The URL can be used to link to this page

Home My WebLink About36552 Smithfield LnABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD - HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT AO = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL Oq = OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW *::::::SHEET ELEV NUMBER NUMBER EXTERIOR ELEVATION MARKER 1 <--ELEV NUMBER 4 <Al5 2 SHEET NUMBER �--ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13<--SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, 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. E P4 r4ARom LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET Al FOUNDATION PLANA2 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 1 ST AND 2ND FLOOR PLAN 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN A3 STAIR DETAILS 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS OCT 2 8 2022 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 F8C 7th Edition by Debra Anne Klahr PX2300 RECEiVEt NOV 212022 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N 0 ,.�+k. W co 00 •' Q RGr 35 z 0 w j o z L = -0 o O ' _W M C N CY) Cq � M N � 60o u a W E L 2 o 5 O o F S 0< �^N` V w QN c OO W L Em � 0 �aa� W s 0 LLI , W O ~ W~ Q � W_� Y z w Z W( Q Q W U W02_'<O��L�UO0,-,O �OxJzaLLOz2O�HQ~ °0�OZOWOOmZz j F-(�00 c� _jOa>zyozzLL0LU a �Q L Z <0W 22 _F- �Wa22 o 0Qezg ow 0 �QLL O O Z CN 01- U) J ti M O cM Q LO w LL r- W F- W 11 M W CL -- Z U W W �Q m CO N N O N r_ N 0 C) 00 Cfl r of r- O N O N O N r N r N O C)C14 N CD N O N CD N C) N C)N N CM N CL C: L6 r ob O A r r N O M C) C C) t C` O C)r O O r r 0 CO 0 1 O CA N ; C:) 0 0 0 -i C) C) 0 r N M u7 CO r 1 07 (n Z Z O O}' W0�>- Wwin 4_j 0:D ~xw 0 ,0 � zWFQ IX ~ �� Q =m0Z � z N V Z 5 wM >-MZW M IZZZLL w N O�2z �c) U ZU) z T Q O Z C-) U J 00 co < Q zC S z J N " LIJ O LAST PLOT DATE Aug. 8, 22 z _J COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. O PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. OE MONO FTG 16" x 20" DP (2) #5s CONT. O PAD 24" x 330"" x 16" #5s 6" O.C. EA. WAY DP OCT 2 8 2022 V3 1 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN- ELEVATION A 1 /41' = 1'-011 N N O ;e' N �.., fT. 00 00 Oo {O CD Do" i 41 co l0 Q �. Z W W o: 0 z Q ^N O W L C 0 C14 U cy) m V1 M 7 N 0U U -070` A' CO E 'L = 0 , 2 Opp 2 6 �Q U-O Q U0- -_ U W Q� L C) 7W V a °a a W W LLI vi W 0 F- W Q Q U WOM_j<03x.'000�0_ 3 :D XJZ�yIi0Z200~¢~ CY U (� 00 O Z U)WW9OWa5ZOR00mZZ JOa8ZYW_ZZLLQWOWd Q 0 W O M H� M W p 2 a. V Q O2 5 —pQz tLQ O FQ� O CN Z O� U) ti z � M O Q(/�Mr_ J LL qq < W < lq z F- W m M W 2 V_ 00 Z U F- W W JC:) O N N O N ti N O O 00 (0 00 O N Or- N N N N O O N O N CD N N CD N O (V O N 0) N 00 O u7 O 00 O A r- " N O p O p � o o p o N� ? o 0 N 0 cM 0 V 0 LO 0 CO 0 ti L I CO Z Z —ZO O WUF_ w�� F-°WW2 LO� V J Z W H Q Cc !F'nmo- V Z ? J 00 �2ZW 0 M O W N 0J U�ZU, Z Z �Qp U � Z OU o � z Q W W N N O LAST PLOT DATE Aug. 8, 22 Z FOUNDATION J PLAN A B S6 Q 0 60 A S3 8'-9 3/4" SH25 HD AT T-4" EGRESS OWNER'S SUITE 13'-0" X 16-11" 8'-8" CLG GG 30'-0" 13'-3 1 /4" D S3 - 00 1/2" 'n 5068 SGD co C0 0 BRG ;' WALL T-11 " LIVING ROOM BRG 15'-2" X 16'-3" WALL 8'-8" CLG 0 N ►, , ,`. , INOTE- PROVIDE fr1 DRAFT STOP PLYWOOD FLOOR X TRUSS SYSTEM FOR A CID MAX. AREA OF 1000 S.F. ►� • .�� : ►�� 1 �� i CAFE & VALVE • •. , 1169) PLUMB ,I,WALL- IN on ismDRYER 00 ., ►�� \VENT-- C14 PAN RYHANSEN \ ►� BOX --I , /m6" WALL a.r.s.asaos❖.•es❖.s.•,•oaa.❖.vrr..rrsss❖,artiS�ssss.•.as❖z�•,.•r.•r.,•rr,•r..•.r.1 1 �•� s�: rrr••c.❖.•r.❖,r.�.•�.•.r.❖r..•asr.❖r.�rrro,, _ � : �� LINE • 2) 2X4 ABV 1 • ►• i �� ►1 - •HTT4 AT ►�� I ♦' TWO CAR GARAGE 19'-3" X 20'-0" LINE OF GARAGE IN _ _ _ _ _ -UPEN PO—STI0N 16070 4" INSULATED BRG. WALL — S3 D S3 If TIE BM I AT 10'-0, I \ �b 00 c W �Q I I AT TOP �m I SLOPED • WALL INi FOYER UP i HD AT 7 I' I I / ' i - i ►�-� 2'-3" 16-0" 2'_3" 8'-6" 1'-0" 20'-E" 9'-6" 30'-0" FIRST FLOOR PLAN- ELEVATION A 1 /411 = 1'-0" HB M 7 5/8" I' in N 0 7 5/8" 60 IT iD N 3 A3 v o Z NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS m� W H Q TIE BM AT 10'-0" m60 W P: 0 ao OQ B S6 OTE: ROVIDE R-11 F.G. NSULATION IN ALLS ADJACENT O ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY "'W'. u TOP AT 18'-0" NOTE: 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 20'-6 1 /4" 30'-0" SH25 HD AT 7'-3" v EGRESS 9'-5 3/4" x 2668 I I� o I °� I Cl) 60 BEDROOM 3 R & S BEDROOM 2 sou) 11'-11" X 10'-11" 11'-11" X 10'-11" N r w 8'-0" CLG 4 16" bP 8'-0" CLG SH p W 3068 BF 2 ao 2668 M 2668 Zo CID - LO ch 2668 `V TFf(2) 2068 BF ® ®� - -- — — — -- o ' = F-� R & S N U) ¢ o W 22"x36" 2668 TB ATTIC w A7 ACCESS BATH #2 iv Tg _ A7 I �8� ti `°' BEDROOM 4 10'-11" X 13'-0" 8'-0" CLG u_ 'v rn Lr, 26, I — S� C RETURN U DE DOOR - AHU v 00 P 00 06Cn o0 N I o M �. �� N U)Q - � N p LO N 11'-3" 1'-4" 3'-9" T-7" 3'_9" 2'-8" 4" 1,-0„ 4" 4" FRAME WALL R&S LOFT — — — —� 12'-0" X 16-0" 8'-0" CLG BEDROOM 5 11'-11" X 11'-11" 8'-0" CLG 6o I — — — — — — — — — T 42"H_OW DN — WALL ---� R&S ❑A SH25 1 116 AT T-3' - --- �GRESS 14 81, - — ----- FRAME 1 WALL I1------ M S6 H. TYP LOPED 1 SLOPED LOW WALL ROOF 9 0o I BELOW 8 0 OPEN TO 7 BELOW 6 ----- I � 5 ----- I 4 I 4" FRAME 3 ----- WALL 1 2 36" HIGH 8" FRAME CONT. I WALL RAILING SECOND FLOOR PLAN- ELEVATION A 1 /4'r = 1'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF 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. ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ FT TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. FT. INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O r✓' s s f y N 0000 u ao -. 'l v J tJ LO o ¢ + A z �o =O W z V) ^` N LO ol E i 0 o 0 W \ L j M `0o 4; Ch ri r� U70— w co O 2 o o S o O Q U .N NU sC° W QN W L p!` CO a ) W aui C6 W0E- � W� Y z 0 W (D W D' Q U Q W 0 24 o'��¢0¢Wc)OL_jo <OX�ZW 0 M00HQQ 0W9O Z F— C7 Oq00Mzz WdW�WW�(nLLWQOWJ U) 0 O Q~W0W1¢—��Wz (L 00W o �y¢Z<¢ u- ¢ O F. Q EL i O O z(WN O� >U)o z �U)cMO U? CL (/) ---I z> � z <W U? I- W a- M EL 00 Z U Z ?� W Wo J O N N O N 1 0 0 c6 W r W r O N O N O N r N r N O (DO N N O N O N O N O N O N N W O M 00 O M r N O CO O c o r O O r O o N� ; CD 0 N 0 CM 0 q- 0 tl) 0 (0 0 r,- r 1 CO �^ VJ z z O O 4-a WW~> C1 W to ~ F_ o o 0 LO V l z a. W H Q W t� �000Z I— = �= V z O J j N z> 0 < W 0 �zzLL W N OQ2z z �QO Z U � OU O W Z W N N W O LAST PLOT DATE O Aug. 8, 22 Z O 1 ST & 2ND FLOOR _I PLAN A STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE (D M W/ FBCR R311.7.2 RISERS CUT FROM I MATERIAL TREADS CUT FROM 2x MATERIAL 10" (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. W/ (2) S) DS TAM36 STRAP EACH T((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. w 0 z w 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. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN OCT 2 8 2022 Virtual Review Assist. Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N •} ; y fT 2if 00 0000 Jrf1e �� Al -; "N J C-O .� 0000 LO w l 0 z Q N O�- ^` N E 0 o W L '> N M MI N N 00 U -00- OM W L M 28 °S 0 c Q s C) - •SINW s?A OCO) E ( .9) 7a) }L�� V V 00. 0 W 0Lj w0~ w� Q x g J W - o x z (� Q W U Q�� JW 3:WWu.UO� JO <ax zWwozmoo—ate Q OOz �" �waWFnwwwv0-ixW<0 � �¢< WQ�zWzOwc�o� cn uL ¢ow 2H�_�wi32Q OW o 0 o�z LL �Qw O Z W O1-- Dzti O ( Q U) CM � U)- ti z W I—�<Lq M oo Z U F- WZ Wo J O N N O N r` CV 0 O 06 W W O Co O C)O O N O N O N Co N C) N C)N CV d7 0 In O c d 0 0 0 O O 0 C6 0 N L0 1 ; O o CV 0 C) 0 �r 0 Un C:) CO C:) r` LO Cr M w z _z z O o 4-0W ww55 W 5; Cy)0OfW �' Uo_o Lf .il VJ ZwF=-Q I.—w Q Q =E-- =z N z 3:J M �2zW }Ix2 (LQQ� W n1 O -i z O 2 U�Zco Z Qp � z U a OU o W of Z Q < z z w J N W04 04 0 LAST PLOT DATE Aug. 8, 22 Z _I DETAILS 30'-0" STRONGBACK �8 HJ LL STRONGBACK BRG 14'-9 5/8" WALL 0 io BRG WALLV LL LL '� .o 'v M ao O iV (V I I I I I 1 •- IN IN IN N N I I I I I I I ch I I I I I I I I LL. o BRG I I WALL I I J N 141 O O Ln N IN 0 IN IN q----------� 14'-9 5/8" ----------- 5'-8" AI, I I BRG WALL I I LL f zt I I N CONV. FRAMED @ STAIR LANDING FTF4G BRG WALL BRG WALL 9'-9 5/8" — — — — — — O - j O V O N B9 B8 ATTIC 1 ACCESS B7 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) - B6 B5 B4 B3 B2 EO 2-PLY 2X DETAIL LEDGER 11, SHEET M 1 SEE A5 to �L�A BGE 20'-6" 8'-0" 9,-6" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1 /411 = 1'-011 0 (V LO 9 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A �1P KI 1 Q ce) U') ra M a U-1063# EJ7A U-1063# Vz A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE EMOVED IN FIELD IF NEEDED Q 1 ATTIC ACCESSI A1A AHU Al Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 u- 1088 # u-1008 # EJ7A C A7G k� J � LM C3 U co LO U U U 6-0" 12'-0" �L V-2 1 /2" 7 7/8" U' 19'-10 3/8" CGE 10'-1 5/8" I SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A - 1 /4" = 1'-0" SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD 1- 3/4" SUBFLOOR WALL HT. BASED ON 6-8" A.F.F. �A CJ1A CJ3A N CJ5A 0 v 0 BO 0 0 N HANGER CHART J L = HUS 26 (SIMPSON) N 0 Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT 12" 12 51 12 2 II_ 2X4 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 STYES, 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/ MTS1US. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED ' VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOP 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 FOUNDATION PLAN FOR COLUMN SIZES OCT 2 8 2022 Virtual Review Assist, In . Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Labeled End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' Span or less 30' to 60' Span Spreader Bar 60 degrees or less 1/2 I I 2/3 to 112 ; Tag line I span approx. 1 Tag line f span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING 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# psfvon-concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL - 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER I000# ARE SHOWN ON ENGINEERING. WALL KEY 1010040 00, LOAD# DESCRIPTION INIT. DATE R/01 created from 7A2 2386E A.S. 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM 62 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER —� 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 :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 23132A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 201r7 LAN# SCALE N333531 R 1 4 1 '=11 N (V O 00 00 00 " f1 J Cps, L0 " z O W z Q V) N u7 N E (I` W L 'i 0 0 NU��_°g co r p �/ D OO 28 rn 0 LL o 0) Q t �p� T,* .N W QN C a 'a oL vi W°H H~ W J M- Z w W (D < Q Q W U WW=2_JW03it.LLU0OLL Q 0 LLLLOzn°OFQQ ��a0Z0W00mZZ U' a _j0a>zY0z 0W0 ° a cn o Z <0W°2�F-mWi3my Z) < Ox 0 0QZ9 LL.Q 0 QLL O 0 Z 04 O� >0o �FZcMO � J c�c G w N_ W M Z V W W JQ O CO N O N t ti N t O O (0 r- 00 c- O N O N O N N N O O N O N O N CD N O N O N O N d) 00 In 00 O cM T- N O M O C o 0 0 0 0 0 " 0 6 0 NLr) L( 12 ; p 0 0 0 4 O O O r- N M In CO f� IlLn CO ♦^ w Z z —ZO O W W cf) O0 Uo-0 � it ZW�� M O Z N �Z3W M w i—MZW M Z Z ILL w N OgMZ '— p < U�ZU) z �Q0 �" Z U c� g 00 Z z W W WC14 0 0 LAST PLOT DATE Aug. 8, 22 Z 0 2ND FLOOR ROOF J FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 61 SOFFIT DETAIL AM" ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7 SOFFIT DETAIL piaI_ 1 1-ni, fV M1 `2" 2" � 8 FALSE FOAM LOUVER DETAIL TYP _ - n 9 io n 9 COLUMIN DETAIL PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H 10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT V-0" 12 T.O.M. a. 15 ROOF SHEATHING (S)A23 — MTL DRIP EDGE 2X4 SUB -FASCIA •, T-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT 10 If Aia _ _n PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED O O 0 ff T I I � 8" � V-0" � 1'-0" 11 LEDGER DETAIL '11AII _ I I -nil 1'-0" I. 1'-0" 1'-0" A/C UNIT AND PAD 1'-01, 4" STUCCO BAND 6" STUCCO BAND WEEP SCREED — _ ,k C� o W N = Z 1'-i 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- N 7/8" SHINGLE STUCCO — ROOF OVER FRAME ' 12 4" SCORED 6 STUCCO ' , A5 BAND III II'I II ILLLIaLILM I I ELEV AT 18'-0" - - - - - - - - - - - - - - - T.O.P. CASING BEAD 12 WITH WEEP 5 HOLES OVER FLASHING f IIIu-�-� CASING BEAD I�l� _ WITH WEEP HOLES LL " OVER FLASHING IIII IIIIII tEA--I�L_LI-� 7 II 1 A5 ELEV AT 10'-0" qT 1-1 - 2ND FLOOR FF ELEV AT 8'-8" - - - - - - - - T.O.M. MINININIMININI ININININININI E1E1E1E1E1E1E1N1 Im MINIMIMIE1 FRONT ELEVATION A 1 /411 = 1 1-011 A5 A5 �.nl■1■ ■mmm�n mn■u I I■1■ 1.�i�t�.mnm 1■Inn■I■m■I■nl■1. iim111ME, ..1 �mnuiil■Imlhmliiiinm�i 1 • STUCCO 1 • I CONTROL JOINT nnn nuu■wn■I■ _ - _ � • ' ■ - - D PAD • • `—GKAUt LINt 4 RIGHT ELEVATION A 1 /8 - 1 -0 5 LEFT ELEIVATION A 1 /8 - 1 -0 2'-" 0A/C UNIT AND PAD GRADE LINE ELEV AT 18'-0" T.O.P. ELEV AT V-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 0 N � 9 � A5 ELEV AT 0'-0" 1 ST FLOOR FF OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 15-9" 1. T-4" 1. 6-11" 0 SLOPE 5.12 I I TSLOPE 5:12 I I I I 17'-0" RIDGE I I I VENT SLOPE SLOP 5.12 5:12 i ---- -- m I I -- - -- I I ------------ I I SLOPE 5 � I SLOPE a- 12 i 5:12� LO '4' RIDGE FENT I I SLOPE SLOPE '- 2'-0" 512 5:12� 8'-15/8" 0 — --(O`- SLOPE 6„ 16'-6" .3'4" . 5:12 1O)ROOF PLAN A-1 1 /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) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALL. 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 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) - 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT = 399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (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 f :il N o `Ft.0tQ® w `., '1J DCti��, .'� , LO c2 00 n w W In z Q > 0 W L U p M -- ai V Ja-0- } M cc: L 1 O 2 S OG:8 ma *N V w00 Q� � W L CD 00 (� W H~ W J W2OZw Qpj2��O��U0�LL Q 0 Q X "M LL LL 0 Z 0 OCOW 0 ROOM9z cn�a80zWWW55WW<0 H ~ U 00 C�Oz cALL -QQOW oz_Wz- (L QpW �� Wa -p -pQz OQ O= LL �-aw 7� 0 0 Z W OF_ Q � 00 O M Q U) r- � � ti z W HWa-cM < 00 Z U Wz W JQ 0 J N N O N ti N C:) C) 00 CD �-- CO O O O �- O N 0 N 0 N N N N N 0 N 6a0 to oO M � O O c v C) o C) d) o o o " o Co CD � 'm NL0 �000000 . L N M 4 to CD ti CO ♦^ vJ z Z -z0 O� WW~' W co O V0�< M-0 F— O Q_ WW2 LOV) Z a. wt=-Q H Q Z� F- mOZ (VZLWcV 13�}of2 M �ZZ� W N 0a2w C) U�Zc, - - z FQO Z U � OU O W a Z Z z w J N N W O LAST PLOT DATE Aug. 8, 22 ; z EXTERIOR J ELEVATIONS A & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-0„ SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 1 141r /l P]/'lf 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 METER MAIN 0 200 amp 150 amp Disconnect #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 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 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Xlahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH 14 ° 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE :-::-:-:-:-]:] NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz k1__SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 0 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED _fF TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE 40 STRUCTURED WIRE OUTLET -69- SWITCH AT 36" 6 3 WAY SWITCH AT 36" -W- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" -fl PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE {� CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE } WALL MNT FIXTURE l NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY ,, 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL �} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR 0S SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:FR 24" VANITY LIGHTING F�;FF 36 7;;? 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND C� 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION 111_�J ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ED A/C REGISTER (JT THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N No N 00 00 A R� o 00 Ln Egg �4. Q 15905 z r � "O w � w \ y � 0 z a SIN` N L E '0o 0 W L M N d cn M r�i ft '' 0 V 4 70— a! M m oo 2 �= onoQ U -6o (1) Q �N w • n, ■ QN c" cO 7W L E V CL a WW W WQ -3 �2o 0�az�V zLU oaW(t—_-wLLV0,-j0 U Q <6x coxoo Itwoomz O~ Z2zFoCO90 Z (OWQ_ 55zWWWnLLW<DQ_OO W5WOWWO �OUKzQ� � -p -paz OQ 0 LL t- a W >e O Z N OW H L- cM O Q � CM � z W Lq I— 01 cy) aro < < Z U W W JQ O mi d' N N O N N O O 00 (O W V- O N O N O N N e- N O O N O N O N O N O N O N CD N ob to 00 A � O C 4 CDO 0 O OO O r � 0 0 6O O N 4)0 0 (V 0 M, 0 d 0 Lo' 0 (fl 0 r` L 1 00 vJ� Z z 20oWU) O-�--a '6-0 W 0 F- >- Uo_o F_ xw� LC) ZWF-a Q =m0Z � z fV v Z 3:J 00 W�wm >-2zW M ILZZLL w (V OJ2z �• O < U�Zz Z Yap Z U OU 0 � W of z Q Z w N " W Q LAST PLOT DATE Aug. 8, 22 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN A 14 1" FILLER N T 0 M 9 0 ih " FILLER KITCHEN 1/2 = 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 00 KNEE SPACE \ / 2'-9" L 2'-6" 2 1/2" FILLER DOWNER'S BATH 1/2 — 1'-011 f� 1 N 0? W CO oD 4" BACKSPLASH "v CIO 2" FILLER FOOTING SIZES AND RE -BAR 1 1/2" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE 6 OWNER'S,BATH 1 /2 - 1 -0 UNIT'2386 - A & K' - BUILDING SECTION 3/16" = 1'-0" 12 1 1/Z" tNU F'ANtL 2 KITCHEN ISLAND 1 /2 - 1 -0 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2 -6" 21-6„ 1 1/2" FILLER 1" FILLER r]Mr rdI.—IhIrrnrr% IT1 TI"fl'�SES AT IGS) NN DN ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLR FF m <V O M 2X6 KN WALL 1 34 1/2" C 0 3 KITCHEN„ 1/2 -1-0 2'-9 1/2" _ T-4 1/2" FOOTING SIZES AND RE -BAR 0 WIRE SHELF "HANSEN" 220 V OLT BOX -LI --- --Wi ---- ° --- I Di 14 1/2" X 16" DRYER VENT 1 RECESS I I I I I I I I I I I I I I u I I I 4 UTILITY 1/2 —1-0 OCT 2 8 Zo22 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 UNIT '2386 - A & K' - FRONT SECTION 3/16" = 1'-0" ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT V-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF N N >; 0 �7 � 7, w �.> F1,0` $ ao .�; • -J Do LO 00 LO � ! 1 1 1 • 1 Q , �. ,,, -. _.. w z Q W �O U ` 0 CV) N fL In CV)2 _T N V -0-0- ! .r— i 20 Oo 2 o p �o Q •nN' w dC14 W L � E-Zoj rn � a 0 r� ) (i W W O FQ ,(D w3LL()0F �J0 � Q i— U 1.— <OXJNW�:0OOQ~ °0,*oowo220mZz- Wd�_Z O O Z:U(—ZLLpO7p W W F(A2QQp wU) Q ° o oiz0 oQ 0! O Z N OW H U5 ti co F O M Q LO � ti W LO f—WaM 0�00 00 Z< U W W jQ 0 W N N O N 1 ti N ' 1 T- O O 00 c0 00 O N O N O�— N N N O O N O N O N O N O N O N O N o0 r:0 o0 O A N O M O C �t 00 e- � 0 O O � 0 Cfl 0 O N0 IU ^ J i 0 0 0 0 0 0 Lqct 1 N Mqq. tw7 CO I F�_ Cr CO VJ Z z -ZO O _ LU 0 W Cl) w > }' O vo o a O a OW VJ Z F=-�Q W F- Q �m0Z F- � N Z J 00 �2ZX M Z Z LL w N O_j2z O ULDZW z Sao 1..1� . . Z U � OU o W Z z z W. N N WC) ti LAST PLOT DATE >Q Aug. 8, 22 Z 0 INTERIOR J ELEVATIONS A & K 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, CHOMATED R COPPER ARSENATE(CC -C) A 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 GLr.SS 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'TEMS 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 AL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. 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 7711 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 TOPCHORD: 7PSF 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 COMBINATIOP! 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", 44 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-1-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-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.15. 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 = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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/sprinklersysterns including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 -Concrete ory rpow and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" %" 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. OCT 2 8 LOLL Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 04 N co ., �. Lo o o g LO 505 4t n Z W al J ! Z O 0 w 0 Z a V) a) LO C, E W L -0 C?O (h O ti OR aims LMM D V)U -0 7 M A� Z '0 s o T� all-V/ _O (DL "N LU Q� V N00 E� . L � 0 CL � N W (� W L o7 W O t- uji-- W2_j W�,eZW Z QD_ Q U Q JWO�WWu_UOu__O <ax Zwu 0Z200I-a~ Ov,W9OZORoomZz 00 Z _jOd�zYOZzLL0W0C,a Q~uajO�HU �wo2UU¢ OQ =O pQZ a �Q� 0 Z W Oi,- U) :D r-- 01-cMO Q CM LO 5 Z Lid I- cM a' G 00ZF- >- U W W J O J CV CV O CV tii 04 0 O 00 O 00 N O C) C)CAI C)O CV O CV O CV O CV C)O CV CV C� 00 LO 00 co - C) C) C C) r CD O CD O r O r 0 (6 CD 1 �0 CN LO i 04 Ch 'I LO (fl I` 1 00 Z Z -ZO C)-_' W �Wfq (.) I- 5; O V F-O�a Dfa OWWMIL i.1 V J z W F- D_ r� Q I- =m0Z I- Z (� 0 tz W Z MN w ��ZIX M Z Z ti w N O-32Z C)Q UDZZ IL W Z T_QO Z U U O O D_ c Z SNOJ a Z Z w 04N 0 C:) LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL - J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALi- SHEATHING 16GA0-112" LONG (3/4%1" CROWN) . - - STAPLES @ 6" O.C. VERT BETWEEN I MAX ! 1 I I — 16GAx1-1 2" LONG (14"A" STUDS (NOTED THUS:—) - OFFSET I I I j I CROWN) STAPLES (4) 6" STAPLES BETWEEN STUDS AS SHOWN - — -- —)% O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACI-IIu1ENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA-JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O i:V H C G 000 a o 1'-0" o o� ' V u � V 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE C, 15/32" CDX Q PLYWOOD OR (7 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or panels wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2x —lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) + Filler blocking ° 1/8" gap + + �ti FILL CELL STD. 90° HOOK BOND BEAM #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 2" min. 2" ) gap max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we stiffener 2" min. 09 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 t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cohimn wi Inaric 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 w all or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q� Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxX nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6" A 1 2' ROUND HOLE MAY 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 6" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" V-3" V-3" 1'-7" V-11" 2'-4" 2'-9," 3'-2" 3'-7" 12 V-0" V-1" V-2" 1 -2" V-3" V-9„ 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" 16 V-0" V-1" V-2" V-2" 1'-7" 2'-5" T-2" 3'-10" 4-9" 5' 7" 6'-4" 7' 2" 20 1'-0" 1'-1" V-2" 1'-2" T-O" 3'-0" 4'-0" ' 4'-10" 1 5,_1 1" 6'-11" 7'-11" 8%11' 24 1'-0" i'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 91-61, 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 6 X Joist p depth I —JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate- BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI6000sR BC16500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3 8d 14" 2-8d 5-8d 16" 2-8d &Sd BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS i R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL a. SLEEVE THRU STEM SEE PLAN FOR---'°• a . • a • FOUNDATION INFO ° STEM FOUNDATION GRADE . a. REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE -1 I I a a° 11=111 it I •. I JIIIIII�� lI ' ' J I F_ I L__ JJ SEE FND. PLN. SIZE & REINFIt PIPE VERTICAL THRU FND. TOP (2) #5's x 4'_0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE i --------- - - - - - - - - - - - - - - - - z -------- •a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d b .° °a =-----� . d --.— -- . n� . nv G II III-III-1I `� a I1=1I1EE1II a —1- —111- - .tea-�-----� �• SEE FND. PLN. SIZE &REINF. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 N 00 'ra 0 00 C , - LO 0 u e a J AKC Sb' W _ O 0 W 0 z 0 N uO i7, E 0 0 \ L 'c,0o ' M `D E M M 2 4/ E L 0 0 u 0 p �S Q r �p� "0 N U W QN c. s` C1 a W W (' W Lu u) W p w~¢ rf2J ofQYZIr z W-:)-J¢O¢W¢LLUO20JO U Q F ¢Cl' Cycn0�0_ZpiY00-0z xJZo�OZ O0�QP U O 0 0 Z ��d j(n W W �(nLLR¢O ¢ F- W O H� Z w J 2 0 a- p 00of o n oQzI¢ U_¢ 0 Fau_ 0 Z04 w O� U) ti Ifl C'7 O co [*-- Q � U_ ti HWa-L(� co Off-2v' QO Z CU ~ z� W Wo J O d' N CV O CV N IL O 00 (0 00 N C) C) 0 0 O CD CV 0 CNI 0 N 0 CV CD N N CNI O N C>D O- Lh 00 O eM r N O M C)0 4 v —' C:) & 0 o O - 0 (o 0 rn NLO >�NC��r�(�� O O O O O O O LO r^ VJ CO Z z O C)-�' WUr>_ WWin O a -0VJ OW H- Q Z W X t� 7-m0Z (V=n�=z O N z 3:W M Of>- W M �zzM W (V Og2z O < U U) z Z z �QO Z U U J 00 m z z W W W N N o LAST PLOT DATE >O Aug. 8, 22 Z O STRUCTURAL — J DETAILS r (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 / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD w MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. " 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 cM 6 MIL VAPOR ° OP BARRIER I I I ; D ' 4 11 g CV COMP. SOIL. III ° I I (COMPACTED TO 95% I I 1 11=1 I I I NOTE: EXTEND DECO FINISH I I I MODIFIED PROCTOR J —I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS ��O.H.D. RECESS IT z -;y� 4„ I 60 6- T y SEE A/S3 OR J/S6-1 _L11 I I I ,�, II 1 , I I „II 117 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � D m 'III I �I °�D� 11—I I F—I 1 III —I !° 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 & c� @ 6" MAX FROM END OF 2 x PLATE - 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .A �I F I � ' o . I III —III —I 11=r 1 8„ 1---1--I„ - -- ''I .. 8' I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" A.F.F. Q. ° a 4a . ELEV.-0'-31/2" z °. d p 0 ° A.F.F. 0 a 2x4 CONT. LL d p4 A 4 4- N I d d p ° GARAGE DEPTH VARIES a e... a g. GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE R 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 2�� O. 24' WWF OR FIBERMESH 3 1/2" MIN. D ° II 11=III-�'31/2"(min.)- 4" _ d ' 00 ° —I —11I—III- 31 /2"(min.)- 4" I I=1 I I° —I I I I I —I II I- -III—I1I- 1I I �I I I 11=1 I �I I �I I I III —III I I'- (2) #5 coNT.+ 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL Cud STEP C@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. I I �I I I —III= '3 1/2"(min.)- 4" 00 — I —III —III 3 1/2"(min.) - 4" =1 I=I I— EEI I I I I I=1 I —III—I I=I I =III=11 r TIII=III=1I1=III III —III '' (2) #5 CONT. 1114 U.N.O- MIN. TYPICAL BEARING WALL @ STEP 6cC SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°0/16" PLATE WASHER (TYP-) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"00' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING t��os�vV NAILED W/ 8d COMMON NAILS @ 4" O/C pis 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o� INSULATION PER FBC AND ENERGY \ AGM N oos 8" C.M.U. T4 FORM SUBMITTED WITH PERMIT \`�✓ °`' 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" - METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS 113 OR #4 REINFORCING BAR GRADE N D ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z ° D co — -0 ° — FINISH GRADE 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] I� I _ 00 ° e • `� R °. ' _ _ _ 00 6 MIL VAPOR BARRIER I I ° ° 1111 Ia I I — - #5 REINFORCING BAR ° I I—III-1 I I-1I I—III-1I I- z I T #5 LAP SPLICE o° 8 ° ° ' OMP. SOIL.I D ° ' I 36" MIN. LAP [36" MIN. LAP] 9% MODIFIED PROCTOR ASTOM I I I� I I� I I� I— I I� I I� I I I 10" =1 I� 1=1 I-III=1 I I-1 I I� I I-III-III=1 I I� I I-1 1=I 1=1 I fly I I D1557) 'I 1I 4" ~ 1 -41—III—III—I 1 I #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" °' ° 'v GRADE 00 p -(1) „-yIHII�IH' #5 REBAR w/ OPT. i=1 111=1 I 11=1 I I I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS CV ' N ° . r a. .411 .IF E.1114 A 00 Ell 4" -I I IEI�Uri 11� I I A SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0� CONT. BEAD SEALANT Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. .. GARAGE :ONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. :MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN MIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSIGN 120#) CONCRETE SLAB 6x6W1.4xW1.4 \I ' 00 m p WWF OR FIBERMESH r;, ' E - _ d- w. 1 M 6 MIL VAPOR = BARRIER —II III I II I II I� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM W END OF 2" x PLATE W ° U J U) -I 1=1 I I —III m J I —I I �I I I —III I II-1111111� III IIIIII I °'• ° REBAR DETAILS r F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2;:4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING W SCHEDULE � j Q w SEE PLAN FOR STRUCTURAL g J W COLUMN SIZE AND BASE o w CONNECTION INFO- U) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or B PER 0'-0" FIN. FLR.� COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH I III I-11II—r o IIt=f (2) #5 CONT. =1 I I I 11-1 I I, , I I=1 I I, „ l i ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR vHnitS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d _�l O. p — — p .d — IFIIII IIF N p ° p d co � E _ I I I I 1-1 11-III„�I I III • a IIII, 111-ti ,„SEE A/S3/J/S6 4"1'-4+' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD -� CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRAD p d_ c� z= 1=1—I—I I —III —I I W 0 0 U) LU �1= d Q d — - Fh-� I —I —III—I 11=1 11=1 I I I I III —III FOOTING --J U BEYOND PAD REINFORCEMENT I =1 I I—) I �� + ' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 2022 \rRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 N N �e 00 $ ,� • J r1n, �ij• �''�, •`'�/ to 00 Ln Z - 0 W 0 z Q (D 0 W `J� 6. `> q 0 c v M .�. 0u a V -0-02� ,L t o J 2 Q (D) O - ,o 9 Q QN C �1 7W� co Q E W wr, LLI vi W0 F- W�a � wmYz� Z Z) U O O LL V �Q v F— Q x J J �� Z LL LL O Z 20 F_ Q CYU)of zoW°—°gym°zz g U) 0 Z 55 Q~Qp Z WQ20�Q LL 00 C Q D O Q Q g Q Q LL O F- LL O Z W 011�_ > (n O � M O w J � � W U� CY) aUQ00 Z ~ Z � W W O J O d' N N O ti' N 1 0 O 001 CO 00 N O o r- 0 0 O 0 N 0 N 0 N 0 N 0 N (V CV N o0 0 6 V- 00 O A 1 N O M C) 4 C) I'l- 0 0 0 0 �— 0 �— O O U) N'^ U1 , 7 o 0 N 0 M 0 It 0 to 0 W 0 f- Cr �V^ J CC)Z Z O O♦-' W_U�'- owin O V��a 2 O x W ~ F- uJ F-of t� ~MOZ I- = Z /= v Z 3:J N 00 li}W2 }- � Z °r ('Y') IZ Z Z LL w N Og2z (D< ULnZz III III z x<0 Z U U J O O o_ �— m Z z z W J WC14 N O LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL — —1 DETAILS —MONO (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 SEE PLAN FOR SIZE 2x DEAD WOOD @ MID IN I 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 VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4. 12 Z NP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO �I TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX L/,/ 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER RPM IT, IIzII&01&E•1:1IT, 1:1►Ita91►1Ri STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 �� ■■ . ��•• •- .�. • • • . •- • ' • 17 ■■ ail all ■■III III■■ Milli IIII� ■■III lHEN ■■III lil■■ MIIII 111111111E ■■I�� MEN III IRII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91l2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q T- W > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. _ KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSIT ON K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE " GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF :........ .. GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d EE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 'BASE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIG DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIOR WALL EXTERIOR WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND 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 i i FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d \ �� 1/� NAILS AT EACH STUD \� —DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED n I COMMON WIRE NAILS @ 4" O/C u BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) ❑ 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. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS 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 518"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED SFF �O N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ ( 10d x 1 1/2" AT EA STUD (USE SP6 F 2x6 WALL, USE SP FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 2x6P. J-BOLT TRACK BRACKET fOP 3 9ARAGE i00R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"A 0" OR GREATER HEADER 6) (2) 2x HEADER SEE PLAN $R S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ nO.C. —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2" P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL • •\• 10d@8"O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. 4 S F= 2240 LBS SIMPSON C L P.T. ATE SIMPSON SP4 SP2 SIMPSON 10� ST io J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 d v ° d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 I NJ .r 'NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 [TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U z0- 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" �OXIED A.T.R. t & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT C ROOF TRUSS ABOVE F 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 @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STA GERED G V V TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o 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 c ° 27,8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 N N O 04 J ''aN, LO LO 5q05 .sa. \AR 1',�� Z ,hj" W 0 W D: 0 z Q j Inn` N L N E ��a o W L �' C)M`) � m (- 4—f� . cn -0-0- 1 M V •E s o �o 2 g _ o _ �S R Q s �� •nNn`` w s�� c Mp 7W L 00 V a _0 WW WIro2�QOaW< Oi w �� ww z 00o�0 of ~ U ~ Z 0 ?XJLL LL ZQ 0 Q Ucn' 0O z uoiwa�u�wwwvo-i��Q= Q�W� ��ZIIIz v a LL oox o n o¢aq�a w Q o i- u O O 04 zW o� U ti �I-MO Q (/) M � 2 to � � LiD F—�CLM_ 00 Q � Q Z U F— W W _jQ mNT CD N N O N ti N O O 00 c0 00 O N O N O N �- N N O O N C)O N N O N O N C)O N N O) cb0 00 M CN O CO 0) OC) '1-o C) C)r- O O � P 0 (6 0 N'^ �1 ! i 0 0 N 0 CM 0 �t 0 LO 0 CO 0 f� Cr CO �^ VJ Z Z O O}• w O W cn LLI �l=> 0 t�o �Q I — �: Oa U� ,,^^ v/ z W 1:Q Q =mOZ N � +ZjJ > M w 0/}Ir2 >_ W 0 M - < Z Z u_ W N Og�z U Z� Z 0 . z a OU 0 W X Z z z w W J W04 0 LAST PLOT DATE O Aug. 8, 22 Z 0 STRUCTURAL J DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. g• SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-7 IF >9" SEE 10/S6 2x4 CROSS BRACE—� APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 45° ± "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK 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 AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX g" 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 SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO • ENDtmz ' BLOCKING 7 GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. EDGES, AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T' ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. 5 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 N M SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `� `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES fOco 1 12 c, 1/ " 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED tj 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCJ i IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT .,.,,.....,,,,. ..., . , ,,....,.,..., .,.....,.,.0 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ISH SCHEDULE ATTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL— ` BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS =. SECTION g SCALE: N.T.S. S'CJ -MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S`CJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) a z a BRACING w/ (3) 10d x 3" AT _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4) 1/4"x1 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `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 TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL(:S5) 5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od 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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. _S5j 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, `CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. w C1 0 o ' v b w W "v m o o 0 d w o Q o a ----o <T o Q ----0 ZIL dl w >_ 2 H 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 BOTTOM CHORD GABLE END BRACINC 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 rL AS PER SCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 2 8 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and appr i ed for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 1 CV y O N 00 00 y\� = r1 C?h,� • 00 Q O v W � 0 z Q /N a) L0 N 10 W L N U ❑ c ti M3 co N V -0-0- A C, } 0 u 8 0 TZ1 •� O g Q t '(A w QN ^` V cO M rn W L C:)�� N 70 0 °a te W W ow WOF- w~¢ Wg-j W_ Yz1x z aC8XJU)x�1xU)LL0oLLJg Q Q C3 U �CY �0�o"o�oom0zaQ C U)0Z (n J�a>zy0I` zLL0QOWa J¢¢Owa_zWzowUoa LL ¢~OW gH� gwo�aU oQ o 0 0 <LL ¢ �¢w O Z N OW J ti co O co Q � �w�ti Lf� M Z V Z W Wo _j O CD CV O N ti CV O O 06 (O 00 N O NO O NO r- O •- O C)N O O N O N N N N N CA 00 6 ob O A r N O C') O C d' 0 0 0 0 0 C) 0 CC) 0 N NLO >�NM�u O O O O O O (0 O 1- LO Cr CO V) Z Z O C)♦"' WUr— 0WU) >_ O U0Ea F- O�a W H Q Z � H � r� � r�nmOZ �JN z 00 >_<z0�ZZ M W N �a2z O Q z Q z ~ O Z U U J 0 _O co Q z z z WC14S5 N 0 O LAST PLOT DATE Aug. 8, 22 z-ice O STRUCTURAL — I DETAILS 12 I INSULATION — BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4L69 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 11 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 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT CD FOR MORE INFO w mo 16" O.C. 2X S.P.F. STUDS = W/ (4)16d TOENAILS TO TOP PLATE O U) 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 2 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 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE ea. BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8- GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/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 •t MUNICIPALITY e C -d a a E e w Q e N • e AA . M 'tI.. II�II�II ' 6x6 W1.4xW1.4 a e WWF OR FIBERMESH -1 I III e STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) LL v 4"x9" INSPECTION PORT AT w EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH / 4"to 6" BELOW GRADE GRADE 00 I_I I �., I � I, � I � 1=1 I E—III— STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION i SCALE: 3/4"=1'-0" S6 OP SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *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) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING FTO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R 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" OX PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON // 8d @ 4" O.C., 2 ROWS STAGGERED {4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS /EEP SCREED (STALLED PER. MANUF. IMPSON HETA20 w/ (8) 1Odxl 1/2" AILS AT EA. TRUSS w/ MIN. 4" MBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION �- B.U.C. (8) 1 Od NAILS TO STUD PER STRAP m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS O 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) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE a 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. W/ 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 ea• a .4 a' 1 1I1II III=_ 1 —11 �I 11=11 I� I I� I I� (3) #5 CONT. ON 3" Il I I I—III-1 1 1-1 1 1 I I I 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OS8 EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER ID o SECTION X-X IF NOT."ULL HEIGHT SHEET C n Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32' OSB EXPOSURE( F SHEATHING w SOLID 2x C BLOCKING @ ALL o C SHEATHING 0 � EDGES (SEE OPENING SECTION X-X a U C x /Ffl ¢ w x E W 2x STUDS w BEYOND. _ SEE PLAN o 0 I �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAiAI I rl r11ATIllA1 MIAnnA11A 3/8" "S" = NA SPACIN S 3/4" 1/2" J ,i_ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" 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 T�7 SFFp pow 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.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM j8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THAN Ys". u) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL _ OCj NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC O C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai C STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o lJ w/ 8d COMMON NAIL J w 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F O W > C H U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. cc I-_ U cn of O0_ F m LL ¢ OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N wLL p p MEMBER IF GABLE END _� t l LL 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 TOENAILS • 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 FLOOR TRUSS / SEE PLAN FOR REQUIRED-- \ CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH M I_I I I —III I I a a s `. 1IIIIIIIIIIIIIIII aa. — - a e M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS 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 9'-16, (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1l8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I— 00 1111-1 O 4 —I '— (3) # 5 REBAR ON 3" CHAIR( I 4" -8� I— W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 OCT 18 UZZ \DA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N N 00 00 A A<�y1-I' ^`3 ` ` 00 d " O LO e ' e e ' e .IN, 5805 'e�, Z WWC i 11 O _ _ k � W 0 Z 0 NL0- W L i'0 o 0 In cy) N (h OR M V 70 — M C:} .o U 8 LL o a 10 4k >V � 7W C) 00V ^ a LIJ� nL f�l ow U w frg0z~_j wOa �YF-ir zLU ¢¢¢ �5J0�VOO�Oi, Q - ?XJwLLo�o �ZzzOZOW00mz OjOO cnWavWW5I(<U IL z ZowO�wVZ � �a� caLL Q o 0 oydz O¢ �¢ �W O Z N OW U ti CM � O M Q � Iq It U) lf� HWD_co �a2- Z V Z W WO O JCD d' N N O N I ti (V 1 O O 06 (o 00 0 (N 0 N 0 N N N C)O N O N O N O N O N O N O N O N O O- o0 O (M " N O I C) C C) � 0 0 CD 0 0 - 0 CO 0 �'/^� Y J i O O N O M O 't CDO LO (O C)N ti I I I I I 1 CID �^ VJ Z Z O W ow v� 0�>- O U0 Q 11—O�a- O te/) W Q =CO0Z N Z 3 W M w Z ('Y') 10<<z of Z Z LL- W N 0 Q UC/)Zz Z �QO Z U U 1 00 z Z Z W J WS6P.... N "0 O O LAST PLOT DATE Aug. 8, 22 Z-1--+ O STRUCTURAL — e_1 DETAILS —MONO 1/2" DRYWALL DOOR JAMB REFER 1x4 tic UPC T VVMLL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 � ( P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3/16"0 1x4 P.T. X 3" LONG FURRING ' 3-1/4" LONG X 3/16"0 FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO TAPCONS STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING „ PER MANUFACTURE 1 DETAIL O.C. 2-ROWS INTO MASONRY THROUGH 1-1 /211 DETAIL 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 1 x4 P.T. & 1 x8 P.T. 3" DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRIr TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4913U.T. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ AS REQM'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX 2'-0" ISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B � 1/4" MAX EMBEDMENT INTO ) �F 2'-0" 8„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK _ 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF —� BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS L— EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS 2_1.1e0r11*z PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 V t t I +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 000, #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/e EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ SEALANT * PRESS PANEL REINFORCING INTO PLACE. - 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL =>I' REINFORCING PANEL SMOOTH. DO NO FURROW. . F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST °1 "=`' SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. C D UII-III�I��II�I� �Il�l�ll IUII—IIF GRADE o .. D — ° Cn z_ N � •D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IAIA/-l-Cr-TAOI C wo-rAI I TInK1 FILLED CELL INSTALLATION f H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN ,. SEN=NCiE I LiEL01'v 2x St AL€ h _ I BR G WALL TYPE T" I /� ALUb 1H1 RLANI I rr r1314" - •-,.I._E I ? 55Ni, -,- FASTENED PER I — OIA , CONT VENTED , - NdT'F RFI ^tl/ I 1 1-R C-0N7 20 NAILED TC• T2x BLOCKING NAILED TO TC BC DC.KING w! 2-12J NAILS ("°'p CHORD F)vFFY OTHER TRU wi'-12d NAILS, TYP ( ) 1. } L ; BIJ L =I R TO VERIFYrPRC�VIDE SOFFBT t4ATERIA_ SPAN CAPACI - ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND C1 LISTED IN THE DESIGN CRITERIA ON SHEET SN FOP SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUI.1_ INC.1 L# 166- _ PRODUC T APPRO'�,'.A.L E CHANNEL FASTENED TO: C141LI `r,` T NAIL .097' DIA. u:dj 24" C-)4C.14`� S16' PAIN. EMBEDMENT W0,C111 .1 (31,16 GA_ 3LVxIW' CP00JN ,STAF=LES t 24" 10AX. O.O-. I. A,TTERN l/B FA'tit lA/ 11 �A -;3"x . 1 ;Rc v'°N STAPLE 0)EACH cltc�1 STRUCTURAL SOFFIT C; F0 C:ALE.' 4 1'0' r"'I FOR ALUNONLIN1 SOFFITS Wl -, -, REV- U-1-21 _2121 = 1 INSTALL r%11D SPAN BLOC THE SOFFIT FL FAA INSTALLATICI' REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DET,- i __. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + �F + + yc'Ty PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI. MSTAM STRAP SCAT F• 3/4 QCC QWrX:T f17 AKir) z 0 U) Lt- LU u LL Q 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a'' OVERHAN e' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-011 5'-0" NISH FL . .. L1> Y >" c o P #5 BAR x 10 � . „ °Q p' �_ o , . CENTERED W/ INTOP CD KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN I I —I •� °. o ° AND SECTION DETAILS I ° I CLEAN FILL DIRT z STANDARD o P 90' HOOK N #5 BAR IN FILLED CELL ° v_ v n, v v 9�, `, v ten.. v_ v n• 0 es �• v v e. �• v v e. n. v u �• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLEC� CELL DETAIL ,".w.q�F.�s,.r� M SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. OCT 2 8 ZOZZ \/R/\ n Virtual Review Assist, Inc. Plans Review completed and approved For compliance with the 2020 FBC 7th E ition by Debra Anne Klahr PX2300 V I : ry ti 04 N �Ft N't� i`` �y, , - , 0 1J DO&� ' �. AR H ,� Z 0 � Q U) N LO E c 0 0 W L 0 cM 0 ti M 00 N N M 0f u o� j p u o rnrn VJ o O 0 LL 0 a� Q • `^'N1 Jc __* V W QV 0 E 7W� 000 w LILIW C� w W~ Q 0: J 1Y g O Z W_ Z _jU)0 LL000W JO Q Q F- QZ) Cyv WW§6-tE00mzzaa _z" W z= v O O 0 0 Z U)LUEL �Ur a �fnW:WCY �U5,W W<0W j < LU "FZWwo� J q- LL 00Q 0 O O�<LL LL O Z W O� (n O f�Uco m0 LO z W P. i— W M DO Z U WZ� W o J C:) m N N O N ti N r O O 00 C0 r 00 r O N O N O N N r N O O N O N O N O N O N CD N O (N O) N C10 O Lo ap O M - N C5 cM OO O O O C� r O r r- O (0 O o '^ �1 ♦ N > O O N O M O IF O In O CO O I` r Cr CO Z Z O O 4-' WLu 0 w in or5; O Uo�O — I— �a 0 a LO —0VJ Q z(Ix Z X F- t� Q =MO Z (^ v Z tz j J N 00 ��// W>- i-�zCE IY m w N OCL g�z c) U�Z� . Z � Q O Z U 0_ OU O m Q Z Z z J WNC14 O LAST PLOT DATE O Aug. 8, 22 Z O STRUCTURAL — J DETAILS-RETRO FIT SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 22 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) P 2x8 SYP DRYWALL STOP MUST YNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0' VVHLL 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS /ORR ED AND NAILED TO STRINGER YWALL SPACING f� 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" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: ' = V-0" 3/4 PLYvA ON DECV --2x8 SYF AND NE FRAMI I` 2x4 DRAF STOP 2x4 BLOCK C SCALE: 1" = V-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR AX4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 GA TOP OF STRINGER SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER--//�T\ l SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ :1F ' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY SCALE: 1" = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1' = 1'-0" NEWEL POST BLOCKING 0 1 /AIM UUIVO I MUU I IUIN Ur. I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" ALL JOINT JALL TO R JOISTS) FUD NAILED AND ) TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT JALL TO R JOISTS) 2X SIMPSON M1 (14)10dx11 NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES SECTION VIEW "H" SCALE. 1" - 1'-0' OCT 2 8 2M Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E' ' Ion by Debra Anne Klahr PX2300 N N O O Ft N co 00 CO ' � IJ DOh. � . %' LO coo / LO ' � Q A `, Jl-)'. 5 , f W a� ,i 2 O W Z Q ^N` N LO c '0 o _W L c0i � Mc f� N n D N V -070- t o Oo 2 o O LL o v Lm U ^ p .N U LU QN L o E' .9 70 v � @ LU w �W Uj WCH W F--a Of of zx Z QaX Jo Q Q U J<0�o')U-oo0 Z�yW—Z2J arj)x�oZomoomzz HQ n� Z -jazYLLW�CY o>Oz0 WOw�ZgWp2Q a 0 � Y OQ 0 �F Q <O Q >E O O Z N OW >U)(D ��CMa z Q U) q) I-01MM 00 Z V z� W wC) J O N N O N N IL O (0 00 r- O N O N O N — N r- N O O N (DO N CV O N O N O N O N N o0 O Lh OD O ('M - N O ('M O C 4 0 , 0 0 0 6 0 ' 0 (O 0 .F N o L ID i O O N O M� O O L0 O (O O I� �.} v .- 00 �/� VJ Z z O 10 wwr>- 0 W (A O UoZ>Q �O --°- of W z LuF-Q F- 0 ~m0Z � F- N Z 3 J M w } IX Z 0 M � < Z Z LL w N OJgz < ULnzz Lu .. z Sao 0� Z U U < 0 0 m a Z Z z w J WST N O " Q LAST PLOT DATE Aug. 8, 22 z 0 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. B. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. S. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD < 1.0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads CAST-`m" SAFE LOAD - POUNDS PER LINEAR FOOT IYpE LENGTH 8U8 8F6-0B 8F12-0B 8F16-0B 8F20.OB 8F24.OB 8F28.OB 8F32-OB 8F8-1B 8F12-1B 8F16.1B 8F20-lB 8F2+1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 14605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 (19j 8733 19 10121 19 T-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 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 M67 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 12564 3486 2818 3302 752 1245 1843 2564 3486 4705 31 6390 47 10'-6" (126') PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17' 4" (208") PRESTRESSED N NR NR NR NR NR NR NR.R. 300 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.0B 8RFIO-M BRF14-M 8RF18-0B FM4 6-0B 3RF3H8 W-&IB 8910-IB 8RF1+1B 8RF18-1B 8RR2-1B 8RF26.1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 12277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 1 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1568 2253 3129 4150 1 589147) SAFE LATERAL LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4^=r-4 M "� ■ � ~ SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C„�C,� "'� ■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAZT-4I947r SAFE LOAD - POUNDS PER LINEAR FOOT LENGTHYpE 8F8-1T BF12-IT BF16-IT 8F20-IT 8F24-IT 8F28-1T 8F32-IT 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 14038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 1 851 1326 1705 2084 1 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2001 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 %2 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 1 14'-8" (176") PR`SiRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 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 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 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") PRESTRESSED 137 192 295 10 378 i 461 10 545 1 629 1 137 221 354 508 681 7 861 13�875 (13 r274'-O" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 10 124 200 316 450 600 ) 15612 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Wr-4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-IT BRF14-IT 8RF18-1T 8RF22-IT 8RF26-1T 8RF30-IT 8RF6.2T 8RF10.2T 8RF1+2T 8RF18-2T 8RF22-2T 8RF26.2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 13374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 2442 6 2931 6 3257 506 967 1 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 (1 1980 15 2322 (16 395 589 1135 1514 1893 2272 12652 (#) 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 C ) 0 U UG UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" OCT 2 8 2022 Virtual Review Assist, Inc. " Plans Review completed and ap ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS 0- c > c o � G o be 070 0 0 8F16-1B/1T 8RF14-1B/OT Go O °a > c L °a 0 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" 0 c K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED *3 J ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° - 1-1/2" CLEAR - C.M.U. > G J S _ L� _- LU v z LU a #5 REBAR AT p � O z ° BOTTOM MIN. (1) a U m G REQ'D z(� N Ib o w Ln A, 16 GAUGE POWERS a O STEEL BOXED Q� a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Z = C.M.U. Q w p 00 z = GROUT in - `�° #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 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 J J � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N N O N 00 00 LO 00 J a Z ' W -. W o✓ 0 Z Q N L W L -�,Oo 0 cM � d / (n N M } V -070- J L- t o moo 2g rem Q LL o O Q ° < �N � • � ■ LU QN W L 0 E.c CL a i WO-xp W ~u0f9Y O zW WQY~ W z LL0 Q U t-�HO ox-if�W�U0-j zuLj- ozmoHHQ p owoomoz O�aoLLj Z nLL zYZO WW Q ~w�H w0aZ65 a. O 0g � <o0W LL0 Z cV 0E- �F-(O Q U) M Ln U) L.L ti F-Ix�M 00 zv� z LU W J O O J N N O N N O 4' O O O N O N! O N O N O N O N O N O C 0 o 0 0 O � O T-- r 00 0 NLo ; O o 0 0 0 0 0 C Z Z O}' W0�> W W () C Uo-o Lr)V 1 O Z W W M W F- Q ~ QC T� ~mOZ F- = Z z J N }Of2 M �ZZLL M Z W � W N Og2Z �• O 2 U�Z� Z �Qp Z U c� g O O W � z si Q Z J N N W 0 0 LAST PLOT DATE Aug. 8, 22 z O STRUCTURAL J DETAILS A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (21#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-1 C" 1'-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'$" 314" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5-21• PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'4' 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 1 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 1 727 727 582 718 11'-4" IU-0" PRECAST (2) No.3 2 No.5 355 1 649 649 489 649 12'-0" 101-91 PRECAST (2) No.3 2 No.5 329 1 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 1 570 570 391 570 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 17-4" 16'-0 PRESTRESSED (2) No. (2) 7116 strand +" N.R. 357 357 254 352 2 No. 4 19'-4" 18'-0" PRESTRESSED 2 () No. (2) 7/16 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. 2V-4" 20'-0" PRESTRESSED (2) No. 3 12) 7/16 strand + 219 219 165 229 2 No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand + 24'-U' 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-P-11L/1 U] NOMINAL WIDTH j L QUANTIFY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP 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 (I)#5L (2)#5U (1)#5L (1)#5UDETAIL'K' DETAIL'H' DETAIL')' DETAIL'H' &'J' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No, 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-19' 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 1 2421 2607 9'-4" 8'4" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 17-9' 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 1 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14' 8" 13'-4" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 4 164' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 174' 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 993 993 600 1084 2 No. 19'-4" 18' 0 PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1035 1035 478 936 2 No. 5 20'-0" 18'-8" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED 2 3 () No. (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20' 8" PRESTRESSED 2 () No.3 (2) 7/16 strand + 720 720 366 716 2 No. 5 (2) 7/16 strand + 24'-0" 22' S" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 •. r• Y DETAIL"H" DETAIL"T DETAIL"K" TYPE DESIGNATION P - PLAIN LINTEU r QUANTIFY OF #5 BAR AT S-SOLIDLINTEL -1 I LOWER LINTEL CAVITY [8x 16-P-1 L/ 1 U] NOMINALWIDTHJ LQUANTRYOF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL 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) LU(0) LL 5 IllDETAIL'DE' SOLID #5 (2) U (1) L DETAIL'DF' DETAIL'DE' &'DP DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3-a' 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 (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 Wr DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ �'T r QUANTIFY OF #5 BAR AT S-SOLID LINTEL 1 I LOWERLINTELCAVRY [8x16-P-1L/1U] NOMINAL WIDTH j `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1)#5U(1)#5L (0)#5L (1J#SU (1)#SL (1)#5U (2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-T 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 1 3369 3369 614' 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" 6'-4" 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 11'-4" 10'-(Y' PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12•-0" 10'-8" PRECAST (2) No. 3 [21 No.5 992 992 751 1035 12'-6' 11'-7' PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 1 859 591 896 14'-(Y' 12'-8" PRECAST (2) No. 3 121 No. 5 804 804 529 838 14' 8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1207 1207 605 938 No. 4 I5'-4" 14'-0 PRESTRESSED I2 1 No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0 PRESTRESSED (2) No. 3 (2) 7/16 strand +2 836 836 426 763 No. 19'-4" 18'-(r PRESTRESSED (2) No. 3 (2) 7/16 strand +2 655 655 340 645 No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 607 607 317 601 No. 21'-4" 20'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 22'-0 20' 8" PRESTRESSED 2 () No. 3 12) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24'-0" 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 21? 412 •.V ••��. .1;: DETAIL "E" DETAIL 'IF" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1I6-P-1L/1UI NOMINALWIDTHJ t `QUANTITY OF#S BAR NOMINAL HEIGHT) UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'U &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-&' 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 41-8" 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" 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 31" 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 1 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 101-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 121-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 121 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. 3 121 No. 5 1490 1 1490 992 1490 14' 8" 13'-4" PRESTRESSED I2 1 No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No. 17 4" 181-W PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 21'-4" 20' 0 PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 877 501 966 No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No.S (2) 7/16 strand +(2) 1 24' (Y' 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 ;j DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL) r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x1 6-P-1 L/l U] NOMINAL WIDTH J LQUANTITY OF#S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U I L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 2'-10' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 1OD00 8687 9503 N-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4-8" 3'-4" 3-al PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4" N-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" 6-4" 6-al PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-8" 8'-4" 9-al PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 • rErWIT.-Om. DETAIL "D I" DETAIL "DI" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTIFY OF #5 BAR AT S-SOLIDLINTEL -1 rLOWERLINTELCAVITY [8x 1 I6-P-1 L/ I U] NOMINAL WIDTH J `QUANTIFY OF #S BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1A FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 3000 PSI GROUT (PLACED IN FIELD) 2" TOP LEG BARS: (SEE SCHEDULE) ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN " STIRRUPS AT 4'-0" cc I OR WELDED) rOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE TED LOADS FROM THE SAFE LOAD ABLES B CALCULATING MAXIM M RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (I)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 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 10000 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 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 1 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" 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 IN-O" 12'-8" PRECAST 12) No.3 2 No.5 1878 1878 1225 1878 14'$" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 2413 2413 1338 1974 No 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No. 17 4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18' 8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1254 1254 702 1271 No. 5 21'-4" 20'-0" PRESTRESSED 2 N3 () o. (2) 7/16 strand + 1092 1092 614 1167 2 No.5 22'-0" 20' 8" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1023 1023 576 1121 2 No. 5 (2) 7/16 strand +" 24'-0 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 • >•, • ; •li•7 '�•F'� 't•L•� TYPE DESIGNATION `?t1 :Atp1 +?J1 P-PLAIN LINTEU rQUANTITY OF#5BAR AT S-SOLIDLINTEL -1 I LOWERLINTELCAVRY [8x16-P-1 L/l U] • •• r . i '• NOMINAL W IDTHJ J `Q,,ANTBY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL"0" DETAIL"P" DETAIL"Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5Ill U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 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'-7' 2-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3-a' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 41-8" 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" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 r 2158 2158 936 2036 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U10)1 #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'A" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-W 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 6'4' -4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" CA" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 914, 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 ill U 1 L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'4' 7-9' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-7' 2'-1a' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-9" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-9" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 81-4" 87' PRECAST (2) D4.5 WIRE (2) No. 15.52 2996 1183 2844 *� ,•ate TYPE DESIGNATION �'+: �'+- :'•- rmww " " •' _ _ [8x16-P-IL/IU1 DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION jL$°I'� TYPE DESIGNATION P PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S SOLID LINTEL I LOWER LINT EL CAVITY [8x 16-P-1 L/ l U] NOMINALWIDTHJ j LQUANTITY OF#S BAR NOMINA I. HEIGHT UPPER LINTEL CAVITY 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appqWd for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 5'-4" 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 Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. Wo N.R. = Not Recommended N N O _j N 00 00 D�, U)�•• CD ✓JZ � ' e , � F Q A 5 z • t W TF 3 W z Q _W L.> `O o U MN ti M f� N N V � E 'L i 2 00 0 _ rnrn V/ o N Q w LL (��V N * a i 00 E�2 rn CLTO W (� W oLL W0~ W~Q Ixg_j W zW z Q�X_ 00��NLEvOUR JO Q Q V Q Z)v 8�oLLo-oom0zQa ��a�v)wW Wrn�o U' 0 Z (ALL LL �<QOw�9zwzOwUoa Q� O Q 2F_ g_Wa Ne Q Q Q 0 Q O H Q LL i C) Z N Off_ O M Q U) cM P_ G W ui H O cr) 00 Z H U Z W Wo J O M1 N N O N r N r O O (0 r- 00 r- 0 N 0 N 0 N N 04 C)C) N C) N C) N C) CV C)O (V N O N CO O L0 00 O M N C)CV I C) c � 0 r- 0 O 0 O �- O 0 to 0 1 N Lo ; C:) C:) 0 0 0 0 0 e- N M � In (C)ti w Z W_o 0cn O F-0 i1 V J 0- W H a Z W i- (Y = m Z H Z g0!= W Z MN w 2 Z 0 M �ZZLL W n1 O�2z Q UC0Zz Z Q U U 00 a Ix ZLu Q Lu " W ,w` ■ _ O LAST PLOT DATE >0 Aug. 8, 22 z O STRUCTURAL _J DETAILS A (LEFT) HURR/CANE Mounting Brackets i 1,3 Gauge 4-1'2'x4-1,'`2'x 2-12' TT Back Cross Support Waybecut to SN'I 5t•e AnL:lwjr Schrttulz R,ght Bracket ( Gauclie) Bolts 1`2'Dia APSG-Aj (Typ) p X 14 S4IF-Drilling_ 5+: rcw5 AJC Wilit Botturrr EL19t • Hurncdre'. : ap (T ral• 3 in frnint; tiK4°rl'L,Tgr5 Front Crass Support Serf -Locking Nu.s (May be cut to W) Left bracket )16 Gauge) 14 Self -railing Strem 711 a B[dil & Back Ctoss SuoaWlnte AX Unit Bottorn Side (Typical: 3 ca(f1 side for flirrricarie ore) v( :r's'.,:ILt..rr ut.utrca - :tc u^1'rns,1_-d -rh tali 1•lurt.. Au nl- k . Rai*Cd'-Sol thawing a.-aBahte €�,m Span fat t fie, set$ PP61 Code Aaimnalion 20M S+*ert Vent Products. hrc Calegory: Structural Components aribc egary: yr I ni,i MIM3 iced as a Hew It or Nor Technokgy C..Wd ce Yrhad: E-II Report tom is Floods Registered Atthitad or a Licensed Florida FlNaa72-Ra Fra0ra,e Professional Ertgnser I SmerVsnt Model Yt540-510 2 Smenvent MoosI VIS 6511 3 Smidgen, Modal *1540.570 4 Srrortvent M41540-521 5 91redVent Modelodela1540.524 6 Sarortvenr M." Am 540-570 7 SmimVent Model #1540.574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.®e I of 1 tItN2C31 F,rgilr a Qai Date DMI Piend4n DDa CMdara Em1-.S1 Lloans, vaadaed sr YalfiMltg ml4mmfII roc Amieva Abarb"d Straus; Mldrad Graham Hernxa F. Harem P.E. Locke 8p'Adeln P E 12116I2020 1211rV2020 17,2&12020 Apl (677, 441.6368 PE•73776 ta3413N.1800 mloasmarlYrMtron' DualDrrM Fund Veaaation Vent 0. 1 Funrtwn Flood and Ventratid+ Vent lestitared Flood Van' Insullo w Flood Vent 16&quot: Garage Doerr Flood Ven! Wood Wag arsubted Flood Vent 14 %quot. Garage Dca Flood Vent OWNV Assurerles Androasd for Use ®� Yes Aooroiedfor Use Yes Wwad Resistant�iSYre NW Dnbm •1W-700 12P 12023 IW1 20'3 Yes Yes NIA +f 00F1o0 1711 03723 Yes Yes NIA 410ar-id0 +2r1Ia023 Yes Yes NIA •100.r10o 121310Va Yes Yes NiA NIA 3 12t1I Orr Yes Yes NiA •1oallou 12,13112U13 Yes Yes N44 N/A Fonda Department of Business& Professional Regulation Page2d4 Building Codes and Standards tr25VA22 Product Approval Application Detail ELF ' Eirmy a 20 28t Date Pandina Q;g jypg Version Manyfactu SA4LIlitl Engllltxr 8 Wore yAIrdated By YjWMM SubmMed FBC Approyal Status Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F- Schmidt, P E Ryan J King P.E. M15R021 121311= 04/22Q021 0&=2021 Approved Category; Exterior Doors (600) 843.74528 PE-43409 (8131 767-6555 subcategory: Swmging Exterior Door Assemoaes atasperson4th&W01111.0D Compliance Method: Evaluation Report from a m1 Florida Retbstared Architect or a Lrensed Florida Prdessicrat Engineer FLJ20466-RS Products Quality Assairanoa Approved for Use Approved for Use Imvact Design 2219 PreMupt Model. Number or Nave � contras Exdr NMn Date 1n Hym out Z Rant Pressure 1 a Therm!! Fiber -Classic and Smooth -Star Nominal S&Vn;8 &q ot;lmp Uq.dL Opaque 12GI OEM No Yes Yes WA Composite Edge Fiberglass Single Door (I nswinglOutswalg; X configuration) 2 b Therma-Tru Fes -Classic and SnocM-Stet Normal6&#W;8 8quotlmpawt&quot Opaque 12/3172022 No Yes Yes IJA Composite Edge Fiberglass Single Door with Srdsiae(s) (Irm,rvtnglOuaw rig, XO, OX or OXO ooreigurations) 3 c. Therms-Tru Fiber-Gasslc mid Smooth -Star Nominal 6&#%T8 &quiorImpac38quot Opaque l Wlrn22 No Yes Yes NIA Composite Entire Fiberglass, Double Door w th or without SildAes (lnsw roCutwong, XX or OXXO contigurabonsy 4 d The,tma-Tru Fiber -Classic and Smooth -Star IN", 8&#39:0 &quotlmlpact&quot. Opaque 1251r2022 No Yes Yes NIA Composite Edge Fiberglass Single Door (IrswngKXft.mg; X conhgurahon) 5 a Theima-Tru Fiber -Classic and SnnWh-Star Normal &W9,0 8quorimpact&quo; Opaque 12/3172022 NO Yes Yes MA composite Edge Fiberglass Single Door with AlaPldP(c) ytncwr.0lfnrle+uln0', Xf1, IC7%nr risrm, oonfipuretiDns) 6 f. Therma-Tru FloenClessic and SmoothSta, Nominal 8&#390 &quetlmpact&quot, Opaque 12f31 r20-- No Yes Yes IVA Composite Edge Fiberglass aoub* Door with or without Sideldi (Inswing1Out%vang, XX or OXXO configurations) 7 g. Thermo ru F I,er-Classlc and Smooth -Star Normal 6&#39 8 8quo1Llmpac18quot: Glazed 1213' 2= No Yes Yes IVA Composite Edge Fiberglass Single Doan (Irrsvdng+0utsvnng. X conbguraton) 8 In Thermal-7m Fiber -Classic and Smooth -Star Normal 6&#339, 88quotlmpact&quota Glazed 12J31 A2M No Yes Yes IVA. Composite Edge Fiberglass Single Dix with Sidelrte(sl (Ins V11910Utswlog: XO. OX Cr OXO configuravcns) 9 i. Therm-Tru Fiber -Classic and Smooth -Star Normal 6&#398 dquotlmpac%q , Glazed 123'r2u-- Nd Yes Yes NSA, Composite Frig. Fillerglass Douhie rk-'uth nr wthout Sidelites (InawingrOunwrig, XX or OXXO mrifigurabon ! 10 1 Therms-Tru Flber-Clas c and -1 o thStar Norreral 8&#39.3 &quotlmpact&quot: Glazed 12131r D-- Nc Yes Yes IVA Composite Edge Fiberglass Single Door (InsvdnglOUtsang, X configumboni 11 k Therrna•Tru FiberClassic and Smooth Sa, Normal 8&#39.0 &quotlmpact8quot; Glazed 1213/r201 2' 14C Yes Yes WA composite Edge Fiberglas Sngb Do. +con, Sidelle(s) (triswngrOutsw rig, XO. OX or OXO oonfiguraoons) 12 I. Thor ms-Tru Fiber -Classic and Smooth -Star Normal 8018quotlmpact" Glazed 121`31 r2O2.2 No Yes Yes IVA Composite Edge Fitrergiess Dou be Door w4th or without Sldelaes (InawingrOuty ng; XX or OXXO mrdlgura^.nns) 13 an, Thenna•Tru F,oer-Classic and Smooll-Star Nominal 6&#:19.8 8quctlmpad&quot Glazed Molded 12.:3-1am INc Yes Yes IVA. Open Composite Edge Fiberglass Surgl• Door pnswriglOutswrig: X configuralion) 14 n 71nenna-7ru Fiber -Classic and Soxarith-Star Normal 6&439;88,quotlmpect&quot Glazed Molded 123i/202_1 No Yes Yes WA Open Composite Edge Fiberglass Single Door with Glazed Molded Open Side tte(s) (Immingl0utsw irg XC, OX or oXO carlfiguravoZ, 15 o Therma-Tru Fiber -Classic and Smooth -Star Normal li&#39,8 &quotlmpacMuluat Glazed Molded 12131 ; '4k Yes Yes IVA Open Composite Edge Fiberglass Doi, ble Door with or vadlout Glazed Molded Open Szalaes (InswinglOulsvang; XX or OXXO configurations) 16 p. Therma-Tru Fiber -Classic and Smooth -Star Normal 6&939,88quotlmpart&gUoi Opaque 12131 r= No Yes Yes IVA, Composite Edger Fiberglass Sergi. 01-th Molded Open Slde te(s) (InswingrOuts+aing, XO. OX or OXO conflguravors) 17 q Therma-Tru Fiber- lassie and SrrKxAhStar Nomrlal WII398&quotlmpacVquo( Opaque 12f3't= "k Yes Yes IVA Composite Edge Fiberglass Dori ble Door wah or without Glazed Molded Open Sidebtas (Insving0itsveng, XX of OXXO configurations) lLaNSll2.a8 - - n.,. 1tl7�aa tam Revision X-10 MI Vrtrd-and Des Category: Exterior Doors auhCalsys,ry: Slkang E.W" Darn A9ed+Aalee Compuares Method, Evalushm Repod tan e %rde Registered AYL10I a e Llcenaed Flor,ds FLA45=4t6PrOCkKtg o4t.1-boe11 Engineer A221 RoMict afodLL Number or Nacre 1 SERIES 420 ALUMINUM SGD 2 SERIES 420 ALUMINUM SGD p -oc42o KUAarr4 Al o run ronC-D 4 SERIES 420 ALUMINUM SGO REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED Florida Department or Business & Professional Regulation e.9 l e., Building Codes and Standards IAM21 Product Approval Application tail Endry sir Dal 2" Dal Firridiria 20 rr F .e a.. A s ra.w.. xaldg.a at 1raNmrea &hmkw FRIC A n®ml AnamXed lban. Scent SIUrlger We Roberm o Loas Stereo M U,ch2020 , PE I01082D20 10/0610/192020 12r152U20 Appa2d 1717) 365.3300 PE-0114 €717) 317-e454 bsheng.,la-d can SERIES 420 ALUMINUM SW OXO 91 aa� Camren lsmlrsilon Data A-d It- use Inl OO No 6RUUL ad for [lore deride NYNZ Yes Imaact grri(gagt No g� Ismsuta rVA 12A312024 145311&giid;x8d&quot: NON -REINFORCED SERIES 420 ALUMINUM SGDOX, XC-XX 12`31 r2 24 No Yes No WA a66protaiM ol. NON -REINFORCED oenICD 4-Umit-M OOD RnNrone CD OX0 145.314&gwtx96&W0t SERIES 420 ALUMINUM SGO REINFORCED OX, 12t31 r-M24 No Yes No UTA XO, XX 96&qud;06&quN; SERIES 420 ALUMINUM SGD REINFORCED XXX 12l3i2024 No Yes No NIA 1438a1o1x9e41oua. May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed bey }vv 1, they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not k lu,,:: the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp.: ,a,. 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31 -2021.'j 1 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31 C. SECTIONAL D. METAL LOUVERED DRS Clopay Building Products Company Curries Division of AADG, Inc Model 73/75/84A/94 607,707,727,747,and 847 Single & Pairs of Doors FL15504.3 FL11537.1 +28.0/-30.5 psf N/A (see inst sht) 12/31 ','+:) T 12/31710 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/202" D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31 _ 1 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 _ 12/31:'2C); A. SIDING N/A B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31 '2 C. OTHER _ 1 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16 2 i : i_% B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29,i C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918-1 - FL16918.4 N/A 9/9/ 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31 i 20 2'2 6. STRUCTURAL_ COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31 1r2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31 t0/ 2 C. ENGINEERED LUMBER D. MATERIAL Weyerhaeuser Cast -Crete Corp. Rim Board, LVL, PSL, LSL High Strength Concrete Lintels FL6527.1 - FL6527.5 NOA 20-0630.15 N/A N/A 3/31/202 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31 2023 I The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must b available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) r pf- of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspec 1tio APPLICANT SIGNATURE DATE OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appr VV41 for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Ffnric_ a C,r?arlr rint Er.•;I rr ° Prof ;banal Rog,.- ri!mrl Boil 1 C'z,ff rrri Starr rD:; Product Approval Application Detail :1 C t[t "l :l Llu rf n,•. Y t Ilt2d,tI F'.. 7:3 L11"+:1'11 I RI. �r f--'n,.+l F:.•G„ B! trs L'y i_a srd Slan9.t;a; Pl oduct Approval Apphc aeon Detail r: P , ll"t ,¢1r , rI,AG 1 Ian^t`i F6.i Apt YGA'2 I YY;C �t311 kr,I- Ftr�, ,,,Vrd lv,l U,: n1Yn_._ I'N,'•,�jl_ rL-1 - I Lit., I VItY. all, 81 Uric I J _., Auw -r .i ;yjdilL'-V.S,', s`.1vRii2 F.- ..,vn^, I--::' -'E I':.-. LUadtxh "Alm A I i1,+U. Ali, c>cnNnUsa 111,jmt 4. mil in J=_ t - 1. :r II-1- r d, U C IEdiA'I r ate ,1 ala ¢,Hy =Wade •iyHz es)7�Ir , J e ,u 1 �vu ,1_ 1"'r c. '{xt f+laclel Id:, -1 elnt home Flr_•lila Dopar'ment r,f Ru, rri,,a & Prc•fesc ona, Rog..11atic•n Building C:rdcs and Standards Product Approval Application Detail t 4 6 lal,•I 5,r 1 I 't.. Bate Dare Perlrs,n. ,_le y IeaE dail FaC A„r ,s'al A cot Sr.i::,t C N .,r a Rz-11u�yt ;, cm r.', Ito. Ixi+ !-1_' �i�, }_Irh ct € alit., Dale t'd;t,� -Jtsid H1 H' P i ,.1n1 Pr core Flv,1, C1c: 11' ; B1.: 1 -.,,- F-.:,f,-; ,r al Rr. 9, ',,tier+ B,.ildnlgCDcac-. 11C Sta,ld�',rds Ptaxluct Approval Application Derail Pilo -1 0-11 i Jai-,'.ttad� r :i..�..,. .... ..I pli-I P Bn:I Date ;, Lr13`^ti -.:her FE Ron nr^I Al Mn>•4". 5!•�R:s 1 uh -sir-5v"l A o ._'reJ a Jsc n� • . L > -A _- Florida Deparlr onl -A Bifr r k Prcf�;sional Ragul3ticrl 63i1 it a::C.de net Stalxrards Product Approval Application Detail not DMC UDel', Pmrlrn Doty o:l rP a A d l -1 err a of xu!p, Jz AM:- in, U.'. In goer 0c94r, Fr,:,rucl Uasrrlvlion ,.Ott t €.- 1 rtinn L`ala HVHL U' .s ce NV}11 Rena •.1art Prozsv rE Flulida Depar'mont of Bu-r,i-, , & Professional P-ngulatinn F,AIcma Cc,1c : and Standards Plcxtuct Approval AppllcationDetail , _la Fr. - e!it.J-r tipn,. Cn,.t act 6. le aturD Unto H11H[ :a Ili H118Z ReSMSIA14 - "rlAida Clep3(-.n)cnt M F_-u ne< <: Frcf«s onz R,2iolatl.3n Bl. nlcirg r--ce=;',-:nor Stzridird. PlWutt Approval Application Detail Dale- D11 D PndD=te P_i ,�( tx,•+ll iuliyyl Cali acl ExU a al', pas :'. HVN2- '�11t'�+G h.'^,Z e Fes.,SIonI A,:.zSurS Fi.:.l ri of Rum s F. Pm1f+•,tislnral P,gi!'a°inn 81.11drny CDr es'rld Standards Product Approval Application Detail r Lv n, D�rr� t� c d r P.. a'I 0•eo L4: NI<rrrcA icy' V Ji,t�r„ ,rn,1n lg. u.-, . it An-, Ye:l st.lr j.s Da err ,r _ _ nL.0 c• c rot uu❑u ;au aerie,,, , r1yRZ - 'c• HVH2 Rea stant Fr= C ; a) 'elliess/ z �C_^' CV O CL O O L W CU U m lesses- t O L ICU Cw G ii✓ W z J Z Q J SHEET NO. PA 1 Ilia mme Yttalm Yaoldralnc Revision 2020 TAMKO Bud6ng Products LLC Category: Rooting albearpofy: Uni eMyrroMs compliance MWtea Evelueilon Report from a Florida Rerlislered Ardlsed or a Licensed Flotilla FL401232&U professional FAgneer Products A22A Rods" Model. Ylbgor pram. 1 TAMKC Rod Undedalewnts (Hiiii 2 TAMKO Rod Undatri !ents (4041 iLB1PI411! Cade T La Manuradwar Revleon 1-020 fATes Inc calegdy: srudum componerms Subcategory: Trues Pete , Complari Method: Ev Ua0on Report from a FI.9219T.R9 MOM Product EvIlANIUM Ili 1111110 (4odrel YodN. Nunhor or Mart, 1 M/RAHS 2 M19SHS 3 MSI 16 4 MTIMS 5 MT20NS 6 TL18 V718 7 TL20. M1T20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap.1 ou r 108,2021 Deb Pending We cod" Eon i1Y WrYY ruY lcic MakdeMlade Wdkt"d atdhmWe6 FiCP last! ,Wrr at Awalotnd 8ti Kern Eden Robed Wernnen John W. KAetevlch, PE 1WO42M 0111282o2o 10tI22020 12nSMIX) Aocx—cl (417)624-6644 PE-59166 4954)772-6224 Nan_OeentilIMnto oom •rl"-7-- 1k I1r_-n Roofundeneymerks for uee In FBC HVi 067282023 Yes No WA NIA jurisdictions Roof urute airree fs for use in FBC pan-WMZ 06/29QO23 No Yes N/A NIA jwl4deatM. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 2 1 u&WII rnaw . Bite 292 Date Paull- 20 cortad lndneer a ut.tae Validated ar Validated S1CmM1ed FBC Aporcvat Autovvd status Erin Weldon ;CC Evaluation Service LLC ICC Eveluenen Service. D8A IM21 pan O/2021 0&12*021 AP3tere-d IY51) 6ae4at ib LLL:. e talderilli- com f2051599-9800 Product Description Quality Assurarxa Aorroyed for Use a In HVKZ Aooroved for Use outside H MZ iliPdd Resistant DOOM Pressure la ga. high srangm tunas—risotm plate 12/312022 Yes Yes N/A N/A 18 go . super high stranglh truss eon"clorrows 12/312022 Yes Yes NIA WA 16 ge. Lmss connector pleb 12J3112022 Yes Yes WA WA IS ga. nigh iwerigar rasa. —do, plate /2/31201 Yes Yas N/A N/A 20 ga. ngh strength train connector pear 12131=2 Yes Yea N/A WA 18 Ile, truss connector plates 121`312022 Yes yes N/A WA 20 gr. truss connector pull" 1Z`312022 Yes Yes N/A WA -.e-e .- (D CDV Fbdda Department of Business & Professional Regulation P,ge 1 m 1 FloridalDepartmrrtt of Business &Professional Regulation Florida Department of Business & Professional Regulation F, ,, . Building Codes and Standards I+isco21 Building Codes and Standards Bulding Codes anc Standards nr_c_r O Product Approval Application Detail Product Approval Applicaton Detail Product Approval Application Detail >i~ 2 (D M— _h:, -I, ICU Qge �1 or g tie 2112 J2yie2 Pandang 2al Code 11i or Data 0*0 Do Penitents E U.t pi,. dkn Wy /D (D mulls version t e��n 3LleliYi134jC . Priest validated fSjcly ., . Bl4at9 TiY�afsD actyr� Re„ision 2020 , Sg>Sdc� n!tiiLklafYid/Y via1lad.d 4df�s(o y� , /., ..,, 09N8/20a� A - 1t__. _ .r ., . EoiwJMdt1Fly ., �. .. ',:, r ;. Far Ajit—,,tl "�':.1:_, AAppi.. V' '^ Revision 2020 LV 7RarnDson Inc rba 7nm1P1an ArcnilectwY Metals Carlpanyi. TAMs-0) Tony CNistmen Zachary R. Steve- M. VnrA. PE (813)248-5456 PE-74021 (717.217-81 )9Y 72020 CBY,6�2U 05r^22020 17f15t202C Arpwetl Glmal F*otecawl Products.. LLr_ shune. T.. Tim Robmsoo Wa4av A. net :r PE. JohnW Knezeiid!-PE egg-,, 545 f+E-uic7 09A'18. 2U20 10Al2G2G 1- 2/ i - _ :.' _ _- ;. :-. �. ;.., _,_ lane «., �v .I , I x. I � f-:.art., _e a .. I,la. �A Fni. _.i k- I r4,-i 2�' '�:. _:. _,, ,,,._C_. -� pi...0 _V Category. 19541 (954)772-6126 1 ;' _, ^' Category: Roohig Subealegoly: Roof r9 Asc"assaies that are an 1mvQga oW-o6ng pain SIbC t.i S'am Panels l:m .but—@r,pPeM co - - 'E - "" -_-- W U Integral Part 011ie Rndrvg system Compliance, Matted: Evslua6an Report from. �I '.I O O rmm�nane. Ma,nM FuaY1a!IM RwpnH arm• Fionfa Registered Arcnnect or Licensed Flcdde deed"rcinal ngri A/Ctldtrt Sxr Lidtnatd FPonda Prrxesslsnd Engneer r 1.�; tv F r a,c, c Ili' � O L O Al a .- Profssnattel Eingun t4 FLOU76a6Ptodxls Or, IttYA Ut wlce Aixrcc v:. f't '.)s A t-,1ud fUr Vs, ..,,:x.! DC IJr` C) O FtMM8.R3 Products Quality Assurance Approved for Use Almoytd tor Use iM . _. _ - ILL —I i r ILniM' ': P 1 ':I L Ip. � t L IM[atinn data rl': -. I , Y VHZ r';Idr H VHZ 6e .'st:y,t Pr ss � � Q elky Asswance AA,proved lor Uco Au ro for Use It B989Lt a1ffi! Rontct Medal Htrrlbr pr Neax Product Descrlodon Corbact Exntallon Date in KVHZ Outside ReeM':., ,; _ .! r _ 1 4 �- •�L, - O 4- $qg jt f4adtxr Model. Ntm1Dor or Nor Roduet Dasatotlon Cprnract Exultation Dffie In NYMZ Outstda NVM2 glq�,g,9 P21111= a 1 20 code Gal,•anaed sled stone PandsMVH2 con d aalveri Steel strxm Panes rete:ned 12/312022 n' Yea Yes Ya _ .. .I 1 - I. r .r �/� O O `- TAMCO Flat Top O1FRddps Vanl'ei Bettie for Tile 26 ga. Vatic Hoof ventilator with badly 0S;W/2_26 Yes Yes IVA R14 24 Gage 3#vemzsd S1od Storm Panel4NHVH2 or not byti to to de hurricane radect.cn Cormobi Cialvanlatd Steel Storm Pane's retained 12Pir2022' No Ya -' V / 3 TAMCO 600saneck Vrnt TAMCO u�17-RlfJ,ie Rod Vent wan Banta . 26 ga0'-,G9,n.728 26;a- sterlp root—dist(Y war. Integrated --ame 03r'09/2;26 No Yr, Yea Y'as NIA N/A xGN-52 ^ P1,A rx no, Ey t5crrt to prc,gds bun cane F`rIXerf on '^ V / D —e �\ 4 TAMCO Raune Top CO -Ruts Van in baffle for T!e ?6 ge stauc roof v'en6ieta with barite 3a09/-''_26 Ies Yes N/A NI4 v, rto vI FLee6Yt.Rnl ods TY2 Vereton Yamd-I.— Re ision 2020 Weiinehseuser category: Srwwal components a 1ciau9•',.y- c..y —, --it, Compliance Method: Evdudkm Report tom a FLe6627-R11 Products Product Evaluaton Entry 2211 Frudum Ywlit. Murat er or Nam 1 Mctodem LVL - Panels. PSL 3 Tlm"r.Slrand L SL 4 TJ Rio Board 5 Weyamesuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail r71Lry or Carew E am— a ueansn Vandal. By Rob 8aldeet ICC Eva.Wx` S"ne. LLC Imo,'--`1W. P.E t253)924-6476 1PAM)539-328S n ae—o,iii— I'gx.e/or,.o euser corn Date Date Dale PeM9ng pale Ventilated sanmitted FaC Aternval Ainnio -" Sral- 021C-2,J321 1C'13rlo— 02R313121 '._l.ra.ac Larrtneted Venter Lumber 03(31/20_3 No Yes, 'VA WA Parallel 'Strand L. rube, 03r39/2023 Na Yes N[A NIA Laminated Strano LUmoa 1,11 Yes N/A NIA Siudurel Composae Lumber or,3rrented Grano 0b'.'1 n0-3 do Yes , NIA board Rim Board Conated strand Board Ran Board 011 11202. No _ _ _.. -_Yes- — --N/A till. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code Ent-Entil or Date Date Date Pending - 1Y12g Vetsbn Manufacturer Contact Endmeer & License Validated By Validated Submitted FBC Approval Rev,c,or. 2020 CAopay Build no Products �,crnpany Mark Westerfold Sm11-lamdton '3ary Pfuehlee 10�'15;2020 IU114/2U20 10125,1202V iL - _-- Category: Ext — Doom (513} 770 �2 PE 63286 t613) 510 6566 Subcategory Sedicutal Exterior Door AssenM.dies nmYc.sterfieid@clopay co, Compliance Methods Evaluaii Report from a FIcrid_.- Reguetered Arcin [tii or a Licensed Fiord. Prdesdooal Engmee, F1.11,15304-R7 Products ., OC3 W5-76 PAN-_2F15316. 84A 94, 73 75, 1500. 190, 7e Steel Pan (min. 25 ga.) Double -Car (9'2' to 169 ImIr., .138 No Yes 76V 4RS'r, 4: 4RSF, 6RST, ORSF 2RST, 0, 496 42, wide) hMNDCODEU174; ii Garage Doer 429. 55. 555, GD15 S GD5SV, GR5S, GR5SV, AR5S, AR5S'V EuSS. EL)5SV OCT 2 8 zuzz \/R/\ Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 May 27, 2022 u J CD 1' a� O C>U O 0L 0L O U � N CU L w Q z z a J SHEET NO. PA 1, Simpson Strong -Tie 2020 FBC Approved Products Updated IZ-"2020 For direct urlcs to all SST approvals listed below. CLICK HERE. +* For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), C+ rr_K woac' FL0:2355-R7 �� Product Model. Number or Name Product Detcription 1 TRen Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Ttten stainless steel masonry screw FL#8588-R6 Seci 0 Product Model. Number or Name Product Description 1 SDI O112DBB Outdoor Accents Connector Screw 2 SM 12, SD9212, SD10112, SDIO212 Strong -Drive SO Connector Screw 3 SD9112SS, SDO212SS Strong -Drive SD Connect SS Screw 4 SDCF22434, SOCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDOP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Como -Head Screw 7 SOS25112, SDS25134, SDS252OO, SDS25212, SDS25300, SOS25312. SDS25412, Strong -Drive SOS Heav y-Duty, Connector Screw SDS25500, SDS256DO. SDS25800 8 SDS25112SS, SOS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SIDS Heav y-Duty Connector SS Screw 9 SDWF2716, SDWF2720. SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#110007-R8 &W Product Model- Number or Name Product Description 1 ATR3/8, ATR1/2, ATR518, ATR314 Threaded Rods 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8-2, BP1/2, 81311/2-3, BP5/8-2, BPU8-3, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNW1/2, CNW5/8, CNW3f4, CNWSl8-1/2, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUO65, CTU D86, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98,CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcherfing Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod Run Tiedown System 12 URS5 5/8" Uplift Rod Run Tieclown System 13 URSB 3W4 UpIM Rod Run I redown System FLNI a441-R6 Sea * Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HOC10/4, HDC10/22 Hold-down 3 HDQ8, HHDQ11, HHDQ14 Hold-down 4 HDU2, HDU4, HODS, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHDB, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPA132, MPAI44 Strap -style purlin anchor 9 PA78, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PANS, PA123, PA128, PA135 Strap -style purlin anchor 11 STHD10, STH01 ORJ Strap -style hold-down 12 STHD14, STHD14RJ Strap -style hold-down ® Simpson Strang -Tie 2020 FBC Approved Products Updated 1!l4pr2a2U For direct INrs to all SST approvals listed below, CLICK HERE. . For additional iMamatron eegardng Florida's Statewide Product Approval System and Nkami-Dade County Notice of Acceptance (NOA). CUiK HERE, 21 LB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 5.3/8" to 15.1/6". 22 LBAZ series hangers Top flange hangers available in widdl of 1-Wla' and heights ranging from li 6" to 13-1/8"_ 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-1/7'. 24 MEG5. MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-1/2". 25 MIT series hangers Top Range hangers available in widths ranging from 1-9/16" to 5- 1/9' and heights ranging from 9-114" to 24' 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heig hts ranging from 3-3/8" to 7-V8"- 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/8" and heights ranging 9-1/4" to 32"_ FL#i0660-RS 22y-a Product Model. Number or Name 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA68R 2 ABU44, ABLI ABU46, ABU48R, ABU5.5, ABUS-8, ABU85, ABLW, ABU66R, ABU88, ABU88R, ABU1010, ABU1010R, ABU121Z ASU1212R 3 ABW44Z, ABW44RZ, AEW464 ABW46RZ, ABWe6Z, ABW66RZ, ABW7.7 4 AC4, AC4R, ACE4, AC6, AC6R, ACE6 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-3/6 e C844, CB46, CB48, CB66, CBe8 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SOS2, CBSQ86-SDS2, CBSQ88SDS2 8 CC, ECC, ECCU Series 9 CCQSDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPB66 12 EPS4Z 13 LCB44, LCB66 14 L PC4Z, LPC6Z 15 MPB44Z, MPB66Z, MP688Z 16 P1344, P844R, PB46, P866, P866R 17 PBS44A, PBS46, PBS66 18 PBV6, PBV10 19 PC44-18, PC46-16, PC48-16, PC64.16, PC68-18, EPC44-16, EPC46-16, EPC48-18, EPC64-16, EPC66-16 20 PC4Z. PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EF`C4RZ, EPC6Z, EPCORZ, EPC8Z, EPC8RZ 21 PPB44-4Z, PPS44-OZ 22 RPBZ FL#10866-R5 A29 Product Modal. Number or Name 1 FJA, FSA 2 FRFP 3 GH466, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66 8, GH68-6, GH68- 8, GH610.6, GH610-8 4 GL135A, GLB5B, GLBSC, 131-85D, GLB7A, GLB7B, GLB7C, GLB7D 5 r:l RT512, r;RI TR12, GI RTFi1R, r. RI. TR16, r I RTS2n- (`RI TAM 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFP10-SDS3 9 URFP Product fDescription Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Barre Bolted column caps with Wt ranging from 3-1/4" to 9-1/7' and W2 ranging from 3.5/8" to 7-1 /2' Screwed column caps with W1 ranging from 3-1/4" to 9-1 ✓Y' and W2 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Past Base Embedded d ed Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate r;lulam Rearino plate, Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 ._ For direct links to all SST approvals listed below. CLICK HEFEI > For additional information regarding PIone `s Statewide Product Approval System end MI mi-Dade Grxn[ Notice of Acceptance t1^ QA1 cLrf.--N H LIi E- FLOI0446-R6 lag Product Model- Number or Name Product D4mullyfign 1 A21, A23, A33, A34. A35, A44 Angles 2 APA21, APA4, APAO, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, APB44R, APVBW, APBOOR, APi 88, APB88R, AP81010, APB1010R, APVB44, Outdoor Accents Post Bases APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010. APVB101 OR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APVL4. APVL6, APVT4. APVT6 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wail Stop 13 FC4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A.. H2.5T, H8, H1OA-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, H116 Header Hangers 19 KBS1Z Knee -Brace Stabiiiaer 20 1-30, L50, V0, L90 Angles 21 LCE4 Post Cap 22 LSW, LS50, LS70, LS90 SkewaOe Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2,1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablefSkewabte Hanger 26 LTP4, LTP5 T'ie Plates 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 28 MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rghd Tie Connectors 34 STC. STCT, DTC, HTC4 Truss Clips 35 TJC37, TX57 I russ Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Sea # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS:, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC525/3 25, HHRC5.3713 12, HHRC66 6 HRC1,81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU26, LSSU28, LSSU210 9 TBE4, TBE6 10 TC24, TC26, TC28 11 THA29, THA213, THA218. THA218-2. THA222-2, THA413, THA418. THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1.81/22, THAl2.06122, THAl2.1/22, THAI222, THAI322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W 16 TSBR2.24 17 VPA2, VPA25, VPA3. VPA35, VPA4 18 VTCR EM= Simpson Strong -Tie 2020 FBC Approved Products Updated. F r inks 1 r i I -K- or d eel n s to al SST approvals listed below, CIIC. HERE F FKr 3 For additional infomtatron regarding Florida's Statewide Product Approval System and Maml-Dade County Notice of Acceptance tNDA), �-,LiCK HERE. FL#1g456-R5 Sea # Product Model. Number or Name Product Diescriutiat , ST, BTB, BTH Brick Tres 2 CMST12, CMST14, GMSTCI6 Coiled Straps 3 C3/4, CS16, C818, CS20, C322 Coifed Straps 4 CSHPI8, CSHP20 Coiled Straps 5 CTS218 CompressionfTension Strap 6 DSP- SSP. TSP Stud to Plate tie 7 HI, H10A H2SA, H3, H6, H,Z, H18, H16S, H16.2, H16-2S Hurricane Ties 8 HGT-2. HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SOS1 5, HSS2-2-SOS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2. HST3, HST5, HST6 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQI6KTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LS'TA9, LSTA12. I_STA75, LSTA18 I.STA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12. LTS16, LTS18, LTS20 Light Twist Strap 19 MGT Medium Girder Tiedown 20 MS727, MST37 MST48, MST60, MST72 Straight Straps 21 MS7A9. MSTA12, MSTA15, MSTA18, MSTA21, MSTA24„ MSTA30. MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC4863, MSTC6683 Pre -Bent Straps 24 MST126 MST136, MST148, MST160, MSF172 Straight Straps 25 WTS12, MTS16, MTS18, iv1TS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA200-12, NCA202.12, NCA2x8-16, NCA200.16, NCA202-16 Bridging 27 RCW8121 RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1.5. SS2.5, SS3, SS4 5 Stud Shoe 33 ST9, ST12. ST18. ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 34 TB20 TB27, TB3Q TB36, TB42, TB48, TB54, TB56, TB60 Tension Bridging 35 TW610. TVvB12, TW814 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB106. WB106C W6126, WB126C, WB143C Wall Bracing FL#10531-R5 $SS,$ a Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector _ DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS, HGU525SDS, HGU5.50SDS, HGU5.62-SDS, HGU7-00-SDS, HGU7 25- Heavy Hip to Ridge Connectors SOS HGU9 00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 00-SDS, HHGU7.25-SOS, Light Slopeable/Skevrable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2, HHUS46 HHUS48, HHUS410. HHUS5 50110, Truss Clip HHUS725/10 Adjustable Tn,ss Hanger 7 HSLIR, HSUL. HSLIRC, HSULC wile-c hangers Adjustable Truss Hanger Sized for I Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2 HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU: HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCQI.81/9-SDS, HUC01-81MI-SDS, HUG0210-2-SDS, HUCO210-3-SOS, HUCQ310- SDS, HUCQ41C SDS, HUCa412-SDS, HUCQ525I9-SDS, HUC05,25111-SDS, HUC0610- SOS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12CO/2020 For direct links to all SST approvals listed tmlow. CLICK HEF_9. > For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA) <. ,n Hkn=_'.. FL#11468-R5 Sea # Product Model. Number or Name Product Description 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HVCQ210.2-SDS, HUCO210.3-SDS, HUCQ310-SOS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THGQ3SDS4,5, THGQH2SDS3, THGQH3SDS4.5, THGQH4-SDS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger FL#11473-R5 Sao # Product Nadel. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofirit Anchor 3 H16, H16S, H16-2, H16.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry FLI141496-R5 Sea # Product Model, Number or Name Product Description 1 DTT1 Z Deck Tension Tre 2 HD12, HD19 Bolted Holdowns 3 HD36, HD58, HD78, HD9B Bolted Holdowns 4 HTT4. HiTS, HTTS-3/4 Tension Ties 5 LTT19, LTT2OB. LTTI31 Light Tension Ties FL#13628-R5 Sea # Product Model- Number or Name Product Description 1 SB5/8x24, SB718x24, SB1 x30 SIB Anchor Bolls 2 SSTB16, SST820, SSTB24, SSTB28, SSTB34, SSTB36, SSTBIOL, SSTB20L, SSTB24L, SSTB Anchor Bolts SSTB28L FL#13872-R4 Sea # Product Model. Number or Name 1 CMST12, CMST14, CMSTCI S, CS14, CS18, CS18, CS20, CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, MSTI48, MST160, MSTI72, S/MST27, S/MST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28, HTS30. HTS30C 4 LSTA30, LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, M5iA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUSH3.25, MSUBH325 7 LTP5 8 LTS12 LTS16 LTS18 LTS20 9 MSTA30, MSTA36, ST6215, ST5224, ST9, ST12, ST18, ST22, MSTC28, MSTC40 MSTC52 10 MSTC66, MSTC78, STOnfl 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 SfB1.56, SIB1 81, SWO6, S/B2.37, S/6256, Si62.68, SB3.12, S/83.56, S/B3.62, S/B4 06 SIB4.12, S/84.28, SlB4.75, S/B5.50 13 SBA2.12/8, SBA212/10, SBA2.12f12, S/BA2.12f14, SIBA418J8, S/BA4 18/10, SfBA4.18/12„ S/BA4.1&14 14 S/H1A 15 SIH08S, S/HD8B, S/HD10S, S/HD10B, SfHD15S, S/HD15B 16 SlHDU4, S/HDU6, S/HDU9, S/HDU11 17 S/JCT. S/HJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 mil (20 ga) Bridging Connector Lateral Toe Plate Light Twist Straps Straps 54 mil (16 gal Straps 68 mil (14 ga) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangers Product Descnptdca Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hanger: available in widths ranging from 1-9116" to 3-9/16" and he ranging from 9-118" to 23.15/16' Face -mount hangers Face -mount hangers availabie in widths ranging from 1-5 3/8" and heights ranging from 5-5i16" to 12-718". Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging t - - 118° to 5-1 /8"' and heights ranging from 4-314" to 15-3/4 Concealed flange version (HSURC, HSULC) available fo double 2X and 4X models; only acute flange is concealec Face -mount hangers Face -mount hangers available in widths ranging from 1-9 1/2" and heights ranging from 2-7/8" to 19-1/4". Conceale version (HUC) available for all models having width equa greater than 2-9/16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated' r c I T �. �. f� R Far direct links to al SS royals fisted below. _ -, For additional information regarding Flandas Statewide Produa Approval System and Ram-Dade County tyNotice of Acceptance dOA) 6Li! HER E. 18 S/LBV1 56, S/LBV1-81, S/LBV2.06, SILBV2-37, SILBV2 56, SfLBV2.68, S/LBV3 12. Top Flange Joist Hangers SP-BV3.56, S/LBV3.62, SILBV4,06, SJLBV4.12, SILBV4.28, S/LBV4,75,. SILBV5.50 19 SLTT20, SIDTT.22, S/HTT74_ HTT4, HT75 Holdowns 20 S/MST60, S/MST72 Straps 118 mil (10 ga) 21 SP41 SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC,DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLO13904-R5 .,U" Product Model. Number or Name 1 CCQM3 62.SDSHDG, CCQM4.62-SDSHDG, CCOM5 50-SOSHDG, CCTQM3 62.SOSG, CCTQM4.62.SDSG, CCTQM5.50-SDSG, CCCQM3.82-SDSG, CCCQM4.62-SDSG, CCCQM5.50-SDSG 2 ECCLQM3 62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3-62G-KT, ECCLLQMD4.62G-KT, ECCLLQMD5 5OG-KT, ECCLRQMD3.62G-KT, ECCLROM04.6213- KT, ECCLRQMD5.5OG-KT 3 HGUM525, HGUM5 50, HGUM7-00, HGUM7.25, HGUM9 00 4 LGUM26-2. LGUM25-3, LGUM26.4, LGUM28-2. LGUM28.3, LGUM28-4, LGUM210-2, LGUM210.3, LGUM2104, LGUM46, LGUM48. LGUM410 0 HA3.12f9. HA3.12/11. 5 MBHA3, M HA3.58d9 5 M HA356111 5 MB 25, MB 2 . 56l7 25, 8 2 B ".5, MBHA3.56/11 88, MSHA3.56/14, MBHA3.56/16, MSHA3-56/18, MBHA5 50/7,25, MBHA5 50/9.25, MBHA5 .50/11 25, MBHA5,50/11,88, MBHA5.50/14, MBHA5.50116, MBHA5,50118 6 MBHU3,56/9.25, MBHU3.56/11,25, MBHU3.56/11,88, MBHU3.56+14, MSHU3.56/16, 1 H 1 MBHU3.5ti118. MBHU5.50/925 MBHU5.50/1 25, MB U5.50/ 1.88, MBHU5.50t1 4, MBHU5-50116, MBHU5.50118 FL#13975-R6 SSea # Product Model. Number or Name 1 SDW22300. SDW22338, SDW22438. SDW22458, SDW22500. SDW22600, SOW22638, SD 22834 SDWC15450, SDWC15WO 3 SDWH193000B, SDWH1940006, SDWH196WOB, SDWH1980OD6 SDMI91000DS 4 SDWH274000, SDWH27600G, SDWH27600G, SDWH271000G„ SDVVH2712000 5 SDWS16212, SDWS16300, SDWS16312, SOWS16400 el SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, SDW'S22600, SDWS22900. SO'WS221000, SDWS221100, SOWS221200, SDWS221500 7 SDWS2230ODS, SDWS2240ODB, SDWS2250OD6, SDWS226WDB. SDWS22800DB. SDWS221 OOODB 8 SDWS22312DBB, SDWS22512088 9 SDWS27300SS, SDWS27400SS, SDWS27504SS, SDWS2760OSS, SDWS27800S5, SDWS271000SS, SDWS271200SS 10 SDVVVI3400 11 STN22 Product Descnotion Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Descnption Strang -Drive SOW EWP-PL-,and TRUSS -PLY Screws Strong -Drive SDWC TRLISS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interor Grade) Strang-Orrve SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strang -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Neale Washer FL#153t1-R3 Sag # Product Model, Number or Name Product Deseriotion 1 AS 18. AS 18S5, AS 18S6 18 ga. Truss Plates 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 ga Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 Sea # Product Model. Number or Name Product Description i ET -HP AdhesiveAnchor tot concrete 2 GAC, GDP, GDPM-50, GDPM-75 GDPM-100, GOPS, GW-5Q GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PITNW, PINWP, PINWP-W PDPAWL, Powder -actuated fasteners, threaded studs, and assemb •:: PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor tot concrete N j CD U i -a Simpson Strong -Tie 2020 FBC Approved Products :r't r� a: Cl) Q o 2. Fr, li ' -r:k> to 1 ::T cpf, ,:ols linle,d l elo,. W �1 (U LLB f: a �1 .;t.Irui,JckuX r,-u.:is^sW.r.ru1'drdn,r L:, J,_:.:,tury dal, m r,t Atr la ,fin ,. ♦1 CO4.5 e,oafable ^n ,}i�dt-s ranging `ion, 'I TJS'" to :- U cu W v, a 1`,egh's cit,7rr- -:1t to! 1' Cor,ene.:U�a � � V' ICU er. on 1,U 1- 1 .I:Iv hs -•:ng nndtr, eq,ra! to or O _� greaterto W1 D 2 O 1-a::e niv h:+l qe a ilaLle n vldt`,c rar-ging from i"7/8" to s- cl C 8'a c cyhts aa_r ,f,c,, 1 -- O _ 1 :., LI is-SLr ,1 J�7 SUS Face.-mi rhnr,eers ICU cc)ICU 1.1 11:4 II II? L.-- Fase-m her:. , `V l 11 - : Fa. r,_rtic r her y -VJ -0^' E ^O^`` O Face - , hacc .. a labia n vidt-s r3r Bing Frn - ' 906" to 4. Cn W L d►Z -'a o e.ht=_V cf-�m •o" en O CQ CU �r-tn h;u-,� ar-ging fro'.- o+15'tC. _ -::a lath i ..rafts i, _ ;a c ^elC,IIts :,.r r, f-,.:nl r, 1-1!, R, lo'u,1-,: - ,u rI $: IJL =: JRC -a ILC. send hay-.gere _ ^. __ e�n,ed face--b• ..t haa,.cJe,.� a ai"orb^=_ :n vrdths racaing from 4 :roe i� fro -ore clew• '.�i K _.,�L;a+aifabe f rail daua,c 'X arc ZX rr;;r--e! e, _il 1 n:Je 11 cealec F,a: e-n .r-t h�rr_ - s,a dal L- n •.,dt =5 rar _Dog flu-'. .:+;1f' to FL410 67 KG Product Morict Numbcr or Nam€ Froduct Descnptior, or `lame h,3 ?e ,-„ ii. ;>I- n ,:J:`rr. n--ril br,r - -"a.. ••.r:^fits :.,.,rr, 1ip:.-.'_ - _- ri-...!-•..c_1-r` Toprlangeha- i& raia_,ie n,.•�:14_,�-r:rlv:'igfrom7. tlangv h'- „11 1.de Ir ^�J' �• r1r.:il pollto - _ -_ _ ,_ af- ';; 1- aanae f -' �e - aia.,le n 17t�- r n.:n:l f•or- C.: b� 3. - _ _ _ - rr.,' ..a.<. i oI' �hai,ge hay _e . ,i ;:.'I• ii r. --i= f -n._-rig hom _ �.. tr a s -e-Hhts . rc fr i 1 Tut,'Tanleh , ,i'r:;b. i ai`-:= rang,nl frorr '. `_rt. b_?. .r.,4, d e:,ihts� I" a t-err 1, 1 '4''=r 3='. I ,,dal= �n-a-*c I=:;1�• n �r f._ ,r:,�i-,-r.m''-I 1 ,o ,na hP:gt't -,-c,n:; f:rn, Tnn -!any& h:,` c-s i i , [� n ran,n.j t on-,- 'rt:" a.,U_- yir. r -•1er� 1cp !long h=�_:e_.. q:,I� n ^F..f:•, ran, nItrotr $adder,r:angarsa^aIaLTIe n md4hs-angim.c,+ram:i-1'4'to8-71b' and heglis:�-Zn^f: can 101 t�^>~': Top. Range ha,ge , le ii r Jci ranging f-om P '.!4' t0 8. 16' an ^.e-;hts r2-ig rig from' 1'_" Tap flange ha qC. oracle , ill Lis rann_ara f,or, %'!4 tc '!8' and seght� .- ,e.-. ,yes 1 or, flange h.=:-ce• .i:•ai a-,!e n wJrile ran;.nq from 2 Sr^6' t-c 2_ 11 cII_L`.:i P• ye• .>:: har,le`s Top `lanigc joist had r_: s arudable n e'ndth's r'allgong `rc - _ "?8"'c ,.911 W anrt „e h_ r ,ginl rre,m', i,f; ta'13-1i8" 'I P_ITF I I T-= -c,, ; hangc.:= Top and e_htn•--,_r.Ct•.n r to ;;or:eaiedtanc€ -'e,,on (F*Ul-h i a a,.aole `or al... n rnlr=s h :.not :vdt., e ual'_o -., greater tear Top `Iange h.,':g - i; _,i a-c+le n ,va-is rsn.,,rrq frern LL 118':anc -e •dhts' , r1'.q. fic;rn o-. ?`''7 TF.' 1 'fe^JFH _e era ha ic�re Top tlawle ha-gf ,ai,lable n r -dnr,S rarnJrrrl fTow'-',16" To and "eights 1 ..I,i} fro rn - - -Ia Tip `Iange h2,-4e z a: i a_>Ic n ^ J-_n= ran.+ng hom 6"'c. _- eta hts a-r r: t-ate 9 1'• - t 1" .-F:aP'lange ha,=.?.- ::,f inlr- n ^.=:hint IG' am h&.g fit ,ore 4'r,q fro- ` _: _ ._ _ 1'4' Top flan, I ha->~,c , ..+f ale n ,vJ^i of _; 1d' arc lieg fits Simpson Strong Tie 2020 FBC Approved Products 1 t 1 r :r 11 rk5 1:. -:T ::1'i I; I,ctc l '.IL :'�- r; r1he51 4i.: `tar �,n-�rr. t✓� d , 1 , 1 Sir t3<-.1 . :_ ... leo 1, „.(.!-ro -. it co- ;-Ftr I,ailahle n I r- i - . ; - )-- -, -,',.. � . i. �. :..=;. H, - �.i:>;, THE, _. . HI) T!en HD H...,-;-, . '.,I, -r -1 c o-'r .o.,c�ete s+a masonr; c+: ar sole •:,•Pf f ?: 1. c: I.. r 'Oeel 5-J 1 ipes 04 a -id 1r, cram -lases. ste=! n •. i`i, ,,-_. n}P;^....r,k head „ :-nrhr,-. s-Pp :rind rF` , eta Me- T to�, - F- - . ; is h'r :-HCi; `"-7 R:; -HJSUr,"=RCi TI-n HFG T u:ade F _c -ui: ,o^ ccn,:rtte 1 J,r., -i. ..,,.. -1 i.;d Ha•,.,7„. I �:7E..a15£++Nl-'7 1 HIi^721'%RH l rtr"r HD T -eade-i R to Hnny fir cn,,Mo Ili ',1'+'e,:;7 �,6 t:'✓r"r 'J:°cage-44 ?.n 'ior -o" rr .,,3 . FL#16230-RB Ste# Product Model, Number or Name r, 1 " PT -HP 1 �te , :.,. --rJT, FL#'IB837-R•A 5er # Frodu [ lodel. Numper or Name ''-_T1_:.^; < j114_':1= 4.,A, I-.-.'- '.14 1 -',1 1`1_93_32 J-RO Seq # Product Model, Number or Name T -11C S.t..tr., l '!- 1,)4_ ii18. Fa_�� :4elpli; `,K.'�h^, q rC ',825 i_ •:1.r.1.-. ;C,,,-l<. 1:�4":.;':1.�1_14. X�1Ei2'4 .: :K. Xr: , ..12=.. :�� et+.:"_'.;.`_:?:. -.j1 _ 4 XQ114E ,_- =Sy. XQ112S1224 X_! -_'612-2 -_'K X.14o101c SK. Xi F- X,1612143.`K Product Description Li-XPHigh _;treri:;t,ArO, :±',a5,o.efor roucrete::rmaso-iy FT -Hp Fpnrp Ad:-.e,a^re fn• masonry' . t.T-X. f St,,-.3- "ko• ih....ia^f-.. ,cSQnrp' sdgz A; cl^o nasso p 1 .tin 2 Sc w :,.,•, he Co eta T4,,r1HD H�.i; v C it; S, re.., AnhL, rof,�3 ,tete et•,,riab'e n 3,4 cr ?'c s.. nle- ,-•e n t. -ex her anc.,: sla r=�.; s;ee wMi, cc,un rs to unY mead T.tsLLn T 1.,. �crety i,nc:he.r fu carcrate c1 masonry Product Description WC 16 Strong I- r, L`=':+I _I _! •flay. I npipmq oral- NtY &, FrG�ont t :_ ._w _.r^•ra{).. - •iL L+ce e,;d f:'et-, `:•eGDrrI v c T:ao;3i•-g ih Dnl >id :-: -. _err tP -.c�r as : tier r-leari 4 L- e 1`111- I Lim aJ 1 et,: tef Lrdit, 1:' e_i,., -: C a )e1Er He, V.- if l.�i.. r1 T:ppm:l & rc ,r..'IV- tr . L;.I; �c nt - - :,-:•,i I', ir- it-.-Y'11:r-_l. app. ll �c -::•:r, t-eti DM -o'nt Product Description Gwratis F an?rig C I. 3siul Cca, rc-J;Ci E;c_,ssFrann�aF,:_JC�Ip'_ #' J 1 d •t- A'12 ' d ,'7n-;-'_ +r =f Ham, Fr6rnn'r,�'." C F-: Ste' -gel F 3rnl14 ,-n Ac k era •Cne " all ; o tcr L'r'Pa_5cF=1:,Ins7r7- E VpaW rran.ng ICo ncct3r H. ad of unf3.I tdHre r, -. r-, •;Ro. _.ee Jol", ccn,le F ✓Pass Frain:n, ;P i'I.r, !414: ro-i.1-Dr- e ALSHS•:.u.dered Se-Drtw,g T3cp1•rq #'10 16. 41 "'-14 an .".1 2 _-4 5t•ona-Gore X Meta- Se"-L•r liirg Tapping Scie:r, Ct 2 8 702i Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 w('it W C 0 V O 10 > CL CL O V � OMca W W Q Z Z Q J SHEET N0. PA 102 -I--# tti QD c- N -Cu �... 0 L a) IrLa� a o � C CU - .�QD C O O t� O L.L C -- CU p > .� D Q � tL H .� Cn Q r N 1 �. �--r O > O lL Q Q U O U CU O L� w Q z z Q J tl SHEET NO. PA 1 a M� �►u fLli-DAB? tit-:ar_- PGT Industries. Inc._- i PRODtC?CQVTROLSECTI01 PG? Industries, Ittc. tt�ossw�astt !ec ttc+octa _a NOTIC'EOFAC�CEPT_-t�CE:E�iDE�CESt`B�IITTEU �t�TI[ 1 t-►t :�'+'+ .:T�-IftF�.c F�tT_.l�if#�I�1lr .��g B 7►aiG t�SQ si'�4GE5 $'RER) ixt • i-_^� a Bro.�eD:t"�s°Dc D ,+�D-rsr�►?t9a�tD� �sro� �i�ac3ts-4sto �•t�its-_�� CaTICE OF ACCEPTANCE EVIDENCE SUBMITTED NOTICE OF �C C EPT:�1 C`E {ti 0 �►) 1. Evidence submitted under previous NOA A. DR_�nZ\GS B. TESTS(coIItinueci) .._. _ •-- _, �_ - _ __ . PGTIrtdustries.Inc. 1474 Ttchnt>io�- Drive, 1. hiantafat:tts die drau-iIIgs and sections. -•. Test repL�rr on 1 j Ate IrafilrratioII Tit. per FBC. TAS ?U �-al Nortltt`enice.FL3��7g Stibtrxinedt,`rrderl'O_I.'�n.11�'ilU'.�1�1 'jUnifortitStatic°Au-PfessttreTest-perFBC.TAS_'0"'-9� f: =1_�I1.�.1_�Lt-FRf'IFI+_.�-Itt� . :SC.QPt:, ,. r ., "Vinyl ; .. _. Drawing I4o_ 3,iD-:'� � 4.4. tilled Sliding Glass Door :`�CI:1 ILI�I) - sheets l 3• � � 1-�, _ � Water ReSt.st:tIIt.e Test, per FBC_ T_4S _0_ . -i. �h _ This NOA is being is -sued under the applicable rules and regulauoa�s g�ace�mg the use ofcosn�tn�ctaoa materials. The 'i, � ,. t ti. through _ � of _ 1. prepared b;� aalttfac.tttr_ dated . 0 +�...1 � _ �� Ftl� re .•tsgon � dated °? _ - -t � Large litss� Impact Test per FBC`. TAS _O 1 S�� C's ;tjt� bits*�� 1'i C �._:fL'[=st' :sti :i •:':tE�l: last `�� t3i114y it r :ltit �.1 ,;t 4 ,.t �_, ' � 1 �, "� • documentation submitted has hero reviewed and accepted by I1+iiami-Dttcte CcxutryRER-Product Coated Section to t}�. O5� 17- signed and sealed � � L vm I<lill�. P. E . `) C'yClic V►'iIId Pressure Loading per FBC'. TAS ?03-9� be ued � ?Miami Dade County and otherareaswherr alio+>`ed by the Attthanty Ha4iag Jurisdiction (AHJt. `1 7 4) Forced Efilty Test. per FBC. TAS _0_-9-1 rYlt�i_IE �r` `t:� -:`t:! ..`•E ThisN01#shailnotbe �ar<idaRrrthee�pa�oadatrsiatedbela�v.TheI�Ftami-DackCouutyPraductGoa�lSeceoa B. IEST:S along t�ithnlariced-up dsawt�tugs artd instillation dial of vinyl slidwg glass door. prep 1.111.�tt+i lt_ lit et w[i��t�;•=; �;'�c►tt-fit itir�, F�twir:f 1''��C Lxtt-Rt3ivut f�>t h4iarmiDade County) and`orthe AHT is areas other th��wiatmiDade Curnty reserve the right to have this . - per -' 1�t-1.: . TAS _ . _ -t 1. Test report on %jtJntforutSiaic,�i'Prtye Test. FBC�� bv - - Fenestration Testing Lao. inc.. Test Report No. FTL 8��i9. dated 11064 �. signed ant 1� tt:�.a+, r, .ittti Tt��,i�t v . �::�sci r-p ; n�t,� ° tit � e,�.t�. - '� -- _ ormatessadtesterdfor ua assarance a o.Iftlus tsrmater:,alfails to erforntiatheacce fed product 9 �Y P rF product F F per _ -) Large �� Impact Test FBC. TAS _0I 94 _ �, . ; •s- � wiled b_s, Idahnts C)nega. P E. (Test report rewired on 1_:D� 1 a aIId 0_ I 1 l6) . - - ... �,. ,. . _ ., �...:. �t �. e. �, �.at_ta,c� .1..t•... aaaa*��', tlatmaa�dures'vrillincurthrea�x ofsu.chtesting and the AHJ�o�aryiaasuad�helYrevoke. a�odifl . or 3) Cj'C11C �'ttd �'feSSltS't Li�af1111,�per FCC, T.'�$ �'i)3-94 6 Test fe130rC Ofl i)!iltInfiltration Te�1, per FBC. TAS 2(1�'-9-� }_;i rlt� ei t_ E+t�s� tpltllifc'� �,>Y �.:1liiLt:lip=€�1! "�-!Eftµ �'lE^�'fi� P� �. F:i:uEti!i" LCI1�c:}+?Eta ft�3 suspend the use of sash produce or aiaterial withffi their jurisdiction. RER reserves t2u right to resoke this along s with -up drawings and iIIst:ttlation diagram of vinyl sliding glass door. prepare:! ,• t � �_ _) LIIifortu Static Air Pressure Test_ per FBC, TAS _0_ 94 to tits-l�, a and L}��ai � �_�� j �? : • ' � . e _ ;�a.i� n: acceptance. if it is deterstiiaed byMiam�Dade CatiatyProdtseeControl Section that this product or material falls to y t' n Test No. FTL 8717' dated I? 0�? 15. signed and b _ Fenestra t� Testing Lab. Iic Repot - � 3 Water Resistitnce rest. FBC. TAS , , _ _ _=:�.1. ,1:".•: ' c5 1 1 _ .. � �.t�n _ _� . meet the requirements o f the applicab _0.-94. QD C_ to —Cu CL) > MIAM MIAMI-DARECOUNTY 2 t2 = 0 PRODVC,r CONTROL SECTION Cast -Crete USA, LLC Cast-Crete USALLC , 0 L_ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Room 208 CU - BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1-(786)315-2590 F(786)315-25" NOTICE OF ACCEP,rANCE: EVIDENCE SUBMITTED N-OTICEOF,ALCCEPTANCE: EVIDENCE SUBMI'TTED 110', M, (D (ID 0 *-- Cn NOTICE OF ACCEPTANCE (BOA www.miamidade.2ov/economv =3 cu -CU (1) -0 Q I. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED LINDER PREVIOUS APPROVAL # 12-0209.12 Z ,gill H 1' 1- 'R f I k PP 4? 0 k!. 11-W 3. 0 (D Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS 0 CL 0 Seffner, Florida 33584 1. DrtAving Alo, FD4612, tilled "Precavi and Prestress ed Lintel Details ". sheet I of 1 1, Drawing No. 1194612, litled "Precast and prestressed Lintel Details sheet I of 0 UL. - - M prepared ky Craig Parrino, P E., chiled,41arch.24, .700.3 andDravvingiV'o. 17=4012, titled • 1� prepared by Craig, Purrino, 1. E., dtiled.Aftn-Ch 24. 2003 and DraWing A'o 0 40 %+- CD (-) > SCOPE: •NOA "Cast -Crete 4 �', 6" & 12 " Lintel Sah, Load Tables ", sheetv I throqgh 2 o(3. prepared by dated 2N, 2003 boill LT4612, tilled "C �I-Crete 4 � 0 " & 12 " LintelSqfe Load Tables sheets I a k'� ct�,� -0 E cp 0 %_ (D This is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino. P.L., dated Xforch 14;4, 2003� last reviston .41 Aprd throt(�h 3 ol'3. prepared h V Cra�g Parrino, P E, datedA,larch 24. 2003, last ...... M (n CU The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control draivings signed Craig Parrino, P.E. gned and sealed h revision dared larch 11, 2008, all signed and sealed b.1v Craig Ptirt-itio. P E, on C_ CC; 40— C-L U) Section to be used in Miarni Dade C County arid other areas where allowed by the Authority Having Jurisdiction (AHJ). B. TESTS March 22, 201-1, 1. Test report on r"i testing on 4", 6 12' Precasir Concrete Lints 'Uled and This NOA shall not be valid after the expiration date stated below. Tbe 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 -flexural Unfilled1lodels, total of (13) concrete lintel specimens, perASTAI E-529-9-4, Prepared 1�y Applied Research Laboratories, Report No. 30404A, dated 04/1 0,`03, signed and B. TESTS 1. None. C N this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed b,, Christopher A. Manion, P. accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, C CALCULATIONS 17 IIVV�; 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 C. CALCUILATIONS L Calculations or Casl-Crele Lintels, dated 05/29/03� 20, pages, prepared b v Craig 1. None, D. ASSURANCE „SS I1ZA_NCI_, ,Y fails to meet the requirements of the applicable building code. k Rew-TL� Parrin(E., signed and sealed by Craig Parrino. P. E. QUALITY jit y Affairs, 1. By Miami-Dadc, County Depwriment of Permitting. Environment. and Regulator -S. 2. Calculations for Cast-Crefe LinteA, dated 05/29,(03, 140 pages, prepared by Craig T), 1A, LRTIFICI IONS 1A R This product is approved as described herein, and has been designed to comply with the High Velocity fluff icane Parrino. P. F., signed and sealed by Craig Parrino, P. E. E. MATERIAL CERTIFICATIONS Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,6" & 12" High Strength Precast and Pres, tressed Concrete Lintels D. MATERIAL CERTIFICATION: "Precast 1. Quali�ySyste?n Afanualfi)r Cast -Crete Al'achine Made Precast Lintels revived on Mai 1, APPROVAL DOCUMENT: Drawing No. FD4612, titled and Prestressed Lintel Details", sheet I of 1, F. OTHER prepared by Craig Parrino, P.E. dated March 214, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. I. Letterfi-oin (.asl-Crele (-Orporation, &ited Februat�y 03, 2012, signed andsealed ti Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Qualily,�yslenj Munualfir Prestressed Products dated 2002. kl,, Craig Parritio, P.E., certiA,ing compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E.. on January 22, 2019, all beating the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 Edition, jL[,*j) _'Z PP date by the Mianii-Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 13-0321.07 MISSILE IMPACT RATINC: Large and Small Missile Impact Resistant 1, Drawing Mo. FD4612, titled "Precast and Prestre%-sed Lintel Details", sheet I q/' 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with (lie manufacttirer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated larch 24, 210103 and Drain Na. L T4612, filled " ". 'w 1. None, County, logo. "Casi-Crele 4", 6" 4, 12 Lintel We Load Riblcs .sheets I thrntigh 3 elf 3, prepared hi Craig Parrino, P. F, dated March 24, 2003, last revis ion datedkfarch 11, 1,10 08 19 B. TESTS ul RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product B. TESTS 1. None, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. none. C. CALCULATIONS C. CALCULATIONS I None. t R %I I- product, for sales, advertising or any other purposes shall automatically, terminate this NOA. Failure to comply with L Arone, ut r il,; J, Y any section of this NOA shall he cause for termination and removal of NOA. D. QUALITY ASSURANCE WV", ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE L Ly Miami -Dade County Department of Regulatory and Economic Resources (RER). the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Buddinu Code Compliance Office - be done in its entirety. E. MATERIAL CERTIFICATIONS INSPECTION: A cop), of this entire NOA shall be provided to the user by the mantifacuirer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. shall be available for inspection at thejob site at the request of the Building Official, I C j k CX 1, Cttn This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, F -4 and E-5 as well as approval document mentioned above. e 11 Win y A. Makar, P.E_ M.S. A lelmy A. Makar, P.E., M.S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. P ro&'ct Control Section Supenisor " Prixruct Control Section Supervisor NOA No. 20-0630.15 QMMMMOAMDE W NOA No.20-0630.15 NOA No. 20-0630.15 No. 20-0630.1; Expiration Date: 09111/2023 M Expiration Date- 0911112013 Expiration Date: 0911112023 Approval Date: 08120/2020 Approval Date- 08120/2020 E I Approval Date: 08120/2020 Page I - F,-2 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. L None, B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS L None. L None- D. QUALITY ASSURANCE M QUALITY ASSURANCE 1. By Miami -Dade County Department qj'Regulalory and Economic Resources (RER). L BY Aliana-Dade County Department 01-Regulatory and E-conoinic Resourt es (RERi E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L Alone. 1. None. F. OTHER L Compliance Letter with the Florida Building Code, 2017 Edition, issued h5, Cast- F. OTHER I. Compliance Letter with the Florida Building Code. 2017Ldit' ; on, issued h.1V Cusi- Crete 11SA, Inc., dated 08108117, sig, ned & sealed by Craig Parrino, P. E Crete USA, Inc., dated 08,/0817 7, suited & sealed bye Craig, Parrino no, P. F CD 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS Compliance Letter with the Florida Building (.a le, 2020 - I (i .,y ast- Editio 7 issue b C Crete US.4, Inc., dated 06,'] 1/20, signed & sealed b,v Craig! Parrino, P. 1_11'� cu QD C_ 1. Drawing No, FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of > prepared by Craig Parrino, P.E., dated March 24, 2003 and DI-Mving No, L T4612, titled "Cast -Crete 4 ", 6 " & 12" LintelSafeLoad Tables", sheets I O through 3 of3, 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 2 .1anuary 22, 2019. B. TESTS I. None. C. CALCULATIONS < 1. None. D. QUALITY ASSURANCE 0 L By Aliarni-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS OCT 2 8 2022 (1) L None. F. OTHER —0 Cl) CU M 1. Article qfConversion for a name change. O V Virtual Review Assist, Plans Review completed andInc. approved It, LU �C' �,�elmy A. Makar, P.E., M.S. HeInty A. Makar. P.E. M.S. for compliance with the 2020 FBC 7th Edition z Product Control Section Supervisor Product Control Section Supervisor by Debra Anne Ktahr PX2300 NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date. 09/11/2023 Approval Date: 08/20/2020 Approval Date: 0812012020 E-4 E - 5 tZ SHEET NO. May 27, 2022 J PA 104 TILLIT TEa4TIM A iEWINEVIRIN® CTCSMPAMY WA' TFla A T"H_f-tT, tk . PF " : n t_w.., a arrt "I RR4D�IC'T AfA1-uA'i�0�1_ REPORT No : 20-0728.01 DATE- J'uy 2fl. 2020 PRODUCY CATEGORY: $t KW* PRODUCT SUN -CATEGORY: Sta"Par*b PIROOUCT NAIII 20 GAGE GAl_VANit M SYEEL STORM PANEL MANJFAC'JlI (A"ArolectionProdu LII 48W S,W, 51 Str"'. Davie, Flor4s33314 1_]RIJ POSE _OI FVALUATION: This Is a Product Evaluation -Report ISSILI Dy Walker A. TBllt, Jr„ P-t , ISymem ID to 1900) to the Global Protection Products. II Rule Chapter No. 6TG20-3, Method I of the Florida Department of Business and Professlor►ai Regulation. This PMdLCt is t16" ISSUed an eviiialuartlon Report as af#salIlied her. tz, and has been verfled fix txtltrritionce in accordance with the 2020 Sevendtt Egon of the Flofoda Building CoCe, and to verily that the prtad,ict is for fte purpose rgarldod at 6t3asl equivalent to that W aArrid by the Code T-nis Product Evaluation Roon shall 3e sul ocl go tevilgvv and revhdon in pm of a Ru tflstlg ^ode chartryc that may affect Ica CaTtitations and editions 2.. EVIDEN-C NMIM1wTTED: p 2a1, PROVIVOT "ALUAiTION DOCUMENT lit&M . DraAha is 1 thru �7z&t prepared GAGE � VnAN ig STEELorby � 1. and sealed Walter Tlllit, Jr_, P.E,, dated 07r-812020 Trtis drawing Is on integral part 5 Ev fiction Repom EA A1 . �!�%ep `hLi .�:- � 1111' " 6i * = .�otI .A�r ON!.S.Wif;sircci.Sc305,�%fwiFhakb't31 •JUee:(W-)1t11•15.40- o �K1 = t Pitted Xt'-%LLA1tr__l±_r3►i' Kj..T'ii.�-az- of. 22 TEST REPORTS: Large rrrissile nlpact wid fatigus• load less "re 4t8rfolmftd udder Protocollr TA5 201. 203 as per section 1626 of one Florida Burma Code. Unifolen static inside act por TAS 202 PItotocol Ttst rrponls txepama by Hurricane Engineering S Test, Inc. Repor% Ir 9t3.5ti9 dad O&CfV199F,, p98.5""70 dated W,ll tit , 0516-T30 dated OW200096, all three signed and sealed ^y Hector M. Madma. PT , Fam tratian T"barg Labors". . ine, imports # 2032 dated 04!rfIVID and m 2126 dated 10h)W1998 witnessed try Gliber- Diamond, P.E and Report No. 0219.01109, dated Marmh 4, 2009. Signed and sestradd by Ednundo Lixgaosm-4a, P E. livid Homy Hiat*m, P E Terissle I rtptart No, 9CM-197 Dy OC MetaIlLirg I, Inc., sated March 13. 2OD9, signed ant sealed by Frank Grate. P E 2.3. STRUCTURAL ENGINEERINGGALCULATIOINS: On 20 Gago GSivarliaAd Steel Storm Pa" for maximum pane( length va- dirst4rit mind load, as weli a! friaxaruim ;+Actor spxlrg vs design wind load and Pianist length based on lational and' CzAripwative analysis. and :r accordance with tectlon t616 of the Florida Building Cads Calculations Prop by T',llecn. Ins., dared 11103oW and 03f'.'115, signed and acalrifit by Walter A, Taint, Jr„ RE 3, MLSMIX- NP_ACT USISt.T N,CE, Large missile Impact driller section. 11926 cal lit(: Flor da Building Code. as per TAS 201 Prolocoi 4. WINO LOADS RZ$ISrTANCf_ 24 Gage e Ga var+lzetl MtnrI St r rrrn Panthas been vorieled to sustainsustair win d 7r(sso,ims. Marur um -anel lnngtti shall btu dr, I 1.atrld on sN*ta 8 10. 14, 15 15. 19. 25 and 26 Ol 26 0f Product Evaluation Document (PE-0.). drawing No. 20-175 Maximum Auld w Spacing shall be as Indica trod on shots 8, 9, in. .1. 14, 15. 17. 16, 19, 20 25 Lard 26 of 26. of Product Evetuallon GoicurilI (P.E .) drawing No. 20.176. �t. INSTALIATIC.AI: Installation shall be wormed strictly in accordantco with details mcicated an sheen 3111vu 7, 110 tivu 20. 23, 24 arid 260126, of Product Evithilautin Docunlem. (P.E.D.). drawing No. 20.176 Minimum sepafalton to glass shall be as end %beats 8, 14, 146t 25 and 26 of 26 of Prod,act Evaluation Document (P.E.D I. drawing No. 20-116 1 t ti.Li" SF wl;- Ass, �..-dd el._, IF e'I' * y •[. $iRT[ IN ' O, ""'! t?a tt . 'L r� �w��it i'L , 2a , a 11 - (.1"A. Fri lwl: wr 4rrz.4 i_'aR Tr1�.^,AI�'tT' t^L "rf ^ 04:1, v°WILV C" so€b� 004" If'_"`;` ate• •-t 1 111 Niiv FM C'.:41T4: VOIL_. W-? A% "'Wla aF Ir'04 III TP 1$A& '-4 00W -.KtIf t OWO 5-c- "Ma.,i -t, a400 %"A* nif r,r; pgw;e. rAt,A10. !-X',WWl -t iti ,-1 attr .!-tt�'"ff ftW Cow0i ww'-T .. AW.-IOPAM AL IR a6 W*-O dV 14 Y1) MC a. q='I £'..wla_t .r'" It a-.«'- t'--• tiT.Twr X 'If rltidi p4.bw, C(XK is `L lk'AI_T 'WkL M-i£fr--41I :-...tiro WI ` :14-'fa a..[ 4-'J•2Tt dire WTlWV": it R# :!C'4t •E•Sr W. •t�lM .i>ia�K£ t*f - ', f # ta?Cc� aTa[aaR}.-. A> toot/KT;rK9 1F ' • a I![.t:ts -'C VIV a WAD 1R1D .A Rt>fi-+^ tr1 74 .1,Tsr5i lo% attar 1.4T11 illt `nflp n: K Difilw]iC M.' , -.t a<.aw1]raK rLM�[ c +e.�- rW.V.rt n,r r.t `tt, % ..per.. ay _,5 ,,Mn� C f:-s`: ,;.n C P r••i-v.. Z . 1.arf•i1.wa11r• 1.,C.Or .4-(rat VA%l Ail 1 I. Awl •�Y.w, .qt fBTtz .tiff a,A.atft (.1I II ' •/I' tip tcpnm KA as pa j OR. c+.CS•wst aw^awv3 F:•'t�a 4'+ tNtT'T r ftw•J •D a• 1% It IS JI f"^� • a-.. if•' wn,s 1t st .'aNrWP.:TTr tea r.c w' rrv. t<'• ws T a 'III t'AwI _r J' W . 1'L`..'1ow 14 QUA 'tit wlf..ie L. -.W" r#tffA ,r e� i-J. R OI'rr,tiw. Kif ,. 1.a '' -, 4 g. ff.rW.W llIs"11 tl1, rr,11i4ANP IYdM .44;i #°A"L' +'n t:Rt'RC,ft AM f kOM YYt: W 1 ' ' ✓sr. .• r:1a t,:-' ►.A LL001 K:+l � is w1.A itys6^"i Mr 'Ktr M` Gr Of �r ,t1 5rAe #( rV'fl" {W., aria sfw,t rtr.lt 4 . WAA sic-m %- C(am'ail .,y 11 r. fW fs3ci :#1+G-, PF(u..fK aa.'K.S ttr(LA'�. +}€ twrTt" r-, •. '. sit.. •t A w'<., ife- s-ri: ' ; WPW '-tAr±B MCIAA t'4 CA 'J4, 4.".aflf -;'C Aa'M d O f4AAR-.>w t.k. t •I W_• . ,.off":: • yi .. I.". � aftI Ira• .K*1A .w 1.1 ref I- -IT-. tsm � ��t &&% :" A fm x'tf.-J �' tCltaNt ; 3"k - €lt Mr-4 ,d-K 4n.w: J- N^ a. '•try -1-r.-vt IM"11I gi^f.: I'_ , wit "I' 11# Ana': - r{f#.1-..g._ *PC Y-XLO -.0. or '-),� A_ PW 'Y 14 �' 'Mt.f !4KA Cr- Vlosa'Yt:1. o4var€A.:t IMt. was m•1 - ,i w't.t ras L"� ltt'AIffC[ 41 Lau, ][•reel r•r, i 'N.. a4 a'..[lr_+Try 't. T•tt . lTiw.:sff+fl't K'<Ci'aC'v r[i• gET'a6".i MY` P R2"' :a+L1i •,Ir Jt3A ,T1€rl(C' h J..[--.off V'» +.t,•. ^.tea 'a;a rl t ,Vq ally%/[ OL)WrOaMa 1 elf# V. eta -r~A.a IIT,air'fawf. A fLiV"llI AC rtt.]fiti, (A -As $4 tIV, 4 4L-TIC M. i. t4 1Pfa1f1M VVCI A'itfi 00 tom - 3e.^OM; tOAL, K '4la 1 r4' .,;,V t WIL ,SVlt UW� 44 1 WJ' ..W-- ~-JM t (P %-40 0% r'tVP4 Us M02"I a jr-4 is 1711+ a} Ml--'M$ +al�}' 'Al r4 ww:i^ W.-im 5 $KU-3 Ia.^A= T.•t4'. Mo ,• V~JM lea ate..,,. Orr tI,1 ..,,4_10 t] eel. %' .artal'M 'i ;' -a-# W yp;T.. taCK+a q.+yrt Pci•t r€. ='� is R:• ',-,�'A'.::71 NOf'1i ta] M�M�.sst! ff Caai too, mcw MAS 0" -s fRi' Wit€--c"T •W..1 511XX €a � !n"M i[ Mt, : 04 *'k tIC:,`1s. "Ll_ aT(oaort L.rs: t ulAC (roll} rr it n -4 .f.a. ltta-r! W j .dW -,.r. €AftIR: 7 a.. a..-J464.11k-~ � it 10af-4 M.'y"-` AR" •I.a'fa -,�I" .':lr•' A W_-i - 141 .,Cr 1 OC--~ WIS. st 4A 1l1f:YIW- A4 ('.: rat A C.1 1 As. OLI-Y.t•Y1 tYali fp ifg�Ah a' 'i:-Aft! t•,K, MYi )•7•• Veil?' YC.r./P. _Qt Of -A-419 lint fo`�VOG a... "rt "O ..-I-Ol .t'M'aY Hrl=• % Jx. "'Ira]M'k ,. t •1r _ i YN4 >eC_.,W. • - W MU "I' 'At& 1Wa -1 ,UM --•_ k O.M- --tI .tlm'...-4,-} 5ai._% M +t+wn.,u a- W a fWOI� fit^ 41-10 K W!'"t r . i,a -CVf.,x f(A"POOw MWAANifi1("dvs t iifslwk' ufr4 Ut< - ,C 1 I.*%.," --,41 S . ta". t.-aAA'lY. That'. iftt! aA rV,. -A. w Wlil* WAAL'a• faJlw,'A.rr-t or t•vx- '-r' KAMft yr` L y"il pl%A lulu K t'I/'C 5 -4 V_-M 17 at ."W'"lu -'La. X. w: 4-4 trD X"', ;• -41161 zott°ti1 ti/retGl h"til Art +"ill 'r V ' 9tw4 Or U4 -r~-*P'- P'. ,if a 'JIt'iMt.w.* 14 '.ri 'w 114 ' I ',.t tn'.g Ilk Oif- 'w --fw e. T,1 Ac . It. -"-''- b .0 .. rw ''fX-t3 .),5.._ of Sryt.v- al • Mt �C.WF -,M ./r 41iI.1O� ,00( Ile .11 TQ AO&W V yea ALW_WPoIQ -W, WK101, %,QL. W, lw t -*.RC tit ':r"`C-M alrlcl -I*tlC= from Tj C� A—t t.s.a • aTAfl -' K .1-w . 36'-A-saf.= '112 _ ;M .- x7.. tl..l V L15 %W. 0- . , - aa-tiw Met€. : %IOl '>- t.. rAC1 #rGA_jsS ;#E.Ae ?.W: r.w . 04" ,Mk IF-11-I`O,A,= -, .• - w, ur _.w l a r . ♦ ^ c ar+raw_>, M ° awe taG 1-1 fM., 41.fy.A a a'. act e..w5 to a 130 I% 1 a A 't '�'t A1.I.1 I1� + 4 1 J'G&' AW-.�J "' /•: ..ell : "'Iy".M Most. iW +flV_ Al SCr',cipt tattlA r„„ssttir A"o w.r10"W-1 rr1•-"-•F V •r^Ol-o"i"t ftw-s4 la) to 1d111VIP. r•P.6wlW 4,3KPUt "• IW WC?Ytk+.W',%C tt.',*I* ft `t =FA.. J.r_. s. Iitt ••an'1.f H' ..-Al VK. RtW". r Mtsi.s.,•.. '.sw"..;* an. _ let rarI a• " ww"4. l,amz P 'Ta iil.11 f. PK w rt.l,i I ! !.. n 1Vr MDf.G >a �/4♦'. faatGt' w`s rs7. . . . 11' JV - •a ,-M -13. ai fV/l� .+tf's`,rlt7 R .'roar .rC iWtt +t-1i€;rt &A- 1 :.1 . ••.' II `sr ofI.W .i '.,f�.'w-evIt:: Sit As .'P.0 WAlf's Kt• a T�mI, tt cc ,utt-i 'I wt stt 1'� ar-Ciit#.tW_ V.4, ii�k.- Of". is ••aY t . . �w •-. ,/ ,e ut Off I '3r N, .1--. A1.A,`M_. ... - e . , : li#:vCto i, It .-WICc'T•at ,pall moor' '. -_*r •e . j •#.- to .N M w. rt- ,I a •.1'.1fit-s ,-,,% MF.dr• ,u' vm"ACT'-•fiv Si: uj:,J (CRAt-itf Jam., Itscox.% 111 tar ttbi' Mwxt n1 sk.-tow wixttso,vt S, A 1, 1 WfIARE.:J LI' • V, IWAII. I! :JMK M -C, Vr MA%d WOW? ^t ' }.ta 1.-If5C a. A far A err V#t OX POI I#i, a rt4% T04 •WIT fttixlrf."I TA Na'r rw1b ftw l L'- . rrs a _'a 14a.,ap WI(M_-r-, rtt taw". -91M.i 11 '01, #M' idiot Ar.ait, 0 a. ry ) :, tV t -t X otriYrf^l t'p. '»a Ia LWI0a r.,/+".l.a'.t 40C M'A"a"" 4O.t6tae; '_A'f %my', ,V '#:0XCt s Ii '@2 alit faMM':l!#.al! MtC•.[ril .aef.N .'O:a- €aY 7IWi MG t Tea^ 1' rS,a '✓iMtfY]'t €Y'.tW t ..0 (M n rib `KS r+ n IIIK_•. r' DJty i..'ifi 1e10! F� t.�Vh,:r1 .11fi t1, :Jw '.a'f' ye'. AAI'A# I' I ' w.rlttf l''r ♦.f4 a1.{ ' ./.' €€ ;t r41► Aa' MP'•C7WTi Asit-0 At K ci W'4'•.'C•,ttw W[-- aT tr'j? tsi C•Jw+a;••LerA --tCl•:t-'tailT ti: r�a.aa a U%Z-U: u , Lott Or 1%"MC '/m' fir-'-1 •ra aflifl. r0esm W twwzw'-T M!. r .^4�C Ur) •-n ~V- r-W-IC,4.V fa: W Oistft OK -0.0 f w L i : .` v 1Wrt Ia A4AS IL •a' a-1'r, 7c.#rs'i V= you at ' ?f]` tea[ aa-,tutu Valwi IVAII Mr. ' '' fp•sasf ter+ an.- . w .' sf rr. Ma W . O•, Aril`ls "10% ow ff, r•a#:w-4rA WArn sett -4I (41 ant Val: •Pactrs vfn ;. a( Pty-aAtt Sit €".DWA waiingin fts;asl at, faff'='r^ .•' tin: w r.a e , Wt.• rr.0 w«.",t 111404I of NII 4 CO, #,aa € it 0*"'-, .1W Wr l t4 1K rT•Wf 1cr 1'" %I I -MonY vw . -a -r 0 64DOI or oil rAst. r."#r." st ., yl€lrws,lsl tvl w ro n, r,a I All 1. fAR -W VWIL - lf�dir A•aitW .*WR-rr 014.4`0 •Atlas Tr'.%Y6 90 iK" OZAPO"L it I Q4 •rff arC t•1N°.ANCIA, la1.t UA110 to Mao 4T1ta tt.r '>'+( TAtca'Y.' D"Abez r^A KWW ' Ca"444 0.4. Cr ".OM 4007 e)a7 VIOL.-. t trim, 0KLJDPt M @(4hr* •,$ iwa. jwT)';!,-.N ,W-WC %�3" t••1at•] 1K,'WQt !0W4. to wt ML^�#:8 1w al. A4 � tip ta} ^ ".*�* • k l- saws 1't/M K fsfs M.,:'.t4r."L file '.a'ht-tY + :a•'€ °w.lSi� 0a.4" _- pr,frlr, twig -jrpwa 't ( rr. g ta33G'ii, `"XT c,Wi , KL A!48 _- t a wM7. "Kiosk w: %W.AI KIWTM 1M • t • *..'i.. nK , t �'Jh[* M17s�ff Via) ell. Sts c. 6E 'rfJ If low 4 a1K2t aT Rf t a� it •. -mil li ;.' a . T!1' 11.tA _AI aai.cla+l. a4 WNLIN-LOt M XAM,M a4C Ifsre f.-I • T • POW, La.I" A. a CMAtwRl %Mt trc-UA • f-» 1 1 M r%90Kw • li tAsrd CM V4 _Wx tow" w wa-cut' F.J.CA- I-tt' .�. M t„ tlB - .." :rtyw" - "fit" (Ir ' - "tf e a tj.' 14.r(t-:IT Ad•'A"b1rt, Ai Ct•"3104101 a- 44t.a 1"W .'Mal It's' a �1fr L.+• Y I,MlrA lA"W .It" IAA..._," e.,l - 10a. `D If"IsMil /tUA.f S- a.ta .Wt a M,-'r 4AT-KM.1. A] WAX1,Sw'T_'afF V- fee.••. f+fwl'.t.-m -.. ", tiz; ra.at.. a Aa.' rt iTa9 S'J ^» A'f. •i oil", - --I haft ii O;� -C(XA': iMrs I,-rV, f . 1 O ) .. 01 'N-- I.KIC01] 4: ftu-_.ati`NOMP• •- --.-*I- caaK•a.,..t q0k +�.'l�l i' t i u�� rlQaattA l4Um-1'v (•„1^ Vie elf M4r.k.m! Ss'm,� a I-, WW^4r 1rtrJt:,.rta' t. •.P; PI Aa .•.7a1_ f]I.C� V%ttltrl' , Ah¢ Cr Ttr .00,;-I .10 ..# ' .-'• •- ' -- ft- .r Do." K , 11.. ; - flit tun •y a ale._ , • 10 C. " W VAArt-�'lQ STitl STORM f A0ft i f aata r• .. 7 .a �, er r scan -. 'v.t.a<Mt; i•MA +ra.5,aa ,a .< .u+.�f( sac. . K. [ . x k'T-- V",CCt %14%i $ €t An1'"r 1: '/.` a-i1 %an W. - ts.p,.: K • ,l•' t.3., .rf4V'r _<r", .rlro e1/mLYta1 ": _ PAOfCcil. (-41's, iS the r f'als 11 Yfats_v fail sr_c err 40 e^,rtt S1,A, � - 11i-1E" C.0 (((# y ass - t. -1 +T' `.. .=ant _ --4vz- T- "`f`l 7► � w� w i4..- w, _" _. n z - a► ry d. M1 .,` 1 t6-176 lr.1a �n •' ... u a a:I ... - : --ti.._�_ . -__- -. _ a.1- rya Flr� ..t ^W4 - '!Y . Y t _- .. .� ..-f , r .. 1a. WJF.'l.Es1a._V_ 1� °t<r a �. P ' r,. W]STA"110 DETAILS E08 REGULAR PANEL 5 1 A I INTO EX15 ING POURED .CONCRETE OR CONCRETE 6L =_, TR CTURES ,( Arita __ M! tcaa.tr ,a u a. i*�l l •wap6n�. t=.'- - t Q t4�rt'Jt 4i q,y E. .^.w [ t-cr'f a d'r- s. .,, 1tw J+aA.t1 e...., a. ,`. ruti - r ° ns•wa f ry - t. `{ • sa{. al 4. c :.1t°I us'u.:a'T: i 1 tat.d#*t parirD -4 tLL - _ .� - - s f-w. aryl I. ., " ! .. . - .' i , r=_ If.;,1 aYua.VL't 4 3 f • •v I, *__d'_ -a fit -.'f• f t. ` y f , / 11" . - .. -ct =-, i u. • iris :oats: na a l C i + 3--- , - 3 _ f C I - As i i �3 t r ` f,41ra1n t M ] 1 i a.a 4 t COwW("E ar1M49 f.a 1 1 t t Y 1 f 11.L'>Df I , I t t • r - I ( iia M ' . Via• t ^ 6. ' { -T •1i J I .1 yr CC! _ 4"�Z. t 1 d '.0a i ►aa. i ') � t M i ..�. . w. n afar I rI J a/ I .i ,a- .. ';1. T a.rt r i a..o i I� Z a I' '' 1 f aF •. t 0 i i f i fiT 1 i I 1 i - I - i I • I I . A 1 I . I I I _� I t i I - 1 ' I 1 1+ i t t atx1br .- • 1 t t 1 1 ttr -' , i 14 "j a � i ,. i , .rite. t. I I t sa#•t an • , €' "!r 1{. ,( s I war+, T a 117.Ww: ,"Nilrto f n t i1.c�iV ! i i t' 1'' 7 = r "1 aF7' QL � t•4"as +" m;, i "' 1 .r. ' rnni Cal• C Q f �t1.as.. I <f .,y- beciArrt sir. tea. , I ; z oUi'rr at ," t__y. s._t cow nTf ea4AS. , -'-s M D,aMO •i .rT' a, - 1 ' LVaDRl(I - _ - aa9AmfI .- _Ia Ii- I* I ' ls. I i- I CC :n - } ,aU1L1 la„ a 1.. - r'tM t:...,.�»r..-t 1, g�xi,^.' y�Si -� � •.. _ 4 w .nr fA f t-.ww u. �a ,+` � S,4,x T• -;11 .f 11Mo •t.'1f era M Ss,. fairct .p�a.*I =1 2tt wra-Rase _ `� s. iMl Kt4T yt Ca., fY1 Ii.iA( rs'@,' Dt' tw. •u S j.'r"&La1. ' 1•-. s s t 7raIT] r 't6 ar` .; O'Q7 f roow . 43 w4fn . ItsK €. M -% a t•rl.A' .'. EafP-, IfsTT EC Egli-R-.: -- T'-i-+...A I i I 7 r 5 - rat W-AKT I to tpCtrf I l_ '�[ ICLE'a.t :.'\ 3 inn t I A i .r't,",�. ) I "bier F .CAMtdpt•if.1.W",rH-Cl-i-t �49 IIaM� ..-�. i. -r ' r # f tUp L e°1fT. dl V "As. _Afl M C•. ®'-... ,tw�¢ia,W€Wtr1 COa€F H N• 'R. T .S �_' M. �iEP .1 tr! ,,� V.iTA.,&=4.A C r,¢ re, lao W.Xfsi`* ., fl4'U0A tIVtlA•rrG C40i ■ vat Nv",cw. Lens I/.. crac•c'r a tat '�1.a rL +Io Y PA .. •sp„ � GrJtl CAl tlxritD STfrl STAro1r aA,l I e. W •. „? ai 5w a'....c,.a.., �'. biro _ gp �a�a�y�), .- ---- _. __.___ , f OBAL "OTEt.IM. rr • Ri4i'- ,. i L E t� t, a rc `` '� _ PROOtfGT3• E1.0 ; ^ At." - l f'. i, 1..a loluv�tos,_ft _ _ I... /a tT•Y ."N,ra w-..at 1 ryci„ r ,r J4. .tom. «;� , I C1;LUICCILVALt'A,U ,14-RLltfii `r \o._I"Z" . 0.. MATERIA iARACTERtSTiCs AND SPECIFICATIONS, Shall be strictly in accordarl with Gener, Noles and Cornporionis inEll'caated, ;'(1 shoot 1. 2 and 22 of 26. of Product Evaluation Document (P E O ), drawing No.20-174. Anchor opccfiicw--ions shall be € A ind;cwwlet. -If, e( vela 1, 7 .,tJ 21 fit 26. or Product Evaluation Dooumcnt II 0). drawing No. 20`176. 7. LIMITATIONS AND CONDITIONS OF USF- 7.1. Shalt ¢e strictly in cwnwhame with General holes No. 1, 8 owu 14. irrUkatod on shoel 1 o` 26. as vvLNI as General Notos 9 1 thru 4 and I I thru 18, ,!loft aloij on sheet 21 of 26 of Product Evetualion Do union (P E 0 ). drawing 16X 20.1'78 p by T" . err:. and i WW--J And sealed by War A Tight, Jr,, RE 7.2. Product may be instarled within HIGH, VELOCITY HURRICANE ZONES as defined on seal on 1020 2 of die Florida "dirg Co0c 7 3 'Product shall only be installed Into paurrild concista, concrete block, anut wood fra•rro #Iructures. Product Everivalian deport pnepared ay vVolinr A TIM Jr., P Eo (Fitalele Lrcera r- 1`40. €44167), President o(Tittiew. Inc. (Fronds CA-000071 ). AN a**. -..VW) I ,e F.,". 41 7 - - _ . 4 - 6 �� ._. t�j:.t0 Irr.`�� ra®t, TL. DIT,,TfeOAGeVDN-t►conas r.a ifi0RTM,G.OmA►vRolicTK^fl.40U:ICIS tic-MaAm oft VM11= vLLLV3m,PNa[L,a :U*?$ I peomiil3ome, Z / I I L I EiCQ lNc. TtL'Lrr TElST1NCl S RM INEPRIN Q COMPANY IL°'iIA t IIAt V I ."i I'kt)I)I ( 1 t \.\i l 1 t 1t10 l�l lltlill I " REPORT NO.: 20-0727.02 DATE: J* 27. 2020 PRODUCT CATEGORY, Sr gk" PRODUCT SUB -CATEGORY: Storm Parrsfs r]RUDUI NAME: 24 GAGE GALVANVED STEEL STORM PANEL MANUFACTURER: Global Piot.Wion Products. LLC 4800 S, W1f. 51 Street erne. Florida 33314 1, FA)RFQ5E 0E FWAL UATiON. This is a Product Evaluation Re:rort Issued by Waller A. T)Illt. Jr,. PVC (Sysleri,I Ito = 1906) to the Global Protection Products. LLC. Rule Chapter No. 61G20-3, Method 10 of the Florida Department of Business and Professional Regulation This prAuc;t is being issued an Evalualloin Report as described herein tj;_r been warffied for com ante in accordance with fho 2020 Soverinth (Edition of th.' Ronda Bu4dln9 Code, and to verify that ;tie product is for ft ou-poso intervidou al least equivalent t0 tII requite"( Mi ftt0 Code This Pfodwl Evaluation Report snsh be sutl('iact to review and revision in case of a Building Code thhangis that may afflict 4s kirriatations and corldstiI 2_ WDEN-CE-SUBMWTEI2: 2.,1, P140DUC I i' V1A6VATION DOCUMENT (P.E.D-): Drawing No. 20.175, tided -24 GAGE GALVANIZED STEEL STORM( PANEL.'. f na4ets 1 thru I8 of 18 p-oparvd =y Tiffem, kt~.. eigned and seed by Walter- A Tillit, if , P.E.: da:od 07127i2020. This drawing is on int+gSStrllF•pyttt{o4*."ii Evaluation Report \a1V ,_:..,.,� 14 t - , itr' 1.116' ;gin ,r *Fz _ S A;F Ca ..lT II �lok-,- fl0Nltl' •mow 0,;" N.VI' 16th'irrei. Stirs Via. Mtwu. h� 331f,6 • Pi e 13CC5i s t °-iN6�yIAf3'6 V-I 5,i _ I''Q ._f_'QB.-M.-ULA-R__ I.IEE�.S�L(..,,STORM .-PANKISS ' -t .- ,. -A .I., - •D ,"' i S•r'. wv-a .. I .a - .;x' A '` j;W• W.. . COX• aV<. A.•[. - , 4-a`-' - `. _ -_ ` M . - r... . - 1 '! \ ,~pods 11f, 1 % --- . �:3A � xc= :-r� , f.0 r rat• ,. "` f "I'Or K w1-atts \\ _ ' u A. \__ Kraft \ t -r ` tax - % F I � -MAL a \ `I._tc r 1t'-,.- " �- !v.1 - ,_ , yy, _; . J A:,' 1 - 4 • _ ,+ }. • _ its . r..t .f. - -+,+„x, Aii't On" ,tutu: its.0 . .i a ,S - e - is fhc "K.I. T 1 ,'A' MM'u, T ,W_ V r•'" n # .sal... , me 1, r � --, , �ilIiI ! `tt t�.f r x I ti - _ . _ • I' W .w .M. %t �illoii C `-5c - _ i l Q-ta t ti-. K� ...... i'l- at r4" ` .> _.......w---._, ..w..w. - - , I i 11A,A.t - e' t r. - - 15m . . y.--. •tlt:.`-w ,,�,r- a '� l n. "',&- ..ilJ.�lA4ir--> no, . . �,.. _`_ . . . -1..- _i/ - OAST' - fw . - . _tr c.ca " 'h! idLAO#R 'A P"U- IiIAOER •1`' � 1 ,ANfiIE MIITtt ; 6 't• - I `-fr`�w...I � i I . . -: a :. 1•. • t s.- 11^I "r 1 a. �, �. - r v.. v r.a.v 'aa'. .aa+_- - -t:i •f.•.•X Tti __ - • ; ( . tL th. t.'C 1 .fait ! 1 - � °' 4 t w.._..ri s. ,MY 4 . i''_ ' 4'I' f Nt r 549•. }..-. t I n.a- ram,- 4a,a•,A• __,_..,.,,.e.__ '' , .11 f S KEY Mt3Li NAMElt "t'. - - : �' - %11 I-_ 6 _. M&Q AR0LL ai,1 `F- nAM T F��•,.af►ttw7T�Me D ill&' Y - .4. 904 lung STUD w. l.w rf " t 1. =6" t tt'"r �1��t i+ Tf 'i¢{ i = r-f Aar . JtFhsF '_�' - 44167 s t ' a "* rl0iriaA taiti.riafG Ca7t Yak•CI1/ trvrrkw:r Ina.. - .;., ' t'..�' j.lyry 1r AILt �,a, a t?t, r.ik: ,t„- :_ fE i, 4. .Ai•o-- rolr«a rr' :+D GAC! 6.IiltYASf2C0 Stt rl StOisr '►AMLL ra rr YY p �. - ail. « r tortti y_ _�a_-�_. • _ as r /farrut '• 3 .- �- AT U `' '' ,, it y f I L EI it O GLOBAL PftOTI Gfit4H . LLC. ,v( r t. 2 Y1f4• -- - IMt 4W If I tifsj! _ via -, 1.1. s'#w'xs tt roc - r ' . -P -„-' s^'w4 !!�,. u`wi411:I " ts5t•.f.tt•.,Y „e .'. 2(i.tT6-- ALUYIMUkg31;LE V*Ift"" •K -a-111 sf 4Y`f+Int Sal - ". .. - I 7l rn:.fYG„.-re:uJ .� a.`.'.a ai. « .,app. •.. w!++ �E ti _ '. -- �4,1i r: : Y-� r1r rr ,a T a1a c'r€ 4 as n, . It1• r r / _M.a a . , �,`.yy i-i. �.TLAISLi�Rq'�.1raRil�._,,f._PTjypAlaItae/.5. .FRAI �l4yrPf.gt t'a[y'aAFi�rlA+Af�.�1„�6na.G...L a�,ta•�� t1ay ,...*a�./y6 �py� _. _...M��y, [�.,(�wJttyrrrfl� 1r7 INTO_�I5�d �C]E0__ _QN_C.�T.E� L EI1Y.. __6LQC_t1_ TT.}.3._CTXRL V•{' ��yr''r1pp �re��//'y1f �� ff']� ; �°_�', .(��.[[dr�8�..i.:.O1��iyP.1_ 7 ��fV�/�taa• pyT�1�1y� /�tw��•��r(� y..a T.-• "-_, w-1t11, _V. ag Ml� rt/rf. (4.11tAdllSg(„IFE ._iY,Lt? �i'_E-2.WQ-,Z.AIf�..FAHE ..a[f-�a.{W 1 rwA.r't , (r :T - - ; .l.L�r _ UC W .. • F' .Tw. yr ft• Ufit r 4. :,f] •tau a -� I I l..i,f1. -.eta... . A A - - -1 i 4.6 t' A� r . ( lx 1 - .' -#n K►w'9 .. I , i , t _ _ I I IX-11 , • r _ , i r I t I j . 1 - "1 "..,_ �t 1 i i• ...-01t , 1, - �' ......•..- ^.^... _-^••.• t.,, . I ay a.a , : I w •.. �, �. o ..J I L i ! ' CAS A�Pt_,4-•Ij T: «weal' i•ai'.: aU I-0 . r` .1 A I I I .1 �',3,[ s taulli W, •., a ( r .,, ff r,,.. . •• IlM- „, 4 a s ,,.M• 1:C.t( 1�`4r 'ry ra'i.a' .L 1. •m4, E* }'-. i 1 , ,,w 4 - Ylllri w' '.�1' N r I 1 i 1 1---, :•�•€'' a.-� - te a . ni`'.�' . w Y r t i i r- - 1 xr•a'tP - Y 1 a� I I 4 rr . I I ... rtta r /'fit j a t - I rJ- r i i iI i s iw iR " ;_ f^ 11 :.,.� M. I I i I "+ I 1 ' I ; r ) w' :afT (�_ Il a tt/1 , , [ C_ (fit J idj r _ r d •1.c.r1L 1.1t ccwa a,.'a_.• a. 'Awur ra•3.aa9 . It .. F.,.1 II FrQww. tP:r .lay, - "r ff!, "I':-€•«p":•;I. ., ^,• •t�•.r, -. t...rA.. .wr 4 + -ut ;a, °sue -- 'off a- _�_,_ I . 4"•.-'sAf 'J _ - - ,•°l SEC'A:Af flfa.l .i•€.A sir.- --..... '-' �..-mr'.,t --- .s t . I t. r: A of r.STtac is .rtr t' m•:^a . ,suit . 1 W 1.0 [= 'ti WAW 1 •w' "w _ _ 1. 1 A.I. 1114 �1 (f _ -, ",, ,u QU p (Piaui r WI 1 :TtFr / • • a(s30 M,r YKra I 1 f .s-:' T` a a ,= f•�1 a... • •4• at"[t lust . •/•' ¢ 1 *•, , � __� , j k ti .a4 Y a -'LE` c%f4'.$'tA V. {±,1rP a t •IXA 1S.-r t left I a,4w tiv4a rt# w �: w t1 ;w.M=i �At- at •� � . At .. „ i _ E_&_Li!+t+l.) I T n a MbtY a. 1 i i•. II r: . • •ft • r - 4 j ; 'L - it!! "I'll rI0Ri0A avtlasw t aol i Tasmc lira rkarw 7t • s �� -ate -1-1wY _ lrac� t� t- r,. ,.cis s,r. a r At•. '''C u• . �Lt '3 .Art .,•r' V-" -t '•••=f'Yk fw �lfaY TT FpL 1� r -�, a.> ax am.4t , _V 1 t� Ywta S l P l . � sal 2tD ttg 1Traali ktlr ,• w. .f :�a+a •a.r.m raid auwt '"a. `- s a-E .1!�'--"' ._ 1 L I. Ol,oiii+U. PtTECnaFi f'RQcTs. t.L.c>I virzatwas DiIAiL s1ti_.SPACERs f eVtBLLLlli_ P_.08 , •- ;:-'' .'tetra. 'a,.i -M.'.r a�1_- _ .I m- w-t u lf�1 _IRACi M,lACEttT s0 STIFC(�.1l YQt?Q 9AH05 c] Ru0 .., - r Z ....Y � 1. --- ' tail .$aa.,+n •.r tat rat fOs t 78 " _' fx-.act.. ♦ _ _ w-r-�: --err _ .+ : ratio .. af.!aP . 'a.+r �> . t --.H..,.,. _ ..... , . . _ PROPLILJ.L1 At i A'. 2.z. TEST R Pa l: E Laron missile Imp, Par section 1609, Sarnnn t 711 R R- Lab of Sough Egon R. Mehr►er, P.E." 0219.01-09, dot Largaospeda,PA lo(1dims per Prot f3uildtnp Code. To Report No i 123.0 'C1+onzaler- P E Tempe test report s gred and Seale( per C►C motiesurgi fared rianlad by Jon 2.3. STRUCTURA 1 • On 24 Gage Golvi wind load. as well . length based on I section 1604 of iI I m , dated 121151E 1 A_ To lit, Ir , P P t_IYIISSILE tJitlP , . . c' r tom, n m: l., irlI SSTD 12.99 51t•' I. 4,_ WING LOAQ, 24 Gage Gafvani . . pressures. MaKan 12 and 17 of 18 of ... -I �,.!._'. Vaxirrium Anchor .I' .end 16 of Is, of P - - 11 .I"- r > , 24 Gage GaK-.ma{ *06 as a I . , 0.1 ivf{ u, 21>r ra, Stv/40, few/10. Vitt .:a- r 1 ,l 1 -7, '/,tr 11 a a . • 'rtI t *,`I 1Z A . RL 5_T .Pi`.4d 1. & -t& ELE1fA110 w r =. : 4 '. inn. -,M-.! 4 Volt a:al-,` _ .w-..R - - -..- _ .. . \ \. 4." r \� Q'Tl kll# Li- y'+'=aI L,81.-g #trrt3H:1:_:,�S?.-,'.t4?IT.ti► I A tNSIALLATION !rain[ -. _.l,il . c,u Parioi"MOKI strictly rn et;.r4'rdnra•,c.'v'titl( dI i;4lrtated w, sletititz 311-rru 8, 12 thru 18 of 18, of Produt.'l Eviatliation Doculsneant (P.E.D.), draawing F:a. 20.17t MinirFl-an seperst,o T1 tx; iiiaa:< 3ht[ii b,:F oa a..tlie-"t,o�( VI, 3hoiII3 3 ';, 14. 15, fP, st;d'S of 18. sf Rr6d!l :l Eva£-Ition Oneu: n; (r•` F."r; I, dr-AWing No, 20-175. 6, MATERIAL CHARACTERISTICS AND SPECIFICATIONS. WAL :].: U1,A4y ill aLWeditnQv with Uencra1 Nahahird C.c�n tpoc'elil t IrOcIlt- Ialt 1t i 241 2 Of 13, Of F11`04 :Ct FvalucilI )OCvQont (P.E.D i, drawing No. ;01175. ! c..L4- a,>r?r.rf C dt!C]reS' shrill ve as inullvat-_ fit shoo, 1 cf 18 7t PrordLiv -.u+z,rJ ,)r,,_;L.r, W E O 1. drawing No, 0-17iS. AT. LIMITATIONS AND -CONDITIONS OF USE: 7 1 `1116i t* AIrIC1ty In romP1I with C: ®1I N0165 No I. 8 dery 14, Indicated oil shsat 1 at 18 of Pfwucl Evaluation EWL-Cnl (P,E D.), drawing No. 20.175 irir.:Par!00 by TAIII I Inc aunt signed ofI seater by Wager A. Ti t, Jr PE 7.2 FI`11I %ball not be instUlllad w4hu1 HillSA YLLOCOY HURRICANE ZONES ">: c n sr,-ciian 162u.2 of the FtOWA Sumiding Cade 7.Z, Product shall l only e Yn t1hetin to Prvr'vd GnGr01e, comrst o block, and 4vl'+Ot1 fraw Structures Product Evaicaa Wn Retaori prlipared by Wailer A, TOIL, Ji.. P.E. (Florida L(t;orl:iT; No. 441671, Prraident of Tiltow Inc (Fln:ida CA-0006719) } - ' z\Gf=ti,y. ._ ---r _ �. r w i., t� 3R,1 Tt.'rr 0 AJtra`1 kEC ;;S' w L tlEr.raT ':'if C.,A A '"iUt f'4ijgN ,7 �b. a&I'vpc'rPt�r'Onl! a t. r,,,s(�trrnot3t."trM .F r; G "� \ v'- A OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appro ed ' for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 - s r$�"- ENs"". .-s rlOQ/DA OUOLV,Nrs COM (091 Yalcclfy 11 I Ko^r Zc•: " . «$4i 1 t)i Cr. Ma.a - " +C46t C-SAVA.ill S►1I S10F1 PAPSL _._, . " r - frI .._... _.- �, _.,_ ___ '. � ---- ------�----- - -- - -- .._ W' 1. l fAt}f11i1 £TtOFi n .LLC. a r' rit,.b r",.iia .a 2� - ^ :, 7u-176 Off- 'J4it. ' t�.t�r r.,,�•_ ..w. �re"t -..,. ne.. c.a .• .•v• -+ '%S 'ti i. W4 , .-- • K - -' s -- jgeat - tiers . M•• 1- r . Y � • _- -1_ i -_.,- wn.,im:x,wr":aowr+,nnnxxwun- �.. .r.r � ,"' : - al. ?M .. C ' �' ...i '111 ._.i, tqq _ f�{•i .h:IIiry Y ;{.},j'�vf.' fy(. I l�L4S1; -._� -i x Rtai_�a3tJ6 X j a CD.e+,e+t a lm �. - , .start.-1 - ' , , _- -- - � . - - e f '�a wrrb rl . nr _. t. • t ,ai"�i, a.1. -' - YP- -.� a '� '1 l i i /( • _ r I,i { --_ Y - 11---.a - {r � if ` ' 411 � � r ewe• .R.: ., 1 `} -" _J I I %if I . N;-, . ,� it ".�.i - I � _-_ 4 R I I - f. -w, l,r/. .r tz,�f�LAIV_-_- 911 AV r1T, I ' r...f,.-.Alt _,'... _ ,,...+ ( r - - a ,T - ice' #1q -- _ - -.- ��..._. __, .a rt+» Fl1 ._,-Iaa1 s -I- ' ,••• ..a r;i. w'C'4 vt u,Toe. c., . - 15 - r _ I PLLOtU14h6,. litW.I .4i I ,191;if113 t r , - o -._ - -.. ant (X '.ut x Clkt 'ft r"{'f, .• w I t. , ins t>.ft- - - 5EfTWh.�. [iy I --w, -. -t•ew . - . ttla % - - Yr a.. '9 ry S.a.l _7' , k t 1 tl?aftT+. Fti -tt e= .^{ (Erin Y.'et••f ItJt:n ZO- f_ _ __ �_....._..�__ f _ n. t 1 9 mapdF 5-. F 7 ,A('1 Ch eft S rti Mil 4#llt _ _. I ri_ 11iq_ � ' ..-.t..t..s*w y.. E_ - . L___1.., . i . .- S:LDaAa P .:11 cTitsri �. ur l .- I L 4 C 0 tat �£ s-. Rffa 2_1 11"11L'" L I _ - -, •mwN'^s _-�•+:.• - _ --_-_ ., SSW rrI --- � _--• N (a) U) (13 O 1 O_ -0 =_ (z = a- �-. (1) as = :3 (I M (!7 � = C) - 1` () O F 2 = r-- O LL - (10 O , s , h M •� \\ ��W L _+` Q - V) O (T5 F- ..O . - Cl) < L. (D (2) �, r�n v J Cz 0 L- C/) CL C-) (1) = 0 (MO � V 4-- QL (.) an ■ ( V J L. co W Q z Z J I SHEET NO. SH 1.0 ?_ VA_LL_A"2_ELQgK,MQUhIT1NG INSTALL6TION EQB 5U1_FV!EL5 Y. OtOw" A/2 4 __1_1 toOK rr-PI ItAr 1/4 DETAL-J L POP. r fean 4L4`rf` JMi HE MLM-UQEAL PAMfjo' ELMTIQN stcm Y-Y VMS %4AU Ilr.e r VEU" W%;L w Velf MULL= SCHM= otM oill•. I ik A. V IMIfix. , Vo. V as 4041 0 a t:tow 4• k ? 0, &-- *4r a Ot rLQR" rJUM CVM (OCOO, V*Iftft MiarvicePlOt Z"ll low -K suax sisal TTF. M� PitoTECTM PRMWM LLC- c o m wm e 0 0 amen qIjg41"OIV SoCOO PWdV&S Ok 0%t*M M41 tP Wa,`a�Chi:09 ek '.W 111, Oft-e. It/ -JK VfV At 00"U-0 Oft fialeeliq; 1MffAU.g10N DETAILS FQR REgULM PANELS INTO EXISTING W0012 STRUMM +'f- Iltq=* ",ft A. 0.1m a r u Ol' M1 -T000tim lwrt Of - 1 1. 5 j 'Tt Mi Mr. vy of _4 MALUMi to F. 0. ALICAMi 19MALLA 4 4 =ALAIN AMXMM-" X" At B.M bi (. -0 to "OkA AJjjMQM 2W ur-QV a I.WELI Aila DEWN PWMUK VAIM61l 1/4' . " V'J" 1/e w 1* "A. r.Aff C4,11.1 VALC 0`10,11 BUI( 0041 VIM, AS 0 5M-Ck OWS SCM'LL Ole I' kW TO .%lo". -?ZO Ole- AkD 0AAU$ LtWUN kIl"' kY-#' q 110LDING CON (te V*-*.Ct't "A'Fka" Zwo) 2. rM 04111 VKM r"Wk CWVIII In 1% N(VKR% ft WXo4ftN o O'M NA1MP*a� I q'. C-LOM MRCTM PROWTS, LLC.' t 4p' ST too_ 111LIECO. -M 2. 1- WNW a W100 Wi %G5 LAN III M T *� " M"'. V,VOkPX0 *I AW *AT 'Q S"T "I ze Mae %"Aft- Ila 10 ellow "Wo-III "A No 'A-Coerll llIK-Oft caelp" "C-M ";WPorn rs1:Fa1Tt M W"Irmt - was, rR 1W O'Cox Wk 'M 11-01 to Val roft XIKW4 Vb MY KMMW M 2-- 1, 2 a tw/15 -v_qu It W,, J IN *'A VA. U14- V4 ji 2 a "i tlel ram. i 4-7 j_T:r 10 tt 4 f 4 4 rlillI -leg MA T MM 00 al a .....4...11W �A MOM" X. emu L04A VA, 2A/44 3/4 aF VA +1. 2 A resits +1. 7 & IW/15 JMA Wj_ Il I&LXOODI, Ce �ft co ./C wc�� uk� fVT .Me cz..nitl - at ".21" ~i Cog 8 WEE §RM-STORM rwa,follow",luc vim: 9*90mesas �Ir PANEL V( A: JA "'C".Vo tmtur i%- %qr- l' . I - 11-1" ELUMN VALLAMBAMM9 UMAI LATIN WALL M AFLOO-k- mQui LADQM Z-AFAIMU V-4i vir go 4 f kfft %MTIV %ftlWPAKI, CAh K MAMAS 4% NZ PAK,. ?fVW 04 �A%f PAAK.t ?or K AMA ik-IM3* PAWL TAW tWi, LMas 041oll ATVN WOUk 1i.%) 'WM pApift, WAY COO lwv "Of K Pefli O&WAIA 10 Wc--"*A PPIOI (Al/ a- 0/0 (QuLep ) UAMM-1 SB'Pr =Ttpl; PA4C2MCO'MhZkV6.40) VM.-ft .441 6 of,wUTT a *A". rw$ PAWA fidtolm Mr 10 OK-8-8 INEWAD 40 "OVA"M Iwo f-9 AVVIX (N Slokx"jft s siorm PA.& aman W Iiii To K c000~ 4) a wrloor '"N IOTKA$ It" "W. I of T%4 D%bwmc "VIINALSO W" Oa rift"' 41106MI'D FOUZ�4 U.-Od I a @V"" COW (my V~2 014'eveorle zilong) A it, a)IO. too cow-coo1wroi tioll I&C-C Poo CCOOPOWN! 40eftoctei Alwrtim cm%, alloo cr-le Iltwz 'C Tarr AW-Wo SO UQ CALVAWZtg TOM $10ft PANQ tt mom r CWO'KLVVVV%KMM eVA21 K on NVO"Ak�f lAkm P" TECMN .5 10 "ThAls "011 1161to"'Vall 4110 VOICIM Ploug 11.XXV1141 Ilk 14r 11LIECOme 10 SIM wed'" 0 " WAIL lo"Wid" TZ TK f" -.1 ftrlotw�'% ♦nrsVtfo")M-nA Ono 11"Ploaft *1 "man 'SOF%f"" ol"haN, *W N"V-o up" -7 T- oo'0,imbolik M L i Fes.-L- SCHEDULE 7.40 CA&- 'r- Aor4 W,'-h1ArC0M IIS K- X.-Clod I ,4W 11 DR. Vqrn A S to C attlot --fir AM0 _-Ox�a 1 3 6 .610 -Zlil :4 .9' 11, a It .0 0 MMjWjt__&5.Q. QEm-iGri PRESSURE MA ItW (ji AND CORRESMOING MAXMWAt&KQRt SPACING SCHEDULE FOR _KQU1eAR_W"_ -DISTAUATLONS INTO EMS11MG COMM a CQK 1ULJL"tV_31ffi&TUftE5 C-410 my row PARIII -K 0ll*k0r'--W 4 AM Ul'TCM I WW I, Oft S-CM r a 51 '-som. 0 IMM" *6A 5w:k alor"O" .0-En iiI .P94 cto -An .. r'Olrn IKW) t If moo, A 4 r MI-tv11 so 11.117111" 1 � 4 11 A eol"ll"I'll 'Ifow . %*--M " W`L.W2%I% No* 4m "I" WLm4 tow- 441" tr&_" -4 arllY.a 0" W-13 -4 "llp N Na VIIII tj a1PAi a Vloic_ . ,sa.%_ %_.a ��•:-.s %* ^'0". V Off -mat Mat P"I'M CIPIPPOr U"4 .-I# AU at 'ON C" -.1" '" - --M -A14 vet, 1Jtr I All'. 'I. wseel era too*-* "A is, Movie. KA iiiMMUM 4111111111 rlor C I 4l I Sr'll, '41% OVO ;' 'Col' LVMII V 4'_4 W. M Ole ll; -WIAK7 .44IX-N 4, 'rOC'M VCP(" 1.171" ummillem. V1*A Vjf"W llow_�A Ito 0 It �r i; r- "'W04 ft-c"te"tl A_ sit lnc-i A �_ IF -V P- YOUMTLNG INSTAL ALILMIMM.. ow WUL I- APQ Zfty AVC ?Uot kl;o ;,A -?20 IV X*40 PANUk •LAICY-1 VP ICI 5 11' MAP %rw *OW rRAWE WOM MuffIll 1WE 0114 140 :. W/ %Pfc*lW. MMA, Cot 4'ks 0. row., WM ! M V01411100i V. U;Ii": IV& SO 09"t"M W141 MC5 tm n r-W~O IrLMDA BVIUM0 COX JKV Voiscity *jr6curts Zatot 70 112.4" "Llt"no TR(k $TOM p4KL. wr. Pr MTECMM PROMM UC-1 ALOW WX KIM" 7 ef Ve INYALLAT[QN_MAtL5=_M,... REQ%AR_eAff!Lj._ INTO-EMT11AG-WOM STRUMM ALEj�� JW _7 sas WEVI&M.M WERMIM AMf CMAMMkiplit L S ,lr-t Lvt& QUI Moutj&G IFIM AILM .40. ICA C'AA� `lcH: !,,I- ' -A. V Li 1 Ott Its -tK V14-f el 1a•Ktli'.4 rJa 01"K, 14>0w. DUAL-L--WAU-MQWfftMQ-IMUAUATIQN--WI'U, ;MU-10 SCHEVULE I! V.A,,f J/1 V - I, MM UM-.AZ.Q- M10 -FRESME-RATING u2j.Q AND COREL5EQN01INGIAAXIMUM ,ANCHOR SPACING SCHEDULE AT 0- FOR s 4 ..0NC1 FE CO8 RETE BLOCK STAMMUS 4*_ Ith- WW'117, "MV.70MV A I Liz. - 3-'r, 2D CAU GUY&WIT'D $TU4 S7011ke PAWt rP 111LIEC0.111t No S.'41 M17 20-176 To I-A#A- it'low r n -i"Er -11 Lx" Fmt. M FhWL Alovcol DETAK 2 EL008 MOUNIM-INSTALLABOM v-,u Vol' - t, MAKWUM A-5.0, X5111GN PRESSURE RATIN Jg_&L)_AM0_CQR_RE5P ft- . _QMMr., MUM PANLENGTH : AM " It SC14EQULE T_ I LAVRSt iT w.ow k :L 14. t •O.Ce, tl _Cffiw 4W tir a , -W1 C v I . - A"'Orls%M wj.Ibc -, z-ve S. "'. , IwI_ .1z .I M4` 0 t.-r •-ft V- V -lot Qu - 'z-* 4 r wr Ife. Nol Ior -Q1' AMICA-1 t(K - - - - - - - j , liter t'l AVK^'l C"O" WAVOCT ccoli .64: 1111 .6, A MINA1KIACI, CCA',W IWvWW^'0" 4"WAI If � ~_M VW_W ' LW* w4-�ft -r0ft J" 77M ftOMLaoll OMIAM-9 foo"Pelloolef L- �4 r I'LOSIDA INVOIlb" Coot tP0.9l, VOlde't? "w6ce" Z. 'Lo RIO", :0 I;A" ;UVAKno 5Y Ala PAWL _T 1LIE... MnCTHM PMM)CTS 1CO ".."i eO10F -AM.ft.& 0. 210-176 J,..AND_.CQRU5" DM•MAXIMUM-AMM ;N Ila j;'-Jr'-k,A*1N- Olt P(It Wltlle- In, M Wl'r•, - 5 b 61 k44QV elI ,Ito 5T"w r'l QZBAL PROTEMN PPOMTS. LLC.L C 0t llc W4 1. I� A! yAVD _P WE!;i V tf M&; PAW-L*t N. 5 a 1100"It . . . . . . . . . . . . pit I I Zell- hc 10l, ALTERMTDM-M r_I - , IWAPC-A W'_'0110 ':M (Mg."I vll- t' xv•'# as, sK • GLOUL FROnCT*N PMMTS. UX-i IL ECOlow, sel". 'A_"' OCT 2 8 Z022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2029 FBC 7th Edition by Debra Anne Klahr PX2300 ALTERNKAT W.E. 3 ALTERNA11i ALTURMUU_W0_Qk _F.RAME_CD_MD1T1QN5.Ak.. ANCKOR-OCAU05 WALL Mo It &TJ N IS 11.0iii tuilto,"G GAOL (Koh VIP-soc-11 ts."Keeto 16n,$): VAN xO raara "trfi :L ftWj r. le At IXOMI MIMEMN PrOMICTS. U.0 I L I E C 0 wlx IKWOL�' Or % (D (D > 0 0 0_ 0 (1) 0 0 0 0 0 LL_ r'ttt__ C) +_ C:) > U) - 2 (a0 (a)) M_ U) 0 C) U) < %Agee (a) c- C/) Z3 M 0 0_ Q_ 0 Z3 Cou 0 L_ a_ (a) U) Cz 100 LU zf __j SHEET NO. SH 1.1 404"m tat s(rhms ON 94M 17 It, is a X) V WA Upt. up 1t. Wm 3%4411 Alvit. ?^/*OL rlf 0 0 JU 1-4 %on ti-a. bat qpmv. ItA re WMA WhIttith L ZL I1KW JF_4W4 _U caum M`ft Gmft VW4 a area 40WIPS. NOW 0 a Imm ts" Iter-tow, ON Vrm Q"1QA j1Z EQR UEE J9M =ft_FAH"_1_.ELEYA1M N UOWLA7A 14AX1KUK_A.U.JX51CN, RRMURE RATAN_ G 'pA.f.) ANQ QRR N PANU-LEN-G-TH 711- No. 44167 : WAX-M, W 4 W*- PJACL Eh7l Unt1wN SiPARAIKII% VANE. msr_% Pa RAI IK. (P a I s4t rcws) 4 FL911MA MARK 1.0QL LK9p, V*(*Cft, lj�flv tam flow* 20 GA" GUYANAM STUL S10910 Tk%EL 1 11LIEC0,91C "IAL 'OT"" L INSTAL DETA 42J.0-WRI&EETY STORM eMEL SYSTEM INTO T1140 _. ..51RUCUM -, 11 1/*'* tsF(oto 0 6' s, cc a 41 C, C !,WWI 4WD 140am Mucto I -4 10f. f ' 71 ft A- QASS 1131-K An Itt1twl tlm ItOtmt," kW Qtst w Ito. S[Am IlWIL. Wn 11"00, 10tt, 11 U`t0ttI`Qt 00 G"m I'dYt It, -ft CA Z Ir SIN; Wr INC, - oc RMI"WIft Al WOWVI 41 7 -r J VW 3/32' G.We a 12 fir 01 0 13 1/7 Q C M,-T *OWN (0[-00: at OLM Z% QUor ft*fl *AL11 Sul MMING IMN I AM &LZRIM D WAULM rmrLL m sum ft. X r 10ftA §Uq1xmG COM (fth vatociry *41-- or,a Z-) .5d& -U. 011 m0 ftmLl LLVIG-M .0 X I--* 30 GNm Gkmwno rm VWN pxm� i wo gam mma COWIL41ek sow wt"Km% K pm "D 2 ri W"t t1tw4ft Of 01A to 14tis1 4umm PROTECTION PROOMTS. LW. 11LIECO... OUR U a C.-0--aft. tk_- I &I OMME"T AQL-IEKS 2000 ik JQN E=Z-MN-G- STORM - PANELS SmC mahn t Ito WAAL A 7W (D2 RWnEQ W 3,91 (D5 EqE, ft NO, 4416� 'at or ! It AM LGWG Io "CLVAWO MR tar. 9-094 MTECTM MOUM. LLC.i IMEC; am I C"t " M-S.-TALLATION-01TAUJIPIR QFT'QN #Z FQ_R__UFE SAFETY SRIPE EL SYSTEM ED__�: ONC R ETC _0_ 0 TUBES ce ccwmm tnt f tw P. L wrw_ 't A t C_ .A4 - � -, i "" "W"00i mcle.001 0 4 a' o C I/r U: E%,eKtwmw -f vwh tat II/ --I 11,� 5um -WHO MUILA 0 Jk UUMMMEL 142 04V 1. 4 AN .11p. `Wm^ t toc-_ k* � mdtffi� now fts"All CC �m %VM .04APIrb } 1 mt-Itt -Idt� VW-C V I mc W.C.0 %� CtI PC--j sNk^ ta •d M.,*ftt fAtTlIk IM f.9 VIAOX" tv ft 1 W-Cmd Got." -_ - dc" ImC -,-a t:ma+t[ n. tit C;-� Cit 3 Ott matrmixao 1 tVC III, A WIT IMIRV IWI 04109 oil' SV. -.17 qp1rw All, 14IjCW.-% EW ObAICKIr 01140 IN PUMM WAU MSllM WALL AIM900 UMAIJAMN SLOM 4A RMAM 2 REGULAR PANEL U f— m I�**, ,-I vv." I'LON" fix&-W, coot (It9l, yv;*VKU_kc,,& Y. NO $I Ok" 14 157 m CP - 20 GAU TECT 11LIECOmc PROM #100WTS. UC- fC "A r IN$I&LLA-TIQ&JNjAU-fO&M-TIQN--12 FOR LIFE SAFM STORK. PANEL.-SYM-M I O ,._EXI TIN WOO r 2 J�lK Hilt. 0 t j•it' zC It - 1/9' Vft -.&AI" .1141WIA A)JUNATM_MW `K y r. OIL -4 J� 3*/24 Of oV/24A124 W at WOO •vrt-f.- A3ber ,II tow." mcKm W, • 3' ti M. MC_ "Itt, It A(111 SCK?%Aj to Wt. rr Yt wn t I VA�_eiingt J I a �.V. t41 I'D11 1 1111.4 W, r.. Its (orCltf'4 "14.^ MI r It" -ZM. r. fa Ira, lottriv (D C ow.n K =1; I/ EUYATM083t� N�VK AlemIwl�fsftW ft E-,lAM - Vt=ftV m T1ft ate. 1k SECTIO A- W^x VW - *W 36W - vt*m mt, snttm M0541W. C$ petit. _f " 0 *.40m.t •m 0. •5, _W� slo-W Iola. Tn- 4 'to I, pvdL'. on. I Aul-0. rs=" !.W- 4--i M: Lailci�-Cmmp-a tw a.. st PftV"D A' 'oP C9 'AA- PAPX%t Sfait r_-ft t 3/. N'l W, , -.WjrrI%. PPasoI 6. Oro 14-CD ecr-.V Ur-rctt 01 "ASIM" W, at Ad Elf -CA Cr _QQ it. : ICN (Aitt M% I- �_% A0K IIIJ X111 %Vi" 1 ~4 1. �d t �10 fttL 00 0& .1-ILt -K PLC, ""WrnD 4.1t. -1. V-W 9- 110' rl"= K pdoejm V 20 or ,A. PW%% 4MV W. t_* . ttil. W muz 1 -0-1 Ai 002 VMU% MU FAMIt AMD t&A 1,11W4 f0dl�. Q4 COWCh* "O�t 01 cz"AMD Z gc-Tm 1%.k. 1.1.04 i -f-M -4beWM Tiff UO'T !1; NbW ft -;,t. CATE of s a, P*W_WtC%% ow MR"w p"Al 'D NICY-rV 'IW- VAr,_'.q A* w -044 OCA'0% -I K Ito *CnC.V AIIAOrA. 0Aq7.W IWCd WO Kftj W/ T-K P-WIM&TIt 0. ov fl) VT U_�Tr^ a A f1tir, Uf Am.`C.` 0- rZow W&WI to s-% CA MIT K Co%KCIM T(4 rItIl .(r' • 9•1:,4f %%ott 01 LOA*& 6"VNCI C-004 (Kj� vo�,�ot, m"Folca's Z&A*, GLOW PROTECTION MWM. U.C.1 Ll E am I- w. C 0 0 to ID T-�_C io"it- 'IVEMS. 20-17C _T �n L to-0 1p i 11PN., 14 1144. 44: WALA"Ift hn- 4 4151 FLOXIDA OLWUMCC Qg� Z, _7 �c CAU Vo�v "NU PI 1 'GLOUL MIECTION PROOK7S. U.0 zimmaAm. Ac"WrAw.1 WIt D(S4k ~ kLIA IC0 A Wj %ftO (060"Pt ft A mew ftw- , 5 V2 AW a T"wr Yid M$a tx V.-A 44. 011%,4V V%K&AIVA *10 4 1. `,4 eft- lu k @on 10 K W-ow AWI, 4 43, % CA: % 'Ap Tf, TIA;17- "44� 19W ' W*U.%O (WM7*01ml f%0GILMIA, #03, 4, t- -PK L" rV_, AT',K 10 K�.Itt 11Lx*hlvlr¢ 14 01 �g C�f E.Imol V QC * �:4 ro 'JIA, -ti 11 A CPO Virtual Review Ajsist, I Plans Review complete ld and for compliance with the 2020 FB FLUMMA S"%.DCmG C. by Debra Anne Kla r PX� X SA&I C-hVAN-12.'D PROTEMN PROOK-M LLC. 11LIECOtmi: 7 -IT* I IL't I W-1ALLA.L10 C-S a TO PANEL INIQ POURED CONLRIJI OR C0bj!C8EU . . . . ...... • 4 X2. 1Z 1; 1 211 .6 '4" fjL� .ID _J�� 40 44167 t±94Y' 'fI" jtp q*rj 17_ GL06AL PROTECT MDLM 11C,� V 11LIFECO.Jec _j (D (D (D > C) (D (D 0 (D 0 0") =_ =3 CZ M Cn (D 0 0 _0 0 .0k (D 0 -0 .0 IL (D 0 CZ 1� (D > U) = E 0- (D I_ W _,_ C)_ U) m 130 % 0 I.- CL CL 00 LLJ SHEET NO. H 1.2 WAXMM AN= REM MA&MUhLAJ5.Q,.2E.2QtLrRL Vft RATM Loa-W &NO QMEjrQMNG MAXIMUM ANCH 1-2 MM SM WELl-SrUfAd - 165MUAIM M stogg slaucrums a PALY-Y;* Fvu- A� olA I n�ft- . *'- at:" I I -NA. "t WW " oral crft I ►-*-u i AR M 040, -M, W (W LM 2 ON," •I - ♦ I Q* LIM I OINIMB I A A V. 11 .1 a WW1W V L14PLAF a VA W A`Apdrz L21AGMI ME.60ft IA'. Awn V A JK-Cft 04906 f91'{ t I Mo�wi T (93f*QW um 90_* AIM .OA. Tom'WA i 1 tics ft/A ftop$ 4. 4 112' 2. M in Wr so M ANDOG "K A VW1K Awl sow AN" ILMAM VAMM,MN I ' " AM Ott.,-U -M -0-WO ID43RAf FOR 9-t LM PWAN VOCAR2 4% uljwhu AMIA .POCK 11MCNA; iw M- I.."- S•K•»Y 13A KWAM 0 -4 10,10.04 -ftta fto " .two. 16 AN a0l�aL ftb.Ltt - MCI IN IM N" UNNILAW VA49:04 .100011 "A MO. 40101M M" 01 46000%, 1141001 , I I r NN I L ------ Ii. = + KWOK% INNI vc 0 t;- It 1,-r LOP + + Att, 0 -- 41t 11-0* fL*R*A WILORK CM (141#1 V4NKtty Mvffk*As Zv,' W X GW C&ux= SML 1740% ►PAM, if at OLOM MTE CTM MMWXM UC4 •DOW""" 20-11 T "'IDLA-IN.- Z- MANQ5-i�B TAt4it,- 5YV.EM� -'V -ALI 112-11 �xe 4. M.Aft) 1W 1W 04 ow Air Sic EAM %se "All 1"I K SWAUD ALXAT% aVA& A aft. 2MY, MW tit, 1'. 101M of 1,7* *(X A, rah A` Un loot CA ANNOD C31 !r TUM &WU-WML= -mot % M .0 AV ♦<i"R1Pt Air 19w, SSW MOMEMC A *&AMC C00%" 0 E%-PS 0 FAA&1 I= !10" W&IM ftto :ILI jam 71, RLY,, 'h' ff.&QjB @ AM *e-TRKK (DI 1,1'j PANEL MMER (1 114* NU SM. LN FCA I- 1VW. 57aw PAW, M110; 0061-14 &4W g W.- W To tL04110A DUK&'MG CODE (9" 199h K 24 CAU 94VOW0 STEEL StIft PAW aili•20 I% STATE co - 1; 11101ECO... ;7-173 1@) WLa--QW A4 8AfiLVnQUT "r- -MAM St f WAWM WIMMU RAVK AMW, LE h,u& INSTALLATION DETAILS FOR REGULAR PANEL 1 W-� IM fur 1COMAX 0. 1 1� WKIPAI 1'-• IA11- ft%oaF4 S.Wx`1 4 -••oaT>.s 19 4.)o CC%rW'f ILCC. 1,qrl * ".40A. tol A -30 co%opril WJXK -coat C, st r .2, "104. `tI )r•P,• IVOR so Si 01 V , L's"Wij C 10 sc,.i Na ANN 40% V C&A" 0 a t tnd* so Fr) MCI 9G'1tD4t 0% UdIr 3} 1 1 1 1, A -men J.4".Y%P<liti •"At scwc*ui ak UNAVI 5) -At PANUQN oN Wr 41 to NMk, qe C, -T C-Al =-I ,M 0% tul IKWDIU M UA& S-0-m 0 T-Aw;A, -4: 10: -es, O-K NAAS xk-Ao "A"NK 0 . - r. * Of V41C P-A tit t3itcAl MAC% , PAVI cowet CA L011C719 MCI to Kx0fitt: co-"q L-Cn 0" V411 3 OR Crwt-m ft"tc. ow. "A • R1 se-aw 0. 4kam ,l toc Ihwumtwi ~#, cft CEUM2 A immim E 0 - EDK DWAMM tTJTC.SIX COVOMMI 9F SWO-M (u, WKWJ Z". 'OF & W?YVU UWWW51, CAMN 0% rwwwz) 0% &V "I to No 44167 Suit Cf�c FLW0A OVUM COM jMst- We V*Wcul Mto .am 10M r¢ CA" cav"Ma Snu mom PAWL LIECOme Am 4 a," o.. T"W t 20- 171 I -AA 114IQ E915I 09. WOOD _5TRU.CTWflE5 A. I 4 A- 111 SAIL MO tiltt A T ALIEFANAMZ�W LWAUA-MM ALTEBMITV -E I "A T- ALTERNATIVE -4:W X C.44LVAWID 5114 1.7001W PW! ALMIMIM, IM TUE F"TECTM PM IL C 0 MOMM AKdM =Ara A L, 0mL :5,,!% : -C3Lz 1 v si- I . . . . . . -*,I 14. .3/ 4,/ 4/ ib, -V-L-31M %tf c".4 ON w/a 2V #I SW/7 %Vp Mi%U FAKLZ -, BMW" Al L,%LM AT KT " #9TTV1 LAC WJ11-tAAW 11A Zj Of WIT), M= -12&- J ti MCI JMCLD-Al -LAC-It-l-K!" MAXIMUM PANEL LENGTH i'. - OR -L- (Ti ) 0 Mr.sLAf A -low, WvA.At.,k Ap" .5 41, 0 A- Vt 4 0, 0 -1, MAXIMUW PANEL LENCTH L*' OR 'L-" ift.) 0 - I - 5NU, mow. 5z a a 1' -0, 01 A 5 1 - t Dot, A/ 0 a n, (SLE UttXX% AS AM-XA&A I yy • L-* L /4, 3W/? Vs & AWf7 wPt & 6/i REGULAR STQRM P.ANEL-UELI[-V-AJ!QN- i"', FAW-"--- TOPmat➢ Mk� 'r ROE /tat 'uJt K I "r, T, 90TTOM IL0410A *WLDWG COM (W" *I- Vvlo,;)y *jica" Z 41- 44167 W 24 Ua CaLVAMUO sltf_ V'04 FA#kL 14' It' Ix, 11LIE C 0 A06a Pltoncww MDWS, ux�� n A A VIA Of- ANNA", lr A'Ivww��,A, bwr , v 01*., `41A, *90t.,0171 VC1.5- ARO- TAIA.$ FOR - RE 1;. V�A V f 'Ag 1, -1 1 NTO-WQOD- STRUCTEU RES -D UA%i WW:x" 3, A -j r! MAX At ruft; Lt�A-� Q1,4 ($It 1001,A C* SHM 11 S" %Vq - @UAL- , 00 "'.104 tip JWLTM gi IA M1 U- P r%."% MIT W'"W a - MCI A ALTEPATra--aV 15A At--Kv -.1 CAI SM a A, W-60" 1% Lw" iNIK tv. 0,11-6 rn. It Ir rr NAN` -W .4.0A' V•w A a NVVan0- -M wla 'A sr I �-' .01 k W ftftcu V :�o At yl IONVIAM QMQ I%%, 03~� IM "Ift 1NK Mot.$ V �V ft"M .4 A%.W *� It too= � 0 t I.Ky I W.CMG Q.D6C2 a. 1h WIW. -W MztI, .0130.69 i" MON A C^A ftc& a LAM V V MW DMIAG I WALLMOMKIING 01 M.. AA`A1.. I ALTUMAIK-M r.WM .0 a scft- 0 -4 11404106Nbc N&CM14 Am -*r'-. ..." % 1,111A. ➢-A'�Lh ART C.-*. I A-' i, ♦VCA V," A 5 WE FGAJ COWYLSAI %IS- Of =tC-6 ,,, r,,f,, .V / - ♦NO 4476, low �-Lrc 14 GA" "OAP0110 5T It SIOWW �AMJ. VA%,� - I T DE U�j 'ir -4 3 ft c 011 FZAw At� �ILA St"IN.AV. 0 ,ffE % WA' 11LIECO... ;Qmx PMCTM PRODUM. tic., X IN10-- i NW %a V NT I ANN. A. SAW • F C. -tuo *%J� f RAVE f rsnmtr -?,-^ X-1Y5 W.,106t-I *Cf BI !,W1,Vfh PAU %C jr, *I "Usic 7.1 le- .... tL11 11fr-1 I 010W, W I A, A y, FEZ r. 7fjZ 'k �WRTVA SIA-w1w; V%4 ih� H,Va, Yov, Wt Hv�;tq-,q A, r�o 44167 CAI;t"It, S. P)WOL -=-M. 01.08AL PWFECION FKAWTS. i (D U') (D -u > (D (D C-) (D C) C) 0 .0 LL- C) ; M +- C:) > -0 E 0 0 U) < T 2 8 2022 Virtual Review Assist, Inc. t N / Plans evie competed and appjp-vp� for compliance with th 2020 FBC 76" Edition VIALAIL�- F-OR-AW-WAR FA, EL -1 J Tj N by Debra Anne a r PX230 r T 7 WIA -LMA, I *WC AWtAt M C-MS %* VA% APO A < 0 O Cz co fqX X, WE MUK Tfa i 90*tDW V If L U I. SHEET NO. SH 1.3. C. OR 1,1,4ST AUAjT,9N FL -K PL0.VREQ-.--C-QKBLTL 5TR.U!�TURE.$;-..YALtD--M--RE-.rLULAR-LIFE SAEUy-A--L-7Z HANG $TORM PANEt.I IL SYSTEMS 19 44 Crvd�iim KING, - e lom 111" 6C&I- Z'i MW :,. looaj W Kx0tvrMowAiliO %�Vl a MUC t�t t"IWz aM - is AM: so -Von X3 Mo ;.w - - - - - - WP& aim T to r., AL em -141 fttx� I jm molta. - - - - - - - - - - - - - - NO Scoll-To .4m 0--i -CASE_ A (PLAN) CAK-0 (PLAN) CAR CAE-LWAK) WE Q (F -�- '1. SCA-- AeaKB MO 3 cp rbc SK*O- ' toP ac"`�ow ;AL 01.01loo" W ON r..* WWA %or% QF -fto-� W-Va" Cot U171I I M 04"Moss DA1011.0j. ar"11914L F%W & to-W-1 raw"ll, toitm?l otalwom -T 411'arot OP JW MW 1111%4 fKABLeft sA&M Ir oot,I -W,40 C', ftiiC *A W*Wt CASE 0 (PLAN) loot'll000 oz IttaiiiIii . - or- 40 44 111 1-10' CA E. ,.,.(PLA CASE IF (ELAN) tsm •%%A W i 74 &4" cguwto VM vow Pon 111LIECO... G1 ODA' MOTIECTICIN MWXXXM LLC.�� R 20-175 J--= M-MJMU)J. ES5URL.RATING -6LzJ,1 AN M"MUM ANCHOR V-Wh9 gliEMM FOR gEGWAK=-STORM -PANEL -j-WALL&1W5 IN10 (VALQ 0-ILY 10" FAfttL0j#.-,j&_LAjjr^5 AS -CO 06kTC1%%ATrA4 10 -.RV 4* C6 W-f-, 6 At b6WL ASP ft* LOL - AS 0<004 ON "M 4 a It prof Is rtyAwi..o I VArW- *APCO% JG %M* a pus 01 1-tv .7 3- S 0 '1 sit* 4, 30 ONIXT (to', aill UM -liss 00"W, Cot nt it a In' Is I �r am, It - ezv) 10 OWE is. I• = W" ft FW VM A.SO OCS" LOAM & %W P"L J1ECl$4% Wi`f% SPAC[RtA (S UMMARX"Oke Gwy I* &TUNkn lim 2W ON Sa6 1 4111" ASr, kVjWjW 00-01K SPAM #00 LZ - M, VtOWN not 104(1% 9 A 4,013111W LX IV" "141.1i"Tt PLA TAN" .0 OF rlqm it Wrt .1 rA LLIA Ft;;" 13 0 a l/l. tvr V-7) "On ret-) 41. lot CWVW. IV • SKI TABU 11 rOR VAX &SO. DESK;& L*" & U0 PAP44 LEMMIS **4k %P*-EP (a.,, IS ,)%�f C0%z-T.POhj)P4 OKY "I ALTERMTE 2W ON S"W 6 kSrO6 OCPGN LOW hPim" POM UDOM 40 PSF 04 LESS W-15' 4r, psr IQ 50 PV 6-2, 50 OV ttl 6O PSa 5-10, M" FA.4F- ARE OA,%V4Z "A INSIALLAIld-INS */ llooti, WArL ffMokLf 10 OR ftNEA= VAn PLUS A . V . III' OC CQ'-C (ll" KgpN Volliw61, WI -=,A- Zvoi,.) fb 44197 34 UU CA11 SM�l STOW PAWR 11LIEC-0illitz AT[ OF MTECT" PRODUM Ulc. ion V. tMI. ro. � I 41-rw Ott- loa f. ZO-1 15 IN-UALLATIQ .-- -M--QETAILS FAR -LIFE -SAFETT PANEL INTO POURED ON RETIE OR r ONCRETE f&M ITRUSJURO ,." Wll Ate sit i, still, imoxi4 4F* WAILL u#41. o- low tti IN do �A 41110tow MOM) 9 I.La ANCHOR 5F4QMG..50EDVJWE IPJTQ r CONCREIE jWL.K) OULIF ,CA rW4J, Q, 'WVALLAT04 sk'm F'j k s4 `04."i t '-QI,,' 6. r 4 40400111% rool 1N L D o" S>91AIlif 21313111 -am. A..,L. -AxWW ooc.-Oft votow vk Wit. 9-0 " wilcqk�l ALI-4, 4^4 1 uu," ""'s, -Si ZAVAC C^A-fifi Vatic - so CALIC-At film" 0 puft A PL A �77 .1 Is V r 1 37 1 Clo-e a* r hli 'a- 1 1), va", li- • �l Is- „r I - Is t 'i AA; -- I - .1, is' - 4 RKII I r I W .1, 1. V I 1.. r �j' I I-, 'r V 11. 1!. .1. nar l tw7l'-) :/V'�l '121 4 1/. sit. a 7,z wc"W, Litt is, t V S. a, 0. C Mf k 0.•a /r 0. 40 0' IN, J, r it, !, : - .17 13* J. W "I I Ir •r i it- 12' Ir- Is- is A a s4e t I, w 4 WI, W 4 VC OR km �3 Is' CAJ it. '7 is. 11' Ili Is rz 4 V r /r 11' -5, Tr r It .2 rg,; "TeC Is* Is i"i 2 r I n, 1 1.,•1, 9 1 W�jqo IT.- lo 1 4 .1;* In, FI, IV t IV M-1: 0 1 is i. st"le, Us Kr 11 1q " 6 It. � low FAc 1160".10% --L..:. SOW." -0 totowilt Uxl Of W�-I`int � `Iok L4-2 1� -Por � W-4WAI wb6.x 11- W%'xtI st, b4to. U"- I - -4 't W 4 fti,00.9 rNol IsA ("Ust. rl� 0 PoLtw- kkolo W, WWAU A "-.W sw-0 Al M %W to-soj. "%-9 .0"'VZ "W rlic5, t9-W ye. /4'. "Mots ft.A --ft Wotirts o'-I 6WAW $6, - IT. oACT" -!T.Lw ow. SPAOkV% OKI W&M "M SP rOR WO A S 1) DESIG% INC$ R um rAllit -GrI, 16UL-a a ktb. Lg�w AWL WAKUM LAMM 40 ;KF ca �"'S t -04, 449 WF M, !C OV IN -1* So P9 70 60 PV S, - 4c* S/ saw Sr AW-im a W WAC" AT 12 1/2' 0C FtOMOA 8,ITIO-UG, (0to,,, Milt, 10*160y 44 161 t 24 CALVAMUD STEL I TI LTE C C �- ". mnam ftomm, ucj � � WE oL U0`1 � litiWom- AW. or it" WWII J6,01-SA/M I-WI3. I-U/14. 11/13. 4-2111/131 0-36/14. D.WC2 f 11- F* . . . . . . . . . . 03 C4 0 01 0 0 1 0 0 Q% --- -------- -1 Oct, fUto C, -,A) Wk 41- 4 r D.M.- 30 -go 40 (Wo *A" WU "WA illat" Wr 1W 7 -41 ok pooa; ii[rIC* At &I I INIK"00" Clolf� 0 WTI`, 0 to 1 1141 w�- rmil, A- iki ciliLI, Vote wrIo �*W iAlil, JR-A/1 3, IA/ Its,• 1411 r to I"o n. 1r-lAWs`lS, *-ZAW/l!i, N-.UW/W lq-1111100/15, *-7"Pll' P-SM/19 24 Ll AEM STORM PANEL I ELEVADQ (t) so LjCf'oX X os. f,, I fLORMA *JiLDaNC rM Will vitl-'Ip Nii Z--.: 24 GAQ GALWAMt(D Still staft lit,"Ift I L E C 0 .7 PROTECT10114 PROMS. Ia. lost 5,LQ-N0-N--A-A i IIra- 17S MV -,to II.W111'. too 1-"TAUATIQ"-ETA1IL5- FO-K-LIFE. SAFM- -FANEL I INTO 'tLOO CTURES 2 C2) 2 2 - v; is all I f It I so." ll�y. OF aitz am,- I)9L ,,t V1 VIP Ia, i fD Q-AM 6. A 90 A it Apr-loi 0 V 1; 0 r F, 0 0, Q C Al"ff flyl RMIZAN AL-1'WAAVRtP-iL2A"KLU 21 IF 9, RUVIAR PANW WALLAMNILK" rt sh (-C*;DA *U"ZIw% i:?.X;E IW.� Ifigh PG., Act,. .4 r41 6 7 f 24 CAQ GkilAX110 Slits S10ft JIAKk ftlt'�'$Jjllt k41!#oZ lip * I A-4' PAPit, DNIt- A' rtfll fiEs;A')K*s0% WO IL I " 41* W.3*1) ItAlor S1 Z 0* C GLO64 PROTECT04 P*ODWM L=LC Itrt tow.". 'Wr %FWSEV•- 7" T us S-W Ilto,, -o! "UAA P gi -w-cio 'fit SIGN Ujis so to 4 stl ------------ cys- it 06 S fk Ocs" UM *kM*JW PAWX AV% -50 ,,y It: A U&I PANE! fcpR A i7- %V AK-DoZ5, III W� A-R sptt- EQ A' n' fLM.*A WIL044C COU (ftet Nr- 1, ZQa1y ......--------.-I- 14 C6VA CALVAMttP MLL StO610 P IL E COPlat ,Ixow MTLCTM PROWim. LLC.! - I"Z1=rr 4- 1 .- - 211- i 7 OCT 2 8 2022 Virtual Review Assist, Inc.. Plans Review completed and appr for compliance with the 2020 FBC 7th Nition by Debra Anne Klahr PX2300 Q) -M > 0 O 0 C) 0 Q- 0 k M CL C) = M -M vi Q) -0 (-) -0 0O IL Q) 0 0 C: Li- M C) M +- 0 M > U) E P V) 0 CM /) < U) -+-a (D (D C/) QL C) 0 (a) U) lao 0 SHEET NO. SH 1.4 C21/ab. f2 avr, j► �{ ,f�was tut 3Rc"Obb U. 4 m9rYA14R to+s Q. "C lot i . },t,. tom, wY .�.,,. _�- , � � ,� — . _. zs� -_ - � t- >,• •.. r - :�. .--yQ� �;Gl� �r o- �. tar-__ toe �.,ni_- � 8�-»-�-��•-......_� �,• wx ' 1 b • w »' . 3'. 11JT 'J:-3, Ti • n. <=w -.\ t; • .ter ,A ` ' E11W/te TYPICL €LEVATIDN FOR 5ERIE5 20Q9 E-Z HANG STORM PANEL 1- SYSTEM (�} m; I TIT 'f lY • V yf.,°�, ?'" a •a! 1 1' 'MAt 'J.I F 8 *'rA 'i,dtA .^ r / •. rh L wr t-'•r,« :. T Af A- Ah-„ V - 1 '• - w 5.ECT14NA-A �.w^ F r» ••� ''lkp�' ,� '_✓�&,, .�.- - IWit, W+LDnNG CM iltvn 16-M V•t';„r,• ii.11119ba T - - T67 _ _ `xJ'Ja •. • - •e i t, u;;A.U, G vA1M21911 1=111 S7C'4011 POLL ,� r #— > S1ASi C '� ; IL E C 0,st IROW PROTECTPRODUC , U.C. 17r d3llS1i . .., wm ,r•1 s, rr,AM4n, E r415INE,F R kN 1t41M xpREssT P'R ODUL:T' EVALUATION t E'•w'at:114Y' �riwf 15 7010 Apt4ratwa+n Rtvtri o law A7 r Y C",rnrwt t4,tlt*I 2631542 P,c4li. F ktwwtoc hawf AN AornA�fKAn Sxadtid Gl en AM i.}wiw•taes,na€ JIL"IFq+iA4 1'S�ao OOMA 140,0 Ei" Pt6n fit 44 h i i )31+34 pi*}ueY AAa1„e t D.Sceo®on 2400 GWN•.Ael Stott s+arm Jow"is Ldwgp A1ra,e Ingwl R.•sdto bt Scope of Evaluation. IM Rroala EvaW6on Row t1 Oe.N •tu" in Sccool*ne'd we In# S onnoR+ens of Me F wou Nowbrost of ' andAr_dwtt.uftai R000ko nn {Fhe"M 94%s o rietl'afvt" 17I ,Rp,t,,, M 3 00}' F A C 1W 41de.+bt Arc4pulncr Pet MOW,0 1 11;d) the PK4b,t tl WKVO erYrlJW" r "0WWV11d F"Row to thr) twMASM0 Wdh pW f 60"f4 l fdbon C20M1 "a I€, ura twtat+o•t ,+ .Sbo f At iauf fq,Aasa.t k, 1 Ra etraknOtIn cri 0, % vlydvd shoo t t, • t,jw d fCdIQWWg pewne+t F wrl ft I4 O CeOA ,raR#6ett Yovi!W n• Substantiating Data Eft w2S 31 aa+,rYt Sd3 u'YJIai `:A f,AOV A-:a+a Stttltl ffra1 Raneew r trk, e4z S as•.vn r'Ru'!12'kYhYratt ! •5 FttorW bw EMO,nrar'nq E•Ivt'4 I,pned A c'•41td>b1 Frsnit Boiv[Sda P E rt 0,) tMfq,rw port armts Evatuaetct RAI A 1 L"I0, M tbtrt a#r+ iatnst t.Wk ewar+ca h+n tA•.°n s" WF rn NoClonlorwro ,AAM TAS :'G2 t.W V-dw -;ter Wo 0 , ,9,l ttlJ SOT A40 17 001 by fpAov+YiteJ Tt'lnrq Jac Lw„pa ntasdlr urpacd ,esntalLCe via! tYt1L: CLrAon: aexw hoc JW3 i+w +aeerdaL+:v v,R TAS a,ld TAS 20i t,t ito"dwLp, Vaf t nd ,opI;;I lb) tidT-AS& 17401 ty 2"wita TowA q Inc CA StnKt1uA1 ww*wvv Cair,da w" hwv.`.F...��o" pfvWrsd vaboo svawat, ow Vlowy i }t�•3 on Al (ffit•{Jt'I*" snd=ct tau" u*m t0 ip.� Vial dmkgn "Sow 1 iaarsaim AlOwmabor Spoom P isJwwrtfn "I 316dm 1 ~ttn Gkm T,tprAsaa 1 Af*fo1 G CUnlblj 160 SW 12" Av'f.v4 Sv111 SOt, 041•196,0 1kI&4-, F,0a10A )3447 - t9S4) JS4 0660 1 tt6s) 196 9999 tlAvpErt:stt,•ta'eLiiAtll.raa t Y41 wita:461,w,it} Co. All Anwx an v,Lmcfa And 4A1ats "-z :40A (laltarnfej 1;%W 1t0tnt r4ock W 131% aKAette ,h telwaus Webb NA ow twee el Srw dttlpn Lt ttat L,vanlyct t49Aar16ar, sa„r 9i•+•"b A Maf ++r,7xY�w•:1 J� mnf�.i+� ailsr',4Y >?f rwru9 taw a ,m-+H n.rrrwAarl •fYGw inipacr Resistance: LAYy+r I11YRVC'. ttt'waywxa r•Is twYaM X3a wJnx;uwmaJY trot! w,raw,ta,a', a•q rvro Ia avro,aYq fw.el L•Ar a•rtYCYaL.A) tort n c�:rlwraaal t0Y ��n thY rw+R,lrmwwxwJYYry dr.aypa +Lxl Jrrau}vtaine't Wind Load Resistance Ttiq t (AGfhe l f," reel t:i^'•,to,Jw'•+'SuaD M''.R Reneir "10 lvxh Wt wck Af,+1 I,) Itee than SCtlek1 0 m t.* ReU*.1t.w've PfrA kAl E, aluoiww DoLunwwi r+ • ar(pne•+Yir'y q1 Yfa,irnUl MStaNation T'Bt'n L r,t,ua r, a .01 tar oletalJYaI Io IiR0 ca g4an";e •vet#, Ytt .e•-.oec9frir OrarnJt+t Cra5lanton Dk uowrvt u' ariL},rwl+Yewp oroa %p *h",wfh tt rn;,rrt x,Y r+ s MtAod thotb•n P,rsiv[t clJrTgra,.sa• tha ho M ttte rt,tte,,sl af,ec In_11n t1w ptal ou s t,•4L*vwv Pt Woct Evwuo&- Docunrnt o e e^ametnig7 4r&*w t Limitations B Cotrditions of Use: Uw of Ir at Fstk],Kr VYa t tF d Q;,..R:iv+.ADC. wft Ftlr ,Nt(1if6., P„]duff F.vA,tia1•Sn oc-cv,. " angnaan,ft die++,^al as ,w!YKI ha a•n �Ik sJJ �'•Jrr'ri"i JSrrti w!1*du'tJ.y+$1 Yhsi t)4 Qt•,�t�Fnt,,� lt) w7dfxsi at s'Apt'r4nLp,}wtq IvarlA v'W 1hy1 ire Pt • rrGyn'I+"- - t�,ltld Xn Wfxat �v,)trLt ► r 4 ' tCt}wt1Vk i wiYv:ti�t £y+9i'•rOrH gFYt'a sit nGi s�ivWr,llti k< ,r, tr.) t,r6ndV,:7 i 1w$VK•lvv A#WJQI silIsIfuiw trig be d4alWwJ lw an a ant Iloo,,64; GR®Yn Ul a r$q'sI41C D'o1a,Yyv+lt; "gwwef Mt , ., tan•a+-"u. wfw)r rw# t,ia-rv,w,9r}' wen{wM•,J sn•Ytl in 6.rvelxaw.4 .tann,sl 'c�s�vvuY, ,..ratbnwa#,•Jr. MJ utGne• },,,�1i garaa0,t tl M i<°ramx TNN ",4I A tin 1*" oft rYa•t kv use vvw.n am mAt." me "on Veklrrty "toft,arw Into ft4VTtzt rtr,JwofIutl> crag► tRe+ulsrd•) P1 ..- Is,A16wetwWo JFxPftII 160 SW 12" A,111v1 SVirT 106. Df1•,tfao 61•(•1, I,•)•:D• 31442 �;9S4) 1164'041,60 itt66$ 396 9995 f eAwltSR aa:lal lY lYGR+Ia.r }s SGw t hcr�iw•fwsR,rAi }t.Car >A �..5' ` ^ua+an t ��S ,�1 �7r L( T•' '' • , f i a i A _t I � 11 ,- _ j 1 w1 I L> 1!s• xY' M a..w, 1 4, It. i J e p �• `I r adx Y " '.: 3 • �"r—�.. _-«n,,�' �`4' ,., � q�, •�Ay~L � f/ I ,. ,. .. �_ ,l -+. .".�- I •e ' , vets mtR a� Wa"A A'u a=�P icF,]wMY r»-'M �r , n 'w :, T fpt w• a. a' �wA�s T -. ...- -� u..• se' , i i�' +Naaarlrlr. 1.'y'` .hd� t r Jf. ` 7 teat., -r'91s r wt s'Wr � f 1'' r , s Y� a. , +,7 , Tut'• .. f" t tLi , • 1. -w JIA . ..n tit•+ h , f.1 '� r a � - - /.:1..•:C7S".M. tr,�1'1-"LM.sit'LMtf Jet-.:'3L - �L l 1. <v � .• /1. ,. �3•n rw.raa ... v t !nT.4LtAJl N '- 4"_Q ..1E �_ OQ _E-Z HAN9 STQRM PANEL 1 El Q _P I, ,ATE.. G RETE _ LS3SK AIy-D-_..WQQD STRl1CTl� RES rszTraw' P:yiQ;' Cfs•ICI[Wt 17,r iy 'YW Jh C �hrw�s rs'.., AbZweY ,a• nr .l rPJfi=- ' 1-N., q.. '+t.Ar7 `r- '`.Ta '!• r. ,M:Y:'p ,W"". • '. p■1a,• Ifx r'MAC! IT- a E- . +r'')rWP - Sr ` ;Mlr • •• 1,KV Lou Ly 1 i i i r x,. ! 5f -w•1 x.__•I NWI'(J4 .� �• � �t •tam � f � i Y♦•{ f I u +aRA% I i J r , 1 I r 1 r sthwCpt *tr.,1B•1'tTvi R 3 �..•,-r�r � � s a 1 i t t / I J • 1 " � 1 r` � •s11 7" .•t wttda w:J� tom; rA,r=ram # 'T' �•: =.fkri 04,' tJ1i WALL lttiUNTL} iYAfwl..11Siifi�Tl� s�t:Tl ?J_..EZ ALERtisI eztx ft• r/�l /j 'w �r`Ytt xCt ILOsI'JA- "L004s; COCK 'Milo -'• Vaer< 1, ih..,•.i: • i L I. VAal,t Lrk,..rty -, "}. ti 1 i . . -. ,•e cxta xs VGR vw4}i? 3ii. 310Pv FANt'.: + rli+tr taIGAI Art.,.. •,a._-; ar-w ,•A. Ss 5° CK*�r:.•• ^,+*+;, „' -t' _ Y f .w r ,°PiTx3: s wLTM, .,1- 400 , I Ahr 11 -O- VA} w S. $ - t: -st - �rY /' t� C l A,rs• PRGTECTRli PRROOUCTS, U,C,! fop %CA ,P.7V ""E Cf?+f' 1fK-CM #-.x' 7 '$y`e- t. 6 V itlt b . t� Jr, tt Ss�l..rlt-f ra+f ram: •.� w.` �(: Y t y . �� ;. .. .._ _+ w... w'A.. +.nc Y t 7 ,. �� .,Jwo[ Mh.•Ar,r+Rw 'wwe. • r,•e w Av.F Y, - ALL AMERICAN SHUTFERS AND GLASS =—=R MAXIMUM ALLOWABLE R I 2490 C;Ai VAN[ZECi S-l•EEt STORM PANELS 1'iVtiZ &NON Ff!*`t'#Z, DESIGN PRESSURFS. •. DESIGN NOTFS: "zn ! r'l AQ•T•• IIT.LTs '-`isTM ►!h f1Y1M Wt Yt.M.1it L.)'S,W wi S,yL1t 1 `+JLI, t:' P]" tAll WlIi to ss-sleN Wwi'of L<Tto trdt y w y t_ wtCv it,ltVt :.+Aril—� ti A`1q,..+Rav%'t.La .. t"'w..ir"1 Ya�JfLi s«rr)Aa j 1 4'M A'` - YLI 1., iP a.#1 sic ..R 1' FtK SS ,L Q'r', ,I3"�"�,Y•aI I. t "+ A A1Y BL.tr♦1'N',. C +Yi �iR'ILSL w.t Lf•••S f 'LYAAIy a54I r+,Y,tTlvc.ytnt':sr:Yv t^ [ may_ 1 i T Tom'' - D'J_Fr-+ A %Iftr' t>b 4Ji f3tUl+e L{h r!r ,•k;3dA r �L aix Ak54tOt A6 S 5" Sff376'A < i i x� rr y^ I GEt1lERAL MCiTES, r RK9 •�'L^. MAthi.Y<ql .LLN C7CS9G1,t3', AJ1e1:NALi it i✓{+.7LA.f1? IY }{!Tr'r+P �yM _�} � ! - '+ I - '. I w, Ar1 xt"->x •:SG�*+1+:} » w$�-}PI}Y�Y""4 GV r,4 Rgtj�a."��'♦D�L t:M K A.a. i�F'=:ci'11:4:4/ i'L'•Y Kt IN5:3i �L Cl'-,Sif! r}-�.4 •AwI Itw t' +� :S _ f _ '.. r.r, :b) �=�u:•.s .RV �sro"•,Y r: a:Yw'�aA c.�u-mTu..n' •aD Wlfi:>!,1'It=.ggir'h 1A, j i ,t:� � r R t a+, ." p r_.-- :OWRIVII I}`r-"1A "3.0 AS J* iT •m etrl�fi�as-eA�tuxo.cas t.+cc•i/trivA.+tt3wsr ',lYp^Fic'cd :tit °Jlri�s5[ JJtAtaL M iLtAS r9rt4JC1 ! v�11-ttt•.t.vtllwL«3LIx AtI:,•NJAlsw t+i lLt aal>iwlA, •,r'SAG71wny � -- J• . I,i f$s �M1rttw i:'Y"ycta4t? rn1 •t ?+,-?f:t+ • j^` ' -f ,i+F'"t sa!As7.'•n.At wftr+�EbM.•tx at5.ao r. L.1G W*:Tr-,L K 1!$A�,t•«•�,t + _ -_ • ,,. -,,,- _ (- G ' � !•%- t = - - rtw• t+'€ J,>~T1447 n' N AvK 6.>IM rf� ° �Y6t TG -:1 tw #1FL'!, ii•,� . f w1t 4. ' u,•pr,rAOn VI _r Is"a Voc flor. t==:i I, }IaK'f7.: yr.totes-.�4rtrsn�if•as..etrnyumOt:t>< aetir sir. (• 6. J'T+a ItC<JIfA �'_ J. : °y'ia oYtota '1ta +ygyatt rYprR LOAF/ tmr,"144T. M a..,:'l t:z.1%,4t .YY4 '+.. tbFnL•w'. r 4.5M Ia .attA Ira L�rtYY.T[ it" Aa W,ILIMs L> Y� ''$�#Yr ^f'r'hb A,;h •,� . € aA t,fr�)dlre � ♦ 4 t.rrsYM1, •r'•rE •.tA r,a r9 a�i .rc rc-rN�x Yi :tx"r.-a n g _� ICJ LJ1 w- \ ^ a> _ .. ,. ... A• •Ltt'. "-- b w c* fw✓ .•.*s4. .«:�,t irT�QA,+-,%,RtTa. ,S 3«'sx ".N,tr[$ii i-U.r.J. • r#?,r i I oaf v<4�"i0W3 NT A4# �Iltr rf.�7.sid0 V�44 •twAy+ttr-- w.*Ic: t..0 w ,•E~+ r, r�:tt�+•t is MI. cc t Lf w ,vr +- aac •K•rt 1 3- A p' �R , t p t� IC,$ p �,i /'�� pf�n r §, i ION i T 1 M1'�ICAL V R �r ICAL 1-L�+1UN 7 ELEVA i IVia TYPICAL I . 'ai'!AC.q /r$ :hall , l'Aa M'tiMJv7F sav :l oYti.AirRVn •rp.iP 1•Yw:at#.LS 3Lv6iMi9, w• YAi 1•Ar+trY fRUC tSA• 1 ..��r__ +6'74�ftSft 'ia•st ,// >i f .i► S Ip R •vkciIlt{ h''i�'F +�, :s T `,+` ii. iQ� a1 � If y _ S � ,','. w a „tM1l• - rJlieA'a 33StT1I i�3fJt:-� tY'+rtrrkA��'�C+4a11tit ": rLvw7•{e �.� i i � f' -T�,t1A at eATwa,r At'i R. A^-r 0"a'�94: Kr Y iJ14 tl'ayr<•�� )ttR-7Y ,a'•�4, .JLi«#+At602t1^k5 �. t4 +- rt-Zt•:" fiia 1'x„C L "T 'I .Y: 11airif "at,[tY•YAi .1 a•I€x,t'a l'Ki ,rat,', f ♦ ,!, [YthG S>s•♦.s .. -.:o tilt G.. ' A t �.! Mah7r i.�3il_ GCL•LNra qG �•tM Alt) sTt��t•M, •}u.r-f• :•Y .... AR tt0fl1 \ ,))AY A1' J, ''�, aftt„ 0a�,»..zAwa#a:>�fUaa atlrr. •ra .wit, •,-'�F AAJ r6 ijl t, i.� rot lc .,;,A„arr'mt•,r, tlai�q,w-.•., wttals a,v+�vY, raLLr, i t+;--CA, 1 I rrySs:i,',C t LAW,& ••a •y'*ai110 Y,+°QZiO •s rLLL• �, kitrS�AS ^e ta't aA1,1 ,s a. 1. „ir1D RA2 A r�� ,uuswTr§sr I �.,�- -.j j � 'I II {j{j Jt ,tn «na rs �., RL •*T•� ILI. I, ,t• rb+ Mei't uu t-ItwFYt T�kTT6CY 1 'fry. 11 fIIf / { rS °�+" 1 �. j I = F 1♦ -- —'t• b:F I L� iA h,t tw4 aA�KW161Ka .�i,t(i+t,M •: Ca .i,�T CR.,4 MP.rfl4t'. Tilts trttAh1101lillRiW1 A. •i R;r'All lwL si II.% fxf<'4 Lt,M4i. � V t•.Ac t. #Ft 01"df?, •�L �� 1 --$ 11 { -�tt 3Ldrl:h r •,�. I � i `� �4 �'�'� I � � ` iR � z:I-V C011.1`tu•'"-'. a�G�v>"yJ,a »t to '+Ri: It•ILic ark1+15•tW tM tU+t :rx•'sA•ras t •+.r •L.f.c.Sa r. • RW.td, ,oY aJ.:ml.;rr..=ts I 'L[ � � € i I E t { I � ',�I71 ''. I j I `i-. NJU p• + 'W i iw��:a4411 t5 a uA(W't 4n(y iGu[ L4 Ltr7r YJ.ilt[AL i,aaY. sACn. fr£ I.K fu:rr a'e,JF '., rFu .Y15 �- i! N*'.C• rt>.• wnK ri":+amR•,M5+r Y, tEh-x •A•I i,r-3r"N• ,..K•1•`i.,irys -■/ tf�.'R u 1 I 3iytK I I - f 7 - rMVG+wr-c�.�a+ C17.2% Nr# s•L•.wr^'.•Lr J v n-_ "4% t.."x ..,xo4 .a f44 • • A„•Z: YS •t-L3iY'YS C. 0-1w, KSVA i-' rgt [a}r.u►As- u ^I T#IrR4• MF iLirAl,Ew I '3 �t ei n.� .ip..1 , • "� v,.ri ,tt7l 'r193t c'it 1 • • ,w,a� ] YC �r¢trMaY6 ai L$sq'•i�l ir•I f ,L`s4,W ria aIm 1L`� Cntraa,` t� 67Yrtttw= •LA.a1aa+V, 'La '•Y}aS AYT"AQ* MM"3rfi S J sl R1t•t -/Y,7 4 1"., M ■ WAe fl rw 3,d,• .bWta$`1 wnTyist V. 1"6-Cn I•,R 1.`L'tQ ,ytf tTw!aMCItOaK AMv e.i'-'•3Yi+l, Lii',•etfrt la 1 A11J-LP6-1..,sAl #t WREt TS1.51i'YRAY .1., n+.a .t'A. ` . ��. -*r._. . r.,. -.. \ -. !_"-; ar r � a,�;r.. 2C-31b43 jLl -A§�a A9'4 f s P�- PI» 0� K�S - _:'6t 1i9L13•rysaA• fA'Ati ii-i VISIY*t•CALC10-3R fall ;ia VERTICAL MOUNT ELEVATION r ;NOTCHED PANELS •• K Qp*� � t•sIt'1�EL53t�i,�€�LQIE SPANSCHEDULE ;ff I ALLOWABLE PANEL SPAN & GLASS 5 f ' "�:�., � a�{ 9 t- SEPARATION SCHEDULE: S t- � !Y s- = A w►"i� v r 4 ♦ a 31i a ••tree v ?- i f s w { L F , •a"'.'>tT1° T - 1 i .k" S. ', •Nr iF fi i (t' 34, 11 y '., •.'- a,w •Y +Y.«• +. .:xe «..". �--it:am�t i, t,. i` r Aor ' 1 �' s•t —t' �"' #i.. V -- -'tr�1•l,f 'f• 1-1JY tl J i- wtZr _A$i.. flT. +1 s•• w + e- v7 w'u A -A: -t 'r n F Y � Lr T i`i # { Y . ••i,w, t, Ye :ir it el I � t3•yti ,gas 7a- 1f- ! 1n'�Ae' 3 ' :/ •' -_ f'�W t J �I,Z" ) it X YY+• RJ• H _ , .aT _� -. t • f � � �, r � i � yy i a, :4 AN SCHEDULE NOTES, � � �,._. , tl � 3 � �•` d y T?On. aAw. i ;A•#S MiWt „Aat i A,:aYSA,t 00 I ,�'„t XMIDf+T Ca X{wi't A14L}rw k: y'ru ' •D,,IrC41R iN4V 11) FY I L i"r a,;'d77 ,t;wri3="i a'XS, CA IC'a,°.% „w':•+rYi rwrt•t',vw d ne5rc:w d iwY,; rAS+;,tea-': Asf 5 -�*s Y�tL11♦ j _ _-__,r f A... .. ,,. n iC�s�n•: „-YJ <r-'r. +�..wa,y,. :rtt> L.!r,n.X..a£. I - � b � ... � - -. 77 j - CV'1W. SR LtAWAl VC '„•J L.'-S' i 1 I wasa.A r.e 11 ` ; 04 " ,Li Sra `is€i ywAt;tM 1A&1 04uRS J`10- •wk JYY:" V , P:-CASrLW.LJpiroW w6.a 0144 Jk E � iezroaLrtz}•,•..) );r�,Ae,.rw�,�,.Aao-:rawr�rth.raasr•, � 4 rtr I „ fva - 1 .r-t t... +rtAA�twr also �.• «r.•r LHI}= :t A •tl�° t. Y •i rl . ! _ tis GLASS SEPARATiE)N NOTES: O _ �� ;,�T - •_ . , a . I{{ M fh+tv '.,rAh _wtxnt 'ATrH ate.-v,7Jt'rt t•t'"a.1rA 00 1q LStwttrnt %. k- �, . E E Ott I •Y. a r i Y a ,t'IAYa a � 1 a.:UA fy,{ P VL Car •.4' a)ry.ejA£, .7 fIR wat.`L#C IID "ti � ^i.-.... i •1 € lbTiY.CY A•TL9Y L!•�wviA s S Yi �.iKFRt `, r>,(L Yfi�'i �,L Mt(3r'�a• a __ j _ , d fC , +[)A. v"5t /[ 7 iG+1 ^.A tr4 .,l &rw+ h+:r=i: f f;s ii'3i+YfYAi_ i � _ Y '• a Y n t rA.. f'ArA A,.ltd' IL: x , 5 vr:M7 : (3+ywi ,. i3i..4, •+t . 5 n 5l Pln ' Y w.. tw r a S.A tr TA i rAA.alb J:, _ .. ,� ... 4. hrCJ i 1 t fJJ� •M. I Y . Yi h a �, ••t p i i K tP `J NE _PAtIL l TtSIL t �p L ?T1 #AL_ N7 R FA i tirt(Q CETAtI- i+ittAlrJt ts,rir,:rY . t— RIQ9 F 1_- .� i` x - r .. ,A:-t�-' _-G „x•x f", y.w+ �, wp+.___ - �� eta• •r,Rl �w ._e n Wit... >...... . .. ... '. �'� OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th E ion by Debra Anne Klahr PX2300 -- _ 14 wttow IOt4TAah'X IAat,.4a isls,ear Ltei• ir:•._, s'9itamt f i rr 1 } I Y art r r, i S Ll 1 , 1 E r t 1 9: •, "•': - ,+'Ili ��.W.,-. •F ,.+• v T.'f"'r ir1 , i•.i •, r-- r1NY>`KM NOTES: ,el YyM AoyLJ'1 jt.,, Rs",L,r i. t •tlT- k .• c r l kA.4% A>1Ynr rTrfq,n„ ARE .9 i . 41C F 'S'Cir <: r rhv a .. 1 ML eS1 4J.":. t' S 1 to ' h-.• J of !' f RC iS 2 .wiN w Jn+ hl[t2, TW.rt LG OnF A:,'1 s 6r.:l:). A�.2Y W 1 !. T �"•. N. a rriT'ir• I t . t - -v.e ea b .:ti '. w •A .gym � re.�. b y, '. JAJ,1 b t 1 !� s A R I rq_i 4 `,I'i 't - #@ - CtC I e�'•. ct t a 5 a ., tit, ;x. N �+A E ' _ Y �.:0!6 vt Tx F ✓1 I L. , :/ - ).-� 7 w 7. f A•r ,p,•'e. Y:" ,n A - ,J.. F '¥ - `i- t a �'e' I A IM1Y �' •EL f I ' L 'w FT1sC- R Yry AS , ..z� Ik AT.£ A A Y :'F � twA,rtft t C+i1 „J•5 . !+ YI ! tv !S li•A, 1 ItI-lv7 ,i 1/,1 I',Ip9,li 7-,TAAC A" 1 lL ,'#r=g s43 Ts� �{ i' •:s - tYi h: __, ., OR ,�r AtrR yM,i � viJ.. V�f L •-`•F3' Alti f)L /, Sa t MA Ivh 1J "f' b-!.>`1'),3: ' 4 r.'-Li'F- s -, fl. *l„x •sr wln rlr ]` wrzr. 'S iC � I,. #1.l aRs' ,Y £ ya a A ' •Zt :t;;& a Cr A• A fAr• • C.Evi A' Ibf I MSILII tl tifa a#:+.f L,. H..>= n A4 i FT -- f.t5 4, z-"•4 r•^64 A•.x 1.'h 14 or A. w I car Ftt,i. H Of A§, IA), L_ti «,Mt i•l:a -i--a Q? Cll U') M O �. > O O Q O M�— j Cf) M Cis U7 0O O LL_ — M O ,� Q M �_ - C ? < W (D U) So- f® U) LLI SHEET NO. SH 1.5 - Fa_0t1PwL*aTrLETa . .�I:i►lI�rIHL;yHSrI`dt �'..- 'Cll z RESISTIVE BARRIER & TEMPi1RARHLY SECURERARRIFR -- --- WINDOW UNIT I L- �..! # � i REQUIREMENTS (a) DOOR ROUGH OPENING WEATHER®_SLOPE �,__ _T..,..,,-.. �.,-e� ......��,_,- ,.-, v.,_.�,_-.�..,.._,en.....�.•. FTE ,SItlVE :. 0.3 in : 12.0 in R703 1 ('jpnc ,; ', , `E'1"'n:.'rr waif F.t atm ;pa;: �1•`rr 1t� : +: I'7I`xl n,ittl ? vvP att�er-r Crst�ant Pxteri�ir wall PnvelapR The exterior wall AI"Tvr?lo ,� shall _ BAri(ilEF2 / r, / j worL� FRAME cor�TR. �., (0.6 cm : 30.5 cm) include flashy �` � t ��rpri�e;i in sec'ir�rl R 7)`� TAPE `" EXTERIOR SELF -ADHERED FLASH N �r� ?�4'-!" BFAD OF CONSTR � L SHEATHING nY I APPING r7()WN -� = ADHESIVE To BE APPLIED UNDE SELF-ADHEREU FLASHING q) tom- � D I OV F R RIM JOIST ANC) t)P ws Tt W51101 D Or DOOR AND � Q 0 >` ++`BALL BY 5IN- � ,. Imo: rtETURN UP JAiti1B 6 U`E L!t ' ti r �3 1 1 Wa` a8 The 13Xte rIC4r :..TI "'rtve.sDpe Shalt L38 d@Sl�Inrr+t� and constructed !n �� manner that prevents the accumulation of rater C: c o nArl- EsftAlvu oFt ItJIJRL were EXTERIOR - _,. i , > 'ding a w�at�: � -resistant barrier behind the exterior cladding as required by Section R703.2 and a means of �, r• PRoorcAUI KINZ3 CEMT_ FIN. • r r ,Vi .- within the wa k_ WEArHEI' sErF-At Heal rt FI A�;IIirr. BUILDING PAPER drainln to #h. _ �a. penetrates the exteri+�r � ladding. � � CG � tj, ' RESISTTIVE �,�',. >�:; BARRIER �. " � �` X-'`f - . 3 ti � � � � � srAL TOPS or Jo1sTs-� ,,• r - .- > WIRE LATH R703.2 Wate m -Ave;' of No. 15 asphalt felt. free from, ,soles and breaks, complying with ASTM D226 ki, Type 1 felt or other uNL►Eri DlttINCTwo �1 - , I�r.. suOFLr�I)TI .-•` - approved wa applied ovet studs or sheathing of all exterior wall No. 5 h l applied i � �. � r (5r'E t TAIL wP07) - Plo A : ' ° pp g s 1 asphalt felt shall be Opp ed horizontally, z,. 0 L SELF -ADHERED FLASHING �_.. j + with the upp4 - . ovb-i the iorvrrr Layer r cat iesa than 2 Inches. ',Afhere joints occur, felt shall be lapped not less than 6 inches. Other approved m8 .: 5 ` . , r r trT'=', C� pp sll Il Iii acoorctarr e with the water -resistive barrier Manufacturers installation instructions. The No. asphalt � Q � C) > I iLAD FLASHING TIC -IN INSTRUXTION ~ I , : s -0 RIM JOIST � felt or other _ • „ at b; r s6s :. a barrier rTTeTteriai shall be continuous #o the top of walls and terminated at penetrations and building � rye O ,. T. G�, bid up & temporarily secure weather ! Ii r #a -ne �-t , T`, reguoernents of the exteertor wall envelope as described in Section R703.1. a) Q �- THESE DETAILS ARE GENERIC AND resistivre barrier above header to allow for � � � appendages � � flashing installation r L. MEANT TO Si IOW GENERAL FLASI itiNG 2 sir- 1her a nashind pros hem flashing under 1 t R703.7.3 Wa .,(-Ier- V:''ater-rr-sl:,ti' e ;)arcers, shah be installed, as req-wred In Section R703.2 and,where applied over wood -based AND WATERPROOFING METHODS TO weaFold ea her resistive starrier 4 sheathing, sl Ater rµ i5ti'i vapor-perrneabte barrier ,�ritll a performance at least equivalent to two layers of Gracie D paper. The 3, Fold weather fesistive terrier back overhead 3_ ., BE USED, fla%hing and seal wflh tape P2) 2 2 individual lay !:, it : e,?ert eratiy such that each layer provides a separate continuous plane and any flashing (installed in accordance v -4 1t�teride(; to drain to me lA ter-resisrive ;carrier is directed between the layers. S Ie. t jy SELF-ADHFRI"D FLASHING t !' SELF -ADHERED FLASHING i, - SELF -ADHERED FLASHING l � FLANGED WINDOW EXTERIOR %f�(DR V'; -DECK - SECTION A Y Y I-.1 C.Eh1T. FINISH SILLI POTSHELF! Gt IMNEY SHOULDER *`P03 Exception . � *ht: :��: resle.t:��: barrier :,hats appliied over wood -fused sheathing has a water resistance r•l AAHING INSTALLATION AFTER 'WEATHER RESISTIVE BARRIER equal .:I fir►=;star thaw;hat v€ F10-n4ll)trte GraCia D :)aper and is separated from the Stucco by An intervening, substa !iaiiv n•on-,ater-aDsorbing layer or designed dra.rtage space_ FXTFRX!Q SHFATt11NC3 MECHANICALLY FASTEN IF r RUBSER17ED RUBBERIZED ASPHALT C TCRI R SIiC T=lilfiG - .� 4--i" FIFAOOF C ONT;STR _ CORNERS AM IFS r '` INSTALL SI lF ACA NEEDED ETV C ASPHALT ADHESIVE uIsct++wl:nT ADH-Ieslvc TOO[ PLIEDLINDER .- F1ARHINr:.IAURP.>, �Rc uca'I�SELF-ADHEREDR743.4 Flasl 'r; ,erg Tneta+• fla-,hinQ. vin-yl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied TIIRFSiKXDDr FX)0RAN0RCTURA iLA iINU. LL LAsH�iNG - SELF-ADHEREDrLASHiNG- , I shin le-fashi, ,I :�...��c' III}=e tl'= the fnanufacturw's instructions. Metal flashingshall be corrosion resistaiit, Fluid -applied mernbranes PLASTER x UP JAMB Ei'. USE IICJIJILi NAIL I3)tANU FLA Eta 4��NDOW s l�I� 12 ►a�L t)RYLOK c:MI3 - MARONRY TIE QC K c�a r IAA VdrAr))rTz r rnnr cAUi KING, I ! (SEE DETAIL WPo1; ! � - ;_ � used as flash �`` ! w r. �' c�_ , =J�ir.Clr :1€:th the manufacturer's instT'Us;tic�ra,. All flashing shall be applied in a manner to prevent the REFER 1C) 1I'ChdisK.��p r E,xritEAAE �,_.. _, .'' '`. SCORED � f T. I envy Iaf Ovate t.;. r.ar enetrati;an water Ica ,he building 5tsactural framing components, It:TTFl+cxvcHVc:nl _ ` / - -- RELEASE PaFsi 1 'WINDOW COWATIOILITY - - �r r r _�` `--•.. Self -adhered - r :. :_ :: �.is;: �� flashing shag; comp;y ��ith Ar�1�A : 1 i. A91 exterior fenestration products shaft be sealed at the iuncture with FASTFNER «' r s r . . _� �.. '- 1 1 3 Ia Sf AT SELF-ADLIE rLa Ixvc 1 yriF ,wI+I RFu FrAsrs n� I`A `It � �xMi the building v. .:n a complying with AAMA flJt� or A5TN9 ;32(1 Class 25 Grade N S or greater tt�r proper joint expansion and 4I ,SiFAtANT X)iNT i CXTCNU A MNlMVM ( 11 '�: ^• j , '°'�` '�' Vd'HNL7�:I'w�� BI)I;K TO � -._ ! •o1,tsi+� �5l."Cwnl contraction, f •.' :; 1 E %'I , ,-- �: �.�+ $1;�, or I'�theH' d � roved standard as appropriate for the t e of sealant. Fluid -applied fTlCrAbfani�5 used aS OUT EDGE_F MA 3N12Y `- � � VFIITIr:AIIY16R I t}YP PPl ,. • an flashing in ex v�«a4 ; s,I: i : :13'i• l- with A.AMA 714. The flashing 3hali extend to the saarfac�: of 1hI? exterior w �l! finish A VMNLXM BUCK - ,' �`� - l `y TTOI,, 3 I - i� �` g � PR g � roved flashtn s ►' . '.:, . i) SIA A14T JOINT THY �.x � � . �__:. • � s � � hlREsrlc�t 6 still) t?E insta ::� at fhC ?DittiWh�l 5} SEALANT rROM , rNStor rr>rr oT m , Y - ] ' r `. WINDOW FRAME , : s. "` � WINDOW BUCK I -: � `> '� . � , AiI4OSS rW O 8U(:K ' ✓ 4_ '�,SECTI A (SEE DETAIL WWP02)- W .,, $ EXTE f- , 1. 1.Ex ^ .n.�'c.w and c�tl+irTr openings. Flashfrq a: exterior wrndc;vv and door openings shall extend to the surface cf the exterior watt AI IAO"NDOW FRAME ''..�� #, s I F-Ar , ►�H (a I n> r �1�I c .'' finisl )- to the 'rater-resist-ve barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings R = ''! �% shah _ ry 1; m v� ith AAPAr"� 12. Flashing at exterior window and Moor openings shad be installed in acc;7rdart�. a with one car more of the 5) 1001-LG T � -�".�; RELMEW NTS ' .J BEAD FIRrTX'.I1Jt3 "_� - ` - f v _ $ olio F AT tlr c. ANTI �f.°;Nix I - T r ( _s SFI F-ADHFRFD iFi ASHINCi �! �, 5 1.11 The fenestrat:oil manufacturer's instal g applications FRAME __.-_.._��. � _1'�ALANT WINDOW FRAME T �":�•'` �. 'N.d1I,Ii�$C. FtAr.u,E � � ,, `�� ; �, � ,,. _ manufacturer's the fenestration installation and flashing instructions, or for iications not addressed 1n WINDOW t3LK:KALL THE WAY '--:, 1 � 4 fact,,rcr � instructions, in accordance with the flashing <�tanL factLlrc?r'S instructions- Where flashing instructions or details are AdIOUFID? �-I+C:LLICHM CALL., � flashing %dull be w5lalled at the sill of exterior window ar+CT door Openings, Pan tla5'hiriy stlall ire seated or olirtTFLASHovEa s SEAL TOPS OF J(nSTs - S i • ,.. , -� Irlal?r-er as to direct water to the surface of the exterior wall finish or to the water T'esistiv�e barrier for subsequent t�+u ER L*CKlnfc (� v10TTOMNAIL 3 $ (SEE DETAILWP07) �i 7 wsainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides AWE 1.2 1 2. In .: -s-or_�an�ce with the? `lashing design or method of a registered design protessiorlai SCS 06 05 C:MU INSTALLATION 6 POINT BUCK ANC} r r 1 1.3. In^. �'ar c with ether a `roved methods. • SELF -ADHERED FLASHING SFI-F-A[7HFRF1� FLASHING, � � - � �-- SELF -ADHERED FLASHING r, A / � � FIt,A/yVL�f+�A 2`�G, Fkv1f►,�AAMAi �N[3fv1A 300 or 1=iv1AfAAAr'lA1WDiv1A �3C�0 FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW W 0 EXTERIOR DOOR WITH DECK �� 'w' t INSIDE CORNER Tyi y - In a 4E I:aI, � � 0n F ALA :� 100, FMAI AA?v)A 200, ' �7ti� 2. 2.At ' � £ .. �f �,:� ,.,r , s or othe masonry construction °-.:v-tth frame or stucco walls, with projecting lips on both sides under stud Ground -a- . 3- 3.lJr 1c or metal copings and sills. f i 4.4.Ct 2Q22 r St EATHiNG _ i5.5011r s, s o a..: attt ..ti fo a wall or floor assembiy of wood -frame construction. T _ - - 6.6.At - I f Water Heal tans Bamer 7. 7.At �_ d JAMB, SILL AND DEAD DETAIL, % I Lath ' 14- APPRovFf) V. *ATrNwc; - 5FI F-AlDtIERFF) FIAf31 I,_, -- = ` �z Sheathing - - r - Virtual Review assist: -.r - . . _ ANT TO SHOW GENERAL aPrntovcD HousewRAP - - ��_ ; PATCH L rµ �� i R_ l� ., ARa Ci F' ! C i STTtUCTaLATH TWIN TRACE{ 2.5 --- - I ' 3tur cxa . USED. - roved +� AND f1lA Ef-�I�[�OOF-ING ME I HODS T Plans Review comple d and Opp f . F _ Jra'CEMEWTPLJIBTER�� _ ` I � • ---` ' � �'� L�4�U. or compliance with the �020 FBC 7th Edition , 12 M11- sminl DRYI OX ExTRrMr y Debra Ann- hr PX2300 APPROVED FLASHING TAPE }' L}OUBLL Lt I __ _ ___ n� r JOIST .ac,.e.r,m. aFnp ° f NT ROCK SLEDAPPROVEDSEWITH LA �-_.. � �+. -•, � FOuridaL�1 Wait • • , � r E,idaCst f'with i TOOLED APPROVED sEa1 ANT SINGLE- � WGC� E - '� , � � JOIST BELOW/ .� dry ri��x« v au.,�d ,r:cti?,n with 7t8"enoent Plaster Rw �.LF-F+DHEi�t) FLaSHrNv f c��^ f I MI 26 in accordance with SELF ADHERED FLASHING ° , -- SELF-A#�HEREt? -- SELF -AD ERE S.. . fi `� - f ,ti�f inaccordance =!L J _ ;% r , ;,�`= FeR backed rr�t8' �+ vIth ASTMC 1063 ,= �'` lathe in accordance: I i` 4 FLASHING FLASHING: G � � / � ' ° --'� with ASTMC 1063 Uuil.dinq Paper _ Building Paper -" �G � Il v l sheaths 7,'.- _ f. Id16" 0 S.B. SC:S 06 tie WIN00W FIN IN € i-i�1-ACP Wi H I SELF -ADHERED FLASHING SELF -ADHERED FLASHING ,r-� � -, i -F � � - -� - n� _ _ -__ �i V I �li 1.. �v tidal T -{TT _ t� sheathing �••� DECK JOIST OUTSIDE CORNER I- FOUNDATION U FP SG!<t '° Ftashirl ` �- - • ••�•�• EXTRUDED SHOULDEf? `' I - I { 9 l 1 : - .. W lO Screed - in� Old h Per SELF -ADHERED FLASHING z f= LEGEND 2x FRAMEWALL - - .- �_. Manufact- Specs. z ._� -e; STRII>C3F SAI t_ Maintain � -i--+ PRODUCTS (D ETA l� 1LE FINISH _ � Bcittorn of caulk or similar :Nc rsAT r -a-;, �'� ]f cauk bottom y I- VIWftAGL R,4NL WIdt3 tltdr,Itiiil4rc 'Iiitdd i S)STANT - --'� RARRIFR IWRr3l _ Weep Screed , , ` joint only R(7t (sRFAK wFATi iER RESLSTAIdT RARRIFR - __ 1 1 r2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO ?,2" DUROCK - --� _ � � � �_ DOREAKATIB �,r�sruRalNotsriLaT1I � Ai Above Roof `''��.� ' ., �-- �'/ Screed U) PER THE FBC RESIDENTIAL 7TH EDITION j2D2Ct - - r FRvcc F�:Fty - St,�,IIT,r, ' lnstaHed As Per T 3HEA4 i lI4iC3. CiSF(. PLYWOOD, DENSGL4,1 � �- 1"-4" PER PLAN �`- �` 1Aa(tr,Ifaet. Sperm � Detail Instructions ,� I �- WRAP OP WRB ONTO !.� ; \ �` C) 1-Q PER PLAN ^ T1IF VFRTICAI ,' `� ` -- 1i2" CelfTentitil2us Q Refer to the number marked as 0 in each detail that corresponds to the SIIRFACT TO TOP OF �ement I ,� I ! �. Decorative Finish � �. numuerea items in the list of instructions rielow: / � � FLANGE AS AN AIR In accof( J �_ / BARRIER with AS1 I ` � All inside and � SLOPE i ,/ Y over woe l 'fig' '��' -_ T --�----- � rX' � �� 1. Install self -adhered flashing in order CL as shown b numbers GMu i .,,r tNc H r LA1�Ht;L �� f l outside corner will y �_ , floor 1; :: ,Qs • ,.• 2. Install flashing and weather resistive barrier to farm water shedding ` 'j%�,,, need i _ 9 a laps ,:tit �I,d � tke� all p PER SEAT DEPTki if h flashing can substituted f building paper __ ^� -STRUCTURAL FRAMING � _ � ;. •,J lot joints need v 3. Se ad eyed as g be subs a ed or I.! #J pap � �✓`��^��.�•"� � ,� -� f � c L .�- ' -''� .• ' . hF*calrtknrt IrS,rltt 4. Split the release paper using the ripcord {Split release vin demand, FILL WITH GROUT -- _ d' c; s_ II - { �� ,,G i =� �, -s 1fII1c H UTAL SHEP.IHIrJc3 Stampede of Sim. embedded in the adhosive layer) - for ease of installation and to - . %' S'� .... THIS rP IS A RESIT OF caulk for Ott minimize Scoring cuts A W w PLASTER STOP rr 1 I] `'..� NAiUH{AL SHRINKAGE. STfilr OF SAL• 5. Remove all release paper per standard installation instructions and U) txa rx T sT aL. - �" CL _:. �. ".= Cn CI;,NTINt�iUS BACKER , . • Z .�-•--raRAINAtiC PI ANF V/T2n ! `� adhere to substrate using a square piece of flashing material (6"' x b' _ - C) _ WN)A SFAI AN! -DRIP rME a PLAST C � � FitHdl I ItKC !YK YWI1t� � V✓ Minimum SLOPED MUD BED � Acce �, IX 6. Fold as shown by arrows -- Q ,F I.1Tir -- � w 7. Angle of corner may vary, adjust folding of the flashing accordingly tr_+ ---- �_. ' e . .., 0 fit tight to corner VINYL SHOWER PAN C a . r� 1 t� 1 Note: E. A. Mechanicallyfasten as necess rr y The building paper and metal lath must be i ui ,E- -= � --- � • • � ��f �"I3 - - installed D e t e op till the v �ep screed. t iover t vPF PLABTEH MI' Plaster a -CONTINUOUS BACKER ROV A� OYDS ld"iC3� kt � ��' � .3' �.(� � I l d / b SEALANT - ? of I;. , ': _ " r I� f i Z < CEMENTITIOUS FINISH s ` ,ramJ < � J C1 - s SHEFtNG WP i OFFiTIUAKIILEVLR WP1 - St ED DETAIL. sH0vER sEAT `� � s�Ai.FpoT Tc�Rc._ 1 _ .__. ___- _.. Ai F WP1.0 A 0