'NIAL yMj I LaWJTTIY EF 95 BAR AT i[FaTWiL HEABIT- Ul° v LWTEL CAVITY TYPE DESIGNATION .. ..CND LIT-L I -' N.° J ✓I" [8x16-P-1 L/1 U] Y.I ,I j -1 L- ,C . .-.' SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' 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 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = NOT Kecommenaea MAY 12 2a23 Virtual Review R \ Plans Review Assist, Inc. for com Completed and approNed pliance with the 2020 FRC 7th by Debra Anne Klahr PX2300 1 , co Cq M s v LO 3 i CD 00 Lo 5 * W ,. O W Q.' 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Florida DepertmerIt of Busvess & P-ofass,ona, Regulaton 841€ ing Codes errd Standards ram' Product Approval Application Detail 1`Lft%Z2-R3 F.V.9A Rr.T Y Sa QM Doi C;II[A.f`I!4t'IAfi,9 .tkxt TTVR* Y-MI!04r Yxwra %L*r Bnainakt A Lk:.elrya V-xdI Av Y M41101.1.+LA fQI AL"Y4+1 art AN,nr,a 'rsn _1n7. sr.-en':'r^t PY a Ys 'n,' SA:hrel avekam Herrn.af NAr-IL '-a.. tier PE I] 12r1714,702,1 Aa;iae>.r9 G4eSMaY. 4t -rcal ccmE<'Htcnla Nli'➢441 -1 Ysl PEr l! 7'�y -Ul lend 3,bck14gcry' w rk,:1 v°. ar..e7.•ss.1 tier-,n:. 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N:A rL'A Flolida Daparwent of Business & Professional Reguladon rmi 01 Bt lding Codes and Standards r 4 n1 Product Approval Application Detail FLe17C71 -M coal tempt=s Date Dale 40_rF a ;ram Y.rf.m ilr.ur-zcr.r f:adagl i V-rtl-ode„ IfIl F13C A--- LYE $mil! 20:1,, Dfol kt0h IW1 labor AdumaCt Zv2o,'R. P". 9 LO*t d,Tar01 PE a"frt n.v '4aNa M2c Car_?r2n;p ,gr1 Y.V20 "' cx.gm R.Attj 3UOCa1.pC4Y: Ader.l ROAFf%j I,r'urrete�de.errW mar, Campaafne Meinud E+r.Ataada Re.Cdr =n±b+, w F Ard. Reglse ted Apr.d F.cl cr a L' S.A FWIM Prof.st im� En�ir¢s FLA116I3•fl-FIOUL fs WARY Absu wrce AboloyeA IDruea Aug wd ke uar III lam_ }qtg Rndu¢'t sWAN. •unYser ,r N4tne Rbdmet Deserinllan eleMr act 1NmY'ratlat Dal. nhy �S .MIRK Rllsfuiol Pressure Gtref Mel.,. FooMp SvYNems CMC, 100,48 Do: 16Pm. oMC ax'% LAC, ig09V ry6rn023 Yra rra NrA .Or-:e7 cwc . 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H v HP h•1 "itl NKes ,InS-elt=(e+LY.Rva.ng X.t°s �,.Xb :rnf�u,.rrer.s: N-ts 5&A39&a-Nd.ir tlECJu font.-, Edge Pte gass Sint- D1 r lns.,niwaea'.eA9' x .tN1�rroislMS NOrran- CAA39 A ATOR_F+'ldtl: ,_iezed CArtr.✓>alte Edge FbKgIan nml, Uy XVO sre.+ta•a;nrsingrruttir±g_xr �x:r,'rr; r:cnf911.[i ene,r Nbrin(d 94xd97A"brAl7_kr"Otom :FlA2a.f! _rsr�,Aalte Edge Fitnnyas.s bcxdt Can etc Ar wen«„5011` aIinca WL, 4.19 rx.:ME X1 rv).Jlar,Oesi N, r-8&*Y,CAcyrG.t-pGi4purX �,:,laseu9 C bnWWt Edgr F'beas7a .tiM1rle Ets� !n ,ng;':k14cw,rg Y, ::enlquraucn} N� n- 5&xn 0 C'rii}•y,'t E,Vj!F,GMyF_S5 iNd,t Cl- Y'r1 _cn lg - ar N PTand 5&N38 tlO.tnlld0CO3CA :,arpcette Em. r-,0 o.. m U. GeV ... , 31O 44t .•x f.,k, .r Ors, ti - N'B&NU a 4111 irpeat6µvIX IA tJ Vra+dea lven :O De W. E69. F D.1da 5 Snpr 7'. 4 yR'?rr. xcert. ft� Imm Nor atl 1A1g: a aq MF1%.11 gw,L W.n 4Vn d ow'rrn,lw 4e Edg. II GM39 3 y11¢ n .0 CJ.-d 9Anldrd r00mS6,A r Ya Nat trogY ."lYv CY 1t a�»'r, Vrakri f1O.n C.amF"-` 7- Eekd' FiYr rrs: n Lm , !Y3,,x' O X1-r t."014W14ns'' NC 010 Ai,etg A srb4OrimP.t*:i+gi st ;sp.p,r '.:Mir+.. 4tn, %ilQt Frep�3.d 53n Js `JCc'wWh 1.4LM5.r :OM1'iiAMRe'S711A0W1r��-'elk 3ci Y. q: {C? Pik NMYn]LI G&Ai46!¢I[W hYr46F.�:+� +]a.^tir.r Cmr,D'my,+e'e6ge F;prryass D;rlt„e "%•'x-4•+1±•r Yvnn:t �p;ea mi- 10a Setet¢s ,N 11, 1941LV1v Yj'_xi':3 '''-Pg,i"a!t.MSi ,.,. ,,:_, r�± erne ... •u,. �•a,�E;25 !A± rra Yea !d'A •J'!Pr2+ey fk, eta ,rF FUA Y yC 1,r,,,;s r4. YC. I- wa 1;,,"'1CIIO% r4� Yes 3'eS fdlG 1 E31n21t16 rio rn v'rs w�a % 1fJ'_r tab? 'i qs Y.V WA Flora Depef6rlent o` $usinc_s & arafau; 4unal RegOa*.Ion F., r ,r, Burtd,ng Cotes are[} Slandalris Product Approval AppOcatfon Detail rgi:1! byi Ar 11011. liar PaltPmis�!m �. rti oa V.-aeaut MA1Wfx,W_ Ermeeaa. €.w."& Y.AldAw WlIddad &tLilAw FBC Auolar4l ApHA119EI - Ne kor '.lt:r+ Wild Oaain.3 !ens kw"Y, le¢-Lvde eY',: i; r?_[:11F ?,kbllk-L"0rip k^:*:'.' yA.E 11nkU'7 107 fl2'_`_-^3 t,r4 IIi9 FWC•3.sd C:sogarY•Ee.rrr Li ,9., -AA r,1 OO i75A,-F5 •,O SubCar.ge 9+Yeg ca[er,+a Gar Azsrm.aes FOSd'Sb(ngGtdtlitbeac Cernpl Fancy KNtptl r_ylficanun AM* vLf -,a afn PU251.11d.1 POQ,4l5 d,-m Ae,,.ar>4-e Aaraor¢e t« u.• At�Wn.ea fn Ilse �rj 51 Nod,v: MOAN. Bunkva Naive mod Deeralbbon Co tract Eepkmlar Dom k, Nv"Z oun:d. NVNZ R-Sr. rk Prrss;wc. 5 ;x-55 %n U-4.#=y 11 '.6„y1 SbON Cft- D- 04:1 701 ,c es •es sin■ Mard PRODUCT APPROVALSPECIFICATION As required b Florida Statute 553.842 and Florida Administrative Code 9B-72, iease provide the information and approval numbers on the building components listed beIlI g y P P pp g p they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. C a tt 1. EXTERIOR DOORS A. SWINGING The rmaTru Fiber -Classic and Smooth-Star(NON-IMPACT) FL20461.1 +67.0/-67.0 psf 12/31t�"=� Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/'-67.0 psf 12/31/1-: ' L' The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/_11-1 '~ B. SLIDING Ml Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/:_a.-' PGT Series 5570 NGA 21-0205,03 +38.7,-38.7 psf 4114/2_"'~ Pella Corporation _ FL2646 C, SECTIONAL Wayne -Dalton Series 8000/8.100.8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/311 Wayne -Dalton Series 8000/8100i8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/ Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248,11 +34.41-38.3 psf 12/311:-. ..-. D. METAL LOUVERED DRS Curries Division ofAADG. Inc 607„707,727±747.an.d 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31laf 2. WINDOWS A. SINGLE HUNG MI k/Vindows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 101812_ ; PGT Series 5500 FL239.2 N;'A 7130/2 _ Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/1712._l " Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6122/2. 1.�. _. B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351 r 1 +55. 0/-55.0 psf 2116121_� _.� Pella Corporation Series 10.,1 FL11161 +30.0/-30.0 psf 3127/2 --! Pella Corporation Series 10 Slidirg tAlindow FL12811 NIA 5125/2: wl C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3.127. PGT Series 5520 FL243.5 NIA 413012--'w= f. Pella Corporation Series 10r120 FL6694 +50.0/-50.0 psf 711512- Pella Corporation 10 Series Flarge �ixea FL.16280 N,1A 512512�I_ ! ^ D. MULLION MI Windows and Doors Series 5764 FL15353.2 Ni'A 12/311� 1- . PGT Series 5500 FL261.1 N,A 5126/2 E. OTHER- 3. PANEL WALL A. SIDING .lames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N!A 12131/ =__ B. SOFFITS Alside Solid and dented Vinyl Sofl-i# FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/ Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/_54.2 psf 713012 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimersionai FL10124.1 4A 12/16/__ L- B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Unaerlayment FL12328 N'A 6129/2-__-..._ Plyglass USA. Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N,A 12/23/,: C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson .Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918A N'A 9/9/2.: _ Florida Metal Products, Inc Vent RV10 FL21580.3 N,'A 12/311 - Lornanco. Inc DA-4 Exahust Vert FL17202.1 +97,5/-97.5 psf 12/10/ 1� E . ROOFING TILES Boral Tile Villa 900 FL7849. 27 - F L7849. 28 N'A. 121131 / Boral Tile Saxony 900 FL7849.16 - F16.7849.20 N,`A 12/31/ : _ - F. METAL ROOF Drexel Metals, Inc. DMC 10ONS. DMC 150SS. DMC 175S, DMC 200S. DMC 5V FL17679.1 +011-180 12 311 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stcrm Panels FL15076.1 - FL15076.2 N,'A 12/31L..'_ All American Shutters & Glass Galvanized Steel Ston-n Panels FL17869.1 N;'A 12I31/:___-Z1_ 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart - ANCHORS Simpson Strong -Tie see chart - B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999,4 N.A 12/31/ --'- " Mi Tek Industries. Inc. Truss Plates FL2197.1 - F L2197.5 N, A 12131 /.- _ - C. ENGINEERED LUMBER Weyerhaeuser Rim Board. L�`L. PSL. LSL FL6527.1 - FL6527.5 N.IA 10/31/ D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N.A 9111'2. Commercial Concrete Products. Inc, High Strength Concrete Lintels FL1774 N,A 5125129 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 gnus available to the inspector on the jobsite: 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE r :rBtfr f,o':'.di 'apf,,Am3ll lie to r. I aFYL` :.'••` Q$t� 1'1'r.,.:i,3 l.i{.lY � 2>L�ll'�4 fBCApu�aval - - - - - - __ r HV••7 t9de H'A1: Reblaunt Pros Mire Yes /es rL'i rilk ties. Yes 're; P'irA : r .r .. •. rn Yens Yt+e w'4 ea Y_ ?ilk Yes NJ ' � rP1. Yee. Yar, i111 - '.'.... ±,:: .. ,,•es Yos Yes VA Y" rVA Yes Ycs r1(A - - '•es s'e3 Yea !.irf. - *en Y_ Yca VITA Yes YA ..' .a Yes No VVA YA» Y_ rfu wA N. r41A No WA N. NYA .. •- t. es Yes tI WA NO NI r . . . ..:r, .;;' - ,, , :. - , •:. 1 •'re Ye* h>c NfA Yes tab WA Yes too rYA. -.. � 1 , .. t _ - �: ee Yes r•b NrA V.4 1�0. Ddl Qg. 1, ✓ti FBGAi'OraAD=M$liSga i?I i:023 .i-Wv.,Wv_ Lbr Af•JHeYe2 r4i 9%, 11111W Dirg0ul i,�r,' ?.:t tryH_ IciYlsEAtd Ld.F�t I Nn YA6 fh W'A No Yr-. fin r1,4 - No Yea c wa NS NJ N,A WA --- r W1, r' k A; I r I At ': •n:,Y-f-t?I, --- - t , JAL! 33! 2911 2I9 Va11d31M xDMitto FE ATfOYeI Ab�vml Rim : a--L,. A� rY-� a0 to U,s A- ­d fa II,. hmajg( MUNI -. •-. rJ„ Yea Yea .11 Lfj'l fS QJ NO Ycs Yt'a •344CI!-lit 39 --- -®- �. MAY i n L .r..i.la1Virtua( RV @ S Plans Rev. Assist, Inc. t` I„ o rtbm Review completed and _ ii n,. a 10 F by Debra Anne in Klahr. BC 7th qk cAat cu+2aLla[avmt BL9la1 >}{ to I. _ _ Alp med`•., Use II Doga .i, Vi > '1_IaIAe N. Ht fti ,iol !'1l wrx I- I. .I...,. .f - In veil;, �Fagt, r ±, Dm 7aa D,k.'af, l Dal. �..1 'd i�ai4l1. A.-ua,JYed'r, Ux x..r ,4 •�, UM I fir, ,-: .tCx> In X9l': a?aR�dr _V"i R3� ERtK2 (D Florida Depatnent of Business & Professional Regulation PAN06 do 9 Flords, Department of Blisiri 9 Frnfessional R"ulancir, Flosillia Departimrrit of Business & Professional Regulation I '11"ll "n p". I of 2 Building Codes and Standards Irz rd n Building Cows and Staroarcls; aA t,1Building Codes and Standards -4 '.1,vIdmg (,�,dc,, i,)-:; .,b -,dar-,:i� > 0 Product Approval Application Dirtall Produrd Approval Application Detail Product Approval Application Detail P-1 I An , A A;,q,!,,*,; Dail 0 FLA2394M UAW" (3) CDL (D L- Gode Way or 21111t 2WA Date 14,ndino 21h = a- im YAMLQD mamamm ggwm Flighlaff A License Yalidaltig ll MUM Wamiligg F-W, 6amyll 60012=1 21" Qlk Mail: SkaurwaLlit. Diety of IM*LtKAI.OM 29, 211 cam aradi,lo §A&R" Knots% wk ;,We cRt-p"mlm ik L2 (3) 4-s- 2-920 rher-T,. C.rp..t- SIR- ja.p- Lynd- F Seh mdi P E Ry-, J K'ne 0 C 1,8131 laWrl(ri r"180=1 I Qtl -'V2TZ` 12111 6r-11xZi Approv� Arry"AN4 2r1.10 PISTIndvIrn's 91rilixt um4ti-em R�.&w AA-i-Mdt, 66-0 CER VffiaiDaSC,�, VA; YgAxo EAQAMUL" -Aw2paw -709 I I -21,1 1 i AXS�29 IVI1?,XN firzd-vid ygrf- ffljolgj� A Llcom Validated 91 vadanse sulwn,nild FOCA�V* AM -I I I It. I,- d A J- In, Appronid Category EARn-w, Dow* SmrQng (400,, I5434WO PE-43ACC 7SUS55 C.109.V! VA1,6- ni 5 25all 95'r" 2aW VI mrior" a ill ;1`00's 8r "I t)Iinlprf Arnwium I'l tvn M. ,Alen, PC iona,2OZ3 1=6V21720 1GkI9 1ln&`2020 = SvbCat"ory EdmncxDcor Avsernbrea 171 j 1, TIA 5.'j �of M-A6,r- A-.- 117�&454 Compliance Method. Eailvabi ReporttTom a f" vi' suer CXelpiRl. Hcd2i.-,?a Order bw]�WQa-d - j, I a) irlorda Registered A.rcheact era L.mriaoul Iflawa PT EngineerQ C-Vli- Method, rend- on Mism ar Lfsh,ta twiplparnt,e Method .rwtllkmw Writ a Ltdrj "I: 0 ofeewnal a) E1.920"14it? Products 16aft &211LIM Awagm IQ Via hauwmLt6L.Va 1012w. Unix AliplimserilgiM" Amovedlor U, 1 amew9f.u., AUAAVA%IIAAU law& Dallas 0 Quallity il"urync, a&RUL%lg.EgLAC Appiuveidlorthim, JZW Damon fty"I Rw4um CA&Alort Part 111 MIN 2AAkAyix onuw ftnula RDOLWA MOM &MbMWt4�W product 0',urneda" MlAti! 0uheRw RR Indew, R-LWML ittlOnx HYA Rt$lstalt Pressure S-11, Product Mount. Number Or Maps COP"Ct EXIW~ Do" in KvMZ outside II Resistant Freese 2 GHSISOO.W9. MWe "a&) .MZM 'e. Yt. a 'I�Yl" 0 LL- 1 a. Theresa-Tru Fiber-Cirpsssyc end lV31= No Y05 47 NJA HS 1$4 Fin -dFI.rn. F- oVi6e,1124 No Yes No NO yes 610 -w-" CU C) %;r, ,- CU Composes Edge Fiberglass Single Dore CU 0 > 2 b Themm-Tru ripp cra.w'. anal Sin czn Stsd Narrinia 155J159,8 &WxNc,I in"oAquot Cpequ. 1 2t3 t a2022 No yea, I'k, rdy, E C."rupalfte Edge Fiberglass, Single Dc-w vMh a) a) Speni Xbr C�X or OXIO U) ow,ri-ions) U) 12 CL 3 N6,,oAl Sales; 8 Sqtottlol,-i dradliqu �_ Qideqw, 12P-Ir"Am No yes NO NJA cu 4--j FidetSMSS E;Orhp*VW Edge Ova ble Door wVih Or U) < (In voutwrig, XX-�O)= othout 8defitess: 9wings, ccerhaufavift) 4 a Thernra-Tru Flow r-limc and Sm",Sw Nominal 7&#*,D &qtMNQn4jffRp&ut&qUCF Claque I nV2011-7 No Yes No NJA Composite, Edge Fiterl;W" Single Day X corninguration) 5 e and Smooth -Stan 1 Zr3v= No Yes Na WA Compolift Ease Fiberglass Single Door with Gdesilip(s) (InSwOK)*w4g, XO, OX or OX0 configurations) 5 f TtenYd,-T,u Fiber-Clasao one NoryMial opaque 1=1=221 No Yes No rVA Florida Delpartmodi Of Business Profelasional Regulator, f a =f t %rida Upartmort of Business Q Protioutsborrat Regulation FF1, as :x-pa-trrf,,A vi &.A Rogiajor CanilRosias Edge labieglaw Single Door Bui 0 rig Codes and Stainda fals; 1 Y"at,21 Building Codes and Standards 0-AgRIDuienoina 7 Q4 ThtimeRJoa Fiber-Cloweic and Srwth-slar Nornwill 511di3g.0 &qwL14or,4 napeel3quat Opaque 12131r2OZ! P40 yes No WA Conapoefte Edge l9berglass Smill. [).or Wh Product Approval Application Detail Product Approval Applilc allon Detail PrdAUt Appfo' al Appilcinon Detail SKIeldis(s) Onsaing/OubwArq, XD, OX.a OXO a h Therna-Tru Fb*,-CWsw, and smw2 Normawil 8030.0 iliquottion-I aspactiquot. Opaque 42T31r=12 W yee No NIA Ciernpowile, Edge FIbeglass, Doulllb Docruft or w"WA Smi*fts (Iftwenrigifoutealr4 XX or OXXO Cd* Q4K* DO- Coto Pwanal Etat, at mille, Bat, pledina a#_- 2A, caus biluding go MMI yRujile K-Picta. C1,11,01 L- vatmakd, a, yedideted SsAmAlled FOC -AuRzard A-einni SAII& V-w marsult-Raw t.airearl,Lk-, 2aAm vamo at Yd"td filighwaand Vallidated Submilaml Fac PIM Approved Ll,",r2il "AW21, Z, a" Q t Therona-Trx, Fdle,-Comic, and Smooit,�Rur Won" 594W.8 Glawreo 12131,12= ND yes NIA Oceanside 2DN "11T Iddle,111K J-sR.%..t1d &A-A�L�4ft &-co - CER M.-Dfde BCCC, - VAL I low-20IO �IAVW�,Vi,j -/Iltzl2o Are�-,t R� 202M W Mnd- R,d 0- 9-tshi'v., L.i. 9 L- PE 51- M. Lk,d, PC 10AV&20 1UM4,2= wii&= 12111 I iQ%720 1111112020 AWO*j Cwnpc&ds, Edge Rb"ass, Sgle Door citispar, vu"-,s MI)46"luo 3-1 , .54" C*-QoT Vftd�� 017r 364�1300 2T� x mrshewation) lubClkponf- FV..d a" MA; Idre 6 r $weCA*cI MI if] I. Thermo-Tru Facer rasut arid hkorninal MSU,,g &qwI:1,Xn-I mpanliquor GLa2ed 1=112022 yont No NIA earlelliena, 10.11hoo. C.O.ft- U.* a uatinq cwp;hdw wildioct LeQluamon Cie at lrorI a ronvials" Edge rillipapnew Single noor win Florida Reginkred Ar4hd-1, as I -A Marks. Sidiries") (Inorningt0visswulro, XO, OX or OX0 owl,gurationsil 11 k Thenria-Tru Fbe,-Crasllc and Smccii-Ster NwrwW 6&#W:8&qwtWn-Irnpw18qLct Glaxtil 12t31 NO yes NO NIA A-MAtill Use UKAM ■wakill A-andwillarrij, wag Raft Cannposseer Edge Filiesgrapse, Double, Dw *th o- Product awralum CwjdjctEA,,RUv,,tQ* it olluidt a P�A- CIE, In IL&I 249911JIY"g somw pleasure AXOTOAXID P*5120 (Cars, M4.49 InIWI Piked VVI OPS61023 Y- Y- y- U."LL QMA" Am,- Arviallistre, use AM-W 1, useJt, vl-t, 0'rt"'i y" Yet yes WA owiliguratio"s) ftult Model none. or me N.Ihw D- Contaa+ract Implication, am 4,nknQ guwgLdw 1-, L Tnarrna-Tru Fllpssr�Valpwc am Noreriaid 7UW;O 41quaditor" mpallSviot Glazed 12J31=2 1140 yes No NiA Verhno Aj-- MA- t2rJ11*1124 Y. Y., Conriposelis Edge Fib"m Slartle, Door PiRmilglOutrwing, X ;onfiguratiorn 13 In lh-T- I'Ad-Cla- ad 3-ath.E", N-1 7&0%;0 9qetN*,I pt&qod Qla-d 1231r,= N. Y- r- NIA Conspoilft Edge F."Rew Single Door airs Welds e) (InponliCutwoIing, XO, OXx OXO 14 n Thorrinsi Fiber-Ciassic end Smoov-Star Nomnal 8&039;0 11duclor8on,_1 anpoW4viar Glazed 12131rl= NO Yes No NIA Cwr9owe Edge Fiberglass SmgL- Door X Donfigur2tro") 15 0 Theffna-Tru Fibef-Cessr and Sninoth-Star t4ofianal M#i kuattloa-1 mpsagauct- Gimed I M1 0022 Nta Yes No NIA Clin,pionst Edge Clergism; Single Door win Sodisift"(s) laelmnalOwfeno XG, OX or QXO Florida Department of BusiFess Professional Regulator, Florida Cepartini of Business I Professional Regulation 1 -,-Lair i"A I,, lw-",� Reg ��Jor Pagellv(4 16 p wrej;Urquorls) Nouninal Glazed 12iGII2022, Goniposills Eppre Inbargilam, ambe D" win, or NO yes No We Building CodI Sta,istaird; lidding Cones and Standards 3;, weloul Webb" Xxoroxxc PtodwatApprovall Application Detail Product Approval Application Detail ApI,,licAiar, 0,4ail 17 of ThonIRR-TedFipw-0uRi and Smooth -Stu frix-asnal Opaque 12131=2 No Y- No Niik FLWIIBIAI Composite Sidge, R"reas Skingle Door,,Ala Tanso. OnamnitfOlirposOng; OIX oo0ipwrcw,$ 18 r, 7hem,*-T,. RileaAA."carfl t4,oainal Op.4" 12FII r-a-2 No Y 0. PRO WA r2le Lift or DWI Quit 2&fftiollil RM COW 2[ 22U 2a RailLatn" lllr� 2011- 211 Q%2 A,,"no Nit Corr"wbe Edge Fiteglwas Single Doo-Ah I= version, alaigualm QAAANI E-dreff & UlPern, Ydi&=ILM val�qdcg awbortient FZAURM0 agummd mod I-Iea yistuw1 ZkoillisafulL rAni Idaludeff A 1. Valwalag YAWW %SMRIA Lw�� Al- 1.�Svl.LL yapdated &Annmd FW A-ffvd Aworoved 47jox orxoxc) 4"�ion 1-V-10 jarnes Fuld.. suldlyp plowds -one, C, .11 DVAS V. ikIdra, -tea F S. �MICV.10:1 1114,2020 olijadil7l -hj, rrC P'­r, l,'!,R Th-ri- 5&-72 RE R�lm � Kr�p P E 07PS,2021 o2ns,3021 T2121,021 04111 N 12ti9m2" I '�" 17 r4." 02M7/N23 Aw-d 19 n Opaque 12t3412aV No Nb- N,1A cal"w. Paral TARN 410s W ans PIF-01139�1 ")M 35? 2fi2s citsvay: PI"woe t3;4i 16, 55v. 4 <'�.P0iwt&EdjP Fibefolaso Single D" .0 Guiervegar. W,,5 rlkcd,iiew. $;�. I Zorsisi Q-wrilIo'lawma XQ, 0)" - QXQ Coadilliia;v Owtiod E-atuartion Rtpw trI^ a C4MPWar * Method! F,14u;WIW RlpOn PW 4 ',"1 i. COHMALMS, HAild Add Sir 110416 P.9,11siald Ar nftt - U-d FRIall F4.dd. P.Sisl-dfiodl-t- U--d F.,ki. X t ThatrtJru Fihisr-CarssIe any Ernedih-Slor I -,QV207-1 No yed, No NA Pe&-aw Engire. C*rnposft Edge Fibinganse Single Chdw vAn fAdelkpi Q nnangitOrr"ng W. ()X or OXO FL2,13192AII PI-Dduvis 21 u Thernna, Tru Fiber C4"r and Smooth-aw consrau s Hood a# hd So t4omimIS&M.S&qLctNon4nVwtLquc�t Glazed 12r3AI2072 No Yes No pyk f9t #P POA-12 Approved for use ApproM im Use Wall AMMM NtVra Coirr,pDlift Edge Fitfaiglam Single D� vAth AMA E=6srt Now Manor er wite taoKL209mv 2AIWOLAM Rtibom ritill"'11 C.,V,.j Is 011idd. 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P- 0 - R-i'Q 30 Tiwrra-Tu Fee, C,3aete Snrolpb-Sta, ocinfillarrallop Nominal B&A-09quotNon-irapaoMquok Glued 1=1= NO yes 1,110 NUA zd and Compositer Edge Fbefgilals Double DowN& 39939�0 SideRMS Incvtro'Ouimnq� OXXIO, Quiliftli Altaujildi, for use 31 ze Tharnna-Tru FlearCEnsic and Srarmn-Stw winneursellan) Nominal 711.1113" &qu*tNon-Irnpa,.t&qi She Ner Q;3iQ022 No Yes NO NIA $-* PtOd4d Model. Writer P!`Naiie Produrn Dnaivbgn torbam Etellinfion Due hilaurolm &WREW a Un ft-mw at Y$ oAMov R.0610at P,"- Qualfty Aiiwimo Aver,"d for YZ r-! i N Am lived to, use kopw ONIKI �ZP�4 Vt� S ,wes Oorgmiaa Edge Glazed Fetwillam. Single I TAMK0 poor Uidrhynarz, IV i," . VA4yL �0-i,21rz "'.5 t4�A W" PracLusit IL lessees. fnim Product oininrinfor, P" (jubildhe Ifirlik Similar 2u LAW Lxdswk Irlsew sailiku "a" Yea No Coorwth orvatliowd I&M�Z&dohtpic) ilaw"twoutwong, K OX XO or OXO 001ftwahong) 2 TAWO runs U.mmfneerat �MvII'Mong far- . ran aw2w=- h1k NIA i TAMI-D FIX IwOl�redqe Vint *0 U&IN 'a Tit -6 OL Ionic roeveawl;f I'm tw!14 Oaloa=ll y" y" MIA -'j 2 TAWC)Ch NIt3ga Ro,%VrntmA k0ft 26 ,a No y" Y..S Yen NA KA 4 Rounn, T.Ir CZRidge-Vert nlh Rusk, Tar T,. "a OR Sure rxIfY!r.umor *nh name Florida DapaMreni of Busdrlov. & Professional Regulation Yn Y. NA ',tj Koui,14v cti Pp I di Florida Department of Business and Professional Regulation & professional Regulation I Building Codes and Standards Building Codes and Standards &j,1d,i9Cu0leS and Standards IV= 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Approwl Application Detail Prrydun Apfxc,,,,!I plc cal,uiI D*Ijt# code Willi liAt w- Paimll 291 iWk F.d tw a Did, Panel!altoPoll 9mrAl-4m 41111131 FUS26"31 no ymblel Ron, 2*X 1111111=14a L-n- 'gloom Ile 6'�- E. finch FE yd= 10141111140 (Ac agawrA AQMQW Ueak I I f2l V.10V TV21V"Y20 11,111;,1111) 4-2 re;�, -M, 7�- R4104,1 R'ding Enaw- 4, UI,mm welaeqi� ay I-PUC urr- E-L.�- �nn W AMbr- V1,14,11M.4 $t4ff.kd FOC Aww" 11rj2Y2-21 '41, mIt 11, 611&" Nmni3w fr.Aw-1-A Amid, VIAW2020 ApprcL*d Q" Entlk or 211111111 20 go 2M SWUR CARROT RoAng I: I W� I C-', PP-'� I C 17� 17,M�4 Ct.O.Y7 W111211 Manufacturer Contact EnIn vier & )jWftedl IBX Validated Submitted Pending ARRrjovail Approved salecataway, R".9 --w. Met we Pay' Revision X20 POLYCLASS USA kfauryAlperk Wcea John W Category: Roofing 59542331330Smadpe,r*poW1asR;,conn Robert Nieminfen Knezicych PE lQr2WO20 ICV2212020 FOC AppMvaf 12Mr2O2O Iftlacril o'erre Ramns Sm- Florida Reosteivcl AmlIkKi or a L"r wd Fkada ProJo,' Esa-k� rt*, Subcategory: PE-53168 (o!A) 772-;.224 I1f0If2020 Pofewonw Enanw fvTlesatxrmude undeftylinerits fiLtzal-BLELM"u 0"Ity Assurance AporovisiforAfto Aw'sn," lot uft Ifflow r Compliance Method: AuntnV111-11--yft AKI12VMJX„ft 119,104 'wartaaltwl �RrTC"p � ".K 1w. 91, Spil Old 91410 In - -tL�, pporgandlor use D� Evaltation Reportfrorn IN-* Frodactilladw. "untar., liana Product 0-1witiort kyAL QW&JRL-HICIZ IRALMAM ? �,,ieru ITW& Y"..p kngiar,l 4d14L" Qutllamm aswkt amom a Florida Registered I )6,,k 41 CIA4 I al-8.111 C.-k-A, OAA tat. NPI'll, %,Ik Reel-, N,. V- sway 600 - shere A.1le 94n1P Soot Selsid, F4trdk--S"tm .'A 1213 1 ZJ2 0 N10 Y-$ MIA y," WA Architect or a LoGensed rAeMnlc2iSatashetltoFvweodDeck u S-yg"I-Skl. Sg,.k' A -I, Sod Make 5--,700-8hk .. S4RkL.&,trnP,S;1W'A k. FI. P,.F4- 9,0. ILA 12 fq I= T, N: P-RI. - 8t-kt-, ill r3i M12 r, rJ. Y., MIA MIA W NO yes y" A Frovica Professional Engineer -T 27' 5-ony 700 - &I.N. Slane 6-P ~isshe" -al-Fig.-- A. -I-. -A `W 11.6k -R.I. ; A 1Z171=0 6-kgh Prolls Katy. TX IWWAn. N. YCs 01. f- WA IRA c. loth L- PoFYs Kafj T1 IW31=2c P., Y., MIA, FL#626116R31 Products 2UNw-Atrium a 6g2mndf2LLIM Se EwAllitio InwNZ outside HVKZ Resistant pressure W a-# Product IffixiRRI, Nurser or N Product Delect Orion oat* Polylass, RoO Underlay-nents Reuling urderlaymenti; 1021J21111 No yes WA *WA -M 5 FolyglassRantRUnciellayinlents (wKZ) popyglass red umdwlwjm 4. iceuse in "IC'2P2a2m Yes No tWA *A CZ Hoek as- > 2 Polylail; Roof Underlaynents, inw-HVHZ) Poelgrasis roof underleirril ltntsa for use in 0123r2m No yes NtA -WAI-0=6 FOC nori+VH2 jurisdictions, man-aloof 1 Polygram Root Linetlaynents (HVHZ) potygrass untlerlaysin into fee use in 1`30 IW23=3 Yes No NIA NOA Florida Deparlilient of BuCriness Professional Regulation Florida Departrriont of Business Professional Ro"tor, ink, saut, 0 2 Polygillio Rool? Jnleftynents (non-fi%rlZ) HVHT junsidlabom Polygess reel underl4m cars, for use in I 223=3 No Yes WA -WA!-=.S Building Codesand SlandardY, BIAI&VCodes and Standards Dt� ng C'-� �yrd 'krr);- V7=, > 0- FRC non FVHZ jurisphodons Product Approval Application Detail Product Approval Application Detail Apfwovaf AtIpli, Df4atJ 1 Polyglass Roof Undedayrrents (HVHZ) Polirglass Roof undedWil grits lot use in FBC 1273=S Yes HvHZ No WA WA 2 Polyglay. Roof Undedaydents, (rwon-Hvlqj Poinjuiss, rod inderlayorn ents, ler use in l2r23r2= No Yes WA 4-WAI-6=1 Sgft Ervirw 2E 2M 2-M PAIg Nndi lig 21111 2* 2111if catill"dino 21,o FBG r,zr?v-i--VHZ jurrsdictorgr im Version Manufactul C"Ytact Erimmells, a Licensist V.14drd Validated --ow, Mod 113C Approval Appre,%,td ild-js ysalu mitalwatildw Contact Lughelal I (Ken V64"100 SO YAN991K 2mmiad FIRCAseworwal Am -- i! U, IS. Dille Past am P*k am w & r "w" valaw remod FMA-Whad stak, 1 PoWass Roof Undorkynents (HVWI� PoWta" rod"eawmilroftir use 1nFDCI27A= yes NO WA WA Renision 2020 A& Annercap 5hLen-rs a,4 Gives; M�,05wben Frank L Ber, larda Fi E Tty Setl�v. F, F V-A1nrrj1X 130�i� 111w= $W&T=0 -p f,-&m tr--� -V- St-t L- �cc R-i-ran Wr wa-M Rani-,09 t 02, rA,21 10* 2121�2 0 1 IAW2�120 11006, -P�pv 1�, 12rSe-'JZD azi 2 HwZ jurdeliefiares, Inv= NO yes Nhk -Nw-wZ Category Shwnws UtICARMOM Stolm FOn" 7112-988Z PF-X,054151 ob4) 34-IDiN rn,obtaammk""huna caaigay: st-tia'.R C-"atms, 5vbC~Iy T­ ..Its -'�Afilflu as fac App. FEIC naa+VH2 jurisdictions, Compliance V4OQd: &Wusidoon Report hams ins.CoWi'�#Utths4 ensium- Repon Doren F laridie Resmemd Aahib-t or a Fl-da E�.Wvrt. tL.Mity, prdliewx�w Ffigm"r tiaIWNY A Aw-d For its. Apprevid for (Jea lin-Is L- ,*Q 0 I ProclLict Modell Number of Marne 249A C-&K-or" sum storm pa"K gurshly Asswarda: AjRRtgjtgi_FuUApproved for imawi umd, �1 or contract expqration pate #11 "VM Owlits �HVKZ Resaltan -drelsoc prairinct -40" 14ga Ga"napol Steel Storm Panels I 2f3 � Q Q -1 let V`01 y- 'WA .4291 entillitt udder. K r7ro'M��hklp-- Hdt- St-ish �H 4-P hT,08CWwo, Holl. wwo, pro" owtodo cartrart Ec"Rem Daur Nwml,�- - tnr Pat. I 71'� I VC4 wl;d CO3Y)WO, Praw 1201=4 h-HY111 Quidde HVHZ Y. Y� Y,III Rieda, MIA MIA Apormnadfal.1- A-Qvvdf�u� broad pleaw ZIRV L'a--gin RKK it= 2AM J' ilialaw ft"Mast 0- 71A1CC,,3,iJpIn, Tpulm Witt C�^Irr Part 1NV2X4 W" C--tur FWc lVrl'X24 y" f- y- NIA NIA No Yes MIA MAA U) 00 < rwda Deparlinnerill of Business & Professional Regulation Pam = Flo"a Delpavirdont min 6usirosa & Prnfeasionai Regulator, Honda Deparitneirilt of Business & Professional Requisition MAY Building codes and Standards 3ft=1 Buictinq Codes and Standards Building Codes and Standards 1 2o23 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail QA Tin- Vw 0. Ab,of-tv. Conrad hm*- A, LI Validated Skill Widened 211111 Qu&&" to avitwitte'll PBC Am. Alor"ved area. ;llft 11211 XULRQ awwauim bIlItt Q, 19M &CgntKAIKWK imidalLa A" Car. RitsftlAds; ;kft UAW X&MM9 usmig 2" nuni Vas Men LttY Comael Eindew & Lisiatt YW14,&d go 2111141 DAM, valme Submftd Fac A20MA Am, Uj Ry"Pon T-1, C4.0w, 111-dar., C-Mladen, IC� FaNxilm Lw%4--e LLIC ]CC 9,swaeaw LC 0"Mran i7qwwu 9103M23 App-*d Revival, 20 20 weryrb.- wditt.1 C-Pasoh �b Mod - R-W-- ii� -- LI-7: I- ,+,- fz F 2-3 ;,,wq sa(�Z�,O IF.1 9244476 UPI 1-10-11 Xv"M211- Nolia Aiw�urr, In caapz": P.0 w.1 ,i� SR. Lud Lortat Stevan M. u rkn PL 11AWWO 11116nox 1140 Virtual RevieW Assist Inc. Plans < flutiCatailon,; Truro Pla, corIvitancRi Medsod: Evoluation F, zf,-� 5 30 -') end SubCagary, Crig-d Corritillined Method Elakmhnn Ripest eno, a aubc-ftfln,: saInt,-is Review completed for Product FW1,4130. L�w kw,.t evw-- E-Any commi�e MOM=: 51"Numn, Rqpon and Compliance d approved Prodisidl Fk,-,d. -.gM-nJ -J,-e,,t U-snd Florl, Pld--I W'th the 2020 FBC 7th Editiol? bY Quar" ftiswras� Approved for Ifte Apaovid for Lfta k�ma twe- Amovog to, Ju AWOoi tof J" I E61144014:0 R2511511, Debra Anne Klahr PX2300 < if" Iliperill, w- P,4,* RAiRldwite Rolula cliallial- We C Ila livu Oust" if" eahuld &D&2 1111111telis ftee LUAR112L 2de ii! L= emazu" 1 15gA $2131arQ4 y" NA 11-A lhorItb. L"I '-.td 'Onnee, L-ber 0 1-1 111732 3 N. T- 4w,', NIA Inodea Nudist legubw , M.- caulsaa E-i'abon, 29, In NV%Z L4�.ijj., 2Mt6SN9 f 6 ox super 0 01, itzerdin tress tonntelo, Plate lZe3ld2024 Y" Y" NA NSA PwMR,. 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FLR7 AV" Product Model.NumtearorName Pntrdu Descrirrtlan 1 Titan Stothlesis Steel Concrete & Masonry Screw (TTN-SS} 114" dierhoter Titan stainbss +steel masonry screw F JMOI$-R6 $eat Product Model. Num ber or Name 1 SD10112DBB Outdoor Accents Connecter Screw 2 SD9112, $1)9212 S010112, SDI 0212 Strang -Drive $D Connector Screw 3 SD8112SS. SDg212SS Strong -Dr ve SD Connector SS Screw 4 SDCF22431, SDCF22512 SDCF22614, SDCF22700. SDCF22858, SDCF221014, Soong -Cake SDCP Timber-CF Screw SDCF2211'4, SDCF221334 SLICF271 Kk 8, SDCF272358 5 SDCP22434, SDCP122512, SDCP22614, S0CP227W. SDCP22658, SDCP22912, Strong -[ruble SDCP Timber-CP Screw SDCP221100, SDCP-"1134, SDCP271400 6 SDHR274CO SOHR27614 SDHR31400, SCHR31614 Strotlg-Drke SDHR Combo Head Screw 7 SDS25112 SD825134, SDS26200, SOS25212, S1DS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw SDS25500 SDS2550D, SOS258M 8 SDS25112£S, SOS2520OSS, SDS25212SS, SDS25300SS SOS25312SS Shorg-Chive SDS HeavyDuty Connector SS Screw 9 SDWF2716 SDVWF2720, SOWF2724, SDWF2726, SOWF2730 Soong -Drive SDVWF Floor -to -Floor Screw Fill0007-lib Sant ProductModel. Nurn bar orName ProductQescriution I ATR316, A.TR1/Z ATR516. ATR314 Threaded Rods 2 ATU05, ATIJO&Z .ATUDB, ATIl ATU09-'3- ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2. BF112, BPI12-3 BPS18 2, SP&8, 3 BP 314, BP314-3, BPRTUD3-4 Bearing 'Fate , 4 CN'VV318 CIJWt/2 CNW5/8. CNW314, CNW98-1/2, CN''WW4-" Coupler Nuts a CTUD55, CTUD65, CTUD66 CTUD76.. CTUD76, CTUD77, CTUD87, CTUD88. CTUD97 Coupling Take -Up Device CTUO98,CTUD99 6 11 Hit, Nl N8 Heavy Hex Nuts 7 RTLJ03, RTU036, RTLl RTUD46 RTUD5 RTUD5, RTUD7, RTUD8 Ratcheri)g Take -Up Device 8 TU09, TUID10 Take -Up Device 9 TUVV38 Take -Up Washer 10 URS3 3/8" Uphl Rod Run Tiedown System 11 URS4 1/2"Upt"t Rod RunTiedown System 12 URS6 5i3" Upt=t Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiedown System FL#10441-R6 Seat Product Model. Number or NameProduct Dmiliption 1 DTT2 "Did -down 2 HDC1014,1 DC10/22 Hold-down ,. HDQ8, HHCQ11. HHDO14 Hold-down 4 HDUZ HOU4 HDUS HDUB, HOW i HOU14 HokfAllown 5 HPA26, H PA35 Stap-rill Pullin IIIIchor 8 LSTH08, LSTHDBRJ Strap -style hold-down 7 MASA, MA&AP Foundaiton anchor strap 8 MPA132, MPAI44 Strap -style Perlin anchor 9 PA18. PA22, PA28, PA35, II PAW Ssa'Ip•stga Pullin anchor 10 PAI18, PAi23. PA128 PA135 Strap -style purtn anchor 11 STHD10. STHDI DR.i Strap -stye hold -dowry 12 STH014. STHDI4RJ Strap -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated r2,34202Ci For direct Inks to Mt SST approvers Awed below --Ll:: K HERE. . For arldtl0lal krTamabm regard"Flpnas 8rarvAde Product Approval Sri[ern and Pealr•DadCounty N[U;e X AROE lance {F3A) 5:i,Y±i^-`a�- € FL#10446-RS Sea Y Product Made1. Number or F6rme Produ j, asci lion 1 A21, A23, A33, A34, A36- A44 Angles 2 APA21. APA4, APAB. APVA21, APVA4, APVA6 Outdoo,Accents Angles APB44, APB44R, APV865, APB66R APB88, APBWR, APe1010, AP8101 2, APV844, r_utdoo(AccRrits Post Bases APVB44R,APVBW APVB66R,APVBSS.APVB8&R,APVB1010,01,117V8101OR 4 APDJT2-4, APDJT2R-4, APDJr2-8, APDJT2R-6, APVDJT2.4, APVDJTZR4T APVD:T2-6, Outdoor Accents Deck Joist Ties APVDJT2R8 5 APHH46, APHH46R, APHd{610_ APHHGIOR GutdoorAccents Heavy Hanger 6 APL4, APL6, APT4, APTS, APVL4, APVLu_ APVT4. ,APVT6 Or taoorAccents L and TBeam-t r xllu s Tins 7 APLH24, APLH24R. APL1126, APLH26R, APLH210, AFi.H210R Or tdoorAccents light hangers 8 BVLZ Esc ci 'Veneer Ledger Connector 9 CBT2Z CBT4Z Concealed Beam Ties 10 CJT3Z, CJT42 CJT5Z, CJT62 Concealed Joist l in 11 OJT 14 Deck Jor t T x, 12 DS Dry Watb'top 13 FC4 FC6 FrainintiCi,ps 14 FWAHZ Fnwidatior,'Nall Angina 15 GA1, GA2 Gusset Angles 16 H2A, III H8_ H10A.2, H10S_ H14. HGA10 Hurricane, Ties 17 HCJTZ Heavy Concealed 40ist Tie 18 Fil HH6 Header Harhgem 19 K8S1Z Krae-Brace Staciiaer 20 ll L50,L10.L90 Argies 21 ll Post C'ar 22 LS30, LS50, 1.570, LS90 Skesvvilb Ang',es 23 LSC2 A sstaha Star Slringer Convector 24 LSSJ231l LSSJ26RZ. LSSJ281.Z 11.55.128R­ LSSJ210LZ. LSS12l0RZ Fsaid Adjustable JackHanaer 25 LSSR1:81, LSSR21 LSSR2 37, LSSR2 56- L SSR210-2, LSSR410 Reid Adyistadle SlorleablelSkew,rabkt Hanger 28 LTP4, LTP5 Tie plates 27 ML2'•,Z, Mill IML262, ML28Z, ML2107 Angles 26 MMH8 Root Tie Govvr 29 MMHC Hinged Roar Connector 30 MMLU26, MMLU26.2, MNILU28. MMLU28-2, PAM.LQ10, MtiLL11211, MMLUI39, MMLU1311 Face-Mcuet Hangers 31 RBC RBCP Root eovrhdary •nips 32 11 Root Tie -Dann 3.3 RTC222, RTC42. RTC.1Z, RTC44 RpgidTie Cr>nnertors 34 STC, STCT. DTC HTC4 TrussCllxs 35 TJC37TJCi7 Truss sackCLps 36 Z2, Z4 Z44 Panel Stiffener Clips FL0104474R5 See tt Product Model Num ber or Name 1 AHEP 2 DSC2R-SDS3 DSC2L-SDS3, DSC5R-SDS3, OSC5L-SASS 3 GBC 4 HCP1.81, H':.P2, HCP4 5 HHRC2-2, HHRC42. HHRC42-2. HHRC4/1.8- H4RC44. HH RC5.25,'3.25. HHRC.5.371312, HHRC86 6 11 81, HRC22 7 LRII LRU28 LRU210. LRU212 8 LSU26, LSEU28 LSSU210 9 TBE4, TBE6 10 TC24, TC26 TC28 11 THA29, THA213, THA218, THA2113.2, THA2222.2, THA413, THA418, T4AC418, THA422, THAC422 7HA426, T HA422-2. THA426-2 12 THAI1 81122, THAl2 W`-). THAl2 V22, THAI222 THAI322, THAil T'HA1422 13 THAL422,T4AR422 14 THJA26. LTHJA25, LTHMA 15 THJM2-4-SDS3, THJMt2-5-SDS3, THJU26 Tt .IJ26 W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR EEM Simpson Strong -Tie 2020 FBC Approved Products updatec For dfreCt Inks f9 all SST appf9.rA15 rAetl fklpM, 4 LI-: K kin E. E r - t� a additional iMamdttcn regardttrJ Fhnda'�S Stet@Wile FiodrCt Approval System eYid Naanw•t)ade <:aumy Notice d' ACCCptanC4' {F1CrA% 1��. .. _M.�la,� FL#104511 Sig° t Product Model. Number ar Name Product Description 1 BT, BTB. BTH Brick Iles 2 CW:;7I2 CMST14, 0101STC16 Coiled Straps 3 C514, CS16, CS18. CS20, C522 Coiled 5aaps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Cori pressiorhf-ensron Strap 6 DSP, SSP TSP Surd to Pate be 7 H1, H10A, H2.6A, H3, H6, H7Z H1t H16S, H16-2, H16-2S Hurricane Ties 8 HGT 2, FIGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie '0 HS52-SDS_ 5, HS82-2-SDS3 HSS2-3-SOS3 H3S4-SDS3 Heavy aid Shoe 11 HST2 HST3 HST5 HST8 Straight Straps 12 HTS16. Il HTS24, HTS28, HI530, HTS30C: Heavy Twist Strap 13 HTSQI WTI r-4TS:020K, Z Heavy Trost Srrap 14 LFTA Light Flow Tie Archer 16 LSTA9,L,ETA'* LSTAI6,LSTAI8,LETA21 LSTA24,LSTA30.LSfA36 Straight Straps 16 LST149, LSTUA Straight -&aps 17 LT62D.LTB4C Brdgmy 18 LTS12 LTS16, LTS18, LTS 0 Light Twist Strap 9 MGT ModiumGrderTiedcrym 27 Ni Fv1ST37 MST48, MST60, WM2 Straight Straps 21 MSTA9 MSFA12. MSTA15 MIS! Ali, NISTA21, MSTA24, MSTA30. I -AST A36 MSTA49 Straight Straps 2 MS T C28. i415TC40. M57C5::. MSTC66, N1STC78 Straight Wall 2-3 MSTC.48C13, Ili1RTC6663 Pre - Dent Straps 24 MST t28. MSTI36, MSTI48, MST18J, MIST172 Straight `;traps 25 MTS12, NITSIS. fvTTS18 MT520 W-S24C, MTS,O, MTS300 Medium"wrstStrip Z6 NCA2yt3-12, NCA2x12-1Z NUA xb 16, NCA2N10-16, NCAcX12-113 Bridging 27 RCyVB12. RC'/WS 14 Wag bra! ing 23 RP518, RPS22. RPS28 Repa«r Pate Strap 29 RSP4 Stud to Plate Connector 30 SRI SP2, SP4, SP6 SP8 Stud Pats To :31 SPH4, SPH6, SPHS Heavy Stud Plate Tie. 3:' SS1 5. SW.5 SS3, S34.5 Stud Shoe 33 ST9, S 17, ST 18 S122, ST2W2 9T2122. 5r2115 St.,215. ST6215, S15224. ST6734? Straight atraps 34 TB,,) TW7, TB30 T636,TB42,TIT48 T654, T866 TB60 Tension Budging 35 7VWB10- Ti1L512, TVv814 War Bracing 36 VGT. VGTR, VGTL Variable Pitch Girder Tiedown 37 WE108 V1F106C, VlI WBI26C W61431- Wall Bracing Fl rik Product Descriotian 1 CBH237x5 5, CBH2 37x7 63. C611237x9.75 Ad ustade H:p-Erd Connector 2 DJ DHU, CHLrrF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plata 3 HGU13 T;l-SDS: 14GU5.25-SDS, Hr U5.50-SUS, HGU5.62S0$, HvV7.00 5D$. HGIJ7.25- Heavy •tip to Ridge Connectors SDS, HGU9.04SDS 4 HGLIS aeries hangers Hip Rielp Connector Rafter Hanger 5 HHGU5 25•SDS, HHGLJ5 50-SDS HHGU5 62SOS, HHGU7 0i1SD.S, HHGU7 25-SDS, Light SlopeableYSke-Arable U Hanger HHGU9.00-aDS Truss bearing Enhancer 6 HHOS26.2 HHUS28.2, HHUS210-e, HHUS46, HHUS48: HHUS410, HHUS5.5Rf10 TrussClip I HUS7 25J' D Adjustabie f russ Hanger 7 HSUR. HSLL. HSLIRL. HSUL 1 serves hangers Adjustable Truss Hanger Sized for I -Jousts Skerved Truss Hanger Multiple I rus$ .rangers 8 HTU HTJ2d. Il.;10 14101215-2, HTU23-2. hil 2 P& tiole Truss Hangers 5 HU HI_iC series hangers Truss Spacer -Restraint Varrable Pitch Correctors Valey Truss Clip iD HUu:,l 81/9-SDS. HQC01 9kl! '-S]S. HLJCQ210-2-SDS HLJCO210-3-SDS HUC0510- SDS„ Ht =410-SDS, .IUCQ412-SDS, IA(i0 /5 2540-SDS, HticcDn 25A 1-SDS, Hl.fCi2610- SUS, HUCCO2 :sUS Product Descnotron Concealed hangars Face -mount (DU. CHI:) and top -flange (DHUTF) hangei availabie in widths ranging from ' -9116" to Mild" and f ranging from 9-V8" to 23-15118 Face -mount hangers Face -mount hangers available in wdths mnomg ,rom 1- :: Ic - WY and heights ranging from 5-5116" to 12-718 Face -mount glanders Face -mount hangers Skewed face -mount hangers available in widths ranging t',. r le'to 6IM" and heights ranging from 4-314" to 15-314' Concealed flange version (HSURC, HSULCj available t i i double 2X and 4X moduli; only acute fharhge, is concealr 1 F3ce-mpunt hangers Fare -mount, hangers avadabtie in widths ranging from 1- : w' i• 1/2 and heights ranging from 2'J8" 10 1S-1/4". Corl i :r version H UC) available for all models having width equ=. - t- , greater than 2-9/16' Faue-mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated ly-" 20 �rtx rrr^ r-<"^.^'i i; I •1-r- 11Sr slat 'o"E n„i;r, Y I ':,ri llf ,• t�'rr _Yt� Fi '1+t ;4' ,, nil, lHliE i' y.'lI . LPN: i'-£ei ,�y'. C ."',i H41 r:F(:r�.16 IF _pi^.iJ t,13:t r11 �Fdaptan�e {Nr„AI, reLI4„sir tIERt. Farr -mount hangers avaibrhla In wiliths ranging from 1-5r to 3 ' lC and heights ranging from 4.5f16" to 11". Concealed/Mnge °s an (H LISC) available for models having width equalip or 'er than 3-91.6 1 _: r •.. ea -i r -mount hangers available in voriths ranging from 1-7Z" to 3- and heights ranging from 9-114" to 16' ... 1 ,,•; .;. r :,t, i ,. ri-'-mounthanyNrs �. U i _. _c _ "_1i_ I r--e-Mount hangers r 1: r-mount hangers L ' ..• Pr F e.e mount hangers available in moths ranging from 1-WIV'to 4- 3 Lind heights ranging from 3" to' D-f5116" _L::_ f ex. -mount hangers I-are-moun!. hangers available in w+a hs ranging from 1-9f16" te 5- .8 and heights ranging from 6-15/4,(;"to 19.112". JiI;::-'• Fa^e-mount hangers ,_..--,tied face -mount hange3 availstie in widths ranging from 1- t'... - to 3-y 18 air. negtts ranging tout 3.1 t1Bird, 13314" -r.-ealed flange version SGRC. SIJLQ available for ar double >,•A 4X models; only ac.de Range is ooncealed. matrthange'savailableinw,ahsrangingfrom1.9me'to )d heights rarckng from 2.5r8" tn' 1-1J4 FI 357)4;16'-ah 5.Lig F t1oxIJ. Numt,tr . - W.,n; F'rraductDescription r •:p' tinge hanger4 avallable in widths ranging from 1-9/16" to 7- ­1end herg'tts ranging front 7-1/8" to 30", U :<ro fn:,t:' F,'ange hangers avaral in widths ranging from 35/8"to 7- '.rod heights ranging hortl9.1 J4" 1ta 24". L._ t -e i. "I -.4 _ ^p rsnge hangers avaeabio'n wrotha ranging from 1-1/2"to 3- :+nd nerrgtttB rarging frog 7-1/4" tc 24". I L,. H :: :• .,,•; ; ;F, long® hanger, available in widths ranging from 1.3/4" to 3- a .ind heights ranging from 9.114" l0 24' : p • ange hangers availialble ,n widths ranging from 5-114" to 8- -- ind he,grrts ranging from l l"to 32.1/2". hangers ova able on wild rr ranging from 3-5/8" to 7- he gints ranging fro-- h 1.1 tit' to 32" : _s it=. • .,- - +r.. . i- :i ie hangers avaUaDie in w^dths ranging from 3-114" to B-7W I eights anging from &i 1,i2" to 28" _ F'.' : it i Li~u • i cp tranpe hangers ava�ble in v4dthrs ranging from 3-1 J4" to 7- ind heights re,nging ham 11"to 321, -�p • arrge hangers available in widths ranging from 1-9/16" tp 7- ,-ind heights rar.ymg from 8' to 30' Q I .: Lt • _ u s _ le hangers avaiia.bl l it widhs ranging tram 5-IX' to S-718" Feghts angingfrom 10-1/2"to28". t C'L -e. e i :,u,•e a up large hangers available :n widths ranging from 3-114" to 8- ' _ and heights ranging from 7-1 Y"' tc 37 ,. rtl ..,. , h;::.r._ ::•. ' p `ange hangers available in widths ranging fronn 3-114" to 7- -'3 and heights ranging from 14" to IiT' ;p range hangers available in widths ranging from 2-Sltfr be 3- ",-1 e' and heights ranging from 18" to 26" ., I . , w. h:y,.4 -."., t:1, `tinge joist hangers avaiapk in widths ranging from 3118'to 3t' 6' and heights ranging from 5 3r8" to 13.118" .:p 'ange hangers available in vadths ranging from 1-9/18" to 5- ind heights ranging from 3-7tl6 be 15"- Concealed flange ,o'i;on (H OCTF) available for all rrocl" having width equal to or e eater than .-9T16". I •. .- r , ;�. �. - . F 'arge hangers ava labie cn widths ranging from 1-9/18" to 7- and heights ranging from 5.3M' to 28" .,". , •,;r .,.,.e:, Trip ,:-urge hangers available in widths ranging from 1-9/16 to 7- .ind neigtrfs ranging fron• 5 V6" tc 32" „ p : •.'°'r . T -:p lange hangers ava iahle in widths ranging from 1-9/1e" to 3- ,1F" rind heights ranging from 9-118" to 16' 5•., <', . r 7. p Iange hangers avaiabie m width of 1.9118" and freights i ^ :.rig from 5-313to 7.14' T:V `ange hangers available in width of 1-W16" and heights r:t q:rig from 9-3t16" to 13.1!&' Simpson Strong -Tie 2020 FBC Approved F Products Updated 12C.t012420 s _ C Approved Products uPdatad t r rzt° Simpson Strong -Tie 2020 FBC Approved Products up�te= - j Simpson Strong -Tie 2020 FBC Approved Products Wasted 1Vl"20 pso g� Simpson Strong Tie 2020 FB For dfroot Inks to all SOT approvals fisted boioar, _H6R„. For direct inks to all SST approvals tsted beery, :r9 j 6 �£ n : For srvrt li to oil :ST appiov'Als listed bony LLiCi.' HEn ., For lddriaal infamaonregardregarding �sStdewsde Product Approval System andMen-LMen-Dade County Nttl-ceaiAgLtante(N -regardingFor eddtiOnaP udamaaon Flarda's ttacwWcPrxfrlet Approval c� rem ariMars-Ledr�Nouce cfAcx uco rNC:Fa _ , la__ _.. ....e•x.. i.u_cr.c4. 3rce;NL�r�:OAji.F 21 LB series hangers Top flange hangers available in w 0th of 14116" and heights FLt114WRO 18 Sill M, S ILBV1,81, VLBV2.06 SJLI3VZ.37, 51LBV2.56, S&SV2,68, 51LBV3:12, Top Flange Joni Handers I esrve :Artutior to croncrete ranging from 5.3r6" to 15,118" Sill 56. S1LSV3-62 S'11­13V4-06, S1LEIV4 12. Srli-s`.4.28, S1LSV4.75 SILBV5.3-0 r. _ '" T '.r.` - •::_: ,; :;e:.:,,y-Bdh 2 Wedge Anchor for ccncreta avalr rb in carbon 22 LBAZ sexes hangers Top flange hangers available in width of 1-9/16" and heights a�� Product Model. Numbeod r or Name Pruct Description 19 51LT TZC, SlUTT2Z 51HTT14, i-i T t 4. H f5 Hpidowns e- - and 'yp o.3cn.4 and 316 staink se Mew r. ranging from 9-3r/6" in 13-IM" 1 HHU` -210 3, HHLJS210A Jowl l angc't 2!T SRA9. t0, Slivil Straps 118 mk (I() ga;. r l , i l':: - `i , 4:::,. '::,. - C• Wt; Tl l - T If Trcri HD levy C: ity Screw Anchor for concrete and masonry 23 LEG3, LE35, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRSe. HFS8, HRS12 Strap Tret- 21 SP4 5P6 Stud Pats Tres s. a0jble, 4?h hex head in carbon steel and Typos 304 and $16 718"and heights ranging ban Wt133112' 3 HUC421G2-SCS, HUCO210-3-SDS, HUCO`i10-SOS Joist Hanger 277 SBp, DSP TSP Stud Plate Ties .lair ess £tee' cir:-Ah countersunk head t1 carbon steel and 24 fill MEG7 sores hangers Top flange hangers available in widths ranging from 5-1 tit" to 6- 4 THGB2, THGB3, THG131-12, THGBH3. THGB1`4 Jcist Hanger 23 STC OTC Truss Clip 316 stainless steel 7/8" and heights ranging from 9" in 32.1/2' 5 THGQ2S:1li-HG03-SDS4 5. THGQH2S[S3. 7HGQH3-SDS4 5, THGQH4-4D5,3 Jo,sl Hanger 24 TBC22 Trusis Brace Diagonal - r, , ir:r TI 'r ^.tRr T-tr (Ir!.P'^ : Ti:ein HD Threaded Rod Coupler for r ororole 25 MIT soreshangers 7up flange hangers available in widths ranging from 1-Wl61 1po 5- 6 Tr N;W3 3, THGW3-4, THQW4-3, THGW4-4 IQ Hanger 25 TJC3 � Truss Jack Cvn^actor uteri HD T breaded Rod Harper tot concrete 118" and heights rangingfrom 9-114"to24""FtC''ci'R- 26 PF, PFB, 'FDB, PFDSB series hangers Top forge hangers available in width of 1.8116" and heights Jc L '.j. Wye -Aft Anchor for masonry ranging from 3-&8" to 7-1/8' FL#11473•R5 FL11M3904-R5 27 RR Ridge railer connector 28 INP sores hangers Top flange hangers available in widths ranging from I.9/16" to 7- Product Model. Number or Name Product Descnotion §Sgl Product Model. Number or Name Product Dowription FLtr16239-RS 116" and heights ranging 9114'ro32". 1 OE7AL20 Double; Embedded Truss Anchor i CCOW 52-SDSHOG, CCQM4,82-SDSHDG.CCOM5.50-SDSHDG, CCTQM3.&-SDSG, Masonry Prer Caps i t 2 FGTR, FGTRHL, FGTRHR Girder Roirofn Ahonor CCTOM482SDSG CCTt'2M5.50-SDS,3, CCCQfv1'i 82-SMG CCCQM462-SDSG, Scd a Fr2dur t Pociel. Nurntttc-r o:• rT,t,rtle Product Description i 3 H16, H15S. Hle-2, H18-2S Hur"cane T^e CCCC:M550.505G 1 .', t ::y- -RP High-Stril ih Acryir.Adherwe for concrete or masonry 1. t FL#1[ -RS 4 HETA12, HETA16, HETA20, HFIl HETA4 + Fmbedded 7r;sc Arichcr _ ECCLQM3.62G4(T, E CLEO" 62G.K1, EuCLUM5.50G-0, FCC:LLGIAD3 62G•KT, Masonry Pler Caps j FI -Hi F - iP Epoxy Adhesive for masonry 1 5 HETALI2, HETAll HETAL20 Embedded Truss.Ancher LCGLLQMV4.62G-KT ECCLL(�MD5 50G-KT ECCLRQMU.62G-KT, LCCLRQIii b2G F-t;- 77 .XP High -Strength Epoxy Adhesive far masonry g j Product Morel. Number or Name Product Description 6 HGAMID, HIM Masonry retrofit connecmrs KT, ECCLWJIVD5.50G-K I 1 r'r ';i -c t :' i > H.'1 ; rrr+g-Bolt 2 Wedge Anchor for masonry .-. 1 ABA44 A3A44R ABA48 ABA48RABA86 ABA68R Adjustable Post Base Y HH 7A1 HHETA20lHETA24. Fca vY Ean:eded T-'rus'y Anrhlor ry HCU"� 2SH31M550 NGU. ODHGU� 25 iCUh19 00 IeavyMaio•,r Han es i ten 2 Sc-e'wAnchor for Concrete 2 ABU44, A31JI44R: ABU46. ABU46R, ABU5.5 ABU5-6 AB1,65, A8111.166, ABIJI ABUBB. Adjustable Post Base 8 LGT2, LGT3-SCS2 5 LG74-SD53 Girder Tiedrlwn 4 LGLM26-2. L (Xrv12^(-3 LGOId26.4 LGUM2k`-Z L3UM26,3 LGUM26-4, 11-GUM210.2 Masonry Beam Hangers r_-h i F --::. f - :_� H• r1en HD Hea'vyDuty SerevAnchor forcorxxate available in 304 ABU88R,ABU1010.A8U1010R.A6U1212.ABU1212R 9 LTA2 Lateral TrussAnchcr LGUM2`rC-3.L.GUtA210-4,'_GU? iLGUM48LGUfu4414-,r3�6stanless steefwith hex head, and316stainless steel with 1st 7r.. - TA1 - . ,._ n nk 3 ABW44Z A,BW44RZ A 4 ABW46RZ ABV'W66RZ A W7-7 tie Post Base 10 META12 t4E 6 META N�TA2D MET META40 En,hsdded i hiss A Envoi 5 `s '' e + terse tread, (3W t3Z AEVW6BZ B Adjustable a MfiHA__1. 25 N BHA' 1211 ,. MPH �r I ' -" K3 -. hA6 v "„ MBHA3 ;•k19.25 MSF3H 1J �ar11.2:: Masonry T o Flan er Beam -Ian ors 1 � Y p g 9 4 AC4, A04R, ACE4, ACB, ACBR, ACEe Pasf Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Stap Tie for Mai cary M1314A3 56111 883 MBHA3 56114. Pe36H'A3 56116, M9HA i 56118 MBHA5,,%t7 25. ' t,.' r T. - ,I- -r.: rr Turbo Screw Anchor for concrete or masonry 6 BC4, BC46. BC4R, BC6, BC6R, BC$. BCS2-2J4, BCS2-3/6 Post Cap 12 MT5M1e, MTSI= HTSM16, HTSN120 Tw st Snap tot Masonry MBHA5-5£/9 25, MSHA5 50111 25, MSHA5-%11 88 MS IA5 5011 a, MB1­4A5 5Cv18. 6 0844, C646, C848. Cf368, CB68 Embedded Column Base MBHA5 SW18 7 CBSO44-SDS2 CBSQ48-SDS2. CSSG66-SOS2, CBS086-SOS2, C8SQ88-SDS2 Embedded Column Base is MBWU3-619.25. MSHU3:,611 25. MBHU"13 Ml116, ta"EHU3' 1'i6,'14, MBHJ3.6VlO, Masonry Beam Hangers L#1fi5d7 R3 8 CC. ECC. ECCU Series Bolted column caps with W1 (angng from 3.10" to 9-1/2' and FLIM 1496-RS MBHU2 56118, MBHt F7 t:,WP'25. MSHU5 £0.111 25. MEHL6.60/11 88 MBH .115 bUil4, W2 ranging from 3-518" to 7.112" MBHU5 5)116, IASHUS 50/18 Sej9 rrodu.t ItlorJel fJuttt r " f;a tie Product Description ` 9 CCQ-S0. 5, ECCC,t-SDS 5 Series Screwed column caps with Wi ranging from 3.1,W to 9.1i7' and See t Prnduet Model. Num ter or Name Product Description " 1 ^1 = 1 I t' 1 i; . F-' i•; » ".t 8 Strong -Drive X Metal Self -Drilling, Tapp rig exrevrs vvitth tKi 00 ranging from 3.518" to 7.1 /2" 1 C'TT1 Z Deck Tension Tie f art -)olnt 10 nPT44Z, CPT642. CPT882 Concealed Post Tie Base 2 P012 1­1019 Bolted Hokdcwr s FL#i3975 R6 I fi 1 1.: 4 S.mng.pnve XL La ye•Head *Aetal Self-Drillin g, Tapping f 11 EPE144A, EP1344. EPS46, EP566 Embedded Post Base 3 H038- H0,18 HD7BL 11098 Bated Hokdcwns ,f-,VS wrn ate DfA Point and Large Damerer Hex Washer Head it 1? EPS4Z Embedded Post Base 4 HTT4 HTT5 I-ITTS-3t,11 Tension -Tier t Product Model. Number ,��f 1, JDor rive XMediumn 13 LC844, LCBW Embedded Column Base LTT19, LTF2U6, LTTI31 Light TenKTies 1SD0 23Q SUb2tip4u�9, S01a458 SDW�'aO SUV<2n6rU, Su'pir-,� SongUtlEW .PLY and TRUSS-PV Screws wn, no Sere swttth h6 Drill �oimland Moldien Dorheter Hex 1 ,"I 14 LPC4Z, LPCOZ Lrgk Post Cap SDbi/22354 4 -1 _ - , -1 1 -1_ 1_ _• _ _ F '< ` 1 ✓. i' _ -3t ., _ 1 ` r 1 _ _: J _4 Strong -Diva X M vial SeIF-Cr H;ng, Tepd rig Screwa vsAth fry y . 15 MPB447, MPB862. VP9887 Moment Post Base 2 SOVX+ 15c50 810tiVC15600 Stra g-Drive SEWC TRUSS Screw Lai loin 16 1`844. P644R, PB46 P666, P806R Embedded Post Base FL#136211 3 SD1WVH19300DB SOWH19400D6 SDWHII060CUE, SUkr19801JUE, SDWHI01000L:B S'tong-Drove SGWH TIMBER-HEXSerort 16 Strong-Dr'wa XU Metal Set UfAng, Tapping Screws with 17 PBS44A, a6S48, PBS66 Erntedded Post Base 4 SOA1''274Ci G SGYJH27600i OVVW 117800G, SLYvvI t21100i0G- SDWH2712000 Strong-Ome SEWN TIMBER -HEX HOG Screw L ill do Fit 18 Peve, PLJi o Round Post Base Product Model- Number or Name Product Description 3= SDV&116 12, SOW,516300, SIAIS16312, SVWS104UU Strong -Drive SOWS FRA WNG Screw i 19 PC44-16 PCAil PC48-16 PC64-16 PC88.16 EP044.16 EPC46-18.El-iiC48.16, PoslCap 1 SB&Sx24, SB7/Bw24, S81x30 SIB Anchor holts 6 SDY::19600, SCWi/519i12 SOV,,522400,SIEWS22500 siOVWS22512 SOWS22500 Strong-DrwesvAS iiMBERScrew (Interior Grade) EPC84-le, EPC86-16 2 SST816, SST820 S_'T B24, SSTB28: SST834. SSTB36 SST816L �STB2UL, SSTB24L $STB Anchor Bohr SDWS42800, SDW1v;22900, SUilil 10fXI, vDVWS2211CC SMlS22120D, SOWS22150(} FLrt3 •J•2Or-Fi 20 PO4Z PC4RZ, pe.:t6Z, PCSRZ, PCd1Z, PC8R2 EPC4Z, EPC4RZ, EPCBZ, EPC@RZ. EFG8Z, Posl Cap SSTB28L 7 5DWVS22300GE SOWS22400DB SOWS2250(l SU ii/ySi21 GI)B, SD'JWS2280013B Strong.Drrve SOWS TIMBER Srxew (Exterio(Grade) EPC6RZ SD'JJS22'00[1D6 5aa IF F du- do item r r;>° na Product Description _ 21 PPB"-4Z PP644-6Z Post Base 8 SDWS223120188, S0`NS22517OBS Outdoor Accents Structural'.'Vood Screw _ [:"p.:ss Framing 7raft Strut Conv nie 22 RPBZ Re" Post Base FL#f 3672-R4 9 SDWS2730055, SOWS274o0.SS, SDWS2"7W0:iS SDVaS 16UUS.5. SOWS278110.SS, .Stang-Drve S",VS TIMBER S,S Screw - F • • ' - : H nit . - ^: H vl'°,ssS Framing r-ried-Clip Connector SDVVS27'000.SS, SOWS2712tfJ 5 16 and 012-14 Strong-Drrve FP14SD FramnMg-•CFSSeIf- S" # Product Model, Nutrition or Name Product Description 10 SDtAN134400 Soong -Dave SEWV SOLE -TO -RIM Screw r l -' 1- -r t l . t- i.".: I rlrig, Tapr:ngscrews FL#110966-118 1 CMST12, '1105T14, CMSTCte. Ca+14 C516, CSIB CS20, CS22 Coiled Snaps I i ST11,22 Outdoor Accents Herx•Head Washer 1 i 1 ,c: - F." )Framing Conn rector 2 HRS6 HRS8 HRS12 FHAB, FHA9 FHAl2, FHA18 FHAZ4 FHR3/7, MST126. VSTl36, Straps 97 mil (12 ga) ` ' „: P. -. .. ei Stud {:onr!e Sect �„��, Model. Numtteror Name Product Descriotlnn MSTI48, NiST188. M8`172, SlMST27 S/MST1', S/MST46 x- 1 FJA. FSA Foundation Anchor 3 HTS16, Ht520, HTS24, 1aTS28 H:T S30 HT`.TOC Heavy Twnst Siraos FLt153637R3 .. , Piz, Knee Via" C- 'nnec2nr 2 FRFP Flat Retroft Foundation Plata 4 LSFA30. LSTA38, 1­STA9, LSTI73, MSTA9, fVSTA12, MSTAl5, MSTAI8, MSTA21, 11 ;tops 43 nil (18 ga) E F .' F . -;r- ..4 1 " =. 1, F j* s Framing jrJr CIp Ccxr,nedctr 3 GH46.6, CH4", G448 6 GH48.8, GH410.6. GH/10.8. GH66-6, GH66-8, GH68-6, GH68- Girder Hauer 5 LSTA9 LSTA12. LSTA15, LSTA15, LSTA21, LSTA24, ST292, ST2122. ST2115, 5T2215 Shops 33 Hill (20 gat 500 Product Model, Number or Name Product Description r ., 1- L-piss Frarr.ngr.vnnector 8, GH6106, GHi3 0 8 6 LSLBH3. a. Sl1BH3 25, MSUBF 25 Bratgi ,g Cnnnectsr 1 AS 'ir AS 18�5, AS 18S6 15 a. Truss Plii- H - ,:-of•4Vali Slate C'tp Connector 4 GL85A, GLB59, GLB5C. GLBSD. GLB71k GLB7B. GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS ??H= 20 ga High Strength 7,uss Plata ? el Joist Conr tors 5 GLST512, GBL7612. GLBT516, GBLT616, GLBT520, GIBLT620 Glutom Bearing Pate 6 Ill LTS16, LTS18, I.TS20 Lght T•vristStraps 3 AS-20 20 go Truss Plate repass Framing Side -Clip 'Strut Conrectoir 6 HGLBA, HGIl HGLBC, HGLBC Heavy Glulam Bearing Plats 9 MSTA30, VSTA36, S16215, ST6224. ST9, 5112, ST18, ST22, MSTC28, M5'FC40. MST C52 Straps 54 mil (16 gal 4 ASHP Hinge Plate Ccrnectcv v iu 4 L_ I, , :L 4 4-tit Strong-10mve XLSH Shouldered Set-tO igrig, Tapping iit 7 HGT-2, HGT-3, HOT-4 Heavy GirderThedown 10 MSTC68, MSTC78, ST6236 'Straps 68 mil (14 gat 8 Ui•P10SDS3 Universal roundatwrPlate 11 MTS12,MfS16.MTS'8 MTS20141TS30,tv1T 24C.MTS30C N4ediumTwist Straps 1 'a 'i ttr l X id r,tl t> >: - `4 K^t8tF12-14and ir12i4Strorrg-L?rkeXMetalSat-Drilling, .) 9 URFP Universal Retrofit Foundation Pate 12 51155, 1181.81. SA32 0e, SIB2.37, S1B2.56, S182 06, S1B3.12, SIB3.56, SJB3.62, V154.00, Top Flange Joist Hangers F L#15MR4 1 1 A 1,11 1 -K X ,,St t,' ,_. , ..4 -F,. X,f,1 pT.,ng Sc:revs 5+84.12, 5W134.2% S M.76, S185.50 1 tf I F 1, -1 , x 1.2: ' n Y. I P 1',' 14-''1 13 SIBA2.126, SIBA212110. SMA2.12J12. SJBA2.12114, SIIBA4.16/8. SMA4AB/10, Top Flange Joist Hangers acr4l � Product Morsel. Number or Name Praiuct Descriction MAY SJBA418M2,S1BA4.1&14 Er -HP Adhesive.Anchorfaconcrete 2 2023 14 SfH1A Hurricane Tie 2 GAC, OUP, GOPM-50, GDPM-7$, GDPM-100, GDF �, GW-54QVV-75. (310i-100,GTH Gas -actuated fasteners and assemblies 15 5r1JO8S. S?H1D88, ShiD1OS. SRr0108, SfHiD155, S140158 Flakfowms PDPA, PDPA.K PDPA-MG, PDPAT, PDPAT K PILAW, PFJWP, P[NV P-lN PDPAWL, Powder -actuated fasteners threaded studs, and assert 16 SMDU4, S/HDL6, S1FL)Ug. S1HDU11 Holdowns PDPAWL-MG, P5VL3, PSVL 3-K PCLDPA, PECLOPA, PTRHA3, PTRHA4 17 S1JCT, SrhJCT Joist Hangers 4 SET-3G Adhesive Anchor for ccncre VR/\ ! Virtual Review Assist, in4Ed Plans Review coinfor compliance with theeled and a2020 F8C by Debra Anne Klahr PX23nf_ March I U) }. U © /Q nO (� cz (n O Q_ 0 o UL- O M O j .� Q Q CU .= VJ z z W J �a W r� v / CIO 0 0 0- O U m o �- UJ W Z Z Q J SHEET NO. PA 1.3 MIAM MLA3Z-DADECO1,-!M Zlulma PRODUCT C ONTROL SIC nON 1W I 190' , SW 16 So*K Room 20t DEPARTIJENT OF RECATLATORYAND ECONO3MC RESOURCES W") -\412= FlorA3 33175-24?4 BOARDAND C ODE ADUMISTIL4771ON DINISION NOTIC'E OF ACC'EPTANCE CNOA) PGT Indusnies. Inc, NOTICE OF ACCEPTAYCE: E VIDEN-CE SUBMIT TED 1. Eiidence submitted under prexiousNOA DRX"T'�GS A S PGTIndussrtiesluc. 011 (E 0 1 X 1. P TA.N L,� L -II)EXCE St-B]NITT-TED N OTIC E Of AC( E P TAN C E: E VIDENCE S UB-NITT TED B. TESTS (confinue& T11'Q'1,�1:,! %_,1 ;F Resotirces (R-ER) PGT Indus"ies. Inc. 10'70 Technolog Drive, 1. Nianufacturer's die draw, ings and wrions. 5. Test report on 1) Air InMtration Test. per FBC. TAS 202-94 -North Venice. FL 34275 (Subinifted undey VOA.Vo. 11-010 7. 04) 2) Uniform StalicAir- Pressure Tesi. per FBC. T-AS 202-94 t- ',,L� I Lt� I A L LR I It 1( A I 1()N SCOPE: 2. Dra wmg'No� '-\fD -5570.0. titled Sliding Glass Door NOA J_Nff, sheets 1 3) Water Resistance Test. per FBC. TA S, 202-94 V itki t�,­jn E.x-TruslonLunited for thm This NOA is being issued under the applicable rules and regulations governin the uwof construcuonm3terials. The through 21 of 2L prepared by nmufacturer. dated 10 055:15. with w-11sion A dated 4) Larat Missile Impact Test per FBC. TAS 201-94 Rigid PN Lxti-riw L -mit �iva fi:tr 6dows and Doors". dated 08.4345. documenmon. subautted has been reviewed and accepted by Miami -Dade Cc6ty RFER -F�roduct Control Section to 04, 05�, 17. signed and sealed bv A L'�,mn Miller . P. E 5) Cy�hc Wind Pressure Loadmrper FBC. TAS -103-94 b�e uwd taMmut Dade Couaty aWollwareaswhem allm-idby the Au&m= AsvwgJ=Acttm (Akg,. 6-j Forced Enw; Test - per FBC. TAS 202-94- nExtrusionLumited-ford" -E Ms. NOA shall not be valid aiter the expmon date stated bek;w. The Nham�-Dade County Product Control Secwn B. TESTS along ,x-ith marked -up draw ings aitd installation d iagrain of vmyl sliding glass door- M I o(. un-Whitt) Ripd PVC Exterior Exnvsions for -dated (In ManitDade County) andorthe AW (in areas odier than.Miamt Dade C-ounty) reserve, the right to have this 1. Test report on 1) U niforin Static Air PTessure Test per FBC. TAS 202-94 by Fenestration Testing Lab- Inc.. Test Report No. fTL 8549. 1110615. signed a mkimt ,aricl Door-7 a 12,29�21, product cw material tested for qualityawtiranceputposm. If this product ormatterial fails to pedortnin the accepted 1) Large Missile Impact Test per FBC. T-AS 201-94 v� ut, -1rusion Lunited for their s�,Ued by Idalmis Ortega. P, E. (Test reporl revised on 12,0415 and 014 116) ot1,z-t,A' A,_cep: :.m, - -�� N: L; d '\'�swa Ex '� manner- the manobcturer will nicurthe expense of such testing and the AHJ may imiziediately rev oke. Inodif'y' of I 3) Cychc Wind Pressittre Iloading per FBC- TAS 203-94 (0a (* -C Exteitior Extrusions fot, 6. Test'report on 11 Air Infiltratiou Test. per FBC . TAS 2102-94 BI �_11% a A 111.luitod ji Lainwated, Whitt� RigidPA suspend the use of such product or material widm their Jurisdiction- R.ER reserves the fight to revoke this along with marked-ur drawings and tastallation diagam of vinyl slidtng glass door. prepared 2) Undorm. Static Air Pressure Test- per FBC� TAS 202-94 \N 1111 lwc� and D oot 6--iteJ 1 1-10-30, 19- acceptance, if it is determined byNtami-Dade CountyPmduct Control Section that this product or material fails to 71-7, aated I-) �DT 1 -;� s by Fenestration Testing Lab- Inc.- Test Report No. fTL 8 - r igned and 'N L 1 - 3) Water Resistance Test. per FBC. TAS 202-94. N_-`��Gl Fenestntion Solutions USA. meet the requirentents of the applicable bruddnig code Thisproductis approvedasdescribedheiewandhasbeen designed to complywith itieFlonda BuildingCode, sealed by Idalmiss Orttga. P, E_ (Test report rev-Lsed on 02 1:5,46 and 02214-16) 4) Large Missile Impact Test per FBC. TAS 20 1-94 u TAN 3f,40 and Lighi"i Sh.i(he,:1 Rigid PIX ExteHor includin g the ffigh Velociry Hurricane Zone- 2. Test report on 1).Air Infiltra lion Test, per FBC. TAS 202-94 5) Cvchc Wind Presstire Loading per FBC. TAS 203-94 �,,16_expiringon01D4,,21. DEscRimoN.-: series _5574-1770"Ntayl Shd* GbssDoor (Reinforced) w,1wo900& 1K9*comrmL_M1. 2) Uniform Static Ak Presswe Test. per FBC. TAS 202-94 N� along -with mafked-up drawmg-s and installation diagram of vinyl sliding glass door. pfel i I Solutions USA - 'dated .A.PpRoVAL DOC'LIAENT: Drawmit No. -NM-5.970.0 Rev B. titled -V=4 Sliding Glass Door NOA (L_A­_ d*m 3) Water Resistance Test, per FB('. TAS _10-2-94 by fenestration Testing Lab. Inc.. Test Report No. fT-L 85�2. 12,04. 15- signed ai I "t"-, Bi u a itd L Q ht r i -2-h adt- of f- a 1) oated Rigid PVC Exterior 1 through 21 of 2 1. prepared by manufacturer. dated 10:05.15 and last M-ned on 010 11-2 1. signed and sealed by 4) Large Missile Impact Test per FBC. TAS -10 1-94 sealed bv I dalnus Ortega. P. E jest report revised on 0 " I _5 ,-2016) F n i: it, n� f,,; i N� iii d im� - ai i t I F.) oo i, iti- expiring on (A-.1 6 20. % - � ­�, -12,1! 'olutbons 15) Cyclic Wind Presstire Lo;idiugper FBC_ TAS 203-94 f �11_ 7- Test report on, 1) LTniform, StatitAk Pressure Test, per FBC. TAS 202-94 U. SA. A. LvituNfiller. P.E.. bearing theMianii-Dade CounryPtoduct Control Re%uion stamp with the Notv-- of 6) Forced Entry Test. peT FBC. TAS -10-1-94 l ')Large Missile Impact Test per FBC, TAS 20 1-94 %\Iiloe Ri�i:ld 1-1 L lot L%r) u %jous foi- Windows and Doors— dated _Z Acceptance number and expiration doe by thel\fiami-Dade County Product Control Section. along with nu&ed-up drawings and inst.-a-ition d lagn. in of - -mx I slid= glass. door. prepared 0irlic Wind Pressure Loading per FBC. TAS 203-94 _C� MissmE hIPAcT RAmG: Large and Small-krksiJe Impact Resistant bv Fene�stratiou Teirii-.,iz Lab. Inc, Tesi Report No. IFT-L 8546- date\l 11,66 15. siomed and t 7 75 3 -0ci per A STNEE-84. along with marked -up drawings and installat ion d lauain of vinyl s;hdmg glass door. pfq Limitations: 1. See table I (sheet.D and table 2 (sheetD forapplicablme SOD unit stzes. desiga pressum. rewforcements types. sealed by Idalmns Ortega- P E� (Test report rei-ised on 0104 16 ind 02 112016) TI-AS I .1. _t. -,' -oVi, b­Fenestrawion Testinia Lab- Inc.. Test Repm No. FTL 6638 (samples A-1 thru A-22). Xii . ion F_xtnision for cellulosic glass types.sill riset (-see tables B-1 & B-1.. sheet%7-8) and anchor layout sbeets requutments in I I thru 16- Test report on 1) Air Infiltration Tesi. per FBC. 202-1.44 11 19, 10- signed aud sealed by Jorge A- Causo. P E. ISubmilled under.YOA.Vo. H-1. 1, - - 2. R1,64'%'hite PVC. Tan tNiou-white) Riiud PVC andErown coated (Tauitedot lartinvi )white Rigid PVC to be 2) Uniform Static Air Pressure Te3t_ per FBC� TAS 201-94 1 'k. 016*7 * 04) labeled per referenced 47NOA"s requireavars. 3) Water Resistance Test, per FBC, TAS 1­02-_P4 8 Test report on 1) Aix Infiltrarion Test. per FBC. TAS -102-94 ,t,,ay Amenca.. Inc. for tj:�eir 3. Eness operable doers must complywith nun c&m width of height per FEC requirement as applicable, 4) Laigelklissile Impact Te,3t per FBC� TAS 201-94 21 Uniforni Static Air Pressure Test- per FBC. TAS 202-94 ­rlir i-Av le,ii mvd ltit,, 1 ii(�-i sh-, t. i r%pLting on C, 7 044 1 4. P;ckcetwalls, under separaTeapproval to be revievmdbyBudding offictd 5) C',,vxhc Wind Pre.sstire Loading per FBC. TAS 203-94 3) Water Resmance Test. per FBC- TAS 2102-94 ir, 111, 4-1 1 i IV Amer-Tca. Inc. for their LABE1.rqG: Each unit shall bear a pemment label with thenmnufacrurer`� naine or lova. cir y. state and series and 6) Forced Entry Test. M FBC� TAS "102-94 - 4, Large Missile Impact Test per FBC. TAS 20 1-94 Mai --md +,i P%13N i,oei layers­� expiring on 07118:19. following statenwo: "Nfiamt-Dade County Product Control Aplxoved". noted herein gong with awked-up drawings a�d insiallatiou diagram of vinyl sliding glass door. prepared 5) Cychc Wind Pressure Loading per FBC. TAS 20344 RE'NEWAL of tlus N_0A shall be considered after a renemal applicaum has been filedand there has beentio bvF�ems;tratiouTestir.,gLab,Iuc..TfttRepon-,No.]FTL854- dated 1'1�0415. s;tgued and 6) F orced Entry; Te q. per FB C_ TAS 202-94 ",-1, chanwinthe applic able building code ne pani.x-ty affecting the perfonmance of this product sealed by Idahnis OrTzga. P. E_ i t report revised on 0-1 1 _- -Tes 16- ",­, -.: *,-. - , _�! , V along with maaked -up drawings and insta Ilat ion diagram of vinyl slidmg glass door, prep b 411, E0irli--ti 0014) and FB(-6tkEdidou TEI&W�ATION- of thisNOA w-W occur afkn the ex-pitration date ot if thete has been a re-nision ot changetathe 4. Test report on 1) Air Infiltration Tev. per FBC, TAS '101-94 by Fenestration Testaw Lab. Inc- Test Report No- iTL 6337i (samples A- I thru A-5). &,3 jlltj-� - 11 i'jj, t-: J, -ealecl b-v Lvn--.i Nfiller. P1. Materials. me. audot manufactureof the product orptocess,.Nlisuse of this'N'O.A as anendorsement of anyproduct. 2) Uniform Static Air Pressure Test per FBC. TAS 102-94 - gued and sealed by Joree A. Causo. P. E, t.Snbisdaed under �VO 4 o I i:17r1r T 13711- 1-1-:06 10. sL 17. Issued bymanufacturer. siped 3) W ater 1�rsis tanc e Test � per FB (". TA S -1021 -9 4 09) r %ection of this NO.�shallbe cause for terminationandrernovaloiNOA- '01 4) Lafge'Nfissile Impact Test per FBC- TAS - -94 AMT-RTISE-NIENT: The NOAnutuberprecvdedby the words- INhami-Dade C'ouw;. Florida. and followed bythe 5) %'-'-,chc Wind Pressure Loading per FBC. TAS '103-94 -4 �,�J- 4 D ed by I shaq Clmda_ P-E CAL( ULATIONS expiratton date may be displa-�,ed in ad-airtising htmture- If any portion o f the NOA is displayed. then it shall be 6) Forced Entry Tesi. per FBC. TAS 2021-94 1. -4mchor verification calculations and snwtural analy-sis, compl-ying with FBC-2014, done in its entiretv -along with mariced-up drawings and inst allation diagram of vmyl sliding glass door. prepared - prepared by PGT. dated 120.0 � I Sand last revised on 021: 15,16- signed and sealed by K LN.sPEc-no.,v: A copy of this entire NOA shall be provided to the userby the mantifictum ot its &stribuion and by Fenesmtion Testing Lab- Inc.. Test Report No. F TL 8.948. d at ed 1"" 0415 - signed and 15 - I -'10,; J I i ��t ted "(­ T Inclusaries.. for their Series Anthativ L P1, (Subinkred iinder.V0A.L\'0. 15-121O.M. %W be available for inspection at thelob use at the request of the Building Official. sealed ky Idahuis OrTega- P. E. (Test report revised on 0 1 �'04 16 and 0-);: 11: 1 6,,j- IlIvi'slidin(F (,iais� 1)wn iReinto-j �#--di - L.M.U'. ex g on 04,14,T Glazing complies with ASTNIE- 1300-09. ptrin -21. This NOA revisti & renem'N0A 020-0429.05 and consists of thispaw I and evidence pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well asapproval docuawnt mentioned abm-e- I-ah3q 1. (hand3. PX_ kh*q 1. Chinda. -�7_ Ishaq L Chanda, P.E. The submitted doctwertatica was reviewed by Ishaq L Cis nda. P.E. Product( onrrol Unit Suporviwr Product Control'Unit Super Product Control Unit Supervisor NOA No. 21-0.10F.03 NOA -No. !1-0!014-03 NOA No. 21-01.f NOA No. 1.1-0.106.0.4 11WIM-0-049-co Expiration Date: Aprill4,!0!6 Expiration Dat*� April 14, 20!6 Expiration Date: April 14,: ExpiratioaD311V Aprfl 14,20N Approval Dat#:A1xrcb ' f , .202 .1 Appro%*a 1 Date: \farch ' .0.'l Approval Date: N13rch 2 f. ILarch 2.5.2021 Appror a I Date, Paz* I E-1 E -.1 PGT Industriti. Inc. N OTICE OF AC CEPTANk E: EVIDE�;CE SUB-NE[TTED 2. EAldence Submitted under preAlous submittal A. DRAAATI�GS 1. Drawing No. MD-5-570.0 RerB, titled "Vinyl Sliding Glass Dom N0A (LIM)". sheets 14 throuih-21 of 21. prepared Wmanufacture'r- dated 10-05.,45 and last re%ised on 04 "2 -120. signed and staked by A- Lynn Miller. P-E. B. TESTS 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS 202-94 2.) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 21021-N 4) Large Nlissile Impact Test per FBC. TAS 1-01-94 55) CYclic Wind Pressure Loadingper FBC. TAS 203-94 along with marked -up drawings and mstallation diagram of all PGT Industfies. In­- representatwe units listed below and tested to qualif� Dowsil 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory� Inc.. Test Reports No.: FTL-707, PGT PA15520 PVC Fixed Window (unk 6 in proposal). dated 09,,03.14 FTI.120-2107.1, PGT SGD780 Alunimim Sliding Glass Door (unit 7 in proposal) Fn-2o- 2107.2, PGT CA740 Ahim. Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3. PGT PNk,7620A Aluminum Fixed Window (unit 9 in proposo and IFTL-20-2107.4. PGT PW`7620A Ahnimnim Fixed Window (unit 10 in proposal) dated 0T13 20. all signed and seaked b�r Idabnis Ortega. P.E. C. CALMLATIONS I . Anchor verification calculatow and structural anahsts. conVlymg with FBC 771b Edition (2020). dated 04e'2120- prepared b� n=43mirer- signed and sealed by Antbonv Uymn'Nfiller. RE Glazing complies withASTME1300-04.49. -12 and -16. D. QU.UrrY ASSURANCE Miami -Dade Department of Regulatory and Economic Resources (RER). E . '_%L-kTERLJ%L CERTUICATIONS 1. Notice of Acceptmce No. 19-030.02 issued to Kuraray Ameiica. Inc. for their -Trosifolt Ultraclear. Clear. and Colar PVB Glass Interbyers:'. expiring on 07%214� 2. Notice of AcceptanceN.o. 17-0803.02 isstxd to Kararay America. Inc. fortheir -Senn,yGlast (( lear and Albre) Glass Interla. a on 0T,0*`1 3. Not -ice of Acceptance No. 18-1106.10 issued to Vision Extrusions, Limited for their Coated (Painted or Laminated) White Rigid PVC Exteiior Extrusions for Windows and DoorV'. expirmg on 09,,`3024 4. Notice of Acceptance No. 19-11046.11 issued to Vmon Extn"-ions Liuiited for Their series "VE 1000 Tan 202 and lighter shades (No* -White) Rigid Cellular PVC Exterior Extrusions forWindows and Dooi,;'-- expi1W on 12.420�`11, 1 11, , , Lhaq 1. Cimuda. P1. Product Control Unit SuperTi-or _X0A 'No. !1�0!0.03 Expiration Date. April l4,20.'6 Approval Date- Marth .15, :021 E -4 CGI Windows and Doors. Inc. NOTICE OF A( CEPT�kN(E: EVIDE'NCE SUB.%ffTTF_D E. '-%L-kTERL-kLCERTIFIC,kTIO-N"-�(courinue) 5. QuanexPatt$uiper'�,pacer$tandai-dlcotiipt,,iui, withASTINIC51STheraial Conducilv�tv 0181 BTU-irL- br.-ft--'F. ASTNI F 12149 Wk'TR-Pacs. ASTM D3985 Oxygen -Pass. -ASTNI F_ 2190 I.G. Dirability-No Fog -Pass. (Submined underpretionsA-0A.V0. I.;-f'469.05) 6. Quanex Pan Durawal complying with ASTM CSIS Thernial Conductivitv 2.22 3TI:-ia ASTNI F 1249 W%7M-Pass. ASTNI D 1434 Argon Pernieance-Pass. ASTNI E 2189 I.G Ditiability-No Fog- AST.NI E _546 Dew Point Developuterit -2011F in 48 hn. (Subatitwd underA-0A.Ve. 15-0409.051. 7� Vision Extrusions- _-td Puts comp�-ing with PVC -AAMA 303-13. Volumar., Specificatiork for Rigid PWImyl Clilonde (PVC) Exterior Profile-. for Vision Extnisious. Ltd. A'L%7-1 by AAMA Fenestration Extem Profile Ceitification P�rogram. (Submitted under.V0.4 _V& 15- 040. 9S) S. T 8. VisionExtrusion "td. Parts complying with PIK-AA-INIA 303-13. (Stibut hYed under.N70A.Vo. 15-0-109.05) 9. PVC-A.MvIA 303-13. Voluntary Specification for Pugld Poty-vinyl Cb1oride (PVC) Exterior Profiles for VWon Extrusions, Ltd_-VE_X-1 by AA1,1A Fenestratton F-menor Profile Certification Proomi. M Notice of Acceitan(e No. 18-121'.14 issued to Enenzi Fenestration Solution. USA. Inc-l',by their --Tan 3040 & light shade (non -white) White Rigid PVC lifertor Extrusions for Windows and Doors-. expiring on 02 0-4 2 L 1L -Notice of Acceptame No. 19-0122.02 issued to Enem Fenestration Solution. USA. Inc- for their setwis `kllite Rigid PVC 'Exteriou Extrusious for Windowsaisd Doors-. expaiw on 01 12S."11 12. Noticeof Acceptawe No- 20-0203.03 riMied to Energi. Fenestration Solution- USA. Inc for their '-Bronze & light shade cap coated White k1gid PVC E3:tetlor Exti-usions for Windows and Dow s-. expiring on 04 L 16 25 T. STATEMENTS I. Statement letteT of' conformance to FBC '�11 Edition t2020), dated 04'22'20. mued' b-v nianufacturer signed and sealed by Anthonv L-�mn NIiller� P E. Statement letter of no financial interest and of indepeudear. issited b�y manufacturer. dated OL4 M,20. signed and sealed by Anthony Lynn �Nhller� P,E� 3. Private Labeline Aareemmt docuumir between PGT. dated 0330-15 and sipied by all involved parties. AMEPTC-51viv- 1. This NOA reiises -N-O..!L# 17-0420M (PVT wCGI)and updates to FBC 2020 f7tb Edition) - expiring 04,21 �2_ I - RER Test proposals 'IQ-1155 dated 01,10,20approved by Ishaql. Chmda-Pl. expiring 04,14,21- Lha q 1, C ha u d �i. P I Prodwet Cont-t-44 Unit Supty-tisor NOA No. :I-0'.0Z.D1 EmpirationDatoz Aprill4.!0!6 Approval Da t*-Niaroh ' .6. :0' .1 E -F PGT Industries. Inc. NOTICE OF AC( EPTA_N( E: EVIDENCE A-B-N-11TTE 3� New E ildence, Submitted A. DRAAWNGS, 1. Drawirig No. _NID-5570.0 Rev B. titled -"VmV, Slidme Glass Door.N-OA (L\,Tj-_ sheet! ibroueb 'I of 'I. prepared by nramefactimer , dated 10 05 15 and last revised on 02-101, signed and sealed b,; A. Lynn.%filk-T.. P.E. Note- This revision consists replaceim-it of sanie exist= aslallation scrmv with fiat head- B. TESTS 1. Nrone CAL( ULATIGNS 1. N*one D. Q1_.ALITY ASSURA21�CE I . khanii-Dade Department of Regt�datoryand Economic Resources i.RER). F. '_NLkTERLA.L CERTIFICATIONS 1 'Notice of Acceptance No- 19-0305.02 issued to Kuravay America. Inc. for their -Trosifolf, Ultraclear. Clear, and Color PVB Glass Interlayers-. expiring on 07., I Notice of Acceptance No- 17-0:908.021 issued to Kuraray America. Inc. for their "Sentli.Glast, �Clear and X11itei Glass Interlaytts". expiring on 07�04,23 3 Notice of Acceptance No 18-1106.10 issik-d to Vision Exintuous Litnited for their ­13,­1 1 ( oated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windo, and D-oors­_ expiruig on 09 30 -24- 4 Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Lituited for their sei -N7E 1000 Tan 202 and lighter shades (Nou,-White) Rigid Cellulai, PVC Extetior Ein'tisions for Windows and Doors'-. expiring ou 1129,21 � F. S T ATE-AEE _N T S I Statement letter of conformance to FBC' -6 Edition (2020). dated 021,-,01:21. Isn'. timufacturer. sw ,ned and sea led by Amthony L y= Nliller� P. E. 2 Private Ilabeling Agreement dated 03,OS..'21 between PGT Industries. Inc. an� A*indows and Doors Inc- signed tn- Dean I�LRuarV_ P.E.. V-P. Engineering. on bel- both coWanies, G. OTHERS 1 This NOA rei1w & renews N--O.k# 20-0429.0.A (PLA w-CGI)� expiriiig 04,14!26, 2. The cttrrerit a&wciated PLA CGI file r-21-0205 5.01- expinng 04! 14.126. IM I'liac, L C-handa. P1. Product Control Unit Sup#ni-.oi NOA No. 2'1-020�.O: Eipiration Dait- April 14..*0!( APPTOV-31 Date: Nlarch _'S. 20' .1 14A Y 12 ZgZ3 Virtual Review Assist 1 for Plans Review cOmPleted a ' nc. cOmPliance nd a v >ed with the 2020 FBC 7th Edition bY Debra Anne Klahr PX2300 C_ a) > 0 C- 0 a) 0_ 0 cz U) CL) 70 Q -0 0 L�_ 0 CDL 0 UL 0 0 > -0 E 0 a) a) M CZ 0- -0 a) < Z Z W mi (n (D E a) (1) co 0 0 0 CL 0 LU n < (3) 2! _j n_ SHEET NO. PA 1.4, March 6, 2023 MiAMaCaAC3E MIAMI-DADE COUNTY • PRODUCT CONTnOL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODEADMINISTRATION DIVISION Miami, Florida 33175-2474 T (7786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (N�0�_ "-,k,.,w.miamidadS,,eov/ccoq®rn, Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This 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). This 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 right 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 AHJ 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. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 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 Lintel 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.E., dated March 24, 2003, last revision dated June 12. 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miam i- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the 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 product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charge 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall he 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 E- 1. E-2, 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. it , NOA No. 20-0630.15 MIAMN31ADE COU Expiration Date- 09/1112023 Approval Date: 08/20/2020 o to I'll 1_0 ? c 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 I. None. C. CALCULATIONS L JVone. D. QUALITY ASSURANCE 1. ByMiaini-Dade CouqyDepartment qf Regulatory' andEconomic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Compiiance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24. 2003 and Drawing No. L T4612. titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables`; sheets I through 3 of prepared by Craig Parrino, P. E. dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P_ E., on January 22, 2019. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, Ay Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1. Article qf Conversion for a name change. C,44elmy A. Makar, P.E., 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, DravvingVo, FD4612, titled "Precast and Prestressed Lintel 19elails ", sheet I (?/'I, prepared by Craig Parrino, P. E.. dated March 24, 2003 and Drawing No. LT4612. filled "Cast -Crete 4 ", (i " & 12" Lintel Safe Load Tables'; sheet,; I through 3 of 3. prepared b - i! Craig Parrino. P E., dated March 24, 2003, last revision 41 ClUied April 28. 2003 both draivings signed -and sealed by Craig Parrino, 11. E. B. TESTS 1. Test report on flexural testing on 4 ", 6 c 12 " Precast Concrele Lintels Filled and Ll"nfifledModels, total of (13) concrete lintel specimens, per ASTV E-529-94, prepared by AI)plied Research Laboralories, ReportVo. 30404A, &;Ied 04/10103, signed and sealed by Christopher ,4. Hanson, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05/29,103. 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. z Calculations for c"aivi-Crete Lintels. dated 05129/03, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino. P.E. D. MATERIAL CERTIFICATION: 1. Qualiti, Sysietrt A lanual./or Cast -Crete Machine Made Precast Lintels revised on Alf"V 1. M02. 2. Cast -Crete QuahryS,stem Manual for prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS Drawing No. FD.1612, titled "precast and Prestressed Lintel Details". she, -.,I I of 1, prepared try Craig Parrino. P.E., daled,klarch 24, 2003 and Drawing No. L74612- titled "Cast-Crete 4 ", 6 & 12" Lintel Safe Load Tables sheets / through.3 o ' f 3, prepared by Craig Parrino, P.I. , dared March 24, 2003, last revision dated,11arch 11. 2008. B. TESTS 1. None. C. CALCULATIONS L Alone. D. QUALITY ASSURANCE 1. ByAfianii-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1, None. -A Protiuct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09' '11/2023 Approval Date: 08/20/2020 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE St BMITTED A. DRAWINGS L None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. 61!4Miamj-Dade Glun4; Department of Regulmorl, andEconomic Resources (REk). E. MATERIAL CERTIFICATIONS 1, None, F. OTHER 1. Compliance Letter with the Florida Building Code, 201,"'.Edifion, issued ky C-asl- Crete USA, Inc. doted 08,'08117, signed & sealed by Craig Parrino, P. E 2. Compliance Leiter �vnh the Plorida BuilditJg Cock 2026 EJition, issiled b.), Cast - Crete LWA Inc., dated 06/11/20, signed & sealed by Craug Parrino, P.E. ,,Y Ilelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - 5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS I. DraivingAro. PD4612, titled "Precast and Prestressed Lintel Details", sheet / of 1, prepared h)� Craig Parrino, P. E.. dated March 24, 2003 and Drawing No. L 174612, titled "Cast -Crete 4 ", 6" & 12" Lintel Sqfe Load Tables ", sheets I 1hrough 3 ol'3, prepared 1)), Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11. 2008, all signed and sealed by Craig Parrino, P.E., on March /2.2, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, 4y Miami -Dade County Department oj'Permiuing. Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. LetterfrontCast-Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino. P. E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. Alone. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Count), Department qfRegulutor-ill and Economic Resources (RER,). E. MATERIAL CERTIFICATIONS 1. None. �44elrny A. Makar, P.E., M.S. Pro&uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/2012020 E - 2 TED Ili : I. SU Bmn 'i'PROVAL 4 14-0903.03 P!-, 'v !0e "r.wd Lintel Details" :sheet I of It o Casi-Crete 4 ", 6" & 12 .,Fll!" o .:)st revision dated 06/12/14, all t, !11-'[110i01,,, Pl" ot,108119/14. i 'S 1 11 WN !s ',IC "Ci iWl I Q "Zi I vages 14.201 through 14-236, Craig Parrino, P.E. , �RAN(41 - Imal onontic Resources (RE F. % I A I FIR iA 1, ("E'RTI FICA HONS 1�. 0), 11IT'"k "i". I i"'fMI C 4,'N14 "Cic Mt oal( 14 !IX, signet] and sealed by Craig 11,11 ccrtl I I (Wqlian(t, tif7 the Fr lo,)a Building Code, 2014 Edition, 6. I'A'i vEm i., st.1ti.mirrvi) vN­ DrR Pti rvt()t s APPROVAL # 17-0821.18 k,. I F ",'I S .',I_,I 1 0, S t R A N ( F onoinic iYesources (RER). 111\11 U, ("JACHFIC 1 10,)�? :1L1!ht L"CliCt 1­J.:!i.:2017Edition, issues! byCast- I?74 iir tt, Craig Parrino. P. h �JHeliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08120/2020 MAY 12 2023 V Virtual Plans Review cRoemvielw Assist, inc for compliet I ance , completed and a with the 2020 1 e Ad F 8C 7th Editi,_ by Debra Anne Klahr PX 2300 t. -1--i (D (D > o a) CU 0 0 co 0 (D =3 CU M U) (D -0 0 C:) 0 0 0- = = .0 CU 0 -+— CK3 0 CZ > .W -0 E U) (D L_ W -+--# 0�. U) C13 Cz C/) < E =:3 m > C) > o 0 =3 0 0 -0 O LM LU < n_ March 6, 2023 SHEET NO. PA 1.5 I I I __\ __ 1/=T�=_ ZJILI ECO iNic""'l",li TILLt'll'i'mrill & EuGmumuim campArilry - vl", I' 4 *ELf � �f __ _ .� . R_f��—_-­ - ------------ , 11a,L=nl O PR .... DUCTIMUATI-0-NARKPQRT REPORT NO.: 2"728.01 DATE: July 28,20.20 PRODUCT CATEGORY: Shuttem PRODUCT $US -CATEGORY, Storm Part -Is PRODUCT NAll 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER; Global P""Ion Prodmi-CPW "a, 48W SX, S' Strl Davie, Flor-da33314 l.-PUROSIE QFEVAWATION: This is a Product Evaluation Report issued by Watter A. Tillit, Jr., P.E. ( ' Systern 1D # 11906 ' 1 to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product IS bialng issued an Evaluation Report as descrit5ed herein, and has teen verified for compliance in accordance with the 2020 Seventh Edition of t" Florida Building Code, and to verify that the product Is for the purpose intended at least Equivalent to that rNuiried by the Code This Proiluci Evaluation Report, shall tie subject tic, review and revision in case I.,f a Building Code &arK go that may affect its limitations and condril 2t-EVIM-NCE 6_10hUTTED; 7,1-PRODUCT-EVALUATION DOCUMENT [R,Eil Drawing No. 20-176, tilliad "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by"Fillecol. Ino,!Idagned and sealed by Walter A. Tilsit, Jr., Pl E,; dated 07!2R/2020 This drawing is an integral part ci� 1PIS Evalual Report, Illl l I i ,el ,�`ll ,iA, rk , -1 l- , "oCCINS" �!, �, - :- ­�_ . ,C. " �? -i - - - - - - - , 1, - ,�, , Q:- 4 _' 1. s, , , 1;_, '.,I 0 T) _� . ` 1. 6155 NX 36th Stool Suite Miami, Fil 11166 - Phil (305) 871.1530 ;., tl!i ... -I loft ()DuM_EvALjTfQ,N PSLORT -Nii jg4il 2 Z.;_WT REPORTS, Large missile Impact arid fal load tests wit p--rf-FIinder Pr-tcols 'As L � _lll1l _Y; - 201. 203 at per sectior 1626 of the Florida Ekidding -D-W r ' I, ��t_ �a.S as per TkS 202 Pr--lituc-ol Test reports prepared by Hurricane Lnginell & i - Testing, In'., Revw­t, 1 ,_�,';-564, dated OB;C91 ii #943-15TO dated 091"ll - . 96, L 'Ina 3,01 dot (19"201 129 6 { all "i 'T 7 three sign, and sealed by Hector W Irlo ;_ _�_, F&,.estr�clit'ion Te,�4i% Laboraftcry, Inc. reports # 2032 dated 0411ti-199-Lil ­'� # 2126 dated ;0/05.1998 witnessed by Gilbert DIarrond. F.E. and'Rorkorr Ill 0219.01­09 dated March 4, 2009. signed and seeded by Ednii Largaospaoa, P E. and Henry Hettern, P.E. Tensile test report No. -u-'11,01=197 try QC MetWivrgical, Inc.. dated Mani 13, 2009, signed and Saialed by Frank Grate• IN E. 2.�L-STRUCT(TRAL ENGIINEERINr A-PON ,ALCVL- , S� (in 20 Gage Galvanizi Stl SLOtIrn Fni ro- rnj_j,_rliIM ,,, , partel length vs - design wind tned, as,,,l d:-, maximum arl -_­a;_­r,1-�l J- sipnillvind toad and pal - r length hosed on iatioral and rn copIll ,!--, r,jc�l � ­lr, ,r accordance with section 1616 of the Honda Buli4ng Col ,__n­�:zii pTt-lp,ilreo cy Titterz. it -ill daked lliO3,108 andl ,'13/'ZI5, -3i,grVisdends l_lai­:, I,- 1,]Valttir A. Tillit, Ji P E. 1. Mlt$-51LE-IMPAC.I.,RE.61-STA-NCE-- Large ril Impact under se o-tion 16215 of the Florida Building Code, as por TAS 20 , Proll 4, NND LOADS RFS1SjANQE,, 20 Gage Gallll Steel Ski Parial has been vortill to sustair Nvil preSSUr9SL 114a)drutlru pane' lerlinti) Sl`�Jjj Le -as fndical On sipel & ll I _,l 15 16, 19, 25 and 26 of 26off'reduct Evalcalt;"l Dc,cument (P E.D.). drawing No. 20-176. MaxImum Anchor Spacinq snail do aq indicated on sheets 8, 9, 1C., I 11 ,_ 14, 15r 1?, 18, 19, 20 2.1 arxi 20 of 26, of Product Evaluation Document (P.E.D,), drawing NO d 20-176. 5, IN-S.TAUJAMW irsialiaVon shall be performed strictly [ri ,iccr-,+rcjance with ofetails indicated on sheets :1 :hrlu 7, If) thru ?0, 23, 24 and 26 of 26. of Product Eialuation Dcx-L.wrt i,PlE,Ci, I drawing No. 20-176. Minimum ­rparolicw to glass sit _r, I � I t' a G Ind icated On sheet" - Q, 14, 16. 25 and 26 of 2(l of rllil°,,J,act Evaluation Uj- _- ilire"t - (Il drawing No. 20Y-176_ � -- ­ll 'S_6 - - - z- - ­-_ I I - l 1; � I ­­­ - t- ----- -- - _6_­_,� ,I) _ " j,­; p,, � L , .' , , _$�, � I lll�_ - 11 - - I 1_11_' , - - -, ;iQA2& NQ=-��:T -1IW Ir -Il__ - f 1-IJil X 9.6a A%iiiil sl=_��Eiit ±Al 0'4i .1, 11 � � ­ ' L - � ; ,.,, DQ�Ttftq� � �l % ll��l rVd[ � - � INHI�, .l, r ­fM I`ANrL �-_ _`44 r- T I , _ r , ,WW � - ­= biEN A-1 � . , ,,,� I ,! , I ,,,,I l 4� .­ I - 1 , ,` n­� ' - 1, , r. , r ' � , : � 1 1 - I .1 -- '0 9i l � IT- ­ , � 'I; � �l, , r, - 11 � J� Ijrj�, "l, , V�l�, :, ,� T. -A Il , - - 1, L I : , L -%L, i i -, . I I � - - L' r" NITF, rI7,x, �fl,. , ,11 _ � __ ­ ' l -, ; � - � -1 ll r , . � � ­ , ,- T - �;; _; - -� - �z - - � F I I - , F . . � �� �, � 4, �� � , -_ - - f �� - - l.i - - �� - ,,. ��_ - - �_l , �r,:,.. 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I " I ­ I I I r.:.a: .,,4, 4i, Ill ,Wrl,w) 'It l4i I A 1;I E_ � a I 'Or k�l I � , - I,,.,-,- rl�GRMA RUILDW-ZLL J`,' ll Vil 14-1,0- Z.-Ir'. ­- � -,-- __ ­ i 11 k I I , � Al. � I I I �l li� All GrA LY A Ill 7 E G 5TUl STO" PANEL l I � NO � � 1 6,7 - = --------------- _F - ` . i7 :' � S R :1 Ell ll l, I Sorel - - �� � � , ­ � I - - - � - , � I! , I : �,l,"I zi,� 11 , � = i . . . � - -- - - I ­ ", . ­ ­_ ­­­ � - I , . �c - . �- F q � Pt I j 11 - 1, �: , L I ,I,, y rpi[FIl r .1 I - - __ - - r I � � I I � I iGLOSAL PROTECTION PRODUCTS, LLC. ""�_ ­ ® ,� ­�. � 'l 'I ­� - r � ,, - �"Ikiliill*�_ r r', �7, ,,, I ' 'ol - �':�'� , SllArl i!�I '�`,, � �,E� , I I L I Z C 0 1 14 C � ' ,410 I . I S�, 1. . 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W 1: J ' ,-ri 04014AIIQN .1l � 5L.011 � ", 'l � icz� 5"D # 0 .11, I _�� I A, I ;-�tj ...... 11ti , & GOTTI)IO 1WROPIII rArt RE � ,� !�, We : I �I ol"'Itil A- ha"', I Z-005IN'ill lN ktil' WAI 'fl, 5:,,:T my ­ . . - I , , Ize ". P45IQLAIIIA -­­­ - . , ..... . /I 'III i , L , , . , im)lC ,-N ,� " Il � 3 I z .. - ., z FLORIDA PQI�LDM CODE (11ill Vol-Ity H.,,1,.o,t Fz- � � I . ..... Ill __ ® - .�­. W-W.1) 1. , � 1I.I, - - l -1, I WKIT.-IT. * l, .; 77 � r . - M. L, RW lWl . Call .1C.As F . 20 GAQ[ GALVANIZED STEEL STIORM PXNEI : . liv,' I � T,YE -- - - : G_­,.� - , - I � Z' LLC.: --' e �lll . % -�, PROTECTION PRODUCTS, I CE111 G & I", -, .�! " - 1 I I _L FET-6-7 l � 11 �,l "IT'llIT � _____ . i . ­� 11 � ��_ _ Iit I , `­,"l" -�,, ;� � - - _y , " - 1,11 IT �I VlltiZ_� I -�il �r I 6 l 6 biwrx; I ,." .J�MQU"Jll ,-,! ­�- - � 11�lI I . I 1-1- I-- I ­q - '- , - I , -1- ­1 20 i ,,,,,,,- � -t ", ­ . ,,, '. , L ,,. 'Nil - �/Ili_ , 'A �, ', 4�= I., Il,ll er,�)Iiii - ,_,_ - , I I, r1r, l �l � " 1. I.,,- I 11" l I W, � ....... 7 -- - - --- - --- � ll �:�l 19 irwr --t0! ,Z��_:��7�w .; _� - " _--, ,- " 1 ,­ ;:� ", - __ r. I- -1 ' 1 IWI .11, '' I - l ,�l ,ate..� _� - __ 1,l- ,� I - t_�__ _.!�� - 114", -1 _1L=_=.2j EfW1lUC1.E1Aj_tLA7Lj&_&E1P yonL_a 2UA all I C.- MATERIAL.C."ARACTERISTICS AND SPIE-C-IF&ATIONS, Shalt be strictly In accordaril vil General Notes and Components indicated on q1_K],L-t 1, 2 and 22 of 26, of Product Evaluation Document (P.E,D ), drawing Nol20-176. Anchor Specifications shall he lei, Indicated No st'leets 1, 7 and 21 of 26. (AProduct Evaluaiii Document IlRELD.), draming No. 20-176, 7. LIMJT_ATIIQtN$_AND WNPITiONS OF-LISE: 71. Shall he strictly in compliance with General hulas Nc> 1, 8 thru 14_ inal7l on shl I of 26, is vil as Geirwiral No!ss # I thii 4 an,'� 1 1 nl-ir,A 16, incli;aterl ciln street 21 cif 116 of Product Evaluation Docurnent tP'E D-i. drawing No. 20-176 prepared by T-11ti Ill and sionM and seal ad by Walter A Tillit, Jr, P.E. A 7 2 ? . Product may Ole inslailad vl HIGH v'ELCCIT)l'HURRIl ZONES as 0,111ned fin serAon 1620.2 of the Flooda Building unil 7 1 Pit ict' ,00 only be insiallil irAl- IIC Ufsd cone: ril I:,orir.rele block, and Yount frame structures. Product Evaluation Reed prepared Ill Walter A I ildil Jr., F E. (Florida License No. 44167), President of I hii Inc. (Florida CA-0010)6719). ...... "ith"N", , 1, A N nkt,n, '. I I " �0�1 .e- l. - ',,l I- .__ i'_ . ­ . � 4,1167 , T "' . = � .A r r 11 r* : z :t - , ';� ,� 6 rqf C.: -,�- It - - 11 I - _­" IS Il o-, -I �1 � � - , , $ , . �. 1:�' e _l , ­.., ,,, � . ,� � s ,,,`61ot�Ai.,l ill N'T"'I'10IIII100 1­_, " 3 -, Tli'rFC0AcV0,4RF(7Ncif tP_E RrP'iRT2IC,LI:IAAZPRI,l'-,-'TtOr,,PRCLIL:C-.'; ILLC, 2IDGACjE G,,.tV1AN,ZEU5--_ELS ',!R,IPANEV.D;zt-,4rC),"5RCE°4>r'iT02D-ri720."'I ', ll g' Vj 11 A IT, A L__ I 'CO .u F_ �l. '-- TILII �2 , b8l W�Nu- Ill P.A4004EERING COMPANY - - - - --- -1 - � . __ - __ . - "li'A 7-t '. _f IL I j , F.R_ P-L. IT ;�, C', �,7 f, 0 I , h tR_QW40_'EV,kLV.AT10XUP0 I Il _ 11 -1- REPORT NO,! 2"T27.02 DATE: duty 27> 202D PRODUCT CATEGORY- strutters PRODUCT SUB -CATEGORY: Storm Flail PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL VIANUFACTUREW G)"'Prottotli ProoLl LI.0 ­4800 S'Viii 51 Street Davie, Florida 33314 1. PURP -F-VALVATION: Thi- $ a Product Evaluation Repnrl issued by Walter A. Tillit, Jr., P.E. ISystern 10 is 191 6) lei the Global Protection Products, Ill Rule Chapter No. 61G20-31, Method ID of the Florida Department of Business and Professional Regulation. This product is hil issued an Evaluation Report as dew;nbed hertill and has been verlfied for Compliance in accordance witn. the 2020 Seventh Edition of the. Florida Building Code, and I& wrillly that the product, is for the purpose intended at least equivalent to that required by the Col. This Product Evaluation Report shall be subject to review and revision in cxase of a Building 10'ode change that may affect its limitations and conditions Z-EYMENUE $U"OTEV� 2j, PRODUCT ELV JI[ON L ALUA _ P.E.D.?- DOCUME_NT j_ Drawing No, 20-175, tined *24 GAGE GALVANIZED STEEL STORM PANEL", snil 1 tl 18 of 18 prepar(-,KJ Lly Tudecin, Inc.; signed and seall by Wetter A Tillit, Jr., P.E,; dated 0712712020. This drawing is an integko il Evaluation Report. .11 �. 11 � �, , \, V� 1, , 1, ,- _.� . ..... :.1 ,/,;,, "', ,­i�"� ,­ .., V ,4 -' ,\r.Elilill !� - l . � 1­�--'+1t.­-i,116 - , ------- Jr____t,lrI______ Z - I,'.. S AIE OF ,"a- z .� -� , _ Nz . ' I i "� 44W `- ',­'�- , 0 R I D �', - - -, 1�1 "1z �, - . . -ell ' ' C , , 05i N�W 36th StTii Suite 305, Miami, Florida 33160 - Pbone. (2,05) S71 -T,O?k �,14�Wbtl&in-lc,l F­'__­, ­­ " - __ - ____ - - --- ___ - ­ --- - __ - - - - __ __ - - - � INSTALL0kTi_QrS( DETAILS FiCR REGULAR S 1. & 1 'r - - , --- ­­­­ i - _1 M CLIC654LK'S PETA&S F7 A D\Q.Q ! _ - � _ �VA4 _ lPW_1Nt_P%0kQ____ __ ! Q BETE F � I C) J. Ill T� � IX T! .,_RQURE:_Q 17,0iNCRr _ __fAll ­ -T,- I- CON-CRl, �. - SLO�K STINCTURES Wotl� RWV_QQR,_�� 9 i I _E � _$ LN. � _� - LL, ­ -,� . - I - . 1, . � . ­T - 1. __ - - I __ , -.1 � W _E7Z.� � � I _OX, $TjQ � R ,"41 l� 111 - - V : . I - 11 I 1 I � I ; f, , � 4 44 11 1 - 11 I I I I : I ­ I I­,-;�q i 4 1 ii i - ­`-4i � � , , - , , � 1 1-lT. 1, i . . , ,� I I ­­ L I I I 1 I �_­, I I I I 1��Z4 . � i - 4 I __l11-I 11 1 � �i J� � I - � i - �:M_� � - * I 11 - l I I A# l�� - I Ili,, ' � I ml I I � ­?­�­­­ ,I � . , I I 1 1 I L - 4)-(Si t _ — 1 - F � I I - ­­! - � i � � It . ,C,_,� �­ ; - I � _- � I z' � � _f ��_­I, . I I I l . - ­ � � � - , _�� 1-,�­ I � � - _j - I I � - L ; � � r I r - CA5L_A_(&AW li 7X7' �1_ �-� . . N, - . - - - I _� - 111FIAW) I I,,� .11"" �, i : - ,�" 11 Il tr � - ___ _7 - a ­ L � - , � . I �� - - I . - ­1 ll- as 10 I 11 �� - . =N .IV1 - 111. � I I t, 1, I 3 wl,l � , lo ._1 4 I I I I � I I I 11 L I I � � _. I j: ,� 11-1 -1 - _­ _* I -, I - . I 't, ,­y5l I i ­.­� 0 ') i T�j i � It . a I I I � - -- - -- 2 S i L.- , = ­,,­ 5 ­� I I I � All - j" � � Lp � iq� . L­� 6;� 3 92�5i__C, LFLl - - , ,, 'll D� : ­­ll I c F� I i �C_a_A __ _ F . - )l � T­ ­ ­� � - L - �pf­ � !�P I. _IA�I) SCI, l I . i 1 , d I � I ,� , -� I - F,l , t � Itir l T � , I -1 ,� F � - I I - � � 1. � � , ==Ill l - - - - 'l I _ -,L,-l� I Ill 1:1!11� 1�1_7� 1, `� ' L - - 'Ill'" � I 11� "'Ill".l, i - I - I I � 4, .! _-' . ". ll, � ,I, , I I - 1, I , I ; l %Aj,$ m A J VW91 _kM.1 IN,"&� - - Ifi-­ , ­­­..,_ ­ i -Z i rlNNW, ' ii%E,, IlolNl I 4D -!I 1� 61 --. � II 4Z Q- . I ixv�cjsTl, X1 ILr.1 I I I- � %Tlfe ON 1 " �l ------ ­ - ----I _j ,I�:: -1 - - 5�, 77, I : I F, TT, , � - � I \,---.l \ . _" � - P ; it 11,.,z rPlclr I 1 F I I I � I . ,l � ; ,:V; t, n l,, . , , I I , � I X191- .�M. --.I . , . FINN L; , I - ,,,, ,....1PLAN) ! �,��­ "I ­ I J I I - - ___f - __ ___ ­f`.� . -.111) 1�, 9, 1 - _- f , 1 I I j - I � �,, , - , '1-- 7j I ; L_ ­­­ I "I - I I'll 'I ­­ � , 1 - � �11WF`F� ­11- - _-�Ilj: ­ - I _�- Z,.,� " l,,,1rl-Dil 4 , ;�� - �� - F 4� 1� - � � I � __ - 4w _1__1_______________-____ BUILOINIG, CODE ( - Z'-'n.1 WiIi, -vii Hurl I i ilw - - % t_ , , - z I . � V 0 , - 7-V - i i r , I - I STOU " 20 GACE Gliu-VAN10 STEEL r 4 PAN � V, i I x al, � , r. � UC1QA_X__A . , 'r I r I ___ --- __ - - __ _�- _____ - _ - � __ � _ . . - . 1- - � � _L­ � I - L � pI , I . I � "­ - ____ - - - , - [1 = I 1 I, ' iGLOBAL PROTECTION PRODUCTS, LC., ' � � � � 11 DIT.61L..F�l-R...-:�-,,".'AL.LLR�-.-U"�ffif�L)-�j =TQP�= OF � I - � - __ �� - LTee 1 9 C --rQyl � ll`l�! 5. - l''i ___ ,�� !WTTOIO--TRAI-C!i�i.-!�-�-',,�AC-ENLT-TQ--iiju.r..M--,Y-/Q(",%��-�A.r�,�_v- " � �L � f � I, �T ,-1 l I � -,��Ir­kiVl� . OrM.-i 41,--o , , - - ­_ _­ -., r, _­, __­­ �� i � I , n ", - - _ .1l­ I-, '114­ ­ ,NN , ­ i � l"", 1.1l ir , - lw � - - ­ - - __ � ;;i, � T.- , -1 i z:;; __ - - ­­ - - . - -, I I l,""" - V � %x , .": 0 1, I V 4' 1 1 ------- I - - - "Ar, --------- - ­_ _;-Jlj,, ii,f, I .qL,.I � ZZ_TF_W REPI " Large missile ini , I I . � I I . : l �, I '' - - par setl 1 "C.;, - ­ - . ion1Se709.8-3. , .. Lab of South Flon, I I I ,] I I . ""I I I ,� I . .1 Il!41, R Mahner, P.E , : . : I I � I I . I . I � Ir ,. 0219 01-09, dal I I , Largoespall P.E - I I ! I : F loadings per Pratt,I , � I - � I ,- Building Code. Til l.. I , - I.r � , I I I .. I Report No. 11210 I •, I - � j Il - Gonzalez P.E. JBIW&Lt 1N'util-4l-LO.N-Pj:t�t.YYL,�i�)� 244127.tql 3 5. I �� 04*1, ( ill� _ � - I -AT 10 N � � lctiyinac�,c­larl- mth,':ietat sindicateidon - - , 1 - of Produc- � . Evaluation Document (PD .E..), �iu 'I 7',� !�­ll III', ,eparatjon in- gill 0al: be as indicated on t°.,d 8 of 18, nfProduy( EvatUatiOn Document U. fl CHAIRAC i-F,i3TI.C$.AW-SPECIFCAnom$; ,1l Snail h6siltl I­w� General Notes ai Comps nenls indicatec on $11CO I 30r.1 .` r ,aluation Document (P P.E.D. drawing No, 20-175. -,jll;t'jrj( ,.,,.,, _ , , ­ I I P I 1, l IS lrlditCa"lild On sheet I cat 18, of Product E-i-_flv;dIjl [ 6I,?wIng No. 20-175. 7, L,IMJTA f 1C)INS AND GI-)NIA11ONS CF U39; -I' 1 5 tj a l w,i- iZTr 1-1 y I:', !. I I ­1 with Gerd l Note.s No- 1 8 thru 14, indicated o-, sheel ^I -:4 1 P ,� : r` - 1 - i. 4,,iiion Dr�nuirir-.,rrt (P E.D.), drawing No. 20-175 p0l';Illf.f`4 o l " - ;IT �- i 1' :,I-i and sealt-J by Walter A, TOR, X, P F. 7.2, F- ; rial! f­:: r - i''r, 1 within HIGH VELOCITY HURRICANE ZONES 3sco"Ill I I I,- , , ,7:. FlorldaBudding Co,je -1 Eh at _,I � 1. � 1: � i into; pouted concrete, i,oricrete block, and - - - P.,:,, .-rll: , �. I ;,[i �­­,,� li�- l-lbvWalter-A T'lit. Jr.,P,E.(Florida LicensF, ,I .! !11 I . : , �,r , , ­ (Flo-ii CA-OW(5719). iiii ; N T1q 1"%I , .�� - 1 .-'----N-% 111�7 ". _ z = � '!� I . ­ I , I * .1 i.2Q,c­?E1_ ­ � - S, L 4 � � o-ki IPN E�Rg 9 I � I ! 6 I REK-lif!" , .�-5727A, � <,'­ 'l - ' , rS��L -- *l � 'l, \ " . V - T., - - Q5 iz `,;,�',3,-'0'TIAlL'iit,0 '01illi0i I----- --------,------ il I D ,- _ i ( � I - � � I - I - � � I I , 11 L I 11 11 , '. , , - iiaE � ,I I � I - - x I - I . I 71 I I - I ��- , L I , � - � l 6dill-DiML COM ill vlTel Rolm # Z-911 2"--. 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M"t CAP SECTION A —A _ F�OPEIA 801-DING CODE (Hari ji y' Z.­;! 24 :A--[ GALVAi STEEL eA LIE C 0 GLOBAL PROTECTION PRODUCTS, LL 1 7 1, -xi', 7, -__: Nf�— IN EiNiGINEcRilifli EXPRESS"' PRODUCT EVALUATION REPORT pt 2020 Appilcallon Nurnber I ZMY I - i EX Project NUMW 20-31543 Product Marluradwer Ail Arneacan Shutters aret Glass ManUlaclunri Achi 154D Donna Road litil Part" Beach i N3409 PrrAL*,,t Name & Din icirption 249a Galvanized Steel Stion, Pon" L.,qq k1i ImpaC! Resistant Scope of Evaluation: This Prcitirict Eia;uaocn Report is heing msciea in accofdarwe lit,011 the reituirernerifis for the Fkajrla Dep r1n,iii of B'N.ess and Pfolessilonal Roguiation, (FkNidla Building Ca-unts!�,on) RuW Crilaptat, ISIG2 3 01 F A 0 to, sti"Iscul, -rr,cfacii pier FIlethold Incli The product noted it-. nos blriiari lesled ardor evaluated 35 Surninanzecl hereto show connieli with the Floncia Building Code Seventh Edition (2020) ari for ilia purpose intlencleol al least equivalent to Mat ral1wed by the Colte Ra"Invahia"n of ink% pradtkCl shall be FIBIlitrol flukamiq Pertinent Flevida Eivioding col noloclifinallons or II evisicifil, Substantiating Data: . PRODUCT EVALUATION DOCUMENTS FA J,a.­4 420, 11547 Li 24g. G.1--rati St"i Stiorn, Panels (H'VHZ A, Non,ii sheets 1 5 pi L•pare,l tV Encil—r[is; Express sign" & seafau " Frank Bernardo P E is an integral part or (his Evaluani Reli . TEST REPORT Uniform stahE Stir i perhirrhanCe has been tested in accordance with TAS 20-11" standards pat test tt-potl(s) 0EIT-ASG 17-001 by Brackviaki,( Testing inc Large rin"a" Impact resistance and cr cyclic loacAng perlosarwe Fire; bal een tested in irmwdrice with TAS 2101 and TAS 203 test standards i test lepowlisf Alli ASG 17-IDOI by Black -water Testing Inc . STRUCTURAL ENGINEERING CALCULATIONS Slir"i errigineeraq cawulal,om have been furapai ed vi-i evaluate the, viaduct based On anijo,'x fationAranaiiiism tolutilIfy the Inkiwinp design Criteria t Maximirwo AWYI&Oe Sports 2 MInirmn, Airo,,,able Spam 3 Minimum class sepalihon 4 Anchor Spacing 160 SW 12 A,F 4vu Sof TE 106, li LD 13FAC IF, FLORIDA 33442 (9541 354.0660 J (866) 396-151999 TEA.0ENGtli RING E APRIIS S-CO. cum M �3 I ni Alil� Ji 94 "�;l I - 11:11i -W I � IQ I r-k� Liz! I M N G I N E I-- F1, I N Q1117- VaLte 2 All American Shutter, and GINS., — 24ya Galanized Steel Shurrin Panels No 33% increase in allowable stress has i used in the design of this product Separation from glazing is not FeWred for instairlarrons outside of wand zone 4 and essinilial ta<rWH,,,F Impact Resistance: Large Impact Resistance flat, been demonstrated as —deerced in poevioustil filled test reporl(s)° and is accounted for In the engineering design or this TirriI Wind Load Resistance Ttv, poyi haii, till designed In iestst snird toads as,nd,cirtii in the i s,;lredrifi on Int, r-pertive Product Evaluation DwonNAN (I " fingmtHinfing drawing) Installation This product shall he installed in sli C�olcphurh_-e With as f"poclare Product Evaluation Dociffrienrl (I a tangint-pring drawing) along with at; conife-orents noted therain Product cornfounerils shall De 0 the Material SjX4Ifie4 initial Product s respecifere Product Evaluation Doctiereirl I, e eng,nirwrgarawni Limitations & Conditions of Use: Use of this wouticl snail be in sliticl accordance wrio nia, respective Produi Eyawalon DocLurnern it A, Tioigwsrhos4hieurern.ee Ail suppodring host sirociii.u.s, nifivil he designert to msist all supelrtrnposed Ifrets and shall be of a Toildwral lintled in flirsproduci s ie%pacove anchor chedAe in this product % respective an,hof schedure "it I* atragiriftJ far on a srwspeafic basis by .1 rilignsterecl proeswrial engineer All cerriponent. .1i aFtPQ.INa.Qni wsNW shah be peolected Against carros4on. Contamination and other such damage at all nines This product has been designed for use within and outside the 1-41gh Velocity Hiinicania Zone IHVHZ) Re'rectli Fraink Bennardo, K ENGINEER11i E)EPREssA ­J`IFIW4t,`;4I) 1 Cvri Aulli 1)885 16D SW 12 ' A,thiol SotTf 106, DEfr`ii BEACH, FLORIDA 31442 (9541 135-1-0660 �866) 396 9999 IF T A N elFMC—ir- 71 1 Ut :c1, LN H.-T I I 1 4 .,Kwv vmY X­ -Till'15, -1I. rr I.—J A 6 ®r ILI- Rilli cvt-v^ IF 1, Tf oiiIV, T, P 17 N a T A L -4 A Ll 9 X:.DETAILS _FQF2 SERIES_2Q.00 - I = Z FANG 5 � T Q R h I -A- K_ L WTQ _.Yx Z-Zfet fil-0- -E% -iM lr- eFoviwrl Y--" ar A- rqOw, 19 aiX 0 5 Y., QG 4 k4i t!, Be PAAKIII) I, Sri 'l sl r �,34 4 L, z", irt + 0 w. E 1 t RNto To GLkslil 11 J SEFARAI ON .0 CLASS C;,L.- VeSC F rw r J- t o 6 Zr Z 7 12' 7 I WI ILk A111,1111P e DC Ali At, .CNCRM A:"puIqlln 51010. LZI ALU.RHATLU__LZ1 W SCALE 3.1e­ Wit, VANE ll t DESIGN S-A:, BE 2'-6- I r VAX ENrSfct or 0 55 UR I ALL AMERICAN SHUTTERS AND GLASS 12 49a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZj11, Ice W,'W ,,c olir� _Nfrfr" 4­,+a ,TIJCH Eli vrlir4 svAJ1lERZV TS W-TTi 4 MI E?yJAx L i SPAN rfii 5i Y "A", %`FiEvl > r7� 1001 TYPICAL 'Ll E R, I Iii-AL MOUN' ELEVATION CLli rJP h 7141t U14, A: IQ, t-P.1 Abri,f its Pit- , D, Pit t�,ATI`tlr MAY VAity. _T_ M io;m TlPF AS pli - � of llri � CAKTF,117IONI I,INE- MA, ar�Tnlo AS RaquIpro � 11TIONA1 IF -2D "TTTCH tcxli ItiLTH ilik$tlli wINGNUIS, F4.-TzNJBD ' Pt5.T9­ 1ION CFY ElDi 0 KI FSMN 005' 51544r� A FIrli Q 0w(CIMP IATE SPAN 14BLE VERTICAL MOUNT ELEVATION f 2 (NOTCHED PANELS) ELEVATIM ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE' yFAN 15CHtL)ULt Ni I tb: Al <,eM­­­ Ii PANELL FA", LANE, N, I)( PANEL ll� ALL Ail 'r C"iftc, ;'NEAP I I" GLASS SEPAPATION NOTES: ;X -1T11 '14 9L RI D -ILD.MG CODt- ',Non High VriI H,111,tiv * 2-,f 24 UGE 4ALVAN120 STE[, STORM FAJiE-_ CRAL PROTECTION PRODUCTS. LLC. yFAN 15CHtL)ULt Ni I tb: Al <,eM­­­ Ii PANELL FA", LANE, N, I)( PANEL ll� ALL Ail 'r C"iftc, ;'NEAP I I" GLASS SEPAPATION NOTES: ;X -1T11 '14 9L RI D -ILD.MG CODt- ',Non High VriI H,111,tiv * 2-,f 24 UGE 4ALVAN120 STE[, STORM FAJiE-_ CRAL PROTECTION PRODUCTS. LLC. MAXIMUM ALLOWABLE DESIGN PRESSURES: DESIGN NOTES' IIQ- li AND IfGAT Plkiz%Lrl rALLULAItl) TfrVi DE5JeFiN i i %I tf � 1"lli Is j EM Si eE DET ERMINED PER R Q ^IEPAFATEANC,iNEFRIW, IN ACCORDAWEAlTili r. fil� c4hi fif All � _kp % OMMIN111,11i I jut ,&)MEMEINTS IN `.0 AG% iii"I) UlAr Be L5N iX r"it FL04pi"'DA BVIJAW, (*rCx 5HALL BE lE-­r,114.AN tie Va-1,11i LISVIED Hi F7A AN, > «t,flPE ASSEMi As SKII!Ift 'a GENERAL NOTES: I TK6, %AE( IFKATION lill, BEEN DESICNEDLAKID SHALF� Ii FAWCATED IN ACCORDAIN-9 III "HE �Invlrumfli;liil✓ or Tkli FiLoftDA Rvi6o,*G i sfi�SATN EDITIC41 Z(A, � use li,610E A14D OVISIDE 0" T`4E 4sli IV- DNs 201, 202 AND 2r,0 i lIkv`R;<OL:,. CORTRACTOIR $Hka;NVEVIGATI� AND CONFoirif TO ArL , A L BUILDIII CODE AMENOVEN7 WHICH "A' AF`I.Y .FACED -1 IN ALI E _Ti HAS INFIRN 110uIN I-E I TFlE 1A F" P C-L ", ,!-, --.f7 it-L V ;eWtSill k1i, THE Ili 'J, � , 1� L � - -- -Ir �iv �IGN r ICH "All FIE , 11TIAL., I i It I l, 4 ""A 1 1- GP Ott 70 DedA711 ' "I "C", !C711,1,S, -,1-' 71 �'Irrae(M, HEI,aitt. C Jlilk:T Til 1': 1 l, .OJF� 1 F. . T- Fl KA f Re a Lukli THE niti IkLtD 11111S� ­0 1RJ1il!C or IM131 LS 5 XlL 1101 III12IRMATTON FOR Arl-IFIZ 5FIT. to Yt 1ILKINc,"ON virr" This, (I'lCiIIIEN, I- ON Prlfil�'Vrkli Nili`Ui 11471 AR�,NAaLl ON HAIMi TfalTil "'ISUTR21, DIVtl!Oi 1,1.5 Al-i FArTiCk 7 , rli�'r n� srlorrDto o I It M , R, INK �,`IENJ " L E��_Aom LA 0CAt OTHERW5 AS B [L' IBE �$PE CORR,x TON R� if�Tf[ Aloll� , QOMPi A11W a) 4CnA1Ok,, ON ';1L FEUCWAt, &TATE, A%C�� WCALCODES a A ­A­DK3WIT11ALrA1MVMi`yI4aJi UJ 10 Z_ 4NLE55 ALF1150 Olrrlr✓ 11- ]I iGs wnoll CIE, 11u - ,.IN -1 - "Ohl--lii AS Inell" 'ND'riON9 DICTATE, PAUFLiil MAY bil MQhTFD WERFIVALIN OR FlOWGINITAUY AS AFPLICAlll"_ I Z Co"Ai ANCHORS NIC"lli HERvoll al-L - �VKIi 10 NOWCPACKIE 0 <04CRETIF OXI INSI Adi • 11R17 F All-11" Is, PER it Afit'li. WoNtIMENICATic"i'l 13. THE CONTIPACTOK 0 RIEZKAI-�IDLE 'Rtw7gCT ALL 04ENRE RS FROM DISSIMILAR MATUIAL, i-i ENCIVIII! SEAL AFFIXED HERE -r WAONLY 1JsEoVT)fIs5PK119C41i)% 6 CV4114fritS 5 SAY hARMILMS Inil !11 1 ! II r.'LUDINe LECA.-fli 4 APPELLAL71L I (E­ L LTI.Z `4 -TERIAL FiIEFFICATION, 1-TE" 1RU.T!0N, P -1 Am ­L�L -7�11l, RE'll0liff THAT ­Kli I� C­�E, `��R 01 LOCAL. Si s 't IRCA .rEV Mrs .1 "1, PLAN k0C,1_MFIA1_ 1`1 , cl�T'Alriii Q1 IlFfArnEAT`1ON* ARE iNTUAVE11 lir� AOL.."OrIS AIL DITIVIS OR OTMIP MAKKMC.' r tEIS CHOCI)MIFI1 4rit ME P III L� Al�[� iNFIALMATE ritl- I� r PANEVU,1911ALLBE PEHMANENTLY tA5F1aei`r:T4 A N7hIJMV OF ILI, LAUL DER Vai g 1 rr"7 CONTAINTFir THE t; AJU Aliufuc�k GtJe;, w ff, PA BEACH,FIL i41,L1T1il5 , A!, 202 I, 1A5 211 IL0110. PRODUCT APPKINL., 20-31543 VISIT ELICALFC.10i8i543 MINIMUM ALLOWABLE SPAN SCHEDULE L TOP NICUNT ?H kx x L, W, 2 xlni firiiii, �16_L�nL, _ Il" "V 3 1­ _2 "000 '00 COPTIONAL INTERIOR F _,-'TENING DETAIL L 11 N T 5 lLatia M Pilau. LIJ < 4 1/ :L z rr 20-3154- IV OPTIONAL EGRESS PANEL DETAIL fliTillit0li PASTENTNG -I T _ -_ . __ i 4gLJ 7:11 'A 4 Z A 1, U.) sill AP; I .C.., YK L'Ir , , EtiAt CWMY R I Al It 325-Ar I' 60" ,j�g8S1�rV9 art 0. _ia O L' '00 a in 4 12 4 CIS tin it J. 110 LU 023 A41D Cril-li wl .?L I F I ."iy VIp_, Ely 11FAL bE L al j I ISLE "Irxl 7Y I.IC I I I IEWALX 3 ' w U_ I Review0-31543 raW III Assist P ins '""L 'I for Cd ,!Tje# co a completeda 1i nce with the 2020 FIC by IA Debra Anne �015_n Klahr PA Q00it/t (D (D C_ U) —M (D > c— (D O CDL = _0 0 0_ 0 CIO U) C-) 0 2 = = 0— U_ Co 0 > E 2 CD_ c- CU 1*02 Co _11i F— -0 . = C/) Z Z W J C/) (D c- C/) =3 CT3 0 L_ CL L) CIO 0 L_ U) LU tl SHEET NO. SH 1.5 FOLD UP WEATHER RESISTIVE BARRIER & oVEA T HER RE5iS T I VE Q3 { .,. " R TEMPORARILY SECURE aAr�RIEI v WINDOW UNIT EQUIREMEk 1TS DOOR ROUGH OPENING WEATHER r SLOPE - RESISITIVE = _' , Q Co .._,-. In 1 In --z! °',,.:� >, ils •fla.. tf'v e t.' ? ,iYl.!fa I4�. 'e,dw° iP" :� ,,,,.. , ..�,:x r",:°,c;.c.,. , f e sC ,.va 'ti '„ e P 0 3 2 0 R703.1 Gene t.. r ici _ t . d , BARRIER ". , a , s. -tl,.r I , .:I �t:l�. xt£r tr.. ,..,II errplc,�.... The exterior wall envelope shall -� U Wuic3e= FRAME cvrv�T#�. 0-� cm 3�1.5 cm) ,.:.. , ,. - CU Q TAPE • ✓'� EXTERIORX_- _ include flashi r.E;; a 'C.t=+,x9ait t�,- v+. ^+--' rtaI LF-.`ADHERE 3 EI Atli Ifa y'� BEAD C)FC?tISTF, L. ,� SHEATHING BY ,APPING DOWN ADHESIVE TO BE APPLIED UNDER _ I � • SELF -ADHERED FLASHING cv � Q Cll � CJ i T O r Z7VirR tIM JOIST AIrI�J LIP ,, � .#��,cS irr�r� _�� D�)C7RANti a C r f a r WAIL,tY6IN- �,. ,r i�FTt�kNItI�.#Ar�ir�6.L-,sL LI(JUiLa - R703.1.1 Wa. �- sty, or w`wall �,rlv,.lcal;c ,, i,lrl b£ c.le.�lwlr�erl ,�nc. ,.t�r�l�tluc.ted lie a n�i�rin�.r that prevents the accumulation of water � Cu 0- r ..,..,. NAIL I L, r�;� }r� r_.r-�r�At. vwt AI LIE s EXTERIOR ._ NAIL<.=r ANUL HiNG within the wa , .... i ,,rate, resi. -taIit [)art rr,i t ehl;;d tt k", exterior c.l�rl: dific as r� uired b Section R703.2 and a means of -_ CFMT. FIN Y F - drainingto th ..ell_: r £I e.;t ,c.;ietr tes tt�e t-"°x,tel or c1��d1- inq WEATHER_ I, I I II �- �Irr-ArariLRErT i I..Ar��#,INr:3 � r-�--•- F5IJILDtNt.� PAPER.. Re s TIVE ; t - CU U I - BARRIER _ E m . f SEAL TOPS OF JOISTS-_.-..,, - -..`7 -- T : • , �: _ ,_', free F, s i � a � �L DECKING -. , __ I WIRE LATH R703.Z Wate. , :,� , <.: r e}.,I t-�r7c, <.awr.,I c�af (Jr.) l,�p ,t�(.afl,,alt f£.±t, fr£.r� from ,lta1£. _, s.�rlci tar�.�rk,,, corTtp{ylnc� ti`4lth ASTM D226 for Type 1 felt or other Q UNDER DECKINr� � � � �-- y ,_.. ,,, , -m, r Q �C S1E3rLr1rR w . 4,r Q s � ,y, - ....:_, ��- a roved Wa�.- t. ���,f , t;;jrr:�l ...7<�I ti��; � �,.�a;£�c, r�v�l �,t1.�5,t: �zr slre�tl°IIr� rat ��[ terl��r ;��alrs Nc `1 r�s halt felt shall be a lied hOriZ n al SEE - P pp o f ly, C Q U_ _ SELF -ADHERED FLASHING r t � C .�.. s' � .- T with the uppt .r .l1e, lower Ia ye: not less than 2 inches ' � feel e aoints Occur. felt shall be lapped not less than S inches. Other � .� �, • � approvedE�A ma' -_Jr -; sl .: ' tbrv, #nstaiied Ira accordance with the water -resistive barrier manufacturer's Installation instructions. The No.15 asphalt � O � Q %�" HEAD FLASHING TIE-IN INSTRUXTIONS: l - i RIM JOIST i felt or other <. ,a a[er-resistly: barrIer material small be Continuous to the top of v^calls and terminated at penetrations and building '"" � � Q Q t. Cut, fold up & temporarily secure weather tD �.. �' appendages :� I 7 £:<rr€ . r ;ci riteet the r�: quirements of tl-r e�.terior walk enve* ope a described in Section R703.1. .� � ,'"' 1�1 THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for .� CU flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under ` '` 1 / i R703.7.3 Wat ,- r,, ,;;_. , k barrier 'e tc r r e isti rc k+arr,i�, .- I, AND WATERPROOFING METHODS TO weather resistive barrier i x s s "all be installed as required in Section R703 2 and, where applied over wood -based 3. Fold weather resistive barrier back over head ` ,.�-. sheathing, sh, 1� •�.i_r, :_. �.�"�::fter-re?E,I�ti>a,ri 'v�l{3rar-l_>err�lc?��I�ie barrier a^��Itff a f)£ar�forr�rance at ieast equivalent to two layers of Grade D paper. The BE USED. , Z yl (2 individual lay -Ts .:�� installed inde enctentl r such that each layer provides a separate continuous plane and any flashing (installed in flashing and seal with tape ® accordance v: % + , r., :;: -703,4 it -tended to draits to t"ie � valler-resistive -, arrier is, directed between the layers. scale: rvTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING I ... ..._.R .. .,.�`... �'i'e 4-:1 dry. •-, -..,., - 8.: , .�.... � wood -based _ - : . -. i,X f' y. '. °,,. FLANGED WINDOWwpol Exce ors °'r .,Ai(: re-3j *,iv;. _ 2irner ,hilt is applied over wood based sheathino has water reslsta ce IN T IVBARRIER EXTERIOR DOOR WITH DECK _ SECTION A Y if tJ CEMT. FINISH SILL/ F'CTSHELFI CHIMNEY SHOULDER �Pa� P l l� n FLASHING INSTALLATION AFTER RESISTIVE equal '() o - i t r t 3._ f 0-minote r�: de l_) paper and rS separated fiord the >tt.acco by an intervening, substar,' .r 7', ?; _ orl;rrt°,ru; 1 k ` or d �', � ie'� drainage SpaC£: L'(TEP OPSHE,ATHTN<. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT - ? 4" l" BEAD OF CONSTIT � NFFDED iN CORNERS { _ ADHESIVE rx# rrri;-HATr�rN - INSTALL .rtr -AL rr { ASPHALT ADHESIVE 1 E H- - -,,.. ,,. c . _ _. ,. _._.. -, ._ r '� " ~ , ---- - THROUGH SELF -ADHERED { c_ . r, ADHESIVE ` 0BEA�-PL IL,D UNDER - ,•, FLASH-IJAMIR& H�Au � R703.4 flash I rile t<,I fl<r�r�I' � , �tr, l ..-_t,iIIC. �t. , ,.��ilir red mL l..la, a �I- acid Iris c%ai�icall. attached flexible flashin shall be applied +It"°ctEMENT -. _-., . �_ DOOR - � ., - .�°��- ,- .,�- rlrAsl-#Ir�G _��, � J w 9 pP ,. . ? c FLASNfhC,. ,, -t R --- .- shall ... TiRESIIs�r..,�i_I=i�C_iAr![�RLTUI�r� : r ,,r { `�'Ei_F�1DHE..EDFI.a4SH€NC - � ,. i .�., w, _, £ a[,. c ,..t ,f ,� • 5 ., ,. .,,.« r., . ` . 1 shin le fashic., Ir _w_-. �;tl the ill ruf #z_t._r. , _ ir, Jrtkctic.,�s. Metal fl sl-Inc sa rill tac c.r rrd� lr..,l I resistant, Fluid -applied membranes PLASTER f 9 ,� pp � y i FLANGED b4i t_ L�r JAMI<i �"°. t.B`S- LIC,#L)Ir) NAlL BRAtv,.: -` °,/'," ,, � EL' -� � { s . . , .. S 1 I # used as flash .,. y ;.. ,__.,. „r ..� rolc-.4,,1...,_.. rl:.�,lc,..v.tur� rs rrr,tr��..,i�rl�5- A.l tla,,±ltrc .,li":II tic a lied in a ITlannerto revent 12 MIL. DRYIwDK GNIL�i - MASONRY BLOCK .. �,. ., a � f, rt i.t1rJAL 1o'VFFr,THI. Fi PROOF L.Ar�LTiIP1� .,.- ,.. .� pp p the REFER TO TECHNICAL ` rxtRE�nI SCORED _ _ _.__. _ «..° .:, entry of water .. , , (.::Iaetr4ltic.# ,.r_ , :.� E: t£_ buil ling st Ir tL.rai fr ami ig components LETTER ON C,HEMIC.Ai. ,. \ � �'• .- - ;'. RELEASE PAPER • . WINDOW _ ... `� elf -ad erect , _1 ,t flashing ill .,,£r:.,:£, ,.±tl, s AMA 711. �Ii e.•., rlcir fenestration Cos ha e � � � S h g , ..w � _ algid at the juncture with FASTENER , v� .,,. ,. ,;.,�::.::: .-F - _ _, . ., _. , . ,, � � ,' _- , � , . � _ . SELF -ADHERED FLASHING-_.t....kE,.F�..LLr±PYl.a.al.Jb:E. f. -:- ,. ,-�£., i .. l� ,. #. � , - ..,4. .. .�. t ... � _ � • � - r =,. --$ file building v :_ .�,:�-.. - ..°.-�I"r7 l�Iii, ,vt.°lr r�r,(1.�/�r t~i�Ci r✓t {,.m,T!�� �i� t�l..";� �,,� ,�.�_.. 1`�l,-,:, of i€...�.�r for proper Qlrit expansion and .:.:°. rf?SEALANT AT nF•r�F$TOr:xPa;asF` � t- _ � ° [� p i p �^ ^'""'^ ° SELF AriHFREC3 r-LA_,t-i!I"t:. I `;.,. �Es.�iE&sE F ,. r d SEALANT ,IC)#M1Ir ., .., ,. ,, A�k-1�„PrL �� Lrv,.w£,a, i WINDOW E - contraction h.> :- .; 1, i.. car Other a rciV£ c, St sl ..rd t a rt��rl�t: for tti+r type of sealant Fluid -applied membranes taUT4#DL EDGE of .. ;-. ., . �� . v RTICAt.LY r ,: 1 pp l p I [ Pp used as - MASONRY , _. . \% `��. I�"��ru�i,+� I flashing In ex :,� � _L.rtar�i .yLtll A.wl'ti;1� r : f (h�. �,_l;Lnc _hall extend to the ..��Irfac,e of the exterior wall finish, Approved flashm s WINDOW BLiCK-- ; ,-° . _ �\ pp ` .. 2) SEALANT JOINT rtL�r Lsri�.arrr sLALANT FROM shall be instai`r_„ .. ; ., s ;rss.aticrls . k .,. ..[ £ INSIDE EDGE �, z .:-� .. � � I , WINrK)W FRAME x WINDOWBUCK - ACROSS WINDOW Brlt�'K v _ � SEt..TIGrI A,SEE DETAILAfPF,1i�_ - 1 . I .EXs :' ; J>. t. a _,,.> r rk:r £irT� `a. l lashing E..t rlOr 411riCC�w:,' Brl,ttilfi i )�. tllrl S Str311 £'SCtn f AND EXTEND TO WINDOW FRAME.. .� `�., :,. ;; =� -� _ � �` ..� ._ � l" � t g d to the surface a the exterior wall MASONRY .,.-,., - / ,r , 1 e r-± r s� ri ill .l int v. t tL r 7(, «_r ATTACHED � n a sEL.F.ADI-ADHERED FLASHING - � �- -� .. ,_, � finis) � � ,�t � �. bar e c ra I. Y � r li �. ct, o l �,..- subsequent r,`lraiila�e Mechanically attached flexible flashmgs PER CODE T ' { A shall ;:. , .tr .[: ,., r I`' FlashirlC7 t �atr rior , ric e^ and do,, open s �1+ �f[ be Installed' Ire accordance with one or more of the EI TCaC?i Fr3.�aFAi-.ANT � �-c'." REr,�uiRErr�ErvS ,.. ' BEAD BRIDGING � ` � � �� y W. r � � � l ) r , r 1 ,» r folio �,l ,, f I '/ o. CLADDING AND wINDrJW � . `" cJ 1. 1, r_ € .j i rI xrluEzic:turc,r „�stIl.a, r..,rr and flashing IrfstrLictatari. r.ar for �;ir.at,r�nS not addressed FRAME._.:. _.._._._,����� � . sr-LF-ani,rr�I~oI=LASH,r ., g p€ sect n the fenestration 3) SEALANT vvINL7G:w FRAME T a E .=F e i I _ .. , NA L#NCd F}vAtdE :. - �, I.. w r' .Intl c.a tit.i-4 In accordance °.',altla the flashing manufacturer's instructions :"'*'here flashing instructions or details are WINDOW BUCK ALL THE WAY j =-_ � '�.- . � � -,, � �` ,t� � g AROUND. INCLUDING SILL. / = -E� .. -,an ik.i. i :r: --,h ill be, vi�stali ca at file sill of exterior �tililcir:��v £�rlc9 clr�ar o F rurir s. Pan flashing shall be sealed or - / p `.i SEAL TOPS OF JOIST,, _ ITT NET FLASH C)VErf ``�""�. .+ �.�� ria.irli :: r as to e`,ec-t %Pater to the surface, of the £„xte�lor avva±l finish or to {tie water resistive barrier for subsequent BOTTOM NAILiNiG UNDER iTAIL INS RANGE � tsFF DETAiLww3o>1 $ 2. "�..�'" �., �''�,, �-] i �"SI1 LF=t>� ?per`ir':gs Llsirg pars fasrhrratt aria l 3ricr(3£?ratr: flasr�l=ng or protection at the head and Sides- _u 1.2 1.2. Int_h the flashing design of rl'iethod cat a registered desigr professional SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In st.:, v I~iri" k ° ' i �p .."' .cis. I,l L� he r ao rovtaw., mt tP"Irk SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND /� / [ WP06 1.4 In a .~~��-3. � Ari,' e ,, r-1 r 'I' r�:��. A 100' Ffi+l ££+' AAfv1A 00, FMA,''AiDrJA 250, FIVIA,''AAMA/ WDi1141A 300 or FMAIAAMAiWDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK Y V [ 0' INSIDE CORNER Z, 2.At Try,,: itt;;l:,c,,,,t �,� ,t .t.I-:ira'ir;e� or r)tli£�r iT�aso�ll°y ct�.allstruction �vittl frame of stucco ��ra[Is: voitfl projecting lips on Both sides under Stucco C;c::l it'ig s ---� Ground - 3.3 Un r', ± ,d % the: encs c ,a-zkotly'° wood ter` (L-etal �:upirir�s and .sills 4, 4.Cc. itinc ,_,:=! ; above all � � �i�,..tin� wood trin°i. SF:EATIIIidC� > porchesce ks Or tabs attach to a'w` all or floor za sernbly of :'�`ood-frame constructionAo.. �'G.fi.At i;lf;! u' i tEltCr ctiiln- V: 7, 7,At Water RSLStBnI Barret, , ., , JAMB, SILL AND HEAD DETAJL / ✓ _ tl' -.� .__ Sheath!ng I THc � ETAI S ARE GENERICAN i'� EANT TO HOW GENERAL. APPROVED SHEATHING % �f [ I `zi=LF-ADHEFtrwril=L.ASHINL� -�" APPRCTVEDH©EiSEWRAP ___J� / I 1 .-' i a r y WATERPROOFING TRUCTAL_ATHTWINTRACK2.5 t PATCH Stucco r FL_.t IIIC A1J:METHODS Q BE USED. 314" CEMENT PLASTER I 1 • 1 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING~ TAPE (1 ®J ayy ry .• P ## S DCXJBLIE, 3 2 L -0 "� 4 JOIST i `V` SEALANT ROVED WITir l i r WOOD BEAM Tr3pLEr� APPROVED SEALANT _ F�Turiti�rr WWI L - rti_ y� SINGLE fir' I � rrw£rtt, �-.-,-.._..-___....... 7i8"" Cement Piaster JOIST BELOW �SEL- ADHERED i A I in accordance with y 1 I J SELF-ADHEi3Et7 FLASHING °*T ° " �, ,- �' ASTMCO26 Wiz, � `1 � • , , R,,c �,. �� mr}tijl £ . 1 Trdiinc �, �.._ Felt backed metal / ,yr €o ::; r £._ 1t:i6 lathe in accordance 'F: r� SELF -ADHERED SELF -ADHERED � [� `�� FLASHING FLASHING f `• LFI,r; : Ile r f f with ASTMC1063 1•, ,I _.._ -_(51 BuildingPaper • , a F , 7116" �.! S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/� j} F' sheathing �■ EXTRUDED SHOULDER DECK JOIST Y Y P07 OUTSIDECORNF Y Y PO FOUNDATION'1/11EE SCREED Y V PO Cd R s SELF -ADHERED FLASHING 2x FRAMEWALL --_ - { _ , STRIP OF SAF LEGEND N D �- -. - w � � � °�- -Stampede or similar PRODUCTSDETAILS y. - _ '� cook bottom TILE FINISH j lei AIhJAGE r'I.ANE_ `WR P T RESISTANT Vr") tr I l �� � SELF AUI-LE�'Rr_Li r�L�sHINc_t isArr Li DRAINAGE PLANE tD ) WEATHERJr t'r r1 ` '° joint only Llr I w 1 BARRIER PWRB QI , ..-m BOND BREAK Wr3B WEATHER RESISTANT ftARRIEr3---�-» ._�-..- r" I `""-X- �'` � �, N E soNL� BREAK WE _Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1I2"DUROCK > / T _ - SELF FURRING (SF) LATH �C��. �� Above Roo F-� Y �v (f� PER THE FBC RESIDENTIAL 7TH EDITION (2020) -��~�" _ °< - PLAsrER Ar rr�SSORY _ - t r,a'talr# t ( installed As Per __ S HEATHY". G, OSB', PLYWOOD, DEFJ.SC.L S � � . ,.F L.Arr# _- MarlufaGt. Sperm.cu 1 "-4" PER PLAN _ �` `' `� �. Of Detail Instructions , ", WRAP DP WRB ONTO 1-0 PER PLAN, _ THE VERTICAL , 11Z'" Cementitous Q Refer to the number maned as In each detail that corresponds to the -- - - Cement �y" L.iRFAr;E rr� TCar'c�F ��"�� ^"� , i Decorative Finish numbered items in the list of instructions below: { F FL ANG As AN AIR in 8ccor{i Irr¢'.F: �• j r BARRIER with ASl " SLOPE CL i 2- INCH FLANGE over wot _;��'' All inside and I outside corner will 8" CMU - - - ___ 4 ° _ floor 1, Install self adhered flashing in order as shown by numbers I 2. Install flashingand weather resistive harrier to form water shedding `4 "�c." ./ need to be miter 4"' OR 8" CM -- _ <<¢ - - � C) laps - -�- �� J � �'"�4 r.rvl cut and caulked all (PER SEAT DEPTH) -- butt f. _._ -�,. �-.- , -� � �, � � .-,_ ,r ,,, butt Dints need to 3. Self -adhered flashing can be substituted for building paper z I -- ti n, _ ...ev: i�STRUCTURAL FRAMING �. I _ t.�v••Q•« 1 a .. _- _...... - i . �- r .. ., becaulked using 0 4. Split the release paper using the ripcord (Split release on demand, ®®mm : �, II FILL WiTH GROUT a r.ti a _ , I <, - STRUCTURAL SHEA rrarrl'ir = Stampede or Sim. s� embedded In the adhesive layer) for ease of installation and to , Cr '. - - THIS GAP IS A RESULT OF 1 - E - caulk for all minimize scoring cuts _'- w PLAs,rRsEo� r '"' NA1 UFAL SHRINKAGE "STrIIP C3F St�F P DO NOT SEAL_ CL 5. Remove all release paper r standard installation instructions and _ ' "...... m, - -DRAINAGE PLANE Viff�rt r Q- P p per ._ _... . � � c:C�iTINUC?i,1S BACKER .___..,._ adhere to substrate usinga square piece of flashing material 6 x 6 R,r, SEALANT _ ( --- _ ' ACCESSORY 9 Minimum} q p , (", � SLOPED Id1UD BED -`" � � DRIP PL�asTic� ', .. -BOND BREAK wRs ;• M �2Ch 6. Fold as shown by arrows >• 1 d I `" SF I.,Tr� I .�`` Z423 CU _- t w # .. 7. Angle of comer may vary, adjust folding of the flashing accordingly to -�- V) VINYL SHOWEme R PAN O fit tight to corner -- t g - �� 8. Mechanical) fasten as necessary y .M ,�� f lie bulldii ig paper ai icl metal lath must e SLOPE _ - zLU , 1 rtF;talled over the tap at file weep scree < ` BLASTER � TC7P Virtual evi ` r_rsNrltrrlr�r_IBAGi.EII;� L ° Mans Re a Assist l view w t: a % 4 & SEALANT 1 _ .__°.. _ for rom li omPleted and nC z " _ CEMENTI fIMiis FINISH i b h the 2020 aPproved <t y Debra Anne Ktahr X2300h Edition JI ........... -_ SHEET No. SHOWER SEAT i P10 1f EEP REED DETAIL W. P SOFFIT{CANTILEVER ,WP1 S_,t .At1-. NO I 1 () `'GALE s TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED----- WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT — SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL dilffel TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP' WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--� WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT-- CONT SELF ADHERED FLASHING TURN 3" UP WALL-- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN ---- 3"=1'-0" =v E z bo HEAD WALL 3��08w STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS----- ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"------ y' I ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL 6'1ii v TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING-- STARTER STRIP-----. 00 CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS - ROOF UNDERLAYMENT TO z TURN UP WALL MIN 8" co ROOF SHEATHING PER PLAN RAKE WALL OO WP12 R_ , F, 'TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 00 STARTER STRIP HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL-- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS co 'Z' CLOSURE STANDING SEAM METAL II ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN RAKE WALL WP14 - ROOF_,, 3 —1 -0 =v 6 z 0o HEAD WALL _ 6 E97 HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS --- WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING------, TAPE EDGE OF COUNTER FLASHING STARTER STRIP--------- COUNTER FLASHING----_ CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT--------- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARrZIER OVER FLASHING MIN STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2"---- CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS -� ROOF UNDERLAYMENT TO TURN UP WALL MIN ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS j R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A CD WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE cn SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. cu > t V O R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER pa. O OL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C cu -p EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO '� C ,� co (D THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. c O O ch R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C L— O -� HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C O ?� WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C O LL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE cu O ♦cu ' 4—cu UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE M cu O O °p JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED N O L- +O+ Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE _C cu Jo- Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F- -0 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN °0 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE v BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL ; FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 0o 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A Co REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1 A IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMAIWDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL 7.7 AT BUILT-IN GUTTERS. LS ARE C AND MEANT TO SHOW GENERAL WP 15 THESE HFLASHINGI AND WATERPROOFING IMETHODS TO E USED. cn 0 a� to > � o � a 0 L o MAY 1 210Z3 � V' L co cu Virtual Review Assist, Inc, Plans Review cu completed and a r for compliance with the 2020 F8C pp ove by Debra Anne Klahr w PX230© z z J d SHEET NO. WP 210 ---� I III I I - — i - -- --- - — i I i _ -1 1 1 -- -- - m ---- n 11 - - ' - -- - — STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED------.. WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN If= 1 ,_n„ WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING co PAN FLASHING 6" MIN ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ALE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO ALE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD iEALANT CO 'J' MOULDING OFF BRAKE METAL IN CO ON FRAME - 7/8" �T SAND FINISH STUCCO :LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN FLASHING REQUIREMENTS j FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A O PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > S U WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN ( 3 R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O OL FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C Ca -0 BARRIER OVER FLASHING PER ELEVATIONS — ++ EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO p� U N STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 (Cf Co .N SHINGLE WATER RESISTIVE N -0 U -0 BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM t: O O 'i HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O FLASHING EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O HOLD 1/4" AIR GAP O COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .D O FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E c cu Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT 1-- _0 U) Q FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE w PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE f TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK I ! THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO I BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING M DESIGNED DRAINAGE SPACE, PER PLAN IR703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE - ROOF TO WALL - BARREL TILE TO SIDING W P 17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 16 BUILDING STRUCTURAL FRAMING COMPONENTS. 3I� 1 1_O19 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. k t 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. ESE ARE AND MEANT TO SHOW LS WP 18 THFLASHINGI AND WATER RIOOFING METHODS TO BEUSED. GENERAL Cn CIO a) 0 c- v) � o 0 Q U 0 MA r 2 ?4?3 L o cn m Virtual Review Assist, CIO Flans Review com Inc. w for compliance with Pleted and approve the 2020 FBC 7th Edition ¢ 5y Oehra Anne Klahr PX2300 z z a SHEET NO. WP 2,1 0