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HomeMy WebLinkAboutSmithfield 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 -ROUGHSAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM -SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I = STAIR CALL OUT HEIGHT OF STEP DOWN = C FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE TALLOWY O= KEYNOTE CALL OUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 O = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1ELEV NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2- ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al F---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP, 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS, THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION.POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. E P4 NARsm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST AND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0• WATERPROOFING DETAILS luc- -1-2za MAR 0 9 2023 VV\ Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. ��(^+ N o N f [ . { 9 O M ;• s ' olj s ry ,• Q W ' Pot w 411 0 z N E L. 0 0 %Q co M °° 5 N +- } D a 2 u oc'. 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ALL CELLS TO BE FILLED SOLID W/ GROUT. _ U_ M 9 � oo S3 A7 12 ELEV - ari 0'-3 1 /2" 30'-0" 6' X 3' I 5'4" I 3'-4" 3'-4" 3'-2" 5'-2" I 5'-0" v I 2 I HB Q 0 ❑ ❑ ❑ ❑ ❑ 0 I I � B I I I on ❑ B - I o I N 00 c0 � � N I❑ 11'-2" 11'-7" 7'-3° SINK — —LAV— CJ — — — — — — — — — — — ——— — — — — —— — o L- -J ❑ 4 :;T 0 0 O N 0 v --- — _ —� — -- --- O ❑ I 6 0°°°o II I M II W'T II o ❑ 00 15'-3 3/8" 5 5'-3 1/2" j ❑ tli D �— iv I v ---- - - 0 1 P• 1'-8" 11, D 13 � ° I I I M II J- N I 4- + N o O II ' C14 0 v J S6 I cs 0 10'-8" ❑I o 0 ❑ J S3 HB 3 O — N ❑ ❑ ❑ MUM 1'-10" 10" 21'-4" I 30'-0" i 10 II II II II ❑ ELEV. I ULL I II I o � H _ _ CJ N 2'- ° (D W I i ❑ CC S3 9'-10 7/8" D I — — — — — — — — CJ — — i N CI— 13 I M U Ili �� ao I II � I � N I LLB ❑ I B L 1 in I ❑ M ❑❑ ❑ 1=7=00 I A B I C - I � -"I-- I A I 16'-0" 10" 1 -10 I 3'- 1 _ 0 3 -5 ELEV 0'-3 1/2" A7 = U_U:- 9 a 60 FOUNDATION PLAN - ELEVATION A 1 /4" = 1'-0„ ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF * MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 11 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING oA THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. CO PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY @ MONO FTG 16 x 12 DP 1 (2) #5s CONT. MAR 0 9 2023 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 O o oLO CD co I * O ' C LU 1 � Q o w 0 z Q W 0 U �"'M 2 N V -0-02 m L � o -20 0 •N t w 13� < QN ^, W co 'i � L 0 - .- 00 W W W ow F- LU QW_9Yz z w2_j W_LL� 02_�ow"o°_j° — N2<0xzLLL-OZj wU �C? U O z�OOOmzz�¢v Wq.j5ww5wQ� LL0Uj OLCli O z LL _wQ�ww QQOz QXom QOwO QQQ0Z LL Q 0 F- Q LL M O O N W � = O "0 0 O n Q J fLn U_ �LULn a(yj O Z I— Z W Ja J N N O N r O N O O 00 M w cD r o0 r c0 r O N O N CDr N N O N O N O N O N O N O N O N O O N O O O r i O r i oD C� CV M i 00 O O r CD O O O O O r O r N O o NU-) > r 0 NMVLOtoI-- 0 0 0 0 0 Lo 17 Cr COCD Z Z O W Luo 0 CD LLI ro O O�a z ZM LLJ H_ � F- Q �1 �moz =I-=z �1 v Z Q z Wrl. IZ. z z 00 L 00 O d 2 z O Z r- U)z 1Qo Z U v g Oo m z Q Z J W N � PLOT DATE >OLAST Nov. 30, 22 Z O J FOUNDATION PLAN A 6 11 0 N It 30'-0" 10'-0" 14'-8" LINE OF ROOF ABOVE NOTE: SEE SHEET S-11,12 '1873' 9 FOR LINTEL CALLOUTS & CONC. PAD DETAILS A7 bo C%4 SH 35 HD AT 7'-4" HB 5068 SGD 1 I 00 I I DINING ROOM FAMILY ROOM I "' „ , „ 12808" CLG 17'-11" X 13'-3" 1 8'-8" CLG 7 5/8" „ „ „ „ 4" 7 5/8" -4 3/4 1 -11 3 -1 6 -9 5'-11" 3'-8" 4'-8" 1 Pt 6" 6" PLUMBING Q I STACK WALL 2X4 KNEE S6 N WALL, TOP °_° AT 34 1/2" 1 1 REF TILEIlk I I 2Q Ld! DWG KITCHEN 1 o mo SINK W/ 14'-1" X 9'-6" I 3 DISPOSAL 8'-8" CLG i J 2068 2 A7 Q c S6 1 OOD/ RANGE U 1 N PANTRY mj_ - M 4) 16„ 100 4„ _`4 / P SH 7 1 N O O PDWR R w v v N 8'-8" CLG _ a W/H 4' INSULATED �- a 6� BRIG WALL — — — — — — D PROTECTIVE (20 MIN FIRE — 1 S3 BOLLARD RATED DOOR W/ WEATHER STRIP _ CC _ LINE OF S3 4 INSULATED --,FLOOR ABV o) BRG WALLN 42" H. `4 1 LOW CC ----- SLOPED S3 10 WALL TWO CAR GARAGE ----- 9 `O 3 20'-0" X 20'-1" ---- 8 ti A3 7 6" HIGH ----- CONT. 6 FOYER RAILING D----- 5 S3 ---- - 4 CARP LINE OFGARAGE IN-----3 TILE OPEN PO IC-5N I 1 2 1 I i !UP I I SH1/2 34 I I l I I I I 3 1/2' o I ao o I 8" �! - I I 2'-9" 4,_g., M M v HB 16070 SOFFIT ABV 1-2 c ICID ENTRY,, X 4'-4" 8 2'-8" 16'-0" 2'-8,, L 7'-8" 1'-0" 21'4" 1 8'-8" 30'-0" m00 TIE BM hk A7 AT 8 -8 �� mbo W F- Q FIRST FLOOR PLAN A 1 /411 = 1'-0" M 0 N "v N NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12'1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 0'-0 ;7- • - HI • A !jT1T1T1T�T�L?lTiTiT1T1ATlT1T�TIT�T�T T�T�LT�t�T1T1UT�T�TI?Kt�?�T1T�.fl TiTlTl11T1Tl7LTlTiT�T1T �T1T1T1T�T�TlT1T�1lT�T�TiT1T�T�T�TIT�T1T1TiT11�T�T�TIT�TJTiT� Ely- MR �t�?�T�T�f � :���1�1tS r �- WA r 6 • . ' '� r got FLIR r LINE r , r r r r r :-•• 8'-0" CLG „ .•, m N �w Uo(9 = W 2'-10 3/8" u 2'-10 1/2" ff4„ 1 V-31/2" WALL 7 BATH #2 7 A7 TP TB R&S BEDROOM #3 10'-0" X 11'-1" 8'-0" CLG 14-7 X 9-1 AHU 8'-0" CLG A/C RETURN NDER DOOR M a' U)r` N 1 v v A3 c 3'-4" d 1" 2'-11" '-2" 4'-1In 3'-8" 4'-11 5/8' M � ., WE ATTIC NMI CCESS NMI r . JI 1 2668 � N v 42" H M 8" WALLN z F WALL 42" H. SLOPED LOW WALL CV CONT RAILING 0P SH - 2 Co Q BEDROOM#4 to • �T� llaT� T r• I SH1 34co HD AT 7'-T' '0 g" 11 / ` ALE 11 / — — — — — — — — — - SH 25 SH 25 " EGRESS / HD AT T-3" FRAME EGRESS WALL 5'-4 3/4" 10'-4" 5'-7 1 /4" 4'-4" 41-4" 21'-4" 8'-8" SECOND FLOOR PLAN A 1 /4" = 1'-0" ml A7 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 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. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAR 0 9 2023 Virtual Review Assist, Inc. Plans Review completed and ap rov for compliance with the 2020 FBC Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE D 30.0 -33.9 30.0 1 -33.9 N N 0 M Co r n , t--A Ln W 0 z Q /V) N LO i 10 W `T L o U ' M 0 d Vi N r�i -_o d CO � Ali' CO W ` O 2 O � f. �8 0 O .� o U O' .N p W C V C) � o00 wW (D W W uJ'W_W vJi ~ZoxgI—w W jZ Rco <ax'ZW Q Q V 022Oo�¢~ =uT0W9aOZORoomZz �� V) o z �aa>zYOZzu-pW0Wa <�_< Lu V5 23 L�a o o¢z a 0W 0 F.¢u a O O fV OW � = O O in O O ro Ln Q Ln J LL O Z FF_ zLU W J O N N O N 0 i N 0 O 06 M VV c ­ a ­ ao ­ 0 N 0 N 0 N 04 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N O N 0 O O T.- O T- o0 O CV T-- M O co 4 0 TL& 0 0 6 0 O O CV CD O p N�o i 04 0 M 0 '0' 0 LO 00 CO r- 1 0- M � Z z o vV �o oWCO o O O Q as - �O 0WUj Z ZL~� r� mZ=2W�z J Q 0 >-2ZW■--I Z z 00 Lu � �agz Oc Z rI CLz • • � Z ~Qz0 U V g a 0 O M� W m Z a W J LU N oo cD LAST PLOT DATE > Nov. 30, 22 Z Q 1ST & 2ND FLOOR J PLAN A j, I I 1 O , NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. / / HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED / / LOW WALL � / STRUCTURAL LIVE LOAD @STAIRS / =40PSF. / - -- - - - - - - - ��- - - - - SEE SHEET ST FOR STAIR DETAILS / / / / I 2 A3 ---- I I I I LANDING X STAIR SECTION 1 /2r, = 1'-0" (3) 2X12 STRINGERS HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10,, RISERS CUT FROM 1x MATERIAL TREADS CUT FROM o, 2x MATERIAL \ ti (3) 2x12 STRINGER STAIR DETAIL 1 /4r, = 1'-01 1 LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 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. N 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH ST&D� l D WRA13 EACH SIDE) CENT RR NAILS AND 8) 1/4" X 2-1 4" TITENS INT GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. _ SEE PLAN T/WALL W O Z ° W NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. MAR 0 9 2023 V-R/\V'-� Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i� 4 N O N O M 00 �4-" LO W C 0 W 0 z ^N o 0 0 _W N U L O Mcy) co N �_ , M AVA W u g 8 Q ^` W �o LU V 0O EF L a W W oW ui w0H wo¢ ¢�¢ ¢Yzp z (� W Q Q U ����C/) MC,,U.00U- OLL JO Q Z OCOM 0200-MICZ aa..�v�ww��LL�¢p � V�Q O Q~WO�H-LU 00� 0 ��Q�Q a C) fV OW Ln = O Ln � \ Q � a�JLn 2: V) Lri ~aaCn z< 00 z� W zo J N N 0 N i I O N 0 O CO M w CO � ao � ao � O N O N o N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N O N O ' O — O — Op O cV T-- A O 00 4 0 0 c6 0 6 0 O O cV o O 0 N L.0 N d LO CD 1 r� LO M (� Z Z 0 vV W owW U O 0 Q L) �¢ D- o a=Q LO -0 Z ZWF- =m=Z 1 V Z W Q M Z Ix r-1 � Z zLL O Z �z �¢00 • Z0 U U a 0 m of Z A 3 Z J UJ O co O LAST PLOT DATE Nov. 30, 22 z6-0 0 _J DETAILS 7. e c a C SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 30'-0" J1 CJ - -- 7 - J3 CJ - -- - — - 0 J5 CJ 1016# A5G U = 1016 o A4 v HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 A2B ao A2 80 D r` o C 60 A2A A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) A4A A613 U = 1332 Q r CJ CJ 5, O bo 4 CJ B2 11 L L L C7 I_ B3G Gil CJ `r 07=77 2 N r 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (see detail in eng pack for grade) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) V I VC I SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A 1 /411 = 1'-0„ 15d COMMON NAILS or 0.128" x 3" GUN NAILS Total Truss Quantity = 103. V1✓✓.✓l1 //1 ✓A I/ 11,�II 16 21 -011 TYFICAI. 5' 5�OACK COF\W,5�T �A�IN6 ANb 5FACIN6 I?FF�I? 1"0 �N6, PACK F01P, CONNFC11ON, CJ5 LO U M U I �II 16 21 OI1 TYPICA. T5� '13ACK COI?Wf?5�f LVC3 LIN6 ANb 5FACIN6 FLUM3 cur TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED CN 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, MTS1u'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. 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 = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psfnnn-concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES H�- 4-111611 12 _101012* a 12 0 MAR 0 9 2021 V - Virtual Review Assi Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 HANGER CHART 4 = HUS 26 (SIMPSON) a = LUS24 (SIMPSON) = HHUS46 (SIMPSON) La dcJ End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' to 60Span 30' Span or I ss ' Spreads Bar \ 60 degrees y or less Ta line r span approx. Te line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFT'S OVER 1000# ARE SHOWN ON ENGINEERING. i WALL KEY I % • ' iiiiiii� �I�►���I�I DESCRIPTION INIT. DATE BASE LOAD JMD 06/26/15 LC7, EXTENDED FT3A JMD 08/06/15 MADE FT3ATOW PIECE JRH 10/31/16 rRB01 LC9 JTH 12/7/17CHANGED HANGERS TO SIMPSON RDP 03/08/18 REV. RE's JRH 11/22/19 REV/ FLOOR BRG. JRH 3/4/2020REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 LOAD# DESCRIPTION INIT. DATE RG01 ENTRY TRUSSES INTO LEDGER JTH 7/27/21 RG01 RELABEL ADD 7G4 MAW 10-22-21 RG01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08/19/2022 CARPENTER -� CONTRACTORS OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PHONE,( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2/ 1871A ALT DESC: OTC LOT BLOCK : (7ESIGNER PAGE . JMD DATE 06 26 2015 LAN# SCALE .N31 J835L 1 4" "=I. N N 0 N 0 M LO 00 Ln ¢ 3 Z LLI `? : 0 o ?Ht • w z Ul C _W L �O U MC ti N M N �,% -O -0— co '_ = o ` 8 00� �a "N 6� Lu QA N i o E- .9) 0 ^ ° a LLI Lll W W vi w O I— W H~ X 3 WW Z W Z Wj D IY Q U J�O�IYNLLUOOLL JO ?(�X Z W ozms"I—Q~ co�aa>(ujLULU 0 0 0 z x¢p - �¢ a. OW 0Z�Z��UOQ ¢~w 2 0 0 ¢ Q� LL � LL A O O OW > t) C:) O `M ON z Q J Lif) U) LL LU F— ro z I— tb z W Jo J dam' N N O N I r O 1 CV O O c6 CID CO e— 0- � 0- � O N C:)O N CD N CD N N O N O N O N O N O cz N 0 O 1 O 1 O I 00 O I CV r C7 I O � O O O O O O r O T-- N 0 O p N U � � C)o N co C)O � LOCO O CD ti 11L0 1q, 1 00 Z z z O + V_o�o 0W(nn LU Q Q ¢ L r O XWM CL � � z zLU X r� =M0Z LU L Z Q �MZW w _ZZ 00 0 y/�' Q Wi r0,-32w UWZz z =¢O z U a oU 0 00 Q!' z ¢ W W 00 0 O LAST PLOT DATE Nov. 30, 22 Z 0 2ND FLOOR ROOF J FRAMING PLAN A 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING 1�11 MANUFACTURED 1 V-2" 1 ROOF TRUSS METAL DRIP EDGE co 2X4 SUB -FASCIA 1ALUMINIUM WRAP 1 -0 ;ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ CMU COLUMN, DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH STUCCO ATTACHMENT DETAIL —FINISH 6 SOFFIT DETAIL 3/411-1 1-011 �1 ROOF FINISH PER Fro 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM STUCCO BANDi SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT - io ATTACHMENT DETAIL 7 SOFFIT DETAIL 3/41- 11-011 11 COLUMN DETAIL 3/41111-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV STUCCO DETAIL - 12 - - - TO.MAT8'-o" 8 3/4 If = 1 1-011 ° _� 5 EDGEL DRIP (S) A23 2X4 FASCIA 1-1/2" THK 7" ALUMINIUM 2,_0„ WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ T' MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" 2" 2" 12 SOFFIT DETAIL 3/411-1-011 9 STUCCO DETAIL 1011 /4 -1- PT 2X8 LEDGER ATTACHED TO WALL 6" W/ 3/8" X 5" TITEN HD AT 12" O.C. 1„ 4 1„ 4 STAGGERED 1 CV N N o 0 0 0 0 o co o bo EPS 8" 1'-0" 1'-0" 1'-0" 1'-0" iv FOAM iv*1 , F � 10 BRACKET DETAIL 13 LEDGER DETAIL 3/411-1- 6"SCORED BAND 1'-0"-,/ 7/8" STUCCO FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND- 5/8" STUCCO ON CMU 1 10 A5.A CONTROL JOINTS CONTROLJOINTS MID -WALL WEEP U FRONT ELEVATION A 1 /411 = 1'-011 7/8" STUCCO ON FRAME MID -WALL WEEP SCREED 5/8" STUCCO ON CMU CASING BEAD W/ WEEP HOLES OVER FLASHING 1'-01, 12 5� — A/C UNIT 2'_0.! li- AND PAD �- GRADE LINE REAR ELEVATION A 1 /811 = 1'-011 SHINGLE ROOF ih F_ CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 8'-8" T.O.M. USS A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF 12 -15 12'-0" 13'-8" 1 12'-0" " z_ O r; 12 CONTROL W CONTROL 5� JOINT JOINT MID -WALL WEEP SCREED I F_ - - - - - - - GRADE LINE 5/8" STUCCO ON CMU RIGHT ELEVATION A 1 /8„ = 1'-011 12 5 ELEV AT 18'-0" T.O.P. CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF - ELEV AT 8'-8" T.O.M. I I � 11 A5.A ELEV AT 0'-0"' -i- 1ST FLOOR FF STUCCO �7/8" ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. 21_01 A/C UNIT AND PAD ELEV AT 0'-0" _ 1 ST FLOOR FF ' 5 7/8" STUCCO n ON FRAME ELEV AT 18-10„ T.O.P. 12'-0" 18'-0" ELEV AT 10'-0" 2,_0„ 2ND FLOOR FF CONTROL o W "�_ CONTROL JOINT JOINT _ _ _ _ ELEV AT 8'-8" MID -WALL T.O. M. WEEP 12'-0" SCREED DRIP CASING BEAD 5/8" STUCCO AT BOTTOM OF ON CMU STUCCO BAND o ELEV AT Mn" LEFT ELEVATION A 1 /811 = 1'-011 MAR 0 9 2023 V" Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 T-8" i, 7'-4" 1. 19'-0" 0 -------N----------- SLOPE 5:12 4'-0" OFF O�(VENT RIDGE (nn u,ROOF SLOPEUlu SLOPE 5:12 5:12—" SLOPE I SLOPE �5:12 5:12� SLOPE 5:12 I _ 1 ST FLOOR FF� GRADE LINE 6' 1 ROOF PLAN A 1/ = 11-011 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) GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5112 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY)BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BLANCE 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 SO. 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 N N 0 N 0 CM L0 CD w 0 SO W z N ^, �LO z-,� E 0 W L Q o N 00 V) M - cn Elmo U -0-0- a Con A' C ,= t pM W 2 OO �= 0 :8 oQ w ZD� C)-CN ^` W L �O E- VI" Uj LU W aL ( W0� WH~ ��� �QYZ� Z (' Q Q U aj J�O�I�LLUOLLO JO aa�U� Z�LL0Z20oF-QQ F- C� 0 (7WR96ZOR00mZZ U �Oa8LU zYOZLj zLLO OW EILL OW (� Z a Q W H C/) LU 0 0 0QZ�¢ 0W LL Q 0 Q LL O O fV OW > = O 4 "0 0 O L1') < Ln � � LL � W Q Ln O Z F-11 Z W Jo N N 0 N O N 0 0 c wM co ao ao o O O � O N O N O N O N O N O N O N O N d) O O c6 i O i o0 C N T- A O Ni o � 0 O 0 O 0 O O N o O NU-). 0 N 0 M 0 d' 0 L7 0 CO 0 I� L 00 u) Z Z o wwv) ) O Q =) Q Oa=Q -0 Z ZW~~ 15 =m=z H z v Z J Q i-MZW1-� Z Z 0o Og>-' O 2 00 �n Z Z � �QO • � Z g U a OV MMO W Z Q z z W J 00 W 00 O O LAST PLOT DATE Nov. 30, 22 Z4-0 0 O EXTERIOR ELEVATIONS & '= ROOF PLAN A A/C DISC WP GFI ELEC METER E GFI 5'-6" DINING ROOM l'-7" 4'-6" GFI AT 30" A.F.F. _j __Im 1 �4 KITCHEN FOR . HOOD GFI GFI TWO CAR GARAGE 1 48 GFI 110V CLG MNT. — — — OUTLET I � I i I i I � I 4 I � I � I � i i i 0 N 0 0 r QFI AT A.F.F. 0 r` >_ PWDR 3FI BATH GFI ------ TO 2ND FLR ELEC i 1 i GFI o WP DFIST FLOOR ELECTRICAL PLAN A 114_�_ - 1-011 t 2'-3" (V SN LINE OF\ FLOOR I ABV I. FOYER 0 ENTRY SECOND FLOOR ELECTRICAL PLAN A 1 /4" = 1 '-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu - 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS MAR 0 9 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH c� T SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET in TRIM— BASE---]-----,,, 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL 9 2 SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" CABOVE OUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER — DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 0 ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �10 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL { CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CS SMOKE DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FFT 24 :R 24" VANITY LIGHTING F,-= 36 :E_,_aR 36" VANITY LIGHTING F---48 48" VANITY LIGHTING EXHAUST FAN/LIGHT ® EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND d 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION >� ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER OT THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. W >`. Q 0 o� U N ch `° 5 V) U o d M W ` L 0 O 'u o U a • N N U Uj o E t` C m a o ny/ tWn W V W D ui cn W w H~ C J lx g Y Z� Z Q O- J� 0� W N LL U 0 O J O Q V QU' ZLLLL0Z20 0Wrc9oZoW000mZz U- p p O Z 05 Oo_� W� _zLLo Q~ W O�H���uZj��U�Q ap e a. ooLL Q o o�Q�a 0 O O fV Ow ko O `M ON Q J Lr? Lt_ n Lq Lq � CL DD Z Z W � 0 J to d' N N O N i O N 0 O 06 M w T-- � co � ao � O N O o N O N O N O N O N O N O N O N O O N O O i O c6 O o0 0 (V � M O � 0 � 0 O 0 O 0 O O N 0 o N U � � 0 N 0 M 0 'It 0 t17 0 01 0 1­ L COHIV Z Z W owv) w) 5; O 00 Lo�o -0 I..� o 0 uW WS z Zwl-�5Q D: ~ =0o02 Z J Q i-nzWT� Q_ Z Z W N. 00 O�2<z U�Z� O z T-4 �Qo Z U a 0U 0 W � Z Q Z z w J W N OLAST PLOT DATE Nov. 30, 22 z O 1ST & 2ND FLOOR J ELECTRICAL PLAN A CV i 0 0 Cn 1" FILLER : :5)0_11V2 NER'S BATH if— 11-011 /oo\ 3'-6" 2" FILLER KITCHEN 1 /2" = 1'-0" " FILLER X-6" 2'-6" \ / HOOD X-6" C 1 1/2" FILLER CV PANTRY 4" BACKSPLASH LO RANGE 2'-6" 3'-6" SKEWED 2'-0" 1 1/2" FILLER I A- V-0 2" FILLER 114" X-0" 1 1/2" FILLER 1 1/2" FILLER Lj PANTRY 54" BACKSPLASH a\ 2'-0" SKEWED V-9" T-3" 2" FILLER KITCHEN 1 /2" = 1 '-0" SHWR HD—\,,,_ VALVE LINEN CLOSET 4'-11" 3'-3" 4 1/2" --- OWNER'S BATH 1 /2" = 1 '-0" 9 2" END PANEL 3 KITCHEN�ISLAND 11 2 — 1 -0 0° 0° HOLLYWOD co SHWR HD STRIP LIGHTS WALL io 30" HIGH fV - o MIRROR � `� CV 0 o M VALVE 4" o BO 00 BACKSPLASH Co SPIGOT —CA z z o N / / \ C M fM \ \ / 2'-9 7/8" 2'-6 1/2" V-6" T-0" 1 1/2" FILLER 7 T— AH #2 2X4 WALL TOP AT 34 1/2" Y 4 �1/ CHEN1 2 = 1 -01 0 Ch WIRE SHELF ::�.... 9 "HANSEN" BOX 220 VOLT 0 I I I I I 14 1/2" X 16" DRYER VENT RECESS 9 I I M I I I I I I I I I I I I I I I I I ILJ I 8 UTILITY 1/2 — 1 -C MAR 0 9 2023 \/R/ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. LOFT OWNERS SUITE / SEE SHEET ST / IFOR STAIR DETAILS / / - - - - / yrzi / PWDR KITCHEN LIVING 4BATH ROOM .2 SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR 9 UNIT 11871 A'- BUILDING SECTION 3/1611= 11-091 / 2ND FLOOR FF Y ELEV AT 8'-8" T.O.M. L W o `0 U 3 N cc")) — to } M V -0-0� v co x [ /. u M W S �i �- U �4 og Y w CQN 7W� V Q C 0 0 CL (D w W w C- �LLNWozw C�r �0Z 8gz20O�-'9eW 00 jUX—�z U- zM0°HQ~ �wz�OZOW001 zYOZzLLOW0ra U 000 Cn 0 Z _Oa. ¢�W�Lu gLuc2o ¢ o� o oQZgQ¢ LL ¢ O ¢ LL R O O N OW V) (=)>U)OO O Lq Q Lff J li-^ Z z� W zo d- N N O N i O i N O O CIO M c� oo ao O o NO o NO �- O O N O N O N O N N N O N O O O W N A CIO O o 0 6 6 O 6 CV o O 0 .N N�O i .- N o M 0 0 t() 0 CD 0 ti CO (f� Z Z — z O �o�o W UJ U) O O �° 0 W LU Z Z Lu =M0Z �- = z 9 Z � Q 2 z WTI a Z Z 00 w IMF M O UU) 12 z O Q Z z z • - 1..1� � Z ~a0 U g a 0U 0 00 Z Z J WW O LAST PLOT DATE Nov. 30, 22 z 0 A - INTERIOR J ELEVATIONS IJ , _. I _ _ L,__. ,.,,. 11. , _ i _ _ _ - i , - STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS A F DE EMBER 1 T T LONGER FOR RESIDENTIAL OR GENERAL S O C 3 S, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LO G R BE 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-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1, POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L1240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 112" 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 Pm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 331(siWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - • CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oqe o and mortar along the foundation perimeter must be removed be ore exten0rmso, 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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. MAR 0 9 2023 Virtual Review Assist, In� Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N o c` LO 000 'r LO t i Z ty.' 1 tee, .• 'It, d` 1 W 3 O 0 ' W 0 Z L0 N W II. 09 U CM C d N V M [ `O 2 8 _E COD "- 8 a a S . N w 0 2 0 0_ N W O E 1L. co a �0. �W/ LU LL wLU oQ ¢ Q w2F- z ¢CYx J O Q�aO2QDQQ 9OZ�rOOmOzZO U)WQ W- w5W�2 ('J c�U O a�~<OzYOZzLLOwOLLZ g¢_gWW IInp2V¢ O OX o O 0 0_w V) n Z ,>O O Q Lf) J V) U_ w Q Ln a rri '--I Z Z W Jo N N O N O N O O O M CO GO 00 O O O O O N O N O N O N O N O N C)N O N tT O O " O " co O N " co O O 4" 0 0 O 0 O 0 O O �- N O p N`" � °' � � 0 N 0 M CD � 0 � 0 t,0 0 ti CO(f� Z Z - Z o vV LU W fA W W 5; Q O Q LEE 3:a OIXW2 LO M Z Z Of �. < =ca0Z V Z J i-2ZIXT__q Q. Z Z 2 O IL>- W O W Z �"� 2 Q Z O ry Z V o_ O O m Z SNO it Q Z Z J W 00 O LAST PLOT DATE 0 Nov. 30, 22 .. Z Q STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH - •.,. - WALL SHEATHING 16GAx1-1°':_'1 LONG (3/4%1" CROWN) STAPLES Gas 6" O.C. VERT BETWEEN I MAX1 i I I 16GAx1-1,' ' LONG (341-1" STUDS (NOTED THUS:—) - OFFSET I I k I CROWN) STAPLES (a) 6" STAPLES BETWEEN STUDS AS SHOWN O.G. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 314" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH - *ONLY APPLIES TO LENNAR TPAIJAX— 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 C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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. 11'4" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 115'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE V,•, } } + t + t t t t t + C- p + + + + + + + + t t + + + + } + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8"5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELLS STD. 900 HOOK BOND BEAM ........ ........... ...... V7 W ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST 6OND BEAM BOND BEAM STEP DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELLS STD. 900 HOOK BOND BEAM ........ ........... ...... V7 W ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST 6OND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2' min. 2" gap max. � 4 max. Clinch nails when possibleA 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 118" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 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 LEAVINGYs" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than l rnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Ilea 3" (indl nails nt R" n c �'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate 9-1/2111 2-8d 2-8d 14" 1 2-8d BCI6000s BCI6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 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.* -7 Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — imam ioJ, is 6„ A 1Yz" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES THE WEB. PROVIDE AT BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 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" 1'-2" V-2" V-3" V-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" X-7" 12 V-0" V-1" V-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" 16 1'-0" 1'-i " V-2" 1' 2" V-7 2" 5" 3 2„ 3'-10" W-9" 5'-7" 6`-4" 7'-2" 20 V-0" V-1" V-2" 1'-2" 2'-0, 3'-0" 4'-D'" 4'-10" 5'-11" 6'-11" 7'-11" 8"-11" 24 1'-O" V-1- V-2" V-3" 2'-5"1 3'-7" 4'-9" 5'-10" 1 7=2" 1 8'-4" 9'-6'" 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. 1y" 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 1Yz" 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. SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE I,C 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 HETAL20 INSTALLATION 111L Joist F—When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -I 1 ICI I ICI J I� 1 =� Nail with 10-1 Od nails. Install tight to top flange. SLEEVE THRU STEM-/ " SEE PLAN FOR '0 FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. Backer block required where top a _a * •� mount hanger load exceeds 250 lbs. Install tight to top flange. ` ,_I,„,I 1 II, F I I, 1 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be fight Backer block shall be tight to bottom of top flangq,with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange, Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth A/C CHASE �PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. I -JOISTS BUCKETS N.T.S. MAR 0 9 M3 Virtual Review Assist. Inc. Plans Review completed and appro for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 PLUMBING LINE PVC OR SCH40 SLEEVE BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a a'a : Q --------------------- � Q A Y SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a -----4 4.A,. °/ as G I JJ 1=1 `� a /Q 1=L�1 I I; -T,�I a P 'tea -a ---_4 . rr a SEE FND. PLN. SIZE & REINF. N N O N O co �: • O LO w �s- --- elf I .. LU tr 0 z Q V) N Lr: L W _ `J1 L O- U � N n N (N CO + V s0 -0 - 0 %) � E -� L p A) M �/ u g Ell-p ti 8 o Q V aN N L. oE� m °L 0 W LiiW OW uj WOE W H Q w m_i X 9¢ Y z lx z W0j �<0�[C�LLUO020 0 Q Q V Zoo zLLu_512M011 ¢ ��Oz02oomzz 0 0 U) Z cnwa�i-nnww�_zLLo:¢p � ¢�wa. Og�55-2uJ2 �¢ OQ a 0 0Qz ¢ �¢LL O O N Z W Urn ,>_, O 0 `M O aV J Lt7 � ((All Q W Q � a � I a�a00 Z�� Z W J O l0 J V_ N N O CV O N O O 00 CoV`� O T11 ao T­ 00 O N O N O N N O O N O N O CV O N O N O N C)N CA N CA O O O CO O CV e— A O CIO 4 O O O O T— cV O O p ' E N U.) 0 N 0 C6 0 0 6 C CO 0 tL 4t Cr M (� Z Z o vV � Wwin 10_�cl MCL Q 0 Q 0 T_ W UVW) -0 Z ZLUP =m=Z �- 9z J� a z0 �ZZ uAz �` O< �WM T_1 o_ Z ■ • z U a OV MM0 W � Z SN 1 Q Z z w W00 It � LAST PLOT DATE > Nov. 30, 22 Z Q STRUCTURAL J DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) • 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d • 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF PITCH :4:12 AND ATTACHED PER (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITIOt' (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED .n . PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL I I-- — . p ° —I — i— q PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH z �� — 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 - ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" BOARD PER CODE (OR 5/8" 12 2x S.P.F. STUDS @ 16" O.C. GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. 1"x P.T. STUD CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT SEE CC/SS OR N #5 VERT. IN FILLED CELL INSULATION PER G/S3 FOR ANCHOR CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLAN 1x2 P.T. HORIZONTAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR NAILER TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N Zx P.T. PLATE ARCHITECTURAL TYP. FINISH ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL z U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° R � R FOR LOCATIONS) FOR CLARITY ° 00 n. 1x4 P.T. BASE NAILER M °p D e nD �_ I I 1 Z 11.— III I I I� —JZf_ N NOTE: ° o.12 31/4" BASEBOARD FOR BEARING WALL Ir MIN. 2500 PSI CONC. SLAB a W/ UPLIFT ONLY MIN PSI MAY VARY PER I I �T11 ,=� i11- - MUNICIPALITY. Cl) 4"x4" INSPECTION PORT AT rill CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD "FIBERMESH" TO CUT BLOCK OR POUR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" CURB DUE TO SLOPE SLAB INFORMATION. S3 E � °°00 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR �_ ° - _ = z_ min. 4" CN BARRIER ; I> ,� 4 I I a 'v GRADE COMP. SOIL. • = ao _ • (COMPACTED TO 95% - - - - - r MODIFIED PROCTOR I I I III—III=I I I -NOTE: EXTEND DECO FINISH _ _ - - - -(1) #5 REBAR w/ OPT. ASTM D1557) 4" tc, 6" BELOW GRADE I =1 I (=1 L- =?r, 1 =Sq EF, ENCLOSURE 3" MIN. CLR. �-� � � " � f1-'' (2) #5 REBAR CONT. 4''ON 3" CHAIRS TW 1'4" (1 STORY) STD. 90 HOOK U.N.O. 1411 V-8" (2 STORY) (SEE DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT PAVERS/DRIVEWAY 13 CONCRETE SLAB 14' O.H.D. RECESS d PAVERS O.H.D. RECESS z r CV a ,; •• T ��L�—III 1 � IMF .~ T SEE A/S3 OR J/S6 —`_I I I Tn 1 F7 11 I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6--'- -IL[ I li �,1.1. Ili i LU_ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH p D N ° D: T 6 MIL VAPOR BARRIER II p ° 1 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ELEV. 4-3 1/2" h FZ— 3 1/2" MIN. (2) #5 CONT. --/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" 2x STUDS @ 16" O/C TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS —� �31/2"MIN. MIN. j) SHEARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ' WWF OR FIBERMESH •• • a 11 II l� 11 11 11 U �A U�'� 11,-11��1 II 111� II � • • .. SCALE: 3/4"=V-0" CC S3 INSULATION PER FBC AND ENERGY \ �Go ��N�a"' 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING APPLICATION NOTE: 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24" SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N WEEP SCREED INSTALLED BAR o END OF 2" x PLATE WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU D ° z #3 & #4 LAP SPLICE GRADE 40 MIN. F7411sill aFINISH GRADE °O [GRADE 60 MIN. F 25" MIN. LAP [30"MIN. LAP] g �� TT�TTf D — TTT T �1 LLLj j j _ _ �ITILTT T U.1 O0 1 II � I- I I I—. #5 REINFORCING BAR R 1 7/8 1-111 111 - -I I I —I I I—I11= r #5 LAP SPLICE LTf-1_T�1TI I l�--I Tf[- (2) #5 CONT. COMP. SOIL. (COMPACTED TO -1 I _ -1�� I I 36"MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 8" 114" 8" 95% MODIFIED PROCTOR ASTM �- f I-�-I I 10" (TYP') D1557) 1—� 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS KT� WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. QS3 SCALE: 3/4"=V-0" SLAB INFORMATION. S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALM INTERIOR d. _4' d y. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB mom" 'P t` Ev — N j I i — - - I 4T M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. M x CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN a — TOP OF BEAM SEE ROOF PLAN FOR STRUCTURAL — — a : ° < d — - (2) HTS20 :' BEAM SIZE & N I CONNECTION INFO LI o) - I I- i 8 I�• zXa P.T. 2x4 #2 SYP P.T. FRAMING w/=I I I �� �� 8 7 6TE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �` o.s.s. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL LLJ SEE PLAN FOR STRUCTURAL SLAB INFORMATION. W COLUMN SIZE AND BASE 00 o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :o: O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS �° 8"O.C. ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN ch CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo K GRADE 4- FILLED SOLID (SEE PLAN FOR - — — a .a' 6 x 6 W1.4 x W1.4 r WWF OR FIBERMESH SIZE AND REINFORCEMENT) _ z = ? M - ° °• -I �-( w , ~O w LU I I I-� I —I I —I I z =I a BRICK PAVERS or SLAB PER o o = I 1 ! • a - -r - - - - - - 0'-0" FIN. FLR.� COMMUNITY SPECS " U) - ° - 11 TION INTERIOR WALL SLAB STEP •N-BRG. M!, TAPERED COLUMNFRAMING I 1= r OOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAR 0 9 ,0L0 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O 04 a , � '•i 3 LO O ifrti�q�� tc� ' tJ . �. �, . y-C�..'ii 00 In 4. w w 0 z ^N W > O o 0 W L c -0N u y cM ,M 5 - « M 0 2 p LL g N Q t t3 •nN` V uJI c W L p E -{ W LURom<O �L WLU 2 O Wes¢ IJ ��¢z~ = xNvo�o U O DUXJUz �Z���J¢Q MZLL Q 19OLLILLJOCCOOmZ= jnZ�_ _UC¢0 JO �O( V)OZ U�a ¢w 'Ea¢LL QWF- �s � � ¢ LL0 O O fV Z W 0 � � V) C:) �M O Q M Li I CU0 rL - tl�u z W Q In10!aM Q V Q 00 I-_ Z 3 W Jo N O N O CV O O co M 11 c� ao ao 0 o O r- O N O N O N O CV O N O N O N O O CA O O O CV A O 0 ' LC)�.-Oo0o •L > O N M d' In CO 0 I- T�T v M Z Z o v V W (n O� moI-- _Logo O LU �a LO -0 z Zw~a ~Cal W it 0Z Z J a �..�Zcr Z Z 2 00 0a>-� O Z UZ �a0 Z U a OU 0 W � z Z z W J W O co ` LAST PLOT DATE > Nov. 30, 22 , 0 0 Z 0 STRUCTURAL J DETAILS —MONO 12 'z(TYP)SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION r— DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINEVERY OTHER F�tp STTUDTW/ (3) Od NAIL 1/2" EXTERIOR GRADE SHEATHING " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/AMA W! 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 AND FILLED SOLID W/GROU1 #5 VERT. IN CONC. FILLED STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) I—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK OUT_ UT NOTCH LINTEL WHERE REQUIRED BLOCK Wl (1) #5 FOR CONCRETE PLACEMENT J •. . - • • � _ .. •- • . • I MEN ■■III Milli IIII� ■■!II Ili■■ �IlII IIII� ■■III PRIME Milli I!!I� ■■ICpr III■■ �IIII IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE, SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J _ 9 W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED, KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DO GARAGE DOOR ROLLER CONNECTION ASSEMBU �- GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 7 d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 518" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 sFFA �O�L �N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 ! 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP I 9ARAGE 1OOR vwn i nnvr� 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) 1 (3) (2) (2) 1 (1) LSTA30 9'-16' (3) 1 (4) (2) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER ) \—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA( 1 STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 d' SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24-0 C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d \ �� NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48. SPLICE STAGGERED /-10d @ 8" O/C 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 rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 3P2 P.T: ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 ..r -NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON 11r/SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U 2x TOP PLATE V g U) 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 EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) S (9335# SPF) N. 8" DOXIED A.T.R. I & NUT OXIED A.T.R. I & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING d 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 c 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(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 STAGGERED TRANSOM FRAMING • ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 o o • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� MAR 0 9 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 SCALE: N.T.S. �I o N o - i rr 00 LO re • f;= ¢ W O,, ,.;,- :r 0 .� W o' 0 z _W a. 10 C,U Ch a 6 M "�+7'7 N } -0 70 w M u C: 4 r p �8 Q �•� 0 .fi r w 0 0 c n` L W 0 E� m a �� W Of (D W Dui vj WOH W�'Q x�� xQ zw z QO��<O 1��LL000_j0 Q Q U =�x z��oz��°tea~ 'a W09ozORoOmZz 0 C) 0 0 o z �Oa>ZYoZzU-cc 0LU ¢ow°W �-�w°Q OQ I- U_ rm� O O N O Lu n Z (n I C) 0-4 O Q to Ln J 1-- ace d ,M-•i } Q Q 0o Z � F— Z W �� mi CV N O CV 1 O CV O O o6 M (fl � 00 �— 00 T— O 04 C) C)vV O CV O N O N O CV O CV O CV O N O CV O O 1 O — O — O O CV v- Ch O co C)0 d •- 0 6 0 6 0 O O CV 0 NU-) E CD > CD N(e)V-LO(0I-- C:) 0 0 0 0 Cr M (f� Z Z Z o vV W W W N () Q O Q Vo�o Q O XWM Z zW~� �� g =m=Z Z J Q 5. 2Zof TI 0-ZZ D agW Z y'_1 LnZ Q ZO Z H U a OV MM� W � z Q Z Z W W N LAST PLOT DATE >co Nov. 30, 22 Q z STRUCTURAL J DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS-7 IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT °� 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD -0 EDGES AND 12" O.C. FIELD \ INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `— DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W! 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10d 3" 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4SECTION 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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 co SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `D SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2) 16d NAILS WOOD TRUSSES C° oo co 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2- CH JOINT W/ ) • BOTT. CHORD FOR 4 10d& (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (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" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(a)Ii SCALE: N.T.S. �S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" 4" O/C SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. 15 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI0KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARIPGLOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g - SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 15� SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT 2 SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `— MINIMUM (2) 16d PER JOINT \— MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-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" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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 HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �--CONT. BEARING "" ` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING—,,,""2x4 "T" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" - i O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTOq CHORD BRACING 2X4 MIN. a m� NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30 0 SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MAR 0 9 2023 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 M o 00 00 p� � .. �:. ♦ , r YSo,.S TI. ' t; wA 0 Q /N W > 0O o' o _W L. '= .0 U FO M 2 N 2 co C:mom L L 1 u o p U_8 00 �S U ° m Ci �N w Q ^` c p �co W L a 0o W W0O02o�WLLUQOJO w wQ n¢lr z �Wz w9zLU UJ Rz 0-00zQQ~ 09zLLC0z � w0zYw wL0�a0z0z Oa w—w¢ � 3MZ�OgQa. OQ =ozg O QLL O O N Ow O V M Ln LL.n a d ,-I-I Q Q O U z I— W W JC) " l0 N N O N i r O N 0 0 00 M w (0 00—— ao — O N O N O N 04 N O N O 04 O N O N O N O N O N O Cn N C) O O O op CV C'M O 4 O 1 CD Cn CD 0 CDe— 0 0 � CV CD O ' O 5 N L i � o N o I M'RT 0 0 In 00 Cfl ti qq COw Z Z 2w () WW0 0 O Q oQ oa=Q Lr)M Z zW�� rQ F-co0Z 2 Z 3:J 0 Z LL Z Z co W 2 pQ 0.5 U z a z D O Z 1� �a0 ry■ Z U � OV o m Q z Z Z J Uj N LAST PLOT DATE >O Nov. 30, 22 STRUCTURAL z .. Q J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED Z_ �7 WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING ,� 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WE (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL 5NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS - w o i W/ (4)16d TOENAILS TO TOP PLATE O m 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1Old @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d J _j w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD LL = 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 g 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 O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 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 MUNICIPALITY I c de...� N ° 'e Cn TIII TII�I ' . . ,° a �' 6x6 W1,4xW1.4 _ WWF OR FIBERMESH�TTT�I—jam ° 11=LI I L-1 I III <° STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U) LL v 4"x4" INSPECTION PORT AT 0. EACH FILL CELL TYPICAL w a. a AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE ZINISH GRADE o0 7171 � Iml Iml STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 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) 1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL • X, 11 W11 *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) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHLAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE 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/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED c z T PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK Jul 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 TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT 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 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)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE 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 •A p� e,e• a .a a. .. P _ _ •fir e. d a. III •° .'• v • .e.r -8 1=1 I ) I I� (I 1 81 BSI I I� — -CHAT RW/ 3" MIN. ,I Il TIl CHAIR WI 3"MIN. INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. w L=' rn 0 O 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D 0 SECTION X-X IF L_U1 NOT FULL J¢ HEIGHT SHEET- 9 G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSURE F SHEATHING w s 2x C BLOCKING @ ALL C IASOLID SHEATHING y EDGES (SEE OPENING SECTION X-X aw C x �— x E w / 2x STUDS BEYOND. y SEE PLAN 0 —2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I rl rIIA"^kl I11A^r%AAA Zj"""S" = NAIL 3l8" PACING 3/4"/; S 1/2" vz„ it S 1n" SINGLE NAIL EDGE SPACING DOUBLE NAILEDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTK'21 RI fIf.KINf: SECTION X-X SFF �Oy, N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 }¢" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". Z O NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. 0 w/ 8d COMMON NAIL J w Ell O M O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER o $ w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. inF F ©(2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL CVw O O 0 MEMBER IF GABLE END U. U. NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 F.rTF \ AFNiIR/OR 1 S4 BOX HEADER ONLY Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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) 10d 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 / M (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 WWF OR FIBERMESH C �' �' a d. e. 04 .e .. '. M -1 I —III —I I I_ I °. IIIIIIIII� IIIIIII �• ° '° HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (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 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE (3) # 5 REBAR ON 3" CHAIR �I 4" 1 V-8" W/3" MIN. CLEARANCE " ALTERNATE FOOTING ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" �+G ADDITIONAL INFORMATION. �7U MAR 0 9 2023 Virtual Review Assist, Inc - Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CV - . b '= o M _� 0 1.0 00 e 1 Y:�; €'s:: tii W z Q > SIN` 0 91 0 q U W L Q CV) � r) 0 4;V) M 0 V a 7C)� M -E P Q 0 B tQ5 T� v/ O LL $ Q .Ns way ^, Q- N C 0 W L O E� I E 0L Cn pHZLU W=23WF-Ir z YUa=—_jU)0�xnU_00 (� W Q U <O -Qj W oz20 F- i- (n Z �wZwOZOwO0mZ� U JOaa.�ZYozzLLpw0 a ¢�WO���_�wo�v�¢ OQ o 0 oQ �a HILL O O OW I --I ,>U.)ko0 0 `M O Q � M Ln LL N � z LLJ ce In Q Q 00 z ~ Z W Jo lO d' N N 0 N 1 0 N 0 O I 00 M W ­ 00 — CO — C) N CD C)w 04 O N C) N CD N N O N O N O N O N O O O 00 O N M O O O CD r e- O CD N N O N o co1J7 0 0 0 CO 0 ti Lo47 Cr M � vV Z Z o W (A W ❑ a. - Oa=LU �� g ~co0Z LD Z W Q 2 � 2ZW r-I Z z 00 0 > < 00 U)z Z ?--I�QZO • � Z U g a 0V 0 m Z S6 a Z z J W M rV O LAST PLOT DATE Nov. 30, 22 z Q STRUCfTURAL _J DETAIL'S -MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"01 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2`C DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLCCK W/ 1/4" x 3 1/4" 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) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA SB BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. O ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 AA PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. i �1/4" MAX EMBEDMENT INTO .) 2'-0" 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 BTW41, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8° 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB; (TYP,) STD. 90' HOOK (1 a +5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i 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 2X6 TO 2X4 SIMPSON H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. .., `°-= : SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—J / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 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" = V-0" �Ls 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. IIIITIII III T T D p ° TI I I- p II—III=III I —I I (—III e VA GRADE ° CV ? Cl) z_ (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN n YP.) THE :S 1 IAIAnn=3711,10I C IAIQTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PIHE-FNG IWLISS DESIGN SEE NOTE I BELOW - — 2x SUB FASwIA ¢.- r ALUM DRIPEDGE ;i ERG WALL TYPE -j---+ �- ALUM FASCIA PE 1 PLAN 1 1 141' TRIM PAINTED F CHANNF,_ -4---- SS NAIL wl 5116" HEAD - i.' ' CIA id) 2A" O C FASTENED PER _ NOTE 2 BEL(Wi t�hdT �d ENTE' CDR SOLID SOFFIT CONT 2x4NAILED TO 2x BLOCKING NAILED T3 TOP Fri )CKING w' 2-1 d NfiILS 4"? c_;Hc"xRL1 EVERY OTHER TRUSS w, 2-12d NAILS TYP, ( 1. G.C.r BIUILDER TO VERIFY,PROVIDE sorFIT MATERIAL SPAN CAPACITIES EASED ON THE (DESIGN PRESSJRES SPECIFIED FOR COMPONENTS AND CLADDING, LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 21 FOR SCFF11 ATTACHMENT AT WALL (PER ALPHA ALUNI- INC FL# 16`" 145 FL PRODUCT APPROVAL) F CHANNEL FASTENED 70, CMLI wl NAIL -097 iA (§V 24" O.C, . v.'y , F N11N. EMBEDMENT WOOD w 13; 16 GA. S,4'xV4" CRC.1N STAPLES r@ 24" MAX. C.C. IN DIAMOND PATTEPN SUB FASCIA w'r 16 CAA 341*x"104` 2RO'.7N STAPLE ti'P) EACH GROOVE SF(� STRUCTURAL SOFFIT `� SC.A' E 14` - l' 0" 1 , FOR 4.LUMINUM SOFFITS WITH SPANS REV 09 2''3 2021 1` 4"` INIilk L Iv1IL1 SPAN BLOCKING PER THE ti _iFF'.T FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO T-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�FigygN TO TRUSS TOP CHORD �F + + y0'Ty PLYWOOD SHEATHING + + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP ..5a + EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7/0 CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP SrAl F• 3/4 cr=c curr=r=T n0 Arvin Ir z O U_ O LU U U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED --2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4xl 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 FILL 1st 4 COURSES SOLID W/GROUT is •4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ;"" OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 314" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-0" 5'-0" SCALE: N.T.S. e ° D .. D #5 BAR a CENTERED W/ 2 6 s H IN TOP o e D KNOCKOUT/ c'v e ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN I — AND SECTION DETAILS —I CLEAN FILL _I e D e. P DIRT b z STANDARD �qy HOOK N #5 BAR IN FILLED CELL s, '- - e: v v a, v v STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: 3/4" =1'-0" SECTION DETAILS OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I 1 EXISTING FOOTING RETROFIT FILLED CELL DETAIL MAR 0 9 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SCALE: N.T.S. (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT SECTION SCALE: N.T.S. 01, r .� Cz tJ r"'' •O' y F V) N LO - E 0�� 5 I� N M w C: Y/ O GOS iT me- p Q O R Q .N QN O L.o W E� o, n N N 0 N M rn 0 00 L0 Q z W O 0 w 0 z Q °LI vi wO~ LLJ W W. -!< 0 � W99Q ezx z UIW ¢o_2j<,o���LLVO°JO Q 0 <Ox zO l 02i� I.- Q 0CnIxLU0z0�00mZz=11 U 0 O W0(L�v WUj�W_ LLx<0 Cy Z Qow° go-wwomoa- ILL Ox o � 0¢Z U_ LL'C O �a� a O O N 0� (�O C:)`M Q Ln Ln ((� LL N LLI Q I n DC a � •--I Q < 00 Z - F— Z WUj N N O N 1 O N O O 00 M CO 00 00 C) C) C)r w .- T- r- N CN O O O O O O O O CV N N N N N N CA 6 O O 00 N A N O — — O O 00 4 1,, CA CA O O N 0 0 0 0 � 0 O o 00 coo O O N i N �n °' � . � NC') � LA co ti L �/�/� Z CM VJ pz0 O W (n O4--+ W U > � �_�� 0 Q �o�a OWWM ~m0Z 2Z�_j 5.<z07-4 CLZ z 00 W2 � Og >-LU �Z Z rl FQOZ • Z U O U � Q z Z z It W N >co LAST PLOT DATE Nov. 30, 22 z 0 STRUCTURAL J DETAILS-RETRO FIT —_� a i— e n _ _ _ i !! e _ ! ��i_�• � i e i i _ � � _ � _. ... ram.... .. _ _..�__ _ .— ., __ _ 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS ♦06 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD 4 GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" VVMLL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING ull 3YP CUT TO FIT >RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = V-0" �T" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" STRINGER 2x4 GLUED AND NAILED 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 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS .7 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING 6'e 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 "Bit SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Eli E SECTION VIEW _ SCALE: 2' = 1'-0" 3/4 PLYA ON DECK --2x8 SYf AND W FRAMII' 2x4 DRAF' STOP 2x4 BLOCK C -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ aX 2 a" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER ,2x4 DRAFT STOP " [ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTIO 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER_ 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 tit TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW licit SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR lo NY(2)1 AYER 2" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 R PL16" W FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST N VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" 0 1 f-HIM kaUIVO I MUla I IUN Ur. I HILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTION VIEW "Hit SCALE: 1" = V-0" MAR 0 9 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0. N kn V7 �.'•.r. �' T s , S J 00 LO V4 f ` z P • CWC O W C] z Q L W '� `o o U nMc Cn M M, = d ao u a O 0 0 o Q LU V aM 00 .m O E- �0 °ate W (� W LLI vi W O w�a =MJ x�Fz—w 9YW it QU.UO�JO Q aQz OOOYOmZ?NOaZU V O (n 0 Z J O a 0 z Y O Z z LL 0 w C a _<j < W<V5-Wwp�U�Q o OQz a OQ � �QLL O O N oW P F- ��kD o `M O Q M � X(�N a a Q Q 00 z I-_ Wz C) l� N N O CV O i N O O 00 M vV co ao ao O N O N O N N O CV O CV O N O N O CV O N O CV O O CA O O ob CV M 0 0 0 d) 0 O O CV 0 O p 1 2 N�.-000000 i V- N I cM '-T I U-) I (O I` () Z Z O VM `J � �W(n LLI � O _=� ~Wwa F— Z Z W F- Q ~ ft M O Z V Z 3: J QLu 2 %'2ZW a-ZZ Oa>-ul o 0o �z • z r., Z �Q0O U � g 00 m Z ST a z W J W N N 00 0 O LAST PLOT DATE Nov. 30, 22 Z O J STAIR DETAILS „ LO CD 00 of LU : CLU LLI : 00 LE UO 0 F00 - C0 ) ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF < 1.0 SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^=r_4MM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B BF12-0B BF16-OB BF20.OB 8F24.OB 8F28-0B BF32.OB 8F81B 8F12-1B 8F16.1B 0(MB 04.18 8F28.1B 892-IB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 1 7547 8974 110394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 31?3 3686 4249 1663 3090 5365 17547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 18467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 154" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW7'-014" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RF10-0B 8RF14-OB BRF18-0B RF22.OB RF26-08 RF30-OB 8RF6.18 8RF1D•1B 8RF14-1B BU184B 8RF22-1B 8RF26.18 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1 1770 1716 1 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 34 791119 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 1 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 1 999 1568 2253 3129 4091 3146 526 1 999 1568 2253 3129 4150 5891 47 Cs�/►Rrn SAFE LOAD PLF TYPE LENGTH 8U8 8FB REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 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. r 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^=r_ �,r ''� � 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 4^"_4Rffr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BF8-IT 8F12.1T 8F16-1T 8F20-1T BF24-IT 8F28-IT 8F32-1T 8F8-2T 8F12.2T 8F16-2T 8F20.2T 8F24.2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 14038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 11 2571 10 3039 10 3508 9 727 1166 1 1634 2102 1 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 IBI 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 12544 1V-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 761 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17' 4" (208") PRESTRESSED 187 255 404 12 520 12 631 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 1 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 1 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 44=40 " SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-IT 8RF14.1T 8RF18.1T 8RF22.1T 8RF26-1T 8RF30-IT 8RF6.2T 8RF10-2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 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 1 1651 2204 1 2758 3312 13865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS c- < 0 o c o 8F16-1B/OT 8F161B/1T 8RF14-1B/0T o8'oF8°-1ac B Q o �1 O °a c o °a 15 - 8" PRECAST LINTEL W/ (1) #5 HOR CONT c BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED tol ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° a 1-1/2" CLEAR �Q - C.M.U. > G J = Q ° Luwzw #5REBAR AT o � a a ° BOTTOM MIN. (1) �acio^ REQ'D a�(jm,;; z w N`° 16 GAUGE POWERS t d o " °4 STEEL BOXED Ce 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 a C.M.U. a 00 GROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP J z= io C C n C UNIT'1871- 1ST FLOOR PLAN O C MAR 0 9 2023 Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 n C UNIT'1871- 1ST FLOOR PLAN O C MAR 0 9 2023 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 O M o -p u. 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)#51- (1)#5U (11#5L (1)#5U (0)#SL (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'4" 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 W22 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4" 1 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 1014" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 13'4' 12'-0" PRECAST (2) No.3 (2) No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'4" 13'-4" PRESTRESSED (2) No.3 (2) 7/l6strand + N.R. 522 522 360 499 (2) No.4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/I6 strand + N.R. 357 357 254 352 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (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. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/l6strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N N.R. 164 164 124 179 N.R: NOT RECOMMENDED LT DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLIDLINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH `QUANTITY 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 5L(1)#5U (11 (0)#5L(1)#5U (1)#5L(1)#5U (#5L (1)#SU (1)#5L(2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10' 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 1 2-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 1 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1l'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1291 1291 775 1270 2 No. 17'-4" 16'-0" PRESTRESSED (2) No. (2) 7/16 strand+ 993 993 600 1084 2 No.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 834 834 390 763 No. 27-9' 20'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 720 720 366 716 (2) No. 5 (2) 7/l6strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ rLWQUANT�Y #58AR AT S-SOLID LINTEL I OER LINOF TEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x1211 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##511I U(11 LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3-8" 7 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 44" 3'-0" 7-8" 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 51-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5 '-4" 5'-0" PRECAST C ST (2) D4.5 WIRE 2 o.4 O N 1 64 7 1763 1578 1578 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 4 Y DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLD LINTEL I LOWER LINTELCAVITY [8xl L/1 U] NOMINAL WIDTH) I6-P-1 LANTITY OF #5 BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL YPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51-(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#51.1 DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 10000 10000 4'-0" 2'4" 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 4'4" 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 1 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 64" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 1074 1 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2) No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (21 No.3 2 No. 5 937 937 685 978 13'4' 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST 121 N�• 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2) No.4 154" 14'-0" PRESTRESSED I2 I No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No.4 174" 16-0" PRESTRESSED 12 1 No. 3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No.5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No. S 22'-0" 20'-8" PRESTRESSED I2 ( No. 3 (2) 7/16 strand + 488 488 260 493 2 No.5 (2) 7/l6strand + 24'-0" 22'-8" PRESTRESSED 2 . O No3 (2) No.5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEL/ �j r' QUANTITY OF #5 BAR AT 5-SOLIDLINTEL I I LOWERUNTELCA11- [8xl L/1IU] NOMINAL WIDTH I6-P-1 `QUANTITY CF158AR NOMINAL HEIGHT J 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'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6' 4' PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-4" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-D" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 12) 7(2) strand + 1948 1948 1093 1591 2) No. 4 15'-4" 14'.0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2) No. 4 17'-4" 16'.0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.S 20'-0" 18'-8" PRESTRESSED 2 No. 3 I J (2) 7116 strand + 1008 1008 573 1048 2 No.S 21'-4" 20'-0" PRESTRESSED 12J No.3 (2) 7/16 strand + 877 877 501 966 (2) No.5 22'-0" 20'-8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED 2 No. 3 () (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LIMEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWERUNTELCAl- [8x1 I6-P-1 L/ 1IU] NOMINAL WIDTH)1J ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x16" 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)UU0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 :r't•� 4.; DETAIL "DW DETAIL "DJ" J DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEU T' QUANTBY OF #5 8AR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl L/1 U] NOMINAL WIDTH- H 16-P-1 L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL ATTIME 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 (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (I) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 1 7/32' STIRRUPS AT 4'-0' cc (TIED OR WELDED) Ln BOTTOM BARS N SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT - (PLACED IN FIELD) 2" ib 00 rn r, fV rn 7 5/8" TOP LEG BARS: (SEE SCHEDULE) 2" )r(1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/132"STIRRUPS AT4'-0"cc ED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51_(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 1DODD 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'4' PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 1 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 1 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 1 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 1 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.S 2269 2269 6 1577 22 6 9 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 ' 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 12J 7strand + 2413 2413 1338 1974 (2 No.4 (2) 1164"4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 l2) 7strand + 1092 1092 614 1167 (2) No. 5 (2) 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 2 No.5 (2) 7116 strand + 24'-G" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 TYPE DESIGNATION P-PLAIN LIMEL/ -T r QUANTBY OF #5 BAR AT S-SOLIDUNTEL I I LOWER UNTELCAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x20'1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##511UU(OILL 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" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-$" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION DESIGNATION S = LQdTE1 r LO�L6w.Y T [8x1VM j6-P-IL/IUI LQWM OF #5 IM IIPAE7t L6lIEL CAYITYAT CH % O UNIT '1871' - 1ST FLOOR PLAN 1 /8to = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 111 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1 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'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 . •4 , DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DW GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" 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 SOLID SOLID #5(2)U(1)L DETAIL -DO' DETAIL'DP' DETAIL 'DO' &'DP' DETAIL'DQ' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 1DD00 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 1DODO 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 1D000 4'4' 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3-9' PRECAST (2) D4.5 WIRE (2) No.3 5044 10D00 7066 10000 5-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 51-4" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9' 8" 8'-4" 8--0j PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION S = SMID Ltl1TEL I L4L Ld AT [8L X16-P-IL/IU] Wok WIDtx LW LU/R GIV�[TYAT IdU11A TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x]6-P-1 L/1 U] NOMINAL WIDTH•1`QUANTITY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY MAR 0 2023 Virtual Review Assist. Inc. Plans Review completed and approved VR/ 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 Wx8" 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 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'4' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 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. 100 N.R. = Not Recommended N N O N "4a ,;'r 'g�4 CD Ln '11 i L, Q 01 0 a W 0 Z Q ^N, 4) N LO E L _W T` U Ch 6 vi tom, "MM V M /�• L L 0p 0 U o ° u- r, o Q ._s to U Ci: V W Q� N >r. o EN m CL W WW C¢7 ° uP ~2 LLI W<O<lx<VO0O� �¢Z� WaY2_j XQxc~i Q <O°zLZmJ _�V ¢ D °U)Qr°WanzWv5D: 0Z W �ZoOiL W°g�WLL ¢a Zz Y ° OO Q O < LL s N ® W 0 _ N H in kD 0 `M O LL n z c C�C M Ce < C0 z I- z W Jo N N O N F O F N O O 00 1100 c0 00 00 O N O NO CDr NO 04 O N O N O N O N N N O N O N O O O O 00 CD N A 0F CO 0 � 0 O 0 O 0 O O N O o N U')°' Z ` (D 0 N 0 tM 0 t 0 Lri 0 co 0 1- LO q7 1 0 COW Z Z ZO_ � w Il W l CO U 0 M O Q VoEEo Q - ~ Da=¢ LO Z Z LU !S.4=m0Z of r� i- Z V Z 3:J QII � z- Z X TI; �ZZ ILL W �. 0a2z >CO _ 0 aWJ `OZZ Z < 0 Z U v g d O co < Z Z12 LIJI W co O O LAST PLOT DATE Nov. 30, 22 Z Q STRUCTURAL DETAILS J (L) x T7 gawo"Or Mounting Brackets : 1-) Gauge 4-114-1 `7 * x 2-12'* See LAaC 'KA 50 leli Bolts - i '2'rlvia A325 I-Typ.) wnlhorS / Self-LeKking Iii Back Cross Support (Ji hai r u! 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G. 71RArrini F,uo1-OI@Ssi1r Xiti Nopral Sae ,a aquaUrnimetsuIaot Opaque 1171t31= too Yes tea ;,;,A Cvmxste Ewe IFitierglass 5noti, Door -in Sidleldi amineept)vRii XQ 0:(or 0)(40 .i ... lh­'. G. 711herroa.7", Pibei, arid sr.!uaaltsw Opaque No '•`ft Y" WA C.T-oteErbeFit oteg;ses Doubee Doi mitolulSarelium 0rFz*eve Otftmn9, )C(mr MOO], moTlalufateilli 4 d Thpri FI,­Cbqaw and Smooth -Star Nennin-11880M.0 cir-qu. 12r39r2= "o y- yea NIA consoostre EAto F, le"!eas S�21e, 000, I"dpq�urabo[oeiX i 5 11 Truntorsi Fw*1--lasi and 5-3nm.si Noi 561111 Opaque 41rJ­-N= No Yes ye.. WA Oomposte, Edge Fiberglass Sk-gle D" Fft sildieni .� t1--tg&,xtai XO. C-X or O*�� MftLsmi f Tharrni-Trii Phoir-Clairam and Smooth -fit Nominal MA3a0 illquoi •Opaque, IV111MIN" No yel, yel'. NA Compoi Ealga Filizargiaii Doui Eli win w 'Ad"i Sid&M(bVAdngJOIJVAs1r% XX U OXXO M,Nguoirtssi 7 a Thomrro-'tpi Filpe,-Clai and Smodith-Star Nor 58#39A SquictInnipantlari 31ailled 12"R1ulm No yes yes. i Composite, Edge E bersilli Svi Dow ftreast.gho.1i X -Aizu'Imon) 8 Is. Themnal-Tru FmelruClavwc and Smooel,Star Nominal 6Ianlialit aqursCtmpaot&gawt Glacalt IX -Ai Nor Yam fees i C-4mpoW# Edge Fiberglass Sillaii Door Mir 3,dLqftR;)Qn%*n4,Outs,wtN,XO. 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XXor, 0= oomfiquintloi 16 p .,d smooth-. ., N.­1 8803Ia'8 bay u.t.1 r b­%quot"7*ntqu. I is 1 r1lom- No y- yes tPA, C-omposelot Edge Fbwv4ms Srroor Door rnth Vlolded taws � di g�ntnnotnXOOX or OXO M162"u"i 17 It Thertmie-7m Frtan4Clasac, and Snsomr4Ipar RM"al G&M 8 &totimpact9i Opaque 12n1`10211 No yap yino NIA C.drupcei Edi Feervisisi Douper i with qd oothti Glued Mckled ii Salehpaa 7.Wn,qr1Lfti irxdrllxyQraerlIlquraffii Floddis Department of Business & Professional RogAdor few I of I Building Codes and Star oarii Product Approval Application Dealt rift IukbL2L Dia. Roodan go I F'Rat vaitaaw air Iswitaxpi PIC Agdrova An Re 5wi 204 "IT ir-6.101- Jon fri Jai Doi 9000 CER hi Dod, KC0 - VAL 14141 1 nV20.10 ilrili AwpA cor.goily rdla D,­, iWl)41l&0Io0 17li 3t5-2590 IlubCaleg-T. Slide, Edii D- A-Ii cedi Iii or uharl; ten LWOLEMudlusilE AW"M IN i Allouli for Use ]Mae& PMEM �ftjig"ut Nb- aM� diem kii udeeii 111,09tai p�w, f) lL*W i Impadt vin)o Dide's; aft. i 04,114fM21 Y. y- yea lEA August 10, 2022 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please proMide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Product Description Test Pressures EXTERIOR DO ORS I-1. ,A. SWINGING Fiber -Classic and Sm oath -Star (NON4MPAC1) r-1 E +67.0/-67,0 psf IFiber-Classic and Smooth-Star(IM - PAC7) --AJW4#T-, +67.01-670-p—sf F - i-ber--C-lassic and Smo - oth-Star (IMPACT) +80.0/-80.0 ps - f - M PJN 'MI Windows and Doors 'Sedes 420 11FI-153321 - FL15332,5- +40.0/-40O psf EP01i Series 5570 IINOA 21-0205.03 +38.7/-383 psf WFAIEi.'s Corporation 1.1 MST FOR F 14 1 no 2 TT I ------------- Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) Z, T # !it Wayne -Dalton i'Sedes 8000/8100.18200 #1123 (16X7) +30.0/-33.5 psf 11cl W *TA Wayne -Dalton iSeries 8000/810018200 #1124 (16X7) +34.41-38,3 psf EVINJEFTOM METAL LOUVERED DRS Curries Dim'si on of AA Inc •DG, 607,707,727.747,a+nd 847 Single & Pairs of Doors IN*s fill I. to Wo 2. WINDOWS A. SINGLE HUNG MI Windows and Doors F L1 7499,2 +60.0/-60.0 psf Series 5500 Pella Corporation iSedes 10120 +35.0,11 Pella Corporation --70ella 10 +60.01-60O psf HORIZONTAL SLIDER ;MI Windovvs and Doors it II III IIIIII psf +55.0.1-55.0 Pella Corporation !LSedes ll 4e 0ilk 730.0 psf 109MM Pella Corporation Series 10 Sliding Window 1011111111111; 1 *4 MI Windows and Doors —Isvde—S-18-5- ---- - - - ­ -- -­-----------­ A + 60.0/-60.0 p sf 71111111n, 1:15210 �ILSeries 5520 # I Pella Corporation :Series 10!20 Pella Corporation 10 Sed es Flange Fixed D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 5500 13M. 3. PANEL WALL iJames Hardie Building Prod. 21MV.11,1111 P0 :2 M-a W-M-011=1 F Li 3192.1 F-1­13192.21_�� Z0 tIN R. Solid and Vented Vinyl Saffit FL15272.21� a- +75.0/-75.0 psf MPJkJ 'Alpha Aluminum, Inc. Solid and Vented Aluminum S offit F Ll 6544 R5 --A! + 54.21-54.2 psif Kama= E, M XT013 I [ri 3 701 sissm A. ASPHALTSHINGLES i3 Tab, Dimensional B. UNDERLAYMENTS Tamko, (for Shingle Roof)l 151b Felt Underlayment 1 Plyglass, USA, Inc. (for Tile POLYSTICK TU �AAX o -Roof) 051013M ;,D. ROOF VENTILATORS Arch Metal C a rn p. Off Ridge Vents �FL16918.1 - FL16918,41111111 _'Thompson - - - Florida Metal Products, Inc i'Lomanco, Inc iDA-4 Exahust Vent +97.51-97.5 psf �E. ROOFING TILES MOM a# IF L7849.27 - FL7849,287 Saxony 900 F L7849.16 - FL7849 20 ,F. METAL ROOF I'Drexel Metals, Inc. DMC 10ONS. DlIOC 15OSS, DMC 175S. DMC DMC 5V F Ll 7679.1 II A. STORM PANELS Protection Products LGahanized Steel Storm Paneis F Ll 5076.1 - FL1 5076,21 'All Amedcan Shutters & Glass I 'Galvanized Steel Storm Panels • ie ---- ---- COMPONENTS ik WOOD CONNECTORS/ ANCHORS USP Structural Conn. -11 Wr �Simpson Strong -Tie IBTRUSS PLATES :17W Building Components - - --------- Alpine Truss Plates 7 999 1 - FL1 999.4 F L1 . MiTek Industries, Inc. 'Truss Plates i F L2197.1 - FL2 1 �'7, II 11,53 il:iiiiiiiiiigimm, I S 1: 43: J a] I I U 111711:1 1 MAi a y e r h a e u s e r Rim Board, LV L PS L. LSL F L6527.1 - FL6527.5 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels l�NOA 20-0630,1115 �Commercial Concrete Products,- Inc High Strength Concrete Lintels The products listed below did not demonstrate product approval at plan rweliew. 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) i MAR 0 9 2023 APPLICANT SIGNATURE DATE Review Assist, Inc. Virtual Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Kla FX2300 Florida Department of Businesi Professional Regulation on, 1 013 Building Codes and Standards Product Approval Application Dartall Entail, or IM Verson 92= yAwli Y91199M SUOMM9 111C AMMM 621111121211 211111.12 Revision 2020 Sowe'lasparson Lyndon F SoheniP.E.Ryan J King. P E 070y"T20 0 7 In Zr?= 07QW2=, 10113112" Aplawad Comply: Edi Dailm JD) a43_7528 PE-434091 (813, 767-8555 subcategory: 9Wrerng ElrtiRw Do, AIlsompli slaueelloo(l111hormarlinu CC complai , E+ Ieason Report trom, a Fa"rFda Remstlred ArMaaclittiALAr�nillANdFlorlift FUWAMM Protemacrul Enipi MgA= I " 9 Product Medial. 1,14,1111der a, Name Finei Daft epasin Cw"od Explinit ors (o" in HVHZ ovwdo "vK Re2lqftr4 pFearim I a ThemnaJ to FJser,-Qai and Scrocith-Scar Nomiled ft4i ademr-partier ruct Cradles IM10122 yes, V" yer NITA Component Extent Fiamhoss $anal® Door P.-ir,wo,asi X .fl-ai 2 Is Tllulna -Tni F14er Cliti and Seloodi Nomerroll Ski aquothmpactilulini Opaque, 1W1J= yes yes Yes WA composte Edge Fiberglass smeo Door sen; Sliddri antoomelOubeiari AD, OX or 0X0 configurations) S Nominal 641 12)1 Yes yes Yes WA Comp.liale, Erna Fir"lailial Domain Door wn1 or wdlaee simrm proolliglouffir-W XX at OXXO 4 1 Thermal-Irm Fiber -Classic and Smouth-Stat Nmmal 884M 0 aquatimpacmeiWi opaque IWI= yere Y" Y" WA C'o,ippate Edge F.*191*s* $onlar Door 5 1 Thnni Fliper-Ch... and Snoothay. N-irliall 844390 lid-tImpm&qtit Disler- 12131 r= Y- Y- yea i Composite Edge "beriaress singer Door oath Siderbi orevoiing0intrantir X0, OX or OXO configrinagoi 6 f Thb.T. Fitiar4lov,4e am smoo"ar Norinli Sam,0 aquicitimpactSqui Coattails IW1Q= Y" V" Yds i �7=E= Fiberglass Dow ble Docr lisitil or (linano-Vilcutseenst X(or 0)(XO configurations) 7 9. Therms -Tea Fio&�Cli and E0100th,5pIlt Nominal 6&M, 5 Iziunt"ParclUloot Glazed 17131 1= Yes Yes Y" NIA Camposria Edge Fitearglaws sanialer Door Ila" resiOuteseene; X configuration) 6 1, Tboor, Is T. Fbor-Chaeisk: anal 6trooth-8to Nominal 611,03a 6 8siwithimpectlialuot Gleuri QJ31= yee Yea Y" WA Overlap" Edge Fiberglass $m& Door mth Sideliti (Inesengl0lazill4ng. )0, OX or 0XQ 9 i 7 h8mnw7,u liptlee-Cli -4 Nom=6 Glai twir= Yes Ye'. yvi WA Composite Ecial? Flostillaille now hie DW voti or eonRguratdmsl 10 i 7hoi Fbie•Cazi and Smoorh-Sur Nominal Cs alai or Glazed Intf= Yet yes yes WA Calr+osft Edge, Fb.VI4" lainglet Door (I'seemlloulibb-S X corthauralroi 11 R. Thermai FirwitrZfeei and Smooth Star Nominal aill4i Ilducklimpott8dai Glazed Iml y" y" Yes WA Crmlicedir Edge lubsglass. Single Dow wai NO, OX or i 12 1, Thermi Floor-Cani aid Smooth -Star Nominal Is"i dguoClrr quad, Gazzed I=IJ= Yes Yes, Yes NIA Composer® Edge F drasslaft Doulicks Door Into, or net of sdown pmeonar(Drupwri XX or Oxxo ,.i unraoi 13 to Therrai u Fitow-Cpasaac, and Stnooth-Star Nominal 6&M 5 ")Paotile IV!u=2 Yes Yee, Y" VA conwetat FQf="gii oiley mith &q-­t;NQ"e=xUot Ilizi XO, 'OX Dr' 3X0corthigaIatioral 14 n Threenci EberuOlualic oriel Sirrooft-613r Nominal 64*39's I ZGI rm--F Yes Yes yet WA -7pasiffle Edge Etentre" Casui OW etch OXX0 wriftorati Is o Pelana-T ru Ii am-Clulm and Strait-t-i Np1MMI$a`M0 aude-IMPeCtaldi 01a"Ide 12J3102= yi Yea Yet, tni 0 'mpoere, Edge F"roNazo Seri CAW ehi Sedoirsi IS p Nonurla 188439, 0 Opaqua, lZrPr2a.12 'Yes, Yes Y" WA &4q -0 0xXQ wrifigunini 17 q Tuemi Iii Case. and S...th-sear *N­1mp-i&q.,A Op.q.. 12131= Y.. Yes No iWk Compom# E020 Foorgieds srsgss Clow (Ins,sintilrOuisomes; X ronflizuration) 15 r Thwmoi m Obser-Clai ad Frnpoi Star Nori 811,039's &Qwictrion-Impactaquot, Opaque lnlr= Yes Yes No NA ,Pnioarle Edge FlIcarquines Single Dare *ii SIdefili XO, OX or OXIO 19 s Thesmil-Tru Flee -Ctai and Nominal 6"30,6 opaciae, 12012Ta yes, Yes No WA Composite Edge Flearqueft Comb Ow eft 61 ,sAINOLpt Sidearm (maa4nqf0ual9MAy: XX ter OUG, oufffigurialli 20 it, Thernni Fibef-Cabak and Strooth-Stair Nom4l 6611*0 Coeque 1121 6C22 yIns Yes No WA Cpmppzde Edge Flherglaps Single Dow X ra4grilrb-) 2*9 u Themi n, and Opaque I 2r3l r2= Ye. Yee Na NVA 0ornpowe Edgar FelotgRiss, grigiiii, Di wom 3delti anavorglOutorwrig, XO,. OX cir ii contaufarei 22 s. Th­zi Fropir-Olsai..,rd 8-10 -liar N-1.1 88,111 aq­i;Nkr, lquFd&qi Opaque 12f31J2Cl22 Yee vas No i Composite tworgiless Daubie Door wee or Aftoi Side ices XX or OVO ExardigcaatiOn 23 ac T-ermi Flbor•C4zaen; and Smooth -Star Nominal UMIS llauotekiiri Imstau"ot Giuliano IWV= Yale Yes No WA C,da,poii Edge F.Islatalool, Single 000, 24 rt Therev--i and Sneed -Saar Nominal 581 &quothlobirriplactIliquot; Glazed 12r3ir8W Yes yets No WA C EFtlpNglasa dge o=XOX W Oxo conrrvgurasoresl 25 y, Thetirna-Tru SirroolluStair hourenal Glazed 12031L2G22 Yes yea NO i Composite Edge Fiberglass Details Door Van or vifthout Sideluse itrlaeilrtllioulaasnii: XX or QKXO ppr 26 z Thermo -Ti Fbe,-CtsmIc and 5mealls..5tar Nomeall Uzi Glazed 1 M112M lee* Yes No WA Cimelsoatift Edge Rhartrazi abate old, (linswWoutlowbx X vointrieurabow 27 zil and Smossi Rome, or Slillittao lielmotrion, Glazed I2J IrM2 'Imo yea NO N/A Composite Edge Fiberglass Single Door voll, Sir"oli Qri stir/Outwerni XI3, i or OW wnfoxoonr,; '18 2 xb Th ee-T. Filer-Olsocricand Smoptii-Star Remold SM39.0 SquouNcin, iringsoc"or Glared 1201 yes, Y� r1b NIA ComposU Edge Fibeigzaa DOLFala Door Wth or Willi sidelfts (finvearvioutimel Vi i constiaur"ofti Florida Department of Business & Professional Regulation Pool di Building Codes and standards Product Approval Application Dealt "slum ;2* M 9l" Date hodag AM M= larldr; kwkumm AD-2kld a" lemeni 2020 fell ffri,Vws ar-4 D,­xe Spent Sla"our i Rai 1,lirw5 as 1111. Lech PE I omf?m 10MV7020 lwl%7020 12kVAlo Appos.0 causoni EmInurur Docile (711, 305.334W pli 4 [717)3117-645a SunCaulzi tuning Exhi i Avurricalies C"Niti kwlo* E"awall Report lion, a Fronde Ra,Muaraa Arurltaet rYa L.ai PlonJe F'Oesnei r±ex OWAKY Okiurm" Nalizi Dnawg a AMWM at Firm *,too# HYN2 knpm FAIkWK D"ky emesury Si 421) ALUMINUM SIM SE RIES 420 ALL! 1i M SOD COCO I 2N ri No Yea led WA HOW -REINFORCED 2 SERIES 420 ALUMINUM SEC SE RIES 420 ALUMINUM SGD 4i XO. )OK IV'1112C24 `R, Tee No WA %&m4;tlrQi NON-REINF-111i .1 6rR:ES 42" OLUM�NIJM SW RE114F CM SE 1420 111 IAIN*J M MO REINFORCED OXO 12,01r2li No Tea No WA 4 SERIES 4200A.LINANUM DX1 REINFORCED SERIES 420ALUMINii REINFORCED OX. I21 M024 No Y.l No WA xo xxqftqm..86&q a 5 SERIES 420 AA JM114UM SGC REINFORCED pClitleS 420ALrJii SGDPFNF(erCE0"J( IWIP2024 No Tae w i 1438aM.9"Fili Florida Department of Suslogists & Professional Regulation ii I a" BuildingCodes and standards trawl Product Approval Application Detail FLi82454M ralla I WY eC Dan go UNWbo= no 'lift v~ samueattri cmtdaneala4r a Uaaleya'MMed 0, Vtow Fi Azzolsidal A1zzaFad JIM RrASion 202D WayosOaem,. dwadr ofOVae­ . b-t krmlTa aaMhey P. Arneson. P.E I Camelot" 17634124 PE-51737 (1104)821-5200 calvai Eitlei a"$ daamnaegseynedram 9.1o".9cor Semi Etieres, De. Alsomkl,. to C.aWI—Mdh.d! Evaluation R-P-tf-. Flodde Registered Arai w a utoorl Flards prol."lonal Fnvw Simi leadel. Nuaritter or Hum cloth 0.aavaarr AmmulLULYM &NUQSIIAAU In HYNE o"do RO"ON Pft"ury =Dm2w4mlo5 U" holint INIzi No yts yes -31W)5 00 a`AMDMin rep III seddo 10 =441001200#1 123 1634ft hlaasricfflh� 064W Max hesi (Nazifing 1211 live Yol yes .30,0143so ivowto In wo or mtFffftaint 11041 166#36t 1i vAdih. 06613 MAY heluftt. Nazing l2t31t2D23 No Yes Yes -34 40ii-M 30 euviii In W or huarnedah section Florida Department of Business & professional Regulation V1.0, 1 It 1 Building Codas and standards Irsizi Product Approval Application Dietall 4111121011111111 12111 "lot 291 291 ca* pleadina Bit 21111111 Version wam MOMW RK YA%Wmd &AMlfted F 3Q "isiza Am. Min R,xws 2020 Carnes LittialseclAAE)i W Tom polls, UL lt0 Ili Beri F E IZ110I= 12M$1020 120=20 Appi caul"T. Encri Opera 1W, 494 �313 lose) 90-06110 "Carroperi Extenor D" CcmPftni CamilIllanat Method CadificAli N%rg or Led% Number ar Harm aroft1F1 pw&MiL56n Ctltram Eck'Aaw OAS fiesmat prazzurs I So F140 120311M yb 'firs Y.% WA real ndlow meta darn. Florida Departnuunt at Business & Po Reltatlabon Ilaspi Building Codes and standards Product Approval Application Detail fltlZ4lM Cabs el"lly QOO 0*4 Do pmagn DMO :im V— G.Id Staimear A I gram V.Ihigd 0, kAawd -%Ibmkt&d PFICAdmili Allotment V WrIdev's and V"$ petriseflei American Ar.-hilectural a I IWIM20 I I fre W 2 0 Acpro.,td rL� "`o` M und"1FIE clai Varedli Men� -iiii Jr 31404 g(tCa"gotr.,%roe HNNa botinderami ,:Ornpoarseo wenew: con"umlift kavi or uli QU.Ift A'sairareat Anzarilmod f- Usa Apictyed for It, ligai posear, lm-# Pnisehi Model. Wiftor or Koi mlinukizzz 22ammismUL2aDan in Jilin gs"llit HNiZRealized Pressure 2 Ri SH 12x72 Firliprei From* WWL'�:; ii Hi I Dar") No. Yen W -WrA :.n1inded"ill > 0 Q) 0 0 CU CD-0 CZ L— 0— 0 p .0 LL 0 0 M 1+— 0 > Cn E 2 C- 4? c- W Z't Z W J i C > 0 > k CL 0 0 < CL (a) U) co —0 0 Lij 7 < Q) 0- SHEET NO,` PA 1.0� i +n-'a W Florida Department of Business &Professional Regulation P.ge6.0 Fiords Department of Business & Professional Regulation P. '- Florida [)apartment of Business & Professional Regulation Page 1 d/ Florida Department of Business & Prdmsional Regulation paper d2 pl ti ..FBI V_J U Blinding Codes and Standards IMM22 Building Codes and Standards I = _ Building Codes and Standards f�1 Building Codes ant Standards f1�2+ � -F--A O ProdtlCt Approval Application De Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 nanwitra f4w-=eta �e #IF18.L&R74 - F : d J� � GAIFBC .... }L- ('U � � " ,g2t y3ylpa Manuhetu rat{ Sr9fl)ffia Ena,naer a LiasnseyW!oNad ev - FBC Apolnral Approval Baafmlaff i�iE d:go ��tyA 6tUn w 2aa Bat 0ae Pending RB n 1� m E_kY-1x $i4 DK4 CA, orndna Lffi2 Cam. T1rL V1 lnt6E.a >�i AU pat Ptu arm g; Y&�•" tea. �+-om dY®� am V /t � Ratio- 2cm Tt-nm-Tr, Corprrestson Sk.e 3aapenon Lima-F SLhmidt PE RyaimJ King PE 10 719021 part&>1 l 1Q'13/2a21 12/15r2021 APPrwr1 � yam] PGT C�flct lbx&imaL^carnt Vail"" vale s9�R�d aillau ll Mus al PQ ,Qlaxs Vw_m lam alwwsxourr liallouta Llusaa V bM More i Am FSC raym �y�( Q..asw, ±JO_k Nor Wlndens arse A.ms ar-5ttargw 4mengn M A4Cun1 Siexn M Users, PE 11/2212021) a I n WWA 114r&18-10 tf � �F--4 W� cidegery. EAtergr Door. (800) t l--7M PE-1:409 MIT 787-G555 Min rAl Ca 20o I-6- Jens Rosalds kall-i ode Dcco- -I! Is Ana's-C.ta sr : G- VAL I IYJS Ji 1:V 0 1w2ki ANr,;..y,7 R-- 2030 Mi W.'s aId :bVs ':Nndoi Arree^an y1V,,t n 1 :A-1 M k•'h- rE olGn� rl ICOJ6120i13 1NIEVZOX aF¢t0.ed :#!gory: Waldo-'+ e717)3a730 Manubcttia Assontlan 30j117j317-11454 Moreover •f/"1 SUD(aMagoiI Sauram.Q 5:11mor Coor Asdoarnbk 8}aspBr^soretherrarrov u.{ Corollary, Ahmda r•s t"11UJ6-I)II9 [7861)3f5.; oi)rJ Category: m, 3C"= 7: M-raa- Assn.lnI- "1")5P 7-WA Faced baangarQmmord.- ee� t v V ! CompllaR06 Maklod: Evaluation Report iroI a in /.1o"arat ry: ,5knee Hong lrssar/M@pLlerdVssiaa•..G on SWCAita "IM H01Waaal `aids Colombians NKhart Catltr aurora Mark aLiaolg F pride Registered Arthaect w a licensed Florida rarcaeealbnErgin Crrallarca M.111- CMtllcnlal Men, a Lhtr:p.. owry,W. M.,hod: cartEltr:nitrl Man a a going 0 eer al r Let78-Rti Rodlxts Fs153fIf,Ra Rnduass rut5a4.#14 waa.,de L- -O F La2g4E1-R7 Pr'Maeta Duxna A sar,ce AaorarN ran us. Apolli for U. fib Q,nr Aswranee � fen Use Aotr.vtd for UaP i nffd 1�. Aea oWIU ,rs,r+ Aaorav dtoo us. AI]n„vW rw Una mmm godw O QualfM Assurance Approved for Use Apam ed Poi UYae t2Lxfun aeon Pr eeYochL tYaor Nam Prortt Drvt"griet 'fig;+pact E„ ,4120 Ode Product h HVk£ ,'oltua '1 EM1119 -fog Practical Desolation QMW EeoRato-R" Ira MvNZ 'outme 41 111,1141,111 �I Q A411a Praducl mom, tti[{atl or RarM Eliodwal It indo& out" liamostaund O Product Modal. MurRiMr or Name Product OesCnpdWl Contract EXdfetlan Dam in MVHT Outside NVM2 gr,etsdnt PfeasUB 2 SH55:00i llrgt Lks4de rnpeni Vy:y, 5ng1e IrJng vAMir.• 01I57.20 Yts ve- Nu- Hg 153 Pr, srW nerrpe Crertx 3 tnsu;e!N C4ea: 52i11GA2m4 kko Yes As PW 73. 72 I.Wried Q.. W"02s Na Yes Me -M-40 1 a. 7herreve T,u Fiber Classic and S.. ooth-Stal Nominal 50M..86g1Aet,Non-I rrtmct%quot. Opaque iu31t;.1711 NO Yes No NIA O -4--A avg3rte Edge Fiberglass fipglt Door Cm 2 h. Therrtka-Tru FitJr-Grasso; and Smooth -Star 6W ikng lub(Non-lstm} Nomi,ul &&41Ia &gtkat.Non-Inlpacf&quot Opaque 1213112022 Nominal; No Yes No FUA D O Compose Edge Pbarglase Single Di with sdelie(s) (i new nVOursAong. XO. OX or OXO U) +-4 tv i setlga rook...) ' - E Cl/ C O 3 cTherm;.T nu Fbr-Clasalt and Smodrh� r Nomin; 16&i391,8 dqud;Non-I mplleAUtt: Opaque Qf.311210= tip Yes IVp NIA 4� Fibrgl as Composite Edge Double Door sisal or vadhdut Stlalibe Prmwlrtg+Oulsmng, XXor OXXO .� uJ as fguraiona) 4 d Therms Tru Ftbw•Clossr and Smooth -:lama, Nomltul7&0*.D&auu,Nan-lrrpaaquot Opaque 1213112V22 Composift Edge Fabling laps Stele Door No Yea Mrs NA 5 a Th ohmr Tnu Fiber-Gaa4at and SMrMY 5W (In9awnt; 0ulawing, X conhquratGn) Nominal T&a99;0 aquot'. Non-IrrlpacI&quot Opaque 12MI2022 No Yes Ne `WA 09mpo9le Edge F4'ergasa single cuor with Srdeiier(a) (Inge nafa tsw ang XO. OX or OXo canfigl,lratons} 6 1 Therme-Tru Finer-Classk arw snndm-star Non]Ilw Won't; aquortmon-Impaasgwt Opaque 12ZI=21- No Yes No WA Florida Department of Business & Professional Regulation Florida Deps"art of Business & Professional Regulaton Pop' w1 Florida DeparanelY of Bustrrass 3 Professional Regulation P.g.I at Composite Edge Flbwglam Single Door EkArd1 Cordes and Building Callas and Stafafaatls tPA2o71 Building Codes and StandardsA,1s202t Nsas mgvoutankrm XConfigurationl 7 g. Their-Traa Floor-Ckmisic and Smooth-Stia Nornreat Opaque 12l31/2= No Yee No NIA Compo&M Edge Fiberglass Single Door nith FrQtluC! Approval Application Detail Product Appl'OVAI ApWlc atlon Detail Product Approve! Applicait, n Detail Sdelaa+,e) pnlwaRgTOutswang, Xro, OX� QXO I caxlhquralana) S h. Therma-Tru Fi-e C and N4ornraal t4M.0&quo$tdan-ImpaG&gxt Opaque ilr3i 2o22 No Y'ea Per N1A : t"1Xu53aa,x5 Cawp3aRe Edge Flbrgtaes Double Doer r+Ath or S� Fdlllttta: I2E8 v21➢d oaA awadly, ¢Its t'ala lads IIYA.F!venaaa Ate LtBti l lYi ➢.! fie.: wexxd sdNtim (Inawugtoutr.«nq', xx or OxxO ndrligurabona) Zia Yttosc okouf m Spded Esaohaar & Lacwr.eydkdxed -& Yalidaled SLJAD j I = A irmal EaAYVR4 ' ^ :YRL Ylitlm j( 4 akmzg filhOL22A 6Qgg.75 ,yam 1�gtveraw mmufKuw :Data •PmaQQ Coto* lawatL& Vakdow M Amnityll ADaWAd $lira 9 L Tliarm#-T rU Fiber-CKASSiL arq $mDWrF:Ca! Nominal f}Sf3Q:8 dquotNa*ImpaXd gLwC Glazed 12(:11= No Year NO MIA AMnNrIM 35'.^'j pGT InOJ 1&s Jlnf Ra90vYi MamF^a0L t3CCD- I'ER 3A•ar.IFDa5t 9L4C+ V.4t !'Al'/-'.: i t,)5!'O.Y7 `.`1.':O:C AT;3^.Y.i R- ^_O.J W t'.Vr:d-d Dods: Abet sltincl Lest R tarot PE S1- 44 UIU. FE 1(0001r t21) Ir1Y ylv-x IOn W-1 �-e 1:115M20 Apprised AffVMMM 2020 PUT I-sblez teac Reeevsb iArK Datle BCCO- CER aaalT Ode RCCO- VAL 11.e514/20 IIX6J2(120 IIn 1"M20 Applou" Composite Edge Fibargtaas 3rnple Door, catagwr WsI (1041) 466.0100 ! ss, 31=">sa1 C, tataggwy w.+.n„t ';17, 39- . PE"s25+4 ,7;'sl;ls4.:+ Caegrr vat, ) (7661315-25t0 1lroswirgyOsmwaalQ, X oordgomon) L&COI. dyad tube- srceara pgnr,laa�iaac bQ ar,hc. Lo. - xAT bsllln miwttl.cnro ?e+$ 6fti sLLlCaaae7. Gbla«,a lrosa.sklapgrinda+sleevd 10 } Tharral ru Flber.Clasw am Smooth -liar Nomnall 6aAI &gamtPabn.IMPMIagtYlt Grazed 121r5'ra01 Composite Edge Fiberglass gllass Sind Door wool No Yes No NO, c.ar:pnw,as Machos! caueeanae.Nnr 1> L:1ang om CWMIN." Ned,ox E141,M al R001 own A Fi«ida Regads,td Arch4rt re L,,- ,i n-o. C. WII-Ndbw! camosla. Mark a Lienng om SEdeble(sl (I gi XO: OXa QXO FLA2434f24 Prodacn Vlofie:,,-ti Egh+err fuuNRy}Raducts 11 k Therma•Trti Fbe(-C4adc and SrmolllB amf�iralton.) Nomnad 6&#38:6 &glwtNwrlmgciAtitict Glued 12I3112022 NJ Yes No Moral f2ualte 0.tstr •'�• AL!araV.@+b I/Se AoerowL far lisA URW Dow- a ues vee Prorb,sYs iNdUA a @iL u.. �oulidde palm Cgrnpuaaa Edge Fiberglass Doubt Door win or aroA PradNel Yorti Yaaebr or Yaw �„ Carnal "ad -axe �il212 outsdr HV+¢ Re �ry 3et42 Lg> 31g>1�E Inhyn ffiallim t+RlmM Sdalaas(la9M Outrai XX or OXXO 9 6 uAaFa5201Lwge M-a. Impel Aryl Fired Nlndee 9r13CV,'°i+S.+, Y� 1es '+ps WA auaUh'Amrarlce Aaloyatl fu IMa %]� 219M t r.Wlen IV AN Door ad Wmdorrs A4Jraleum IM.orn PS/26Ro2U Yen Yes Ye! N/A apnagumtlMp) &lal3 Mail Mad, &agalJt[ wrm g-g�rts Dasrxlmw,n Cataract Emtrlm. oat. yL Nwz Dntcw MI t 1^< I. Thenela•TN Firer-Claaw and SnrtMh-Ref NomiI1N 7&:M;0 &gYbt:tkn-imp's✓s&quc]t Glazed 17P311202:? No. Yes No MIA 57t;a `,'sll A'urnerum Mi,lh. 1 +:+M424 Nn Yes Yes MI Cornpmk Edge Fibxgla% Single Door um$jan) 13 anhermoru T-TFkCla er-ssc and Smpnth�ar Rbmirl78 uoCNon. tm pedagaA$"-SLaaCJ 9 2d31)[2022 Composite Edge Fibek Von Single Dom welt No Yea No WA Sdela!{a) (inanalQIOLRSwNg: XO, OX Or OXG OxiAQllrabb119) 14 n. Thprnle.TN FKaer•GMxsk and r.N11h0a4Si]lr tJomh O 8i039:0 agtWtNan-Impo[TBgaJklt Glazed 12T 102o22 Ale Yes No NrA Composite Edge Rb&mtad. Single Door %b Wm ooVaaamI x rnrngunarI 15 o. Thpnro-Tru Fital-Ceseo and Snanbth-SW Norntgl UNW kloothorn-Impoicalailquot Glazed 1281120-12 1 Yes No N1,4 Carnpvaaa Edge Flbergt. Single Door will Sodelitil 0npnalgrOtasrang. XO. OX or oxo contagufetons) Fonda Det3arbnerr. of Business 6 Prote3sitna! Regulation I Florda Department of Business & Professional Reguatlon Forge z a7 Florida raneK of Business & Profes sloral Depa Regulation papa 1 d2 16 p The rma•Tru Fiber -Coarse and Smooth -Star Nominal 8&KM,,O&quott4or*Impacraquct Glazed 12r311= No Yes No NfA Buildr4g Codes ane Ste ndards 1, _.- B1r116mig Codes and Standards +0p, Bui 16ng Code's and Stanch rds &eml COMOO!2le Edge Rberglr+m Coutrle DOW vAtn or +m'i1Dut Sidelieea, 0 raswinryJOuLSNyrng, XX or OXXO Pwarrquratons) Product Approval Application Detail Product Approval ApplicationDetail Product Approval Application Dell 17 q Theron-Tru Fluor-C: .c and FnuoM- 'ar' tenant 88i39:8&quotlWon-ImpectiII Opaque 12Y3112f722 No Yes No NIA - - -- f!tsa1 T2#s - Co rmixam ea Edge I llo"law Sing h Door nigh Tuira orn ±InaringrOLaswing, OIX eanfgsxaWn) atR1a1�-tea 18 i Tr*mta Tw f ibex-Ct sc and Smeorm star Nominal (AM ,8 &quotlal l Impax5qur3 CpaMoo 12131R,122 Nb Yea N. NA ra!la Ently or Poll 2m CXs Per V R" � Ehm « s• .�lt Dare tolerator 111 t Sag! Coi&x Att Dal dim.!' AM pia Sid.14 Ark Edge Fit+rgteras Sing le Dupe roll] SdalirceelandeF,bemoso, Singlle DoorreB:, OdXO (aeoxorMXOC,mvigurlbom) Sraf Y,aila0 Rs• a.n 202d .illLrf81Lffi. Jam" i4ardtawtilngPrd rIInc Sa06i6 EnarnwaLscars. TNda@tav ChadOia.kr V.ftilgw'Tan Jiir,:%oath.W F ii vaaaw 5anr11ntted �AunreYal sissies Sl Meta nitnsl� 7,1ln2 ,Nl 1110i+?di1 pIrr'. Al- -524 )frs.4LE - .:. 9ACItZtl:rw �t'2�' 'M, Fsra.'I"r�r'6aa rh i Valmalm av _ 1JICY sops- LynIdner Soh"int P� Flyam F Kn0 F� 1(ya ,&7lag $Lj�jta4 d Lam 1 BL t 0 Y202 Fac Amraval - Y1J] 011 �pPM-d vet3"1021 i&iag AMPI T,(�t }r�gyi�t Yarlyaraifa Rav1510n 2029 UAf �N1�1 6lltilaNf aLll6arne validated OY V B�Rta[N Prig Mrdr-atw ReportFeemmen ",mW.iSnaMdI.PE 0". rV 0 gVVM20 10107: 20 12116r,1020 AplrWad 19 s Therrna"Thu F ben Hassle and Srlwalh ar NPmwsal b&b89',84oquokNon"Mompacialt t, Opaque t2731/2r122 No Yes No NIA C11160I Pena Mits gust 145-MS PC ;°:)3e7.2s2c C:W.gaa'y, Par r; wall'„, ,y,lJl 22'_21E RE..4z&pa f:51317fk'-0555 cxagay: Rooing (d00)700-3411 PE-5gtae (55.4.: 772-5224 Cwnpoesle Edge Flherglese Simile (wor wkth aubCalgdM. Song Iotd d ercksCoarnesha I _ S,l CA wry. ^,+IKIs Ih•m r Gs3 do ocan aLbcdegary::alpnet Chances, fnMiahQgaf.00m S,dx4e{q (Ime-giOula-ma;. XC. OX p OXO Crrplbnre Nmhca : Eraluallm Reveal teal a e..am rar.P_ a RIPL E .:.Veep R Per! room a c011igaarKa MId10tl: Eveluardn Report Rom a Continuous Hand and So cedlgtraba s) noble R groared Amennect e, a L-sad FIorW I :Iy ?rg: 'r,ecd I a s _ I Flan de Flalde RegateradArotaleet a a UotiI Florida 20 tT"hlrrmet Tea Fiber-t: kay#rt amyl SrnpSlR Slat NOMW41 g&M.0&gllckr+Gn-lfryfgCr&gt Opaque iCr31f2on No Yes No WA Prdasslma t-n¢,er v.orz-cs;nne:. F .firer Prdt9stala foetus C;i!+npopk Edge Fiberglass Singe C,op min $dalia{3i (InaMangi(OU tArg, XC', OX d OX6 tLi131s3 Products FJ95777-RS nromm LL2111 ir„ a 21 uTham'uo-Tru FIpe C;lI and Sn-4xitm-Shur Cara2nuoua head and sat txJrlfiguratlrKl.) Na:nlr,al8mai dfrauck Nor InlpdaiQuot': (1Ea:ell 1„:!3I12022 No Yes N. rJP.A '(bteVlLk 8aet47d9JCaX,914.4 �t R4�J " r I 4k,yp.. AAsaance Aersr Fa Use AskpravledfarUx 1&gyEL } 1 Amrlved for Use Aoormpd Tr Use ( 4,.c,er,rwvk Edge Fav�rgEass Stage Para wiitl O.ae pradlM &lodd.lrumbxrNarne Product Dtstrl9tWn 4�Irarl EttieNdr Dante PF': Qt XVNZ Ryon;,ap ('rea45�',a �- s a r41�,c. hood tanlNae, Ya=_ `` - - M1at.ra Dncr�Ion crnar3 ErniraAron leas nv.d :. ._.:..._. I N'1MI Duiddk NVFft R.eMxY pr�kura §t9.E Pradun Mwli NuMruYaw Pr,odc4 Drccriou Cwaraet E,mhaLW�et m vale kr hVkZ QAaid. FhAIL 2 �b,wtetf4 (I naM mgj10. ` ahg XC, OX a G'Xx` t r_-sill la Lap ndwng labor -as M ieosdwg 1711:1M - ': A-. N,1 a A.x:7T31,o1 .S•>ta Vtnt C S'nld Vby9 , oR1a I Z'711`02i. nk, Y'es No WA 1 GAF Aegean Roo(Sh le, Ft>a(ifl.ss mMaxad A�aeh lwra step- 5-teb and 12JlW2 22 No 'Yes NIA PU'A CorsKiubi a HW and 54 L»Mlgtrarrbro) I HrdaPkalc lap Siding tlle-cem ort i.p akin9 a .:12:i4 ss 44 A NrA - >: _r2 41,enre T,&,u - sri Ver:, Sa:d �e,'f Somas 1 b311-022 Ikp tea tb WA hlphudpe .WWN sheegk- :2 Them,a Tru Fbee-Cloi-c and : r�lII Nominal 8&As39.0 &gsrctlJon-1 n-lac4&gswt Giant I's' 311ZrY1Z No Yes No rvA _- r .T,d; .•,.rlGnar Nmepr Raaoedaass Sutra Van: w Sold vn;, v.,fa , 2,n,:2;12, rail /ore Na WA Comp male Edge Fiberglass Sing c Dcol -tt1 4 6 aq.,s;o58a:a Salem Vtn: ,v Shctl Va:y, '#N ..,, :3 Ile Veo Me NIA d0'aN,AI (1naW1nnK7€c43yAnq. AC, OX tf sue,{O y c 4r#J4' no 1n DaaB+Au ; S'carR V �>.Jld ny4 S4af41. -.: -,.M23 floc Yte I1. WA 23 w Thrn1a-T+u Fiber -Cheek and :Smooth -Star contblu 1ua Heed and I t41nd9traaons) Normal G 3A6 &ga6:&tion-irr WASCIUai, OrraqUe 12J31l20Z, No 'Yes No NJA C- 1 sl's : ra'r sr-q-t *.3.ai9rt V gold dnyl :'k ttt 1131e212t nip Yec 11. NA Composite Edge Flo" lose Dot, Panels vats Vented Si:W dsi lrizalo giOuRmrg. ,;Qv XXXI RXXX confli uratons) 24 1, TharmaTru Fiber -Corsi. and S,noath-star, Nbmmal g&M. 0&quct_Nor inapxdRgyat Opaque IZ/31/2+722 No Yes IJo YJA C' poale Edge Film milliliter Dco, Pami. wide Vented Sdeita(N (I navanylOutzvrnq XX XXX.x XXXX axaflguraton.) 25 y Thamla-Trial FlbrLiaA.u-antl :"nanooth-:tar Nomnal b1111391;83+g1 Fdaan-fn':pm+sdSqu Glazed Qntr2022 Nt Yes hJn WA Composlk Edge Ftbe glose Doc, Pandas vats, Vented Simina i (InswargioIuropwyec XX X)X a -Xio x Florida Department of Business & Professional Regulation P>;,..1 x -: Florida Department of Business b P-astassslonal Regulation Pass 1 .11 Florida Department of Business & Professional Reguatwn peg 1 x, 243 zTherms-Tru F; b. JUar�w and e.moot}star amfgurairwit) Nomvaal Oil". 0$quotNon -HrxNo&qwt Glued 12r3112,171 No Yap No NIA Btidn Codas arKJ Standards 9 Iry'-'- '' Building Codes and Standards g ltvpa2, ding Builds Codes and Standards Composite Edge Faberg lass Gov Pa isles `acts Vented Sadaba(ra (I xx XXi.or kx)a Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail "I'laural!on.) 27 za.rhilearril Ftber-Clasw, and $rrluoth:`fir Nvinplal 8811139.88q,rctiwl-I rrXar'.11&gust Glazed tif3112.022 No Yee rrh WA CA,ankunite Edge Flung nos Sing radar with ?R,r35',0 t1;alZytB411E ... - Fustiest»-R.t - )•jay 3aoeyEe+;S) OnsMnDr(`suist,ong XC. OX a cOXO : aXAltguratona) 'i.@Qa Emally or 2&, A!3 owe PwaW- 2II-C. L494 Erlfa.L' X Di t D-0 Die Pt4idm om %49! Emb or 2KI tare Pmdm �. 26 zb Thtor- Tru Fate,•Clasek am SrnoC2h-Saar NrNnksal 6&a'M.8liguaChli.n ln!pacA3t'1%Y C',azed 12/3112(122 No iez No PLA lags Yjairlual corjac( EndMra Licrase Validated Vall"rall Sb,,,,d Fill A-,." ng-,oxen Vwd, Mae-+arxturr Curt stl EnNrwwaLscer,5a StaarbteJ By YOftlatW rwpmaw FICAmroval Aareved 71- Vanlm kb,,W-Iurw coal &ft%-A t.irvnea Voldaatt aV wodaw L&.*ed ►aC Amrovel MwGsd Rahw Cornposibe Edge Fberglass 10"ble Doo-ofth Rao.- 2020 TAMKO Wading Products LLC KMI Ed* Retain N,enAlwn JJf:4A Kn0)Y sari. PE IW41x; arenoll 10111"4,'C nvrsan 2C.0 LV 1horlow, also Thxnpson Archnestura Tcq Ohnstrtaan 'acror,R fniesa .-m.lkle., or .11. aTa'I r 111. 09f2'sfio. 12,Sl.. App.wed R"sio, 2029 Floards M►M Poodueft laic Clan, Jones James social PE.@ Seen MUrkA PE QW712020 OW25"I lo104/= 12Ae .020 Apprp d 3&/i"Sideal (InaHingVr(%llbnlMj. QXXO category: floating 44171 a240a44 PE-5Qrae i8541772a:.24 h:r._t;A awVw Y::t AMC', ,81i)74b-14Sb PE-740.1 -1171 ,11*-1�L t u1Mp.ry: peeling (904>tlLsa4ta CauCK Engna!erriq ctlt)3t7#ss4 29 zc. Thermo-T ru ribr-Classic and Smooth,Star confIlo abort) Nooniml 8&VMO&qulst:N4m-Inlpad&glint Glazed 1=1/21= No Yea No I 9wCn pry, ureanrs-mats karn_sde:ligtart.,zon, Cxegon; Rccanly SubCaptpory: RooYlg Accelawn that are An aartflarlamca cam PE-31742 C.umpowt! Edge Frl,"Woo Sngle Dow fir WWO Goapllassca **Mott Evaluation Rapd1 Ram a asecel000ly: Rooting AC oofie m9t pia on, Integral Romero" Rootr+Qsyetern SdelitI (I rlswan900'"'Itrag, XC. OX or OXO FI.W R.W-Mil aMh tw «e Lic-r+^me PaCa Irle�il rlel :f Mt ipMasthead; l Report l ofM. tf!(lUraUdrl.)) Rdessgnd Engoner bt EsalafP tom t 'rrua Repsrio oreh4oll rU-isa el«e Florida, R.mme-JArosteel or. Uzmaad Flee da Prasro.tonal Eegnaa 30 i zdTrt-TuFiber-Clwac and Smc3ih>r Gazed 1213112CM CcvnpaM igs Edge Gberglams Doubt Door wth lo Ye No WA FLa1232io wmuds : c=.rat-x�imd 6 girs er FLrtlsw-Rz rtaor,as 3&At�;o SdeMes lmeeslimWOuMwingl 9XXO oar Fet �t8.R0 IAvd.d. L mnrsguradtn) &+'a A hotltxi -add. Wntra w leant Product 0lsecba&on control Emkdim Dxe Armrasvat use AawaYael oar Ilea 11akaSat in i�N Outside Wasu Reskaaad Pra;trum � Am VW A'r owd for Use ton Doom 31 m The naiI Flber_lllapWlc and Smooth Star NlcvnMal 7&a39;0' &gWotNon-ImpeMagiX4.", Show 12131 M22 Series Comp-olft Edge Olued Flbergkas Single No Yes No NIA r TAMI Roca UederW.yrmenls(kfvaC) Rol-dolla far 0 FPC Jfow 0rI fes Nil NIA IVA 4 j¢v Aveurartce Azx+rwed rat Use AtlMtavnl la lies gL ram+ �g� LY9p� �tlgt VeMJ�gad; Door want or without 1&AKI SFdolae(vq rlaw nyo mw.yi X- LAX, XO of OX4 co gl1q[n�ons) 2 TAMKO Rad Un enay dda!NON Vi$i ena rats n yulsdttkens RauluMedaymtnat t« use a Fdc .±rns V.Q 04r' u?023 a Ye N•A Nre URI N-.. - t a._ TAMC O Fla( Try Oil RI Vent eih Baltic to ire Raussc[ onrriANn ..+.act r .ahem ax. 26 ea. 9i3UG rae,rpsID a a wilt bake 0 4KYR02a her f uftima War Ye 0.2s(ma NIA emum WA 3 - L hA�agI1e4: 10 Alumleum logs Vent tx plead raxelk fAbml 12t3l . No Yet Ya tram a 026' Abu..- forisdaIll TAMC-') CA 1.CK Vera Z TANY'0 y r-RrVe Rad Volt gtiU Bale 26 ga. 4'3"JJf202d 26 de "Ic noel venhFaiar �ben :31a9nsled bank '-Ov,0102e No Ye, Yes Y.9 WA NIA Wf-52,5 WA 4 TAMCO Prune Top OX-Rldct VMt nigh 1 Mk fr lie 2e gdvale fdor-talaka, wRt1 baffle W9ti9t.1(L?r Yt.s Yes NM. rVA Florida Department of Business & Profmional Regulation • tr I Florida DoparanerA of Biasin®as & Professional Regulation Pop 1 d3 Florida Department of Business: & Professional Regulation Page 1 bar Florida D9 rtrnent of Business and Professional Re Ulatiott 9 BLildng Codes and Standards Bu:laing codes and Standards WfMl Budding Codes and Ste ndards IMM22 Budding Codes and Standards Product Approval Application Detail 3115/2022 Product Approval Application €Malt Product approval Application Dealt Product Approval Application Detain "126&0 Alt 9EYC versionS� Penam 21)X. Lemanxe Milli-td Enari-a Liam Warsa �far ha r- JNlry Janes L 6udmer PC tt-m N U-1 PC 20 Do 2M y pq ;lam far. Moral9 4i 11f2Vx21 110b/'id;sa I ; n23 ,Sow FrI'::Are-.- ELn14M12 Use T� YaI MacufaiI R.•aiyaga :K.:i dal Reding Eno,fB Ermiaa&l; c.nu Vaidwed a. 4nntrsa. r>n[sn par-t,1a u i(n�,n :=wk,af,rw. y -. Nra k rs 262 flap Vtidbhd i `p3r tihi ,1.s 2. =0 QsLakuAGG FQGMaraeaa 210 ,Approved '.1rU'..'e 72G Milo, Anprarod FtAl"30764M Calla -TM version Re:,,samn 20M Global Protection Predante; LLC Ewa � Dow Gate rive r pimps a Dina Contact Emkilaer& rJcena! submitted FBC Aliakrosel Tim Robi,]ton Walter A Taf 1I P E John W "areevlth. PE ORMIA20 MI iV671:3151 12f1-5Y20_'0 yg Approved fl.:�Z$i9-Eli cotle 2, Q�=4��� 2s.+ p us catpwr R-Ang f5011 g914110 PE-31742 1717i 311-:W4 Cd.Owy a np t+Ni11 I'AJI� Sern LLC N,i $4,f11A1 Cilagory, hunws (954)689-754$ PE-44187 (grj4)77'L-62s4 �.���p r. •� s,, I Yerolon Manufacturer CDlrtact yuyaLiLlit.M' eAleVat tor` 202() n Revision POLYGLASS USA Maury,Alpert, License John W. s � LYyyM:Yyy. IIF{prOVBd 11f})IrUV Bd 1 20 10d72I2t720 FBC 1211 SI2020 ��� C subcategory! ratorep Acrea�rsaaes III re an m v Parr ofthe ROW p %saearl 4 �r r-oepwna eAamod: EW.Nad+Rxoart spin. %QdItyQ M.TiataF R4 SJMLO Rai,t ks C . dance W.10I Evauallm Pe 1 rm..l . "•'"P t"'r P.P3kz; R+isz}4n:':/ef��nn t:aPi ,'n m S4tbC O Shxrn Panels o ri ti roIs p Rape g Com Nana! -red A Fbarda Ragialertrd Prohiect Eiam!k� Florida boil aobin90n�9Pplr$.Wm Category: Roofing S9542331 33OSmaiper*polyglass.aom RobertNieminen Knez4evch,PE ApRL4Yffi F.W.Rt4,xrcaa n4ect raL enateF<*b. g,,,t,,,,i�, EmulY t atect r s a a lardoissanalEno Subcategory: PE-59166 (95A) 772-6224 11 /01/202p Prorrntal EngnOa F Ls'", Rs,Prnd as Ff tlsoTa RB Pr Undenaynlents Complianr�Method: Ftgt72R&Itpa,s. SitE rat 5! sdA 1:l:Pia� %?gT:•!,AB akLa!Mbr�RvAsatrance 5 ale . alit Lours Sae„ x44 a E grid v «+rr. _ nw.co �1�' F 81 P . :31�' AmrpattdyNfor vae k Ammvaelwuat Dur,iw� Liu -�t% )mom dam � poster �r� W� pdYds �s Product MOEel. Yum barer NtKne AnoAotad Tor Uea AOoeeYad br Laa � Pradiret pepulgfioak Central Eaidraaon WAa in Half Ouknde HVHZ ResfMaln UUM PR�auro Pmm Eva iaatlon R from "Y-'-- g prnaal Mina. taarbr ar rum. FTadct D.tedalen wires :,,�rwia, Data 1 F n N M1 aul�i� RVNz � ]*snr a my -ii lie, 1 20 Gage Garl;;irved : ue? Storm Pamis"A-1Z Corrugated GaNaamI Steal Storm Pane%: reCo rood IW112022 Yes Ylas yes NIA aFbtidaR is:ered Cg otti-A.�eAa ,Rrannl2ed-Anca4 aaPdAeP er,aee•uaur',. or„ d)v,-yhn N. n t - asWY6r(, -, e3hake&Amp not Snake rla,Profile -SItkt,. 1 10)20 ,la to NIA WA or not by lades to prw,da nurrlcRrar plydt.lAion �a Architect or a Leensed Mect:enr-ely Almil tt FNwoad Dada 1 5-, 9kc slit shoal R c so Shs+e =nor WSh h as amp. ado Shake r - a , a Iia Fr_v lee - R e o � t2 C n a AoAke Fd k M ^,-A r 72t M n No rk, Y..e +ea MIA NIA NA MA,or 2 24 Gage Gal"mazed Steel Storm Pone! PF "VFB Corrugated GdMamorod SWI Storm Parsee robaned 12/?1 CW2 No Yes yes not by traclis to provioe nurr[Yre ptiMaction NJA Lr,J Florida Professional Engineer I act• - 7c, 811 Sate beep 50,1 E.." r,na•, Esp.- Sa, 1- Fbl Role - Rat CA I -} -020 rl,pn Fhdle" II Tt ",/'1.LC 0 Mo 1, r to 1., WA Ni- WA NrA FL&IN1-031 Products DuaIIM AlUaumn Aaomyod for Uste Milts lad for yn dMMA post 5 I vvF ae.stay i7 1 ..:31 20.L• ?J3 f<a NIA PVA r� as As Product Number or Name Produes D�mitillan contract ��Z a � �+ I PolygtassRoof Ur4eflaynients Rootngunderhyments 110121f2022 No Yes WA rWAI-622.5 I Polyglass Root Undeasyments(HVHZ) lacalraasisM (ipldMaymaKs for use in FBC I?J23J2923 Yes No WA WA HVHZ t,RI�IdIrAya, I e 2 Poly(yass Roof Undealayments (non-HVHZ) Potygpan roof ungMapments, Tar use on 12r23Y.=3 No FBI rlon4nlirl juWadidbe ns Yes WA rW/Lt-6 .5 PUypass - Florda Department of Business & PFofesbiorlal `2egulalion crT.:.,r - Floods Depattrlerd or Business & Professional Regulation Partial a+ Florida De rimer, of Business & Professional Regulation Paps, of I 1 Root iJndeaaymenas {HVHZ) aaSfOCfcras lKaftT use In FE3G 12'231Z023 Tea FNHZjsxisditba+s No WA WA Building Codes and Standards - -. ..� _,_. I B+iidirgCodes and Standards +nrn2+ But ding Codes and Standards wrax+ � 2 Posybass Roof tlroaeaa"ents •'non-HVHZ P*glau roof Un enrjeterts, for use n IZ231`Z023 No Yes WA rW.N-MIS FBC MoM HVHZ jurisdiMior!s Product Approval Applicadcan Detail Product Approval Application Detail Product Approval Application Detail ^ 1 PolyglassRoof Lk:delkyneents{HVHZII P12iyg1asarodunderlaymcnofor lase inFSC12(23t'2Jf123 'des HVHZjunadidiurs. by WA N'A F'1y17&69at9 2 Polyglass Roof Unoeltsyments ;non-HVHZ) Paltyglass roil undrbiaymerM, tot use in 12i'23t2023 No Yes WA rWI Coda Eat,ty ar pig d�p(q Dew Pandrna �p $sue �# ya Alt Dt! Pendlro !� ppg*q g0 FBC rmrNiYHZ;uriadidions T- verei n Al an ufatturr contact, Enomeet& Lieeaeeyallooted by Vandafed &oban Rled F13C Appreal Approved s:ol'- jTta y.Ypa1.3 Mks[ SxaYS r2ia.•eraLldr,te vaodxee er Y! FBC A.rdeet Ap -d EIWa 11101i yy,nuage Nwufbct.w l�g�ry 20 ram E2*kuLa Liam YlWMOLik Iola( ataso oat Amrevx aQpRAd >a" � �a I Poly-dass Roof Uraoelayments(HVII PoWass fod w4relsyments for us.- in F8C12P2312C23 Yes No VIA WA Rer�la, 2020 All Americon ataosos and Glass take Eaabraln i=rank L Se! rwrdo P F 7fUy 5xix,p.I 13`alir,,,2_ 13t1512,20 111(1?9_ILo:O 'ZIWC?c 'a•6-:�;«c P-- :U20 copme &..d -1--C E,.1-Sa..,.�e. LLr_ wmoam la Rxr-a PC IQ31:2iX' a;NTrnIWe II'e5rl)20 I1q!.2020 Aa0PI Re,1- 2o2b cars ei.] Concrete prmuallnc. Report Gib* awM1ual A simulative jet. Hoy +v+enom 12mARp2a 12fziWI320 a9FBCAW, 2 PolyglassRoof Untledayrbents(non-H'VHZ HVFizaradlctiaM PoWass,wJlw+dMayments. for use in t22312Q23 No Yes WA rWAJ-622.5 Catagory'Sh4nela SubcaNgory Stormpors" 0561)712-SW PE.LXk465-4s)ga, ur-r,1 mlklr eswn a:anshe,ate +19' :amolowr !-41i ecd,voaerts saaewgnry. r,.a Prase. frll719-s777 1401!�311917 ul w+sTZ,alp+eelswr.mr S b"*g . Pmdiargnyanaas Atdum Ianod,dtd ek 4 slay.n ar (&13yssa3'fo7 PE-34zu5 tsa215aa-as11 PraantgrldlByaMso.cwn F8C non i1VHZ jurisdictions j CO lnpianax Ytthbd. Erdcm6au Repeat IrOm a Fdre3a R2gdpmt Arthltee[ or a Lerfnriad Fey eta rs.cbm 1 {,:wryl;xtr Yselad E•dudron RePat te*n a I ''met Evaw.tsa Fatty N- Tooh-Ae Noe Teionoto ogy CorylYnea Mah,.d. EYauaRo Repoli hum Hcitxwc4ul Engneer FLAt lass#T hoauraa a FWd.Rell.t. P.f.,d ErrgedwA:lal+ee4 era Lipnaed FloAda 0 p 1itl 78as nor Products ouattiv alk-orlu AW-oad Iw U- Amr o-d lw Ua. -goes 0-d- rrs+n+aertoducts � Sag 0 Product Model Numbef or Name _ - Quality Am ran pasfoi,edflyLas! AoorovadferUse Impact Deem, r Prpd4d4 D {uati or CttrktlHct-EAa rabeai OatQ in "VI curt Wa ilvIuZ Rea1&1Bn# Press4iv X Rs-ttYare.Nu bar stem 1 ITyY 8. �PWn Hroha SI-eh �H Wo. S) .. C�ric4.Eu&WonDal rots G�LYiI*e ins PYale ..1310(IN p�Z '+'ea g t2 Year WA N/A d�llBlb'.atiii A .Lk, Nobu Go" 1 241a Galvalreed Steal Stom, Pamir 2498 GatVlMla9d Steel Storm Panes I -- 31 r2t7 '+'es ywT Yes N iA ,`, 17W 6C-1Ap,ne Hinge Plate Ma+W i:::e'rM?Cta F'19Ip 1 r31)7Y,4. Yas Yes NtA N1A r�,tQ�a nradEitt MairLL lRariar r Yeaa - Q"tk itlYti2 ), - 1714ECnvpiteTluicx 4 I'W ACGIA4arne .- ##tsa!Ccvn«.rIII Plait 12f'V2024 Moto, ceirm a F'+.I. t21i1 .024 Y1S Yet Yes Yet NIA MIA NIA. NIA I OuMlat^tim y Pt a ceblia.l Concrete pooduns Precise and Westairs"d Claude West 0545J2024 No Yes NAk NIA W 1- Fiords Department of Business & Professional Regulation Bulding Cold" and Standard Pater, d2 042[Qn Florida Department of Business & Professional Reguaatdan Building Codes and Standards II aflW Cv": Florida Department of Business & Professional Reguabon Building Codas and Standards ate e21 MAR 0 9 2023 Product Approval Application Detail Product Apparovat Application Dead Product Approval Application Detail Sslk fira44L2 aft ;wl Dan i+mdna !fit Etigc lac 8Ma L1aa ante � Alt �e Dale Aendam W yAwaRL&Pee A,amerar Eat $( lydtt V*r* VA UfoeO.nR 5e ( ESalawa Ueens. Vw Waco al, V 3td#@_d SyneflLaA 'aC Amravyo Af?grovi9 IaBf Victors Ste. Erineer a Lewar vaida+d l3. yy�ay5,d ,'�y� FOC Mor-al �vtta BtBIE LU R4'waWn 2030 WTek Me Caeltoat W clonal C:7rrpdns+la Erin yooliden [CC EYa%aAal fit. LLC ICC L-vah,atma Sel"a e. ta5d}8611-e535 LLC oullr02, 06.10fa121 OBRBW21 Approved Rest skin Vx LVeye,haeaser Caegorry: stiu]I.a: care-rua Rob asI IC:C E,aaat:- 4aaI LLC r �el'Vrr PC ¢53)924-6470 ;ode)E39-3796 Raben ., ., •)2,02Ja.. II„ 1y� Ih' Nprn Aunnur. ins. cmezo-y- Frco'Wah, Jutae SIMA Luu R Loners Seven M- Ur'n. PE :40 5o5-7J03 PE-625t4 .17)317-845+ 1IP cal wll , V,4V 770 11/20f2020 Appr-d \/RA < l a 7 atbCa pl ry, Tails+Rates eat.doiI Sam r205) 5gH-aaM aWCdawry: Emralm r.d L-bar C.MhN.ME+a,a+ Report from. r wO elv sabraignn; 5o.bs aCe ar,�±::nc®•tans 2: Clarke Method. P aluxlork Periodhm oa Prdadua F.valinaaw, ErRtY PradW EWluapan E W Named: Pfau-R.PW Yam a F-. €,etsl role._ -title sl ar s d Z fliltti2r.rttt Products Ftire'i1J4n Ergo- Ft�g�.#aPeed Virtual Review Assist, Inc. Q Qm tr A$Swalslt Aar"W for Lip Adero.ad ratAse n«arrlEmalral«+Ca. t}par �d rr Dee ) F- O54'�, R EMe $ ♦a aom4Esnlratlnnoae hY+MZ Ol,a, ! @l�iCi awA ProduaModeLNumbrorMa :i OutsideI kx R pkrslure +2s�lty aswralce Algt�w a (Ipp^ovr4 to Use !mml >� Plans Review completed and approved -� 1 > W&AN8 t a g.. M JN.bmin haaa L4 W. dole 17jial Q022 it fd31,2C22 Yea yet Y.. ft$ NIA NIA WA. WA 1 2 M,i,41-L'A PeralamPSl L.Mnded Venter Lumter 7n. -"J:5 Po14e1Sa.nda-. g ,�_3 � ``+t'. Rfa Nan -� f.s NIA Aar. � liadla Mt2lL Nuntba tY Ulw A$%d lbdn7: :�Eaact a@tafiWor COYrad Eankakm Case tl7,�i!'o^.3 .1, RVML No 'J dLm NYNZ Y.5 Na r rilA for compliance with the 2020 FBC 7th Rion /� n M16GHS rAd 16 go 16 Nova camaga plate 12f3ir,022 i ISI Yes Y. Yes Yes NIA NA NiA NIA 3 4 Tmbr156and LSl rd winr3ewrd L.-sorer Sar-d L,,,&s 5ilrxi�. Lurrtaer: cr infers Slrnrad t -; ,zra�• -`-Xs ,It, N. 1.1 Mn ties: coca ,;rA Al�rla:n SCild VefYM A4mlr�11n130111L` Arpne A4.I ttIBrIWIn BtleY Adr,$n. VCnICd :MuarinJ"n L°clow xirnp W- by Debra Anne Klahr PX2300 SHEET N0. a M'naMs la pa. mposteegan vase-W or Pont G(22 201 aape ab.nga, MM ceraedd date 12131 M22 Yet Yee 14fA NA bordy m,,BFnpn9ute t� R'"' Do.rd _ a MT2bklS TL1a MTtB a n.9edmnwtw �. 12:,2027 9a Y. Yt. HA MIA R O«� Dlad.dd�.tRan�rd ,.,,1a, N. Yt N. ,� TL2G. M120 23 gat tnSs Immolator 091" 12731Q.122 Y.s 'fee N/A WA August 10, 2022 PA 1. 1 RovkW Dml8lanent of Swinvas a Pwknoional Raguldon P.e.1 a13 Roads ila wader t Ot Business B Pohminnal Ragiaton Pipk 1 or 1 Ronda Depailrnwlt of Business & Pmlassional PAgAntion Psp 1 r1 Roads Dq**nent Of Bumim a a Py►1 r1 Budding Codes and 3Wxkmh Budding Cadw and SWr4arda a sa=2 Bueding Coders u,4 stall6 woo onwimx Buono Cadge and 811aR' 'i Pr*dM A(7pPawral App■catlon DOWN Product Approrsl AppueetiM Dadra Product Approval A4W' Datali Product ApP+O2+) Deb■ p r. 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August 10, 2022 PA 1,2 - Simpson Strong -Tie 2020 FBC Approved Products UPW ad 1 ZrW2020 E= Simpson Strong -Tie 2020 FBC Approved Products uposft-d 1 Zrior­,I),20 Simpson Strong -Tie 2020 FBC Approved Products lJpdfiretl Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJO/MQ Fordrec-I Inks to all SST below, -,JJU__HgR� irt inks to *11 GIST approinss idea below Lz;,r_Lhr For ort, t _kFX, r -or one, 5- Fordre, -1 Inks to all SST approvids Isted loeirtirr =qlLtQdLg For additional intimation regarding randilis Statewide Producl Approve! Syliftrin and Miam4lilidor',mrity Nitonant An-plaillos (NOA)L -_Ucz fix - For additional information, rolifibiling Floilde's Slaterwide product Approi Slyeerri nine Mariollirde County NoWe 0 TNOAi -'-if. Fix indittlarrum Intercalation fagardirigi Floodas Statewide Product Approval Slatent end County Notice ofAcoeptart" (NGA)_ -1 frk HOr-F FL#A^3WR7 FJ&044r,.R6 FL#I045&R5 11 HUS HUSC sellers hangers Facie -mount hangers avallable In vilicithis ranging from 1-5f8'to3- W18" and heights ranging from 4-5116i'lle 11" Concealed flange Jmg Pmduct Model, Number or Name Pro gli Daw=on JWJ Product Model. Number or Name Product Desc ingtign Sea 0 Product Nggal, Num her or Name *Prods of Description version HUSC) available for models having width equates or I Tiflem Stainless Steel Concrete & Masonry Screw (rTN-SS) I/4F'clameter Titer stairriless steel masonry wervir I A21. A231 A33 A34, A35 A44 Ano I ET. E!T5, ETH ISI ick 1 es greater than, 3-Wl 9' 2 APA211 ARA4, APA6 APVA--., APVA4, APVA6 Outdoor Accents Antilurs 2 CMST I ", C MST 14 C Mo rC 16 Coked -Shava 12 IU $seriers hangers Face -mount hangers available in widths ranging ftom 1-7/8' to 3- 3 APB44, APS44R, APVB66, APBSN, APBU, APBWR, APS110ID, AR13101 OR, APVB44, Outdoor Accents Post Urase,_ 3 CS1 k C516, CS18 CUO, CSZ2 Carried Saps 5ifIT'and heights ranging from 9-114"to 10' fLOOLU APV644R, APV869- APVB66R APV588, APVBM, ARVOIDID, APNIC101 DR 4 CSHPIS, OGHP20 caiiedStraps 13 1-GU3.25-SOS, LGU3 8"DS. LGU5.25_SDS race -mount hangers 4 APDJT2-A APDJT2R-4,APDJT;-6,APL7JT2R-6,APVDJTZ4,APVDiTZR-4,APVD-,rr2-e. Outdoor Av,.*rft-z; Deck Jo stT,es t) CT13218 Camp ressionifTension Strap 14 ILU24, LU25, LU28, LU210 Faclo-mount hang" ,cig" Product Model, Numk&LgLhU= Product Derscrtation APVDJT2R-8 6 1 SSP, 7SP Saud to Plate tie 15 LUC26Z, LUC21OZ Face -mount hangers I SD10112DBB Outdoor Accents Connector Screw 6 APH HA6, APHH46R, 4PHH61 0 APHH61 OR Outdoor Accents Heavy Hanger 7 Hill, H1UA. H25A, H3, H6, H7Z, H16, H115S, 1­116-2 HI6-2S Hurricarve Ties 16 LUS series hangers Face-virourit hangers available in virdths, ranging from 1-91W W 4. 2 SD91 12, S0921 Z SM 0112. SDI M 2 Stming-DriveSD Connector Screw 6 APL4. Albi APT*, APT8, APVL4, 4PVL6: APV74, API,/76 Outdoor Accents L. and T loemrAoXiolump 7fis Z, HG7 2, HGT-3, HGT-4 Heavy Girder Tiedlown Sa'and heights ranging from 3" be 10-I&I8' 3 SD91 1 2S5, SID9212S3 Strang. -Drive SO CarnesSS Screw 7 APLH24, APLH24R. APLH20, APLH2eRAPLH2I0. APILI-11121OR Outdoor Accents. Light Hangers P FIS24 Hurrr".raf Tie 17 MGUS.e3-SDS. MGU5.25-SDS, MG1.115.50-SIDS, MGU5.e2-S1)S, NIGU7.00-sus Face -mount hatiqlars 4 SDCF22434 SDCF212512 SDCF22614, SDCF22700, SDCF22856, SDCF221014 Strong -Drive SDCP Timber-r-F Screw a BVILZ i-Connector- Connector 1 "1 HSS2-SDSI 5, HSS2-2-SDS3 HS,,2.3­SDS,3 HS.r-.A.SDIS3 Heavy Stud Shoe Is MIU senias hangers Facerinount hangers available in wriftlas ranging from 1.9116r to 5. SDCF221134, SOGF221334. SDCF271958, S1)-_F27454 9 CST2Z GHT4Z bears Ties 1 11 HST2 HST3 H_QT5 HS T6 Straight Straps lff'and heights ranging from 6-1 5116i'llo 19­1J2'. 5 SDGP22434, SDGP22512L SDGP22614, SDCP22700, SDCP22855, SDGP22912, Sjoing-Dryle, P Timber-CP Screw 10 CJT3Z, CjT4Z CJT5Z, GJT6Z Concealed , Wst I ca, 12 HTS16. HTS20. HTS2-4. HTS2s�I r H'r�'C, HT,Fare-mountC Heavy Twist Strap Ig MUS26, MUS28 Fare -mount hangers SDCP2211011, SDCP2:21134, SDCP2711400 11 DJT14 cecif jo,�i, Tie 13 , vQ_r CKTZ HTS020KIZ T­ Heavy Twist Strap 20 SUR SUL SURC. SULC series hangers Skeyved face -mount hangers available in widths raingring tram I 6 SDHP,27400 SDHR27614, SOHR31400, SCHR31614 Strong -Drive SUH R Combo -Head Screen 12 DS Un, Wall Stop s LFTA Light Floor Tie Anchor GAB" toll-9/16'and heights ranging froneS-11118"lin 13-3f4' 7 SDS25112 SO6225134, 6=5200, SOS262i 2. WS253013, SOS25312, SOS25412 Strong-Duve SDS Heavy -Duty Connector Screw 13 FC;4 FCO Frairing CIP5 15 LSrA9, LSTA17 LSTA11. I-STA16 LSTA21 I STA24, LSTA30 .5-FA36 Stiasght Straps Cariceallad fangs version (SURC, SUILC) available for ail double 513525500 5DS2560D, SDS258M 14 FWANZ Foundation Wall Angles 16 t STW3, LSTI73 Straight Straps 2X and 4X models; only aculte, flange is parcelled. 8 80", 11 2S_& SIDS25iSbv, SDS25212SS, SIDS25,30OSS SOS25312SS Sincing-Drive SDS Heavy -Duty Connector SS Screw 16 CAI GA2 CU: t Auria�& 17 1_1`823,1 - TPAO Bridging 21 U series hangers Farce -mount hangers avaJoble in widths ranging from I-5V16"to 9 SDWF-271 6 5DVVF2720, 5CWF2724, SDWF2726, SDWF2730 Sung -Din e SDWF F loon-ho-Firoor Screw 16 H2A, ftlz.Ul, KS, HI0A.2, HILIS, H14 HGAIIJ Hurricane Ile , L TS1 11 LTS!6, LTS, B. LTIS.X L q Int TrNst Strap, 6" and heights ranging from 2-5111 1I-lW' 17 HCJTZ I loaqy Conceaed,roriit Tie I -9 MVT M&dwmGiple,, Tedoivri 16 HH4r HH' Header Hangnrr, Xl 11-1-T,17, IAST37, MI-Tifif, NA87130 MS77 2 Slraivt Straps FL#I2NL-R8 19 XBSIZ Knee -Brace St4rilver --'I MS' A�'ifr MSTA12 McTAb FASTAIrr A21. MSTA:24, MS' A"Or A-"6 MS'TA4'Q Sill straps 20, Lag, L50, 11_70% LRJ 'ifiges, _2 hi-SI r-23 MSTC40 V STC52 M61i M_,TC76 5lialght Straps JW Product Model, Number or Name 21 LCE4 Post F'ap 23 MSTC4g25, M57CA%6 Pre -Eisen[ shar- JQ&U Product Model, Numberior Name Product Desct�tlon 1 ATR318. ATRV2, ATR5r8 ATR.314 Threaded Rods 22 LS30,LS50,L57O,LS90 -Skeerablis kilies 4 MSTQp Ill NIST14P, W.I, VSiT!'72 Haight StTtips I SA series hangers Top flange hangers av soablie in widths ranging from 1-9116'to 7- 2 ATUDS ATU[,6-2, ATUD9, ATUD9-2 ATUD9.1, ATUDI 4, ATur,14.2 Aluminum Take.Up Device 23 LSC7 Adlaslabp Stair Shirigei Connector -5 IfT 7S 1 2, MTSi 8 PITS18 MTS�X VIS24C II17S30, MTS3K 10-diumTvistStrap Iffl" and heights ranging from 7-118* to Sig', 3 U"W8-2, BPI Q, BPI/2-3 B 51 2. 5P51'S'3r BP314, Wu14.3, BPRTUD?-4 Bolining Plates 24 LiS.W25U, LSSJ26RZ, LSW281_Z. LSSJ26RZ LSSJ2101.2 LSSrZI GRZ "id Ad[ustaitlte Jack Hanger NGA20iZ NCA,2x12-r2. r-rCA2412-15 Bridging 2 DGBF soners hangers Top flange hangers available in widths ranging ft" 3-6i8""ile, 7- 4 CNW348 CM6012 Coupler Nuts 25 LSSRI 81, LSSR71, LSSR757, LSSR2.558, LSSR2iG.2 LSSR410 Field .Adjustatile Hancer 27 Rf__M12 RCivVD14 VIM Fluxing 118" and heights ranging from 9-114" to 24', 5 1C TUL*5,CTUDOV,,OTUD66 r;TLW_176, CTUL)715, CTUD77, OTULi87. CTUDBA CTUD97 Coupling Take -Up Device 25 ILTP4, LTP5 Tie Plates, Z3 RPS16,, RPS222 RPS28 Repair T:rale t3lrap 3 D:,:F series hangers Top flonge hangers availablein widths ranging from I -IIZ* to 3- CTLID96, CTUD99 27 WIM7, IMI-242, M1_28i MI-287 VIL2107 Ahq es , P PSP, Stud to Plate ConnectorCcnecto, 5J8` and heights ranging from 7-1 I4:'to 24". 6 N3. "Ai N5. He Heavy Hex Nam I's MiNtHe Root Tie -Gave E0 SPi, SP_' SP4 Si"S, SP? SWd Plater Te 4 DGHF solids. hangers Top flange hangers available in widths ranging from 1-31W'to 3- 7 RTUD3, RTUU56, RTUCA, RTUD46 RTUD5, R7UDB, RTUL)7, RTLJU8 Ratchetang Take L) p Device I'D firilliti-IG Hi fed Roof Curnectcr '�l 4iPH4, ;,Pi­tfo SPHiS Heavy and Plate, Tie Sff'and heights ranging from 9.114"to 24' e, TQ09, TLU10 Tak"Tp Device 30 MMLIJ26, W&U21!�-2, MMLV26, MMLUZ8-2, MINILLI:210, MMI-1.42.111, Nrlirl.!Jl,q MIVILLUfjll Face-fAcuretplargers a2 SSI 5, SS2­1 SS2, Si4,5 Said SloeEG51 FNG7, E(irg series hangars Top flange hangers available in widths rangirigrom 5-114°'Io S- 9 _TUVWr38 Take-UpWarsher al RBG RSGP Root Gnfl ouary Clips - �,3 SSTI',' ST16 ST2122 T9, , ST2115 Sr22! 5 STS-215, STo2-24 ST6,"M Straight Straps Tift' and heights ranging from I I " to 32.1r7 ID URS3 3d8" Uplift Rod Run Todown System 32 RST-3 R n of I re- D ry,,;ir 34 1820, IW7,791C 1636.1-PA2 7848 11"1 , Ti3% tBST) Tonsilicr Ruidging 6 EGQ $*file% hangers 'rap N"go hangers avaRiablean widths ranging from 3-&8* to 7- 11 URS4 IiZ' Uplift Rod Run Tiedown Sysittern : 3 RTC227, RTC42, RTC27 RTC,44 Rigid Tie Connecters 55 7J'JS I G TVJS 122, TWSIA 4 Wall Bracing 14' and neights ranging from I I -141l 32" 12 URS5 508" Uple Rod Run Twilairm System 34 STC STCT DIC HTC4 Tmii-s !lrp- 3.13 V(IT 1JG7R,VGTI, ira--able, Pilerr Ganter T doviri 7 GLS sories hantrens, Saddle hangers arvailable, inmriths rang" from 3-110to &7fg' 13 URSe 314 " U pliftRod Run Tiedovirl System 35 TJC37, TJC57 Tnrs jack Clps 37 WS100, VVE106C, WRE1216C., V61AX Iiiii,411 sfacirro and heights ranging from &117'to 29' 36 Z2.Z4 Z44 Panel Stiffener CIps 8 GLTV series hangers Top flange hangers arrallablit, in widths ranging from 3-1/4" to 7- IM" and heights ranging from I V to 37' 9 HEseries trappers Top flange hangers available in woths ranging train I -li to 7- FL#10447-R5 117'amd heights ranging from 8` to 39' Froduct Model. Number 9Z Namt Product Description Sea 9 PrQdu!i,,t Model, Number or Name Product Description 10 HGLS series hangers Saddle tolingers evaluate invoillths, ranging from 5-1/4" to 6-719' 1 07T`27 Hold-down SegTt Product Model. Number or Name Product Description CRH23 7xS 5, CPH2 "7x7 .313. CRIH-2 q1x9 75 Concealed hangem- and heights ranging from 10-112"to 28"r .1 HDOICA, HDC10122 Hole -dawn I AHEP Adjustable Hip -End Connector 2 UU, OHU, GH LITF sorra-s hangers Face -mount (DU DHIU) and trap -large (DH:JTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQS,, HH0011, Hil-0014 Hnidull-i-m 2 DS:C2L-SDS3, IOSC51R.F.DS3, DSC5t_SDS3 Drag Strut Connectors avalabLe i,ri widths rarigirg (Tom 1-4/18'" to 3-9li18"arrd heights 71a'andheighlis ranging from 7-It7'ko 37' 4 HOU2, HDU4 HDU5 HDU8, HOU 11 HDUl 4 Hold-down 3 Liar-, Gable Etrace Ualrectrar ranging from q-1AY to 23.15116`. 12 FIGI-T-VIllanestrangem Top flange hangers available in widths ranging from 3-IX'tc, I- 5 HPA28, HPA35 Strap-.ityle porlin anchor 4 HCP1,61, W_-RZ HCP4 HpCorner Plate 3 lGU5r2c­SL)3r HGV5 '--'3 SPISi HOU5162-SDS, HCLUMSUS, HGL)7.21-- Face -mount hangers 1/8" andheights ranging from 14"to 33" 6 LSTHD8 LSTHD6RJ Strap -style hold-down 5 HHRC22, 4HRO42 HHRC42-2, HHRG4fl 51, HHRC44, HHR--5 2513 25, HHR05 37!3 12, Heavy Hip to Ridge Carmectious. SIDS, HGU9r0C-SDS 13 HIT series hangers Top tionge hangers available in warns runging, from 2.5116'10 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 Hi US series hangers Face -mount hangers ayarable in, viodaths, ranging from 1.518" to 7- 9118" and heights ranging from ItY'yr2&' 8 MPA132, MIPAI" Strap -sr" purlin anchor 8 HRO1 81, HRC22 Hip Ridge Connector 3J8 - arid heig ids rang ing from 5-51 1 Orso I 2-7�` 14 HUSTF sertees hangers Top tie nge joist hangers av double in wdths rang ing from 3- 1 M'to 9 PA18, PA23, PA28, PA35, PA51. PA68 Strap -style purlin anchor 7 LRU26, LRU28 LPU210 LRU1212 Rafter Hanger 11 HHGU5 25-SDS, HHGLJ15 50-SDS HH-3U5 U-SDS, HHGlJ7 CO-SDS HEiGUT" 25-SDS, Fare -mount banters 3-9/16'and heights ranging fromSaia'to 13-W 10 PA1I8, PAI23, PA1243 PA135 Strap -style Purlin anchor 6 LSU26 LSSU28 LSSU210 Light Skipeable6kewatole-I4.1 Ha"ger hHGL9,00p5D5 is HUTF HUC7F series hangers Top flange hangers available in wdths ranging from I -91W to 5- 11 STHD10, STHDIORJ fteip-sityle hold-down 9 TREA, TSE6 Truss Bearin Enhancer 113 HHUS26.2 HHUS2ff-2, H m4JS2I CL2, HHUS46, HHUS*,, kHU;341 D, HHU&J F01 0 Face -mount hangers If2` and heights rapriging from 3-711tr Do 15" Concealed flange 12 STHD14. STHD14RJ Strap -style hold -dawn, IS TC2A TC,26. TC28 I fuss Clip FHLIS7 WI 0 version JHUCTF) available for ad models having inardth equal to or 11 THA29. THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC4118, ThA422 Adjustrairle Truss Hanger 7 HSUR HSUL. HSLRC H&AC series trialingiris Skeirvind face-meturt hangers avaitablif in%vctirs ranging from greater tan 2-W16'. THIA428, THA422-2, THA426-2 ii3` to &ltb" and hisionts ranging frorn 4 314" to I5--V4!' 16 RAP series hangers Top flange hangers avalablene widths ranging from I-9116"for 7- 12 THAT 810-2, TIHAl2 TRA12.1122, THA1222, THA4322, THA0622, THA14-_ kajuslatite Truss Hanger Sized for 1-taste Crinotal=d flange verstcn f ' HSUR°;, HSULG_J available for all 1/8" and heights ranging from S-XiViko 28" 13 THAL422, THAR422 '_�&Lvnd Truss Hanger couple 7X and 4X models C* acute flange is concealed 17 HWPH series hangers Top (tango hangers available in widths ranging from I -911(r to 7- 14 THJA26, LTHJA26, LTFWA Multiple Trust, Hangers 8 HTU-Y,. HTU28, HTU�_10 HITU-26-2, HT-J213-2, HTU211O 2 Faire-tricrunt narrigers 1/2" and heights, ranging from 5.318" to 37' 15 THJM2-4­SDSr3THJW=5=SDS3, T-IJU26, THJU2v3-Al Multiple Tirus, Hangers 9 WJ HUC series hangers Face mount hangers a,a[table in wdths ranging from I -Oil 6' to 7- 18 Irrssefies hangers Top flange hangers available in widths ranging from I ­9116"to 3- 16 T513R2.24 Truss, Spaciliv-Restraint 112" and heights ganging from 2-718" to 19-114", Concealed flange Sff'and heights ranging from 9-118" to 16' 17 VPA2 VPA25- VPAS, VPA35, VPA4 Variable Pilch Correctors version iHLJG1 avidarto for ill elcorns having width equalirl or 19 JB series hangers Top flange hangers available in Y.Wth of 1.9!16'and heights 18 VTCR itfarey Truss Clip greater than 2-ighl 6" ranging from 6,V8` to 7- 11,11" 10 HU001 81/9-SDS, H0001 81111 SDS HIJCQ210 2-SOS HUCQ210-3_SDS 14UC03'0- Face -mint hangers 20 JRA series hangers Top flange hangers available in width of 1 -911 6"and heights SOS, HiIC0410-SOS, HUC041,"DS, HUCOS 2"-S;08° HUCI�5 25.11 SOS HUCO610- ranging from 931I &'to 4 3-118" tjLiru, •Simpson Strong -Tie 2020 F13C Approved Products Updatria l2r"2= "Q Simpson Strong -Tie 2020 FBC Approved Products Updated 12rYOZ2o Simpson Strong - Tie 2020 FBC Approved Products Up.*td 1 ZrVMO Simpson Strong -Tie 2020 FBC Approved Products Updated rya For drool Inks to of SOT approaids lidird below girl�g_ HgFE For c*wl ti food $4Tapprovah; Ned Wait, C� .ILC For drot loksloal SAU approvehilsl+� beloe V I - =.- I Ftitchod Inks Joal 6811repprovals listed balow. CLiC6±JM For ruldtional inforaturiton regarding Ftolidits Statewide Product Approval System slid Mom -Dade County litatice of Atovotance, (11,10A), For axidtionainforration reigarlirig Florida's Stillowide Product Approod Systern w d Marri-Dau� Counly Now-* of A­,tpi:irtcr, ei��,�, For additional r4opration togarting Ftaiol-A's Stalewdle, Piroilim Approval Sys! For addoorwiI information regarding Flortclas Statewide Product Approfal Sydital and Man -Dade County Natice of Acceptance JNOAJ� QAC�E 21 2 L3 series hangers Top flange hangers available in width of 1 -9116" and t rights FL*J 146&R5 8 aLbVl 56, SILLIVI 81 SILLAI2.136 SrLUV2 37, Sii`LBV2.56, 511LUV2,4519 S/LUV3.12, Top Flange JositHangers, 5 SET_XP Adhesive Anchor for concrete ranging from 644VS" to 115-7i8" SI-BV3 564 SILSV1 52 ,Jl SV4 (IS Sh JV,1412 S"V428, SA.6V4 76 SILEIV5 50 15 Stiong-Scit 2 (ST622. ST624SS, ST824SSI, Strang-Siblit 2 Wedge Anchor for COnGbarts, AViRd" in carbon 22 LaAZ istines hange"s Top flange hangers avant in -moth of 1-9116* and heights OdaA Product Model, Number or Nam* P1100291 DMIII)tIon i la S'LT 1-20 SfD I 124 50-4 T 114, H r F 4, 1111 s Holter"rs steel and Types 304 and 316 stainless steel ranging from 9-3,116ie 13-1/8' 1 HHUS210 33 HHU5210-4 Jis: Hanger Ii -!Vr ST 60, Sim Si Straps 1143 mil 10 9 a', 7 Titan HO JHD-H THD­HMG, THD-H4SS, THD­H6SS, T"D-CS THD-C,%= Then HD Heavy Duty Screw Anchor for concrafte and masonry 2$ LEG3 LEGS, LEGI series hangers Top fangs hangers available in widths ranging from 3-114i'to 6- 2 HIRS0. HRS8 HRS12 slap T rin, 21 S--4, W6 Stud plate, Ties avallable, with hex head In carbon stiniol and livirles 304 and $16 798" and heights ranging from P" to 33-17' 3 HUCO2IC-2-SDS, HUCC2103!SDS, HUC0310-SOS .;oio, Hanger 2,2 SSE 0-Sic' 'S,- Stud Relate' Ties #Adfloss st", or with countersunk head in carbon Vast and 24 NEG5, 101037 series hangers Top fangs hangers available In widths ranging from 5-1/4" to G- 4 THG82, THIG83, THGBH2, THGEIH3 THGUH4 Joist Hanger -3 ETC, LIT C -fussc-llp T ype 316 stain less, r ubel 7JT8r, arid heights ranging hem 9" to'�ZVZ' C THG02_SDS�l, TWCQS_SD,1;4 5, TW' t042-51OS3� T H0QH5-SDS4 5, THGOHa-!;;DS6 Joist 1,=i.nge, 24 TaF22 Truss. -nlracie Diagonal 8 Tiber HO Rod Coupler ITH D37634RC, TH060934RC) Then HD Threaded Rod Coupler for concrete 25 NIT series hangers Top flange hangers available in widths ranging from I -W1 6'lc, 5- 5 THGWs-$, THGW3-4J4CW4_3, THGW4A Jugs; Hanger ,c K, Ttuii4-Jacill; Connector 9 Tulin HO Threaded Rod Hanger (THU3251168RH, THC637158RH, THQ3?212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-I14'ttb 24" THD50234RH, THID10212RH) 25 PF, PEEi PFUS, Pf'USS wires hangers Top Mange hangers avail in Wolof of 1 -9116' a Ind hog hts j 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging frorn1l&3"Id7A*` ELM 11471-FIS FL*Iml: 27 RR Ridge rafter connector 2S %P series hangers Top flange hangers available in widths ranging from I -VliY'lo 7 ;Sal Product Nglaw. Nutriggir or Naffitirr Product 6,zoidliila FU"6230pR8 Ile" and heights ranging 9-1147tor 321". 1 CETAL20 Double, Embcdcetll Truss Aric"er 1 OCCifor-A 62-SOSHOG, CCQM4.d2-SQSHDC3, CCQt,15 50-SOSHD(3, CCTQM3_i32-s0Sf3, Masonry Pet Caps 2 FGTR, FGTRHL FG7RHR Girder Retrofit Arv-,hor CCTOM4 022-SOGG, CCTQM5S50-SDGG, CCCQM3,82SDSG C=0NI4,62-SDSG, Sol 3 HIM, HISS, H18-2 H16-2S Hurricane Tie CCCQMJ,50-S[)SC- 1 AT-XP AT-XP High-Stbangth Acrylic AdhesNe lor concrete at masonry FAJ"0860_-R5 4 HETA12, HETA16, HE7A20, HE7TA24 HETA4C Emireddel Trur,- Anchor 2 E_'C1.QM3.62G4Q ECXI_011015.50G-KT, ECCLLQNlD3,62.G­IKT, Masonry Pet Caps 2 ET -HP ET -HP Epoxy Adhesive for rilasonry, 5 HETAL-12, HETAL16, HETAL20 Embedded Truss Anwfier E:: LLQMU,l WIG -KIT ECCI.I.QN11D* 500, KT, ECCLRQNU3.62G-KT, LCCLRQMD4.62G- 3 SET_XP SET-XP H ig"Jinength Epoxy Adhesive let masonry Aw ProduM Modal. NumULU= Product DrisdiMloin 6 WGAM10. HMO Mai'lonry rarnorff oorriectors KIT, CC;C1_RQM1)5sGG-KT 4 StrofighBoll: 2 (ST" Strong -Soft 2 Wedge Anchor for nuiscarl I ABA44 ABA"R, ABA48, ABA40R ABA66. ABAffiR A4justabler Post ease 7 HHETA16 HHETA20 HHETA24,HALTA40 Heavy ErholoddrtiJ Truss Anchor i WU?,'f- 25 HGUMS 50, HGUM7 00, FtGU M7 25. HG JM9 00 Heavy Mascinry Hangelit, 5 Trben 2 T7N2) Tilian 2 ScrewArichor for Concrete 2 ASU44, A811.144R, ABU46 ARIJ46R, ASU5.5, ASU54 ABU65. ASUM AfkJ66R ASU88, Adjustable Post Base 8 L3T2. LGT3.SDS2 5, LGT4-SDS3 Girder lecabw 4 U,;,M26-2 LGON1,26,1 LGfJM2le4L LGfjfA28.2, LGLINV8.3 LGUN1243-4, LoUlvi Masonry Beam Hangers 6 Trivin HD (THO.H4SS, THE),HSSS, THDi&CS" Than HD Heavy -Duty Set" Anchor for concrete avallable an 3C4 ASU88R, ABUIOIC A13UIOIOR ABUI212, ABU1212R 9 LTA2 Lateral Truss Prcf,oi ILGUIV210-3, LGLIV2110-4, _0[jNW. G1.310148 LGU.YAIU or 318 stainless steelv^ hex head, and 316strairless steel with 3 ABW44Z, AWJ44RZ, ABW46Z, ABW46RZ, ABWWZ. ABIN66RZ. ABWi-7 Atliustable Post Be" 10 Nii WTA16, META13, META210, ME A24 META40 Embe-uoiA Truss Anchor 5 N1114HA3.1219 L$5,JMli 12111 25. MBHA3.5bif7 25, MBI-iA3 556P_25, MBHA35WIl 25 Masonry Top F "go Return H angers countersunk head 4 AC-4, A04R, Al A00, ACSR, ACE$ Pow Cap I I NSTAM24, MSTAMaG, N1,1517CM40, MISTCMD :Frtrap T*!U, Mil -rut IvIBHA3 56/1188 NSHA3 56r114, IvISHA3 5616, MSP4,63 S6A8 M8HA5 600 25 7 Titan Tuft IT Wn Then Turbo Screw Anchor, for concrete or masonry 5 BU4. EC46, BC,IR, SC*, SC6R. SCS W--52.214, DC-52-M Post Cap 12 NT5N116, MT51420, HTSM16, HTSIlli Twi!v, Strap 'or flilaiionfir frGHA5_50ffl 25, MOHA5 50111 215 NICHA5 501, 1 88 NIB"AS 50!14, MBPA5 5Crl F3r 13 C844, C1348 CBQ CB(8, C888 Embedded Column Dause NUHAS 50fl 8 7 CB5044-SDSi2 CSSQ40-5052, CBSQ06-5052. CB5086-50SZ OBS488-SIDS2 Embedded Colorrill Baser e NbtIU3 56il 1 25, Y5HL13,5&11 85, YBHU3__W14, MUF J5 5610, IMasionty Bear Hangers FLVI6937-R3 8 CC, ECC, EC CU $area Igialed mitarm crepe with 'An ranging from 3-14' to 947 and FL#1 1496-R5 Nii 5WI 8, faRH LJ55C)io 25 ME HLJ13 Will 25, NISHuS 50il 1 M. NrBP J5 flOY14, WW2 ranging frorp 3,519'to 7.107' NBHkJ,5r(YJ6 MPH1,1550l'IS Product Modell. NUM ber or Name, Product Description 9 CCO-SID52A ECCQ-SDS2 5 Series Scileyold column paps with WI ranging from 3.14' to 9-I17'anil Sea lT Product Model. Number or Name Product Desioriation I X34811CI85K, X1 S11016, X1 F?I 01"K, >= $1018. XQI Bl Ole.41K #10-16 Strong -Drive X Metal Self-Drifing, Tapping Scrovivis wb*i $3 002 rangtrq friar-, 3.5M" to 7-10' 1 CTTiz Deck r ersion Tie Drill point 10 CPT442, CP766Z, CPT88Z Concealed Post Tie Pease 2 FD12, HDlR Gotiad Vicki FL#102k; 2 XL0114TI224L )10114el224-2K #12-24 Strong -Drive XL Large-Herad Metal Self -Dolling, Tapping 11 EPB44A4 EP1344. EPB451 FPS66 Embedded Post Base 3 HU32 HU-ro, HLUS, riDliiIE boded Holdowns Screws vvith 05 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Poo Base 4 HTT4. HTT!i, HTTS-3M Ter"'On 7m; §eq X Product Me", Number or Name Product Doscriplion 3 XMQI 14SI224, XMOI 1491224-2K #12-24 Strong -Drive XM Moditurn-Heard MetalSolf-Driffing, 13 LCB", LOW Embedded Column Ease 5 LT7119, LTT206, LTT131 Ughlit Teraxm Tiir5 i _qDV`4Z23CC, SE)W2233E% S010ir2243S. SDW=468 SL)frW:261JC_ SCW2:40C, SOW=658. Strong-Dirrie SU.V EWP-PLY and TRUSS -PLY Screbir. Tapping Screws with #5 Drill Point and Medium Diriplebor Hex 14 LPC42, LPCI5Z tight Post Cap 4 XQI 14SI 224, XQ_l 14611224-Z51K. X114SI 224.)0112Sl 224 X011 12812224-2K #12-24 Strong -Drive X Meal Self -Drilling, Tapping Screws with 16 15 NPG"Z, Mci MPMZ Moment Post Base 1;1 SDAICIIUK SDIACISSOO hirrong Otive SDWC TRUSS Sice, Drill Point 'a PB44� PB44R, P846� P666r P866R Embedded Post Base FL*1136211il -1 SOWHIG4000B, SMVHI9&-_0DS, SUr;AHl0,S(XICE, alrli`fl-�191000DS Sarong -Drive, Sr'lri TIA12ER-HE)(Serpw 5 XU34SICIS, XU3481011"K #10-16 Strong-Drrve XU Mel Siatit-Driling, Tapping Screws wilt 17 FBS44A, PBS46 FBS" Embedded Post Base 4 S-3141H2740OG SO4TH217"Xi SUINW273"5 SEVVI-12710C)L, SIDWH2712OUG bliong-Dwe SI[ANH TINDER -PEX HOG Screw #1 Drill Point is PBV6,PBVIO Round Post Base EMIJUSLMdeL Number or Name ErodilictDesicnZion Sircing-urive SL)WS F RAM114 0 si:raw 19 FC44-1 6 PC46-1 b PC43, 18 PC64 16, PCfM- 16 ERC44-16 EPCA6- 16, EPC48-1 5, Post Cap S3518x24. SB7tSx24 SB1 x30 SI5 Anchor solts 6 51)4E19600, SDV1i;t319712, SIO%NS' 224W�S[YdVS222500 SDWS22512, SEWS22W-10 Sluoringi-Inve SUAfS TIMEER Sciew Iinterint Giajia) 170`084-16, FPC66,18 2 S5TB16° SST020, BSTB24, SS`1828, sSi S34, SST93c StST816L, SST E20L, SSo-B241. $STE A-chor BotS OOV44-280o, stw-29go, SDvffsrmw. t._-40 sm"MI 21gG swism500 FLM320-RO 20 PC4Z PC4RZ, PCOZ, PCBRZ, PCSZ, P08RZ EPC4Z, EFC4RZ, Epcez, EpCsRZ Epcaz, Post Cap SSTL�,�L 7 SOWS22409UH Sl)VVa22-()008 SV.Vz%Z2l SD6%`_12r2W0DH Strongi-Drive SUOS -;MBER Svew lExterior Gade� FoCBRZ SOWS22111 000CP 2MI Product Model. Number or Name Product Description 21 PPB"-4Z. PP6446Z Post Base 8 S'DWS2231203R, 13DIRV522151122BB13 Cu*crooi, Accents Shructural Wocat Screw I MSCB43.5 DSSC-2413, DSSCB4B, OSHS Bypass Framing Drift Strut Connector I 2 RPBZ Retmk Posit Base FL*i3e72-R4 9 b iiiii3273CILISS, n, -�ivS274C-0,_c�S, SOWS275COS6 IDWS2703S, DWS27-4k 'r "S S 'kSS, Strong-Dirve, SDWS T IfAli R SS Screw 2 FC&43.5, FCB45 5, FCB47 5 FCW 5, FCB411 5 Bypass Frairmaill Fibrad-Clip C"necter S:)W.S27IM0GS, SOW52712ODSS 3 FPUSD34S1618, FPHSD3401015, FPHSD34B1015-5K. PPHSD34S1214, #10-16 and #12-14,9rong-Driye FPHSD Frabrlong4c-CFS Self- S" X product Model. Number or Nam* Product Description 1D SrYXV134CC Strang-Urive SUPV SOLE,1-0-HIM Screw FP11114803-l812114, PPHSC3481214-SK DrOling, Tapping Sefews, FL*i 09615,1115 1 Cliti CMF7114� CMSTCI0, CS14 C-S16, CS 8, O";2rj, CS22 Colied Straps I STN22 Outdoor Accepts Hex, �Hoad Washer 4 LSFC2 25, LSFC4 n� LSFC6 25, SFC2 25. SFC4 25, SF03 25 Steal Framing Connector 2 HR56. HR58 HR512, FHkS, FHA9, FHAl2, FHA18 FHA24, FHA30 M_-126. U15736, Stram. C�7 fell (' 2 o A 5 LSSC4 25, LSEC6 25, SSC2 25. SSC4 25. SS06 25 OWSSG2.26, MESCA 25, MBS06 25, S" Stud Connectots, R,oduM frlotkal, Number or Name Product Description PJST148 MS718C, MET172, SWST27, SIMST37, SIMST48 NSSC4.25KWF tvTSCC 25KW FJA, FSA Foundation Anchor 3 14TS16, HT-1,20, HTS24, ATS28 HTi.ZQ Hr-630C Heavy Twat Ftiaps EL$M _&M3_R3 6 RCKW3, RCKWS 5, RCKV1,7 5. RCKW3S RCKW6.65 Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Platen 4 L3TA30, _S7A36, LST149, [ 51-173, MSTA9, IvkSTAII 2, VISTA15,MSTA 18 fv1STA2 J, M-37A4 Strapiii 41, -il 3CS43 5, "455, 90647 5,SC80 5, SCB411 5. MSC645 5 MSCB47 5 Bypass Framing Slide -Clip Connedur 3 QH45-6, G1146-5, QH48.6_ GH48-8, GH410-ii GH41" OHWI)t -UH86-8. GH6", OH06- Girder Hanged 6 LSTA9. LSTA12. LSTAlb LSTAIS, LSTA21, LS1A24,$T2Q. STD 22. ST21 15 Straps a3 mil (Z�, g ll -ag x flyticlUCt 1404161, Number or Nam* PrOUCt DeUrIvillf2a 8 5CS32-6,97, SC562-5;97, SCS62-6r18, SCS82-61116 Bypass Framing Con noclof a GH61 0-6, CH61 0-8 6 11.51LISH3,225 SUSH3 25 MSUSH3 251 1 A" 13, AS 1855, AS 1 SSO 18ga Trus%P6re* 9 SCW3 25, S "13, 5 Head-of4itefi%de-Clip Connector 4 GLB6Au GLB513, GLU5C. GLB511), GLSTA, GLE78, GLVC, OL87D Guam Beal Plow 7 LTP5 Lateral le Pole - All ZT)HS Z) ga. High Strength fuss Matili 10 SJU 25, SJCIO.25, IA5JC8.25. M$Jr,10.25 Stai Joist Connectors 5 GLBTSI 2, GGILT612, GLIST5118. GBILTiS16, 01.97120, GOLT820 Grularn Boaring Plate 8 LTS12. LTS116 LTS18 LTS-20 Ught Tvoilt Straps 3 A8-2C '-%19. Truss Plaw 11 SISS3518 Bypass Pruning Slide -Clip Strut Connector 6 HGILBA, HGLUB, HGLBC HGLSC Heavy Glulam Bearing Plot 9 NSTA30 MSTA36, ST6215, STE'=4L ST9, ST12. STI8, ST22, MSTC28, NISTC40. MS-Tr-E2 Sir aps CA mil (16 g a) 4 ASF,IP Hinge lakirto Ourmectoll 12 XLS',H3481414, XLSH7881414 414-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2,114GT-3, 4GT-4 Heavy GinharTiodolvirin 10 klslictfa, MSTC78, ST62" 65 fell 0 4 g ri� Screws 8 UFP10_SlDS:3 Universa I rou nclatiort Plate 11 IVTS12x MTS18. NTS18 MT= MTS30, MTS24C, MTS3DC Medium _-A�tSirZeS 13 XQISIOIS, X0181016-41K, XQIS1214 X0181214-3 5<, )(076811n4, X07861224.3K. *110-16 412-14 and #12-24 Strang-DriveX Metal Self_Drilting, 9 IJRFP eu Unsrsal Retrofit Foundation Plato 12 SrUl 58, SfDI ral, 3102.06, 3 Ts2,37, Sirli 56, SIB22.66, SW 12i SS I aZ6, Sla3 6? SiButrX., Top Flange Jo.stHourgevs FL#15730 fT4 X0114SI 224, XQI I 4BI224-2 SK )(011 2S1224. X01 1291224-2K. )(340016-51K, Tapping Screws 9`113412, S1B4r28. StBrt,76, S;I35.50 XISI016, X181010-4K, XIIS1214, X181214-3,SK 13 SISAZ1218, SIBAZI211C SIBA2.1212, Si(BA212f14. SUA4.18/8 SIBA4.18.110. &BA4,111`12, &BA41P,114 Top Fiarge Joint Hangers Product Model, Num kgL2LbJj= rr HIP Product Derscription Adhesive AnHio, for msurete MAR 0 2023 14 Sli Hurricant, Tie 2 GA;;, GDP, GDP'hAYJ, 0XVIV-/5 CDPNI-10C, GDPS, GW-50. GW-75, Glii 00, G I H Gas-actuatoid fattthera, o" assomoltits 15 SCIONS, SIHDSR &M!OS, SAADIGG, &fHD15S.SrH1)I52 HaltIcivins 1 MPA, 11DPA-K, P11PA-1AG PrP,17, PDPA7 K PINNN, ot,11,11P IIDPAVti Poorie,actotepl,,atertirns threaded 1,ead e 'I Z56turls, and 0 16 9"DU4, SliHDUO, VHDUO, VRDUI I Holdoofris P`)PA`ffI -NIG, P53VI-3, PSWl_?•K, PiCLOPA, PEC, L r)PA , PTPHA3, PTRH A4 \/RA 17 &JOT, WKJCT .lajst I langers 4 Adhesive Anchor for concrebt, Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition August 10, 2022 Cn 2 2 0-0 CL En -M U-) a) Q 73 0 © C: 0 C: .0 U_ 0 M W to 0 > E 0 cn U) C­ U) Cz o C) 0 L_ CL U) rn CL 0 Cz L Lij < 27 __J _J SHEET NO, PA 1. (3) Cll .7ffi > MIAM11- %UXW40ukDE C Ot,.,M- PGT Industries. Inc. PGT Industries. Inc. 0 PRODUCTCONMOLSECTION PGT Industries. Inc. 0 Q_ 0 &_ 11904 SW 26 S-7w ROM -102 -NOTICE OF ACCTPT.tN4C1: EVIDENCE St-B-AMTED 'NOTICE OF ACCEMLXCE: EVIDENCE SUMUTTED 7C3 CL DEPARTAIENT OF RE(XLATORY AND ECO-NOWC RE SOURCESOMR) Mism, Flor.23 33175--'474 80AIWAND CODE ADUINISTRATIONDINIS10N T(-766)31i-25P0 F(36)-15-2599 NOTIC E OF A( EPT-tNCE: EVEDENCE SUB-AHTTED a) NOTIC'F- OF AC-CEPTANCE (NOA) W"Jai*=A"�Lm� "gov 1. Ei-idence submitted under preliousNOA D. QUALM- AS-S1LX-XNCE. M -M A. DRAWMS B. TIE STS (continued) 1. NhatmD2deDeparturwofRegul2torvmdEamomicKesotuxes(R.ER�). a) Q -0 PGT Industries. Inc. 1070 Te,chnolo&v Drive. L 'Manufactives die drai-.Ings and sections. 5. Test reper, on 1) Alf Infiltration Test. per FBC'- TAS 202-9.4 ") '_\L-kTERL-1L = 5 -9 - = 0 0 Nordt Venice. FL 342`�S (Subinifted under NOA.\�o. 11-010 0-4) Uniform Static Air Pmsure Test,, per FBC. TAS 202-94 E. CERTIFICATIONS = SCOPE: 2. DraivLug-�\7o.'-\M-55","O.O.titk-d -N'ni,.%rl Sliding Glass DMNOA sheet; 1 31 Water Resistance Test � per FBC., TAS 102-94. 1. Notice of Acceptance No. 1�"528.14 issued to Vn Extrusion Lmlited for their = -0 This NOA is being issued under the applicable rules and regulations 9 governinst the use of coustructionmaterials. The through " I of 2 1. prep ared by m-anuf ac turer. dated 10 0 _5 - 15 - -,A, ith m-ision A dated. 4) Large.Missile Impact Test M FBC. TAS 201-94 Rigid PVC Exterior Extrusions for Windows and Doors-. dated 09.4 3f 15. C/) 0 > 0 0- documentation submitted has beenre;iewed and accepted by Nfiami-Dade C uutyRER -Product Coutwl Section to 04,05.47. signed and sealed by A. L-�=Nliller- RE 5) Cv�lic Wind Ptessure Loading per FBC. TAS 203-94 expiring on 09;30.19. Ln 4-a bemed m.NfamiDa* Cviny and odmareasvitav allm-edby the AuthonrvHr,7=AauActim(AWi. 61 Forced Ewry Tesi, per FBC*. TAS 20-1-94 2. Notice of Acceptance Na. 16-0920.08 issued to Vision Extrusion Lmlited for their Cn M �Cl��C TlusNOA shaltnotbevalidafter the expiration date stated belo�v. The.Miami-Dacle County Product Coaud Secwn B. TESTS along with marked -up draw lags and installation diagram of %rinyl sliding glass door. prepared 1000 Tan 202 and lighter Shades (N.Non-Mifte) Rigid PVC Exterior Extrusions for (In Miami Dade County) and'orthe AM (in areasothet thatiMmm Dade County) reserve the right to have this L Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 2021-94 by FeneAration Testing Lab. Inc.. Test Report No. FTL 8549. 'dated 1106145! signed and Windows and Doors", dated 12,0116. expiring on 11,129�f_) I product or mawrial tasted for quality a%airinice pusposes. If this product ormaterial fails topefformin the accepted "t) Large Missile Impact Test per FBC'- TAS, '10 1 -94 sealed by Idalmis, Ortega. P.E. (Test report revised on 12 0415 and 0111 �'16) 'report 3. Notice of AcceptanceNo. 1."528.15 issued to Vision Extrusion Lunited for their matum. the ma cturer will incurthe expense of such te stiag andthe AHJ may initnediatelyrevoke. mo dif�% o f _3) Cyclic Wind Presstire Loading per FBC- TAS 203-94 6. Teston 1) Aif Infiltration Test. per FBC. TAS 1-02-94 Coated (Painted or Laminated) N%Ue Rigid PA-C Exterior Extrusions for suspend the use of such product or material within their jurisdiction. R.Eireserves the right to revoke this along with marked -up drawings and insi 21lation d iagr= of viwd sliding glass door. prepared 2) Uniform Static Ai. Pressure Test. per FBC. TAS -102-94 Mmdows and Doors". dated 0&134 5. expiring on 093019. acceptance. if it is determined byNIfiami-Dade CountyProduct Control Section that din prodwt or material fails to by Fenestration Testing Lab, Inc_ Test Report No. FTL 871". dared 12,)DT15- sig_ued and 3) Water Resistance Test. per FBC. T.AS 202-94- 4- Notice of Acceptance No.1"712.02 issued to ENERGI Fenestration Solutions USA. meet The requirements of the applicable �dhas hprapptcmed as describedhesew been desisped to complyuriih the Florida Building Code. sealed by Idalmis Ortega, P_ E. (Test report revised on 02 4 5 ` 16 and 0 22416) 4) Large Missile InVact Test per FBC. TAS 201-94 Inc. for their -T.A-N 3040 and Lighter Shades (Non-White�) Rigid PVC Exterior including the High Velocity Hurric=e Zone 2, . Test report on 1) Air lafiltration Te&t. per FBC. TA� 2152-94 5) Cvchc Wind Presstire Loading per FBC. TAS 203-94 Extrusions for Windows and Doors" dated 09,15iK expiring on 02-04.C" 1. DEscRimo_N-: Series i-557W2770- Vinvi Sliding Glass Door (Rtinf"ced) w.,*o 900ck 135* corneml-All. 2) Uniform Static Air Pmiure Test. per FBC. TAS 210-1-9-1 alone with marked -up drawings and installation diagmi of vinyl slidme glass door. prepared S. Notice of Acceptance No. 1"712.04 issued toENERGIFenestrationSolutions USA_ APPRov.kL DocvwN.-T: Draw -ins No.2%M-4.570.0 Rev B. titled "Vin,,4 Sliding Glass Door NOA (I.M)­shem 3) Water Resistance Test. per FBC. TAS _10-'-94- by ime-stration Tesriug Lab. Inc.. Test Report No. FTL 85,52. dated 121 04 15. signed and Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior 1 through 21 of 2 1, prepared by marafacturet. dated 1 0,W-45 and last revised on 021,'0 l,i*-! I. signed and sealed by 4) Large Nfissile Impact Test pei- FBC. TAS 201-94 sealed bv Idahmis Ortega, P. E. (Test report revised on 02 15,2016) 1-1 Ein-usions for Windows and Doors— dated 0915:16. expiring on 04116-20. A. Lvm.%1Mer. P.E.. beating the',%fiami-Dade County Product Contrt:4 Re%uiou ;tamp with the Notice of 5) Cyclic Wend Preiqire Loading per FBC. TAS 203-94 7. Test report on 1) 15nifomi Static Air Pressure Test. per FBC. TAS 202-94 6. Notice of Acceptance Na_ 1"712.03 issued to ENERGI Fenestration Solutions USA. "White Acceptance number and eV.Irwion doe bythe.Nfianu-Dade CounAr Product Control Section. 6) Forced fttry Test. per FBC. TAS 202-94 '}Large Missik ln4)ac i Test per FBC`. TA S 201-9 -4 Inc. for their Rigid PVC'Exteflor Extrusions for Windows and Doors" dated MISSUX NPACT RAM;Q Large and Small A -fissile Impact Resistant along withmarked-up drawings and installation diagram of vwyl sliding glasi� door. prepared 3) Cyclic Wind Preisure Loading per FBC. TAS 203-94 09-10,4 7. exquine on 0228J, 18. Limitations: by Fenestration Testing Lab- Inc Test Report No. FTL 8546 - dated 1106 15. signed and along with nwked-up drawings and installation diagram of vmyl slidnig glass door. prepared 'A�-1 7- Test reports No(s). 10-002-792(A). 10-WMI0527. 5 35 753-09. per ASTNEE-84. t - See table I (sheet2) and table 2 (sbeetD forapplicable SGD unit sizes. design pressures. rewforcenientstypes. sealed by Idalmis Ortega- P E_ Crest report mised on 0 1,0416. and 0211 -2016) r1aiwit" bv Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (' thru A-22). dated ASTNM 1929 and ASTMD-635. issued bv EXOVA toVisam Extrimion for cellulosic - glass types- sill riser face tables B-1 & B-1. sheets 7 -8) and ancharlayout shem requiremeuts in I I thru 16. 3 Test report on 1) Air Infiltration Te-A. M FBC. TAS 202-94 11 19, 10, �igned and sealed by Jorge A. Caniso. P E. (Subinined underNOANo. 11- composite material. 2, RigidIite PVC. Tan (Non -white) Rigid PVC and BroAv coated (Painted ot lartunated) white d PVC to be 2) Uniform Stolle Aar' Pressure Test. per FBC, TAS 202-94 010' 04) (Subj7dued iinderNOANo. 11-010". 04) labeled per referenced NOA's reqiirements. 31 Water Resistance Test- per FBC. T--,kS 202-94 8 Test repon on 1) As Infiltra. tion'Test. per FBC_ TAS 20-1-94 8. Notice of Acceptance No. 14-0916. 11 issued to Kuraray America.. Inc. for their 3. Egress operable doors must complywith min clear widthor height per FBC requirement as applicable. 4) Large Niisssile linpact Test per FBC, TAS 201-94 -1) Unsfomi Static Au Prmure Test. per FBC. TAS 202-04 (Clear and White) Interlayer-. expiring on OT04/1 8- 4. Pocket walls under separateapproval. to be reinened by Building official 5) Cyclic 'V�`trtd Press= 'Load L11(y per FBC. TAS 2 0-1-94 3.) Water Resistance Test. per FBC. TAS 202-014. 9- Notwe'of Acceptance No. 16-1117.01 issueil to Kuraray.kmenca. Inc. for their LABILM: Eachumt shall bear a permwent label with the mant6crtirer'-i name orlojo. city. state andwries and 6) Forced Entry Test, per FBC*_ TAS 202-94 e %fi sile Impact Test per FBC. TAS 201-94 4) Lug is "Trosifoll t1traclear. Clear and Color PX -B Interlavers". expiring on 07 M: 19, I following statement: "M-Dade County Product ControlAppioved". noted herein along w ith maiked-up draw, ings and jn.,Ii, allation. d ia grain of -, myl s hd tug gLiss door. prepared 5) Cyclic Wind Pmsure Load mg per FBC . TA -S 203-94 RENEWAL of this.NOA sballbe conaderedaftef a reamal applicatica has beenfiled and there has beenno by Fenestration Testirig Lab, Inc.- Test Rrpoft'.No. FTL 8-547, dated 1204!15e s1ped and 6) Forced Entry Test. per FBC. TAS 202404 F. STATE.NENTS chan in the applicable builcling code negatrrely aftecting the ptrrformance of this product sealed by Idalatis Ortega. P - E. (Test report w%ised on 02 15 16 , -i alone with uiarked-up drawings and installation diagram of vmyl sliding glass door. prepared 1. Statement Letter of conformance with FBC,--A'h Edition (2014) and FBC--6* Edition W�ATION of this NOA will occur afLet the expiration date or if these has been a revium or change in the trattou Te�,i. per FBC. 2 4 (2017). issuedbymanufacturer. dated M-14.,17, signed ttsealedby LynnNfiller. TERX 4- Test report on 1) Air Infil TAS 20,1_9 by Fenestration Testing Lab. Inc-, Test Report No. FTL P.E_ fn a) _C= MIAM"M MIAMI-DADE COUNTY 2 0- (D 0 in PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC 0 -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SIX 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, I'lorida 33175-2474 (3) (D -1 (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED = Cf) A:t Cz NOTICE OF ACCEPTANCE (NO = Cn (1) -0 C) 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 412-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 L_ Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0- Seffner, Florida 33584 1. Drawing No. FD4612, fided'Trecast ond Prestressed Lintel Details ".sheei I of I. I Drawing A-0. FD4612, titled "Precust and Prestressed Lintel Details". sheet I of 1. Drawing No. FD4612. titled "Precast and Prestressed Lintel Details". sheet I of =C) prepared by Craig Parrino, P. E, dated.44urch 24, 200 and Draivinx.Vo. L 14612, title(] 1. prepared h5l Craig Parrino, P F. dated March 24, 2003 and DrawingNo. 1. dated 03124103 and Drawing No. LT4-61.41-, titled "Cast -Crete 4 ". 6" & 12 U') CZ 0 SCOPE: "Cast -Crete 4 ", 6" & 12 - Lintel Safe Load Tables', sheets I through 3 Of .3. prepared by L T4612, titled "Cast -Crete 4 ", 6 " d- 12" Lintel Safe Load Tables", sheets I Lintel Sqfe Load Tables ", sheets I through 3 of 3. last revision dated 06112114, all -0 Ez 0 L__ This NOA is being issued under (tic applicable rules and regulations governing the use of construction materials. Craig Parrino, P. E., dared 24. 2003, last revision til dated Api-il 28. 2003 both through 3 ol'3, prepared h,v� Craig Parrino, A E.. daied.,Vlarch 24, 200-1, last prepared. signed and sealed by Craig Partin©, P. E., on 08119114. U) 0_ W CE The documentation submitted has been reviewed and accepted by Miarni-Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. F. revision dated �Varch 11, 2008, all signed and sealed b.1, Craig .Parrino, P E, on C_ CK3 _+� m- 'R U) < Section to be used in Miarni Dade County and L other areas where allowed by the Authority Having Jurisdiction B. TESTS 22, 2012. B. TESTS (AHJ). 1. Test report onflexw-al testing on 4 "� 6 " & 12 -Precast Concrete LinfelA Filled and 1. None. This NOA shall not be valid after The expiration date stated below. The NIi ami-Dade County Product Control Unfilled Models, total of 03) concrete lintel specimens, per ASTAI E-5 29-94. prepared B. TESTS C. CALCULATIONS Section (in Miami Dade County) and/or the AM (in arm other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A. dated 114i'10103. .signed and 1. Calculations for Cast -Crete Lintels. dated 0811912014. pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by ChrislopherA. Hamon. P. E. accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS I , None D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. C-'alculationsfor Cast -Crete Lintel.,;, dated 05129103, 207pages, prepared 11Y Crust D. QUALITY ASSURANCE 1. ByMiami-Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P. E., signed and sealed by Craig Parrino, P. E. 1. By Mianti-Dade CountY Dep�irt?tie�itoj-]'erittilling. Environment, and Regulatory 4ffairs, 2. Calculations for Cast -Crete Lintels, dated 0-5129,103, 140 pages, prepared 1�y Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. P. E., signed and sealed by (.7raig P4jrrino, P. E 'RTIFICATIONS E. MATERIAL CE 1. None. Zone of the Florida Building Code. DESCRIPTION: (Cost -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: 1. None. F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, L Quality System Manual for Cast -Crete Machine Made Precast Lintels re Vised on May 1. F. OTHER L Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dotted Februaii, 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality,system Adanualfin- Presfressed Products dated 2002. by Craig Parrino, P.E., cerlif}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 bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 17-0821.18 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 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1• A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E. dated March 24. 2003 and Drmving No I. T4612, filled 1. Alone. B. TESTS County logo. 11 "Cast -Crete 4 ", 6" & 12" Lintel Safe Load 7ahles . sheets I through 3 epl"3, prepared by None. RENEWAL of this NOA shall he considered after a renewal application has been filed and there has been n® Craig Parrino, P.E, dated March 24, 2003, last revisiondated N-farch 11. 2008, B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS I None. 1. None. TERMINATION of this NOA will occur after the expirafion date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE I product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade Cown), Department oj'Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination an� removal of NOA. 1. None. D. QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida. and followed by D. QUALITY ASSURANCE 1. By Mianti-Dade Conlin, Department o Regulworilland Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade Coun6, Building Code Compliance Qffice. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the jab site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P. E, This NOA revises NOA # 19-0130.14 and consists of this page 1. evidence submitted pages E- I , E-2, E-3, E-4 and t4 14, JI E-5 as well as approval document mentioned above. Tle1mv A. Makar, P.E., M.S. -,Alelm)i A. Makar, P.E., M.S. C/Heliny A. Makar, P.E., M.S. The submitted documentationwas reviewed by H Makar, P.E., M.S. Pro6ct Control Section Supervisor Pr4ijcl Control Section Supervisor Product Control Section Supervisor MIAMHMM NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 2"630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: (19/1 U2023 Expiration Date: 09/1112023 Expiration Date: 09/11/2023 f Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/2012020 Approval Date: 08120/2020 ff,f Page I E- I E- 2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None- 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS L None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1, By Miatni-Dade County Department of Regulatory and Economic Resources (RER), 1. By. Alianii-Dade County Department of Regulatory and Economic Resources (RER) F- E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. L Yone () (3) F. OTHER F. OTHER C_ 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter ivith the Florida Building Code, 2017 Edition, issued by i,, Cast - Crete USA, Inc.. dated 08108117. signed & sealed by Craig Parrino. P.E. Crete USA. Inc., dated 08/08117. signedd- sealed by Craig , Parrino, 11, E. Cz S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, isslied by Cast- > A. DRAWINGS Crete USA, Inc.. dated 06,11 l;Q0. signed ct, scaled b Craig Parrino, P. P' V 0 7. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L T4612, titled "Cast -Crete 4 ", 6 12 " Lintel Safe Load Tables ", sheets I 0 through 3 of 3, prepared by Craig Parrino, P. E.. dated March 24, 2003, Iasi revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 0 1. Alone, MAR 0 9 ZDZ3 C. CALCULATIONS 1. None. U) D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). M E. MATERIAL CERTIFICATIONS < 1. None. Virtual Review Assist, Inc. Plans Review completed and approved 7th Edition -0 F. OTHER I for compliance with the 2020 FBC 1. Article of Conversion for a name change. I by Debra Anne Klahr PX2300 O L- CLS J UJ ;fi �em v Tii y A. Makar, Helmy A. Makar. PX,, M.S. < (D Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09A 1/2023 < Approval Date: 08/20/2020 Approval Date: 08120/2020 I _J E - 4 E - 5 I a - SHEET NO. August 10, 2022 PA 15 - I I I � � It I . , , - , , " . . . . , I " , , , , , . , . , I ", - ,� , - . - - "" I - __ _ , '. , � _ , -,-- -, --- , . � - I - -_ - - �_ , - - . - � " , - - - - . - _�_���_ - IN __ I -I- 'Ir - - N, _L:T _EC �_01 N C . � TILLIT TrEsTima a ammmeepiNG compAility W�� ii�k K. _6L1_ff,"yR_,'1,�._E.__ __ ___ - tuk..._,I�.� _Mr""I "'� Et !:,-, L--II6 D01CM, P RODU CTXYALUAnQN_RF,P —ORT REPORT NO_ 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SLM�-CATFGORY- Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gkiti"tiollecdortProducla ".Q 4800 S.W, 51 Street O*I Florda33314 I-PMW-QSE OF EVALUATION: This is a Product Evaluation Report tissued by Waltef A. Tillit, Jr, P.E. (System ID # 11306) to the Global Protection Products, LLC, Rule Chapter No. 6IG20-3, Method 10 of the Florida Department of Business and Priollenlonal Regulation. Thle Product is being Issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended . at bast. equivalerill to that required by The Code, This Product Evaluation Report shall be subject to review and revision In case of a Building Code chanige tirat may affect Its lintations arid conditions 2. EADEN" 1UNMUTM, � UATION DMUMENT (PAEAQ,L Drawing No. 20-176, titled "2D GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by'ritteco, InI signed arid sealed by Waller A� Tillit, Jr., P� E.; dated 0712812020. This drawing Is an integral pa rt RXiI Evaluation Report, II Ift "I , 1% 4, T144 V, � 3�'. - - I . I I -.,. �9 , N , 1'�, 10CEN , - - 4"%10 9k . . AW � -F_� _�,_ . , __�;:, ' __ _____ f__ .- No 441 ", I ,.-,r � , I S- � ­ , , 67 , I . * , I . " 7-f'-V4,-�'I , * :*- --- _r +;,,�, .* '? I _­--i-J�h­� ,r , , , , '0,_ , X, 14V �V, ZOP4 ,,;6 ". ,:� �, ..�. - ijiixi�t�,Wi �� - Pho". (30) 871-1530 - PAIR�4;411114.1" 1 6-355 N.W. 36th Strvot, Suite 305, MiamI Florida 33166 ��, X7F �e � IIIIIIIIIJ P_RDDA1CL_KVALu&U&&ZFJM0(EBU _J*RZ2M 2 22-TEL&T REPORTS: Large miaMle impact and latigue load Tome were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads asperTAS202Protocof Test reports prepared by Hurfiranis Engineer ing & Testing, finc., Reports # 96-569 dated 08III0911996, #96L-570 dated 0911811996, #96-T30 dated 0912OM996, all three signed and siaalod by Hooter M Me.airra, P.E., Fenestration Testing Laboratory, Inc. reports If 2032 dated 04116;1 998 and #2126 dated 10/05111098*tnessadbyGflbert Diamond, P E andReportNt) 0219fOl-09, dated March 4,2009, signed and sealed by Edmundo Largaespacla, RE, and Henry Hattem, P.E, Tensile tes(report N,3, 9CM-19?,-,y QC Matiallurgic.-j, Inc,, dated March 13, 2009, "tied and sealed by Frank Grate, P.E, 2,3. STRUCTURAL ENGINEER] IIII49-CALCULATI.QRS; On 20 Gage Galvanized Steel Storm Panel for maximum panel lfangthvs, design wind load, as wfal as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with Section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc - dated 11/03100 and 03/12/15. 9 gried and walled by WalterA. Tillit, Jr., P E. 3'M1S,%LEr'MPACT RE% TANCE: Large missile impact under section 1628 of the Florida Building Coda, as per TaS 2(1 PrelfecolL 4. MND LOADS F(E_$1$JANjC& 20 Gage Galvanized Steel Storm Panel has been verified to sustam wini Xessuras. Maximum oanal length shall be as indicated an sheets 8 10, 14,15� 16� 19, 26 and 26 of 26 of Pronuct Evaluation Docuriftent ( ' P E.D,), drawing No, 20-176. Maximum Anchor Spacing ", I be as ind"lled on sheets 8, 9, 10, 1 1, 14,15, 17� 1, & 19� 20 25 and 1.6 OF 45, of Pfoduct Evaluation Occuritent (P.E.DA drawing No. 20-176, Installation shall be performac strictly in accordance with details indicated on sheets 3thnu 7, 10 thru 20, 23,24 and 26of,26, of Product Evaluation Docurrall-It (P.E.D.), drawing No. 20-176, Minimum separation to glass Shall be as Indicated an sheets &K 16,26 and 26 of 26, of Prod,ict Evaluation Document (R E. 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W/ 'TM . -1 SSEX SI>KftV 0. iNcins a -RRI IN 41 - - T - cut somI ON 9'"M 0 "fiI iq I � , - � I AAO­__ '0� ,_ . = sc-MICEL ON - - ONES CTAC7AJ 0A I 1� A- 0, X, ..; 0� III-— IF VA -Moo" 0 WEV3 8 -ft,%- IN i I � WALL. 11110UPCING a T� SCALE OI CEII ING W S"%- mouffm I SCAI ell. 7 But HIS AMUM ILLIM Ll� '111 ME 111211"Ma SLGILQKA I SCALE 3/6-T, OCALE 1/6-1* I I � I 1i � I i I. t = � I i J) , - , T- - F,D, - EM DISTANCE I I - �i;Er SC14EDLU ON I IF I � � ,- -�­W 10I V SaEm a & in I I i 16 e� 4 I 9 I I i i i I I I � i I � 4x.mv­ i I � Wife, ItUTP I I 4&9 -.44 ' : 't" "r -, � , , 1 1 � - i i TW & IFTY"01A MOUNIEKI-� CA, RE ,W"f"#E141,%,, 49�o Cottle "A's"I"* _`nI 1 TOT rr I I � -, *_ . VIROON-CO 11A ANY WKY S!,­ ANY ,I A?!,, , "I LATION , 64. I . i I I, �;, f 7 ! , - .1 ­ I . EXISIRK. PO"I e 7 'WAc"r - 3/. - . T' 0 - .10014153 /'N % _ ..J " ... __ ", 0CFN,�...o,'5- �, .:?, I FLORIDA SUILDIING CODE (MIgh ViNmrt No. ,_one ZoIneI)i " - � - Z * , ­ ( � Z ­4R W%Y1 AIT [ " I Ml ANC. -In W SINE SC,1VDI&f C� -1, " IT T,+001 4H IU - . - i 20 GAGE GALVANIZED 571EL STORM PANEL I . * . " . i B.,� � - � * - � _ I-Ilhl-l--l-Il-,--------LL-�---t-- _ '� -. IATF �W : fl- 'TlLr_� o V,/N/;f*o a "; ;- - - - �T%,GLOUAL PROTECTION PRODUCTS. I.I.C. OC11 - "I" __:� - ­ I EC CELUNG AMP E , MQUICIr � ,_ " 7 F; DO, _$� �I '. _.�t Ii I400 I.. SI STIJEI �_ V 111I "r - TWA XVT� W 9140)10tte" COWAW 6-�_ TI W'A � ., ,ft ' I 5 /5-" - FAA I.A.F&AI 20-176 � �, I ��' � 11 � %lIR!Z _1.,="._ .- ­­­_ t - - O"' " "", - - , - -� I , I �, �� I CA- 000VT9 - - - E Z177- - - _­ ­. - _­___­___._.­. - ­' - ---,-. ----.-- ._­_ ­r ­ ­ `N­ ., . . - - ... --I- I , f - 1-=_ - - i AMN 2� ,-, ,I , i - - - � - P"-K-CUVALUATIQ?4-RLruai-:�a-ZAAD�2&M &MAXERtAL-C-HARACTERISTiCS AND SPEC11MATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E-D-), drawing NIO20-1176. Anchor specifications shall be as indicated of) sheets 1, 7 and 21 of 26, of Product Evaluatirin Document (P,E.D,). drawing No. 20-176. 7- QMjTATjfQ - . N[S AND ID , _C_Qf4_ -IT[QN$ OF USE� � / 7.1. Shall be strictly in comptiancewith General NMas NOL 1, 8 lhrU 14, indicated an sheet 1 of 26, as well as General Notes # I thru 4 and I I thru 16, indmatea on sheet 21 of 26 of Product Evaluation DocAiment iP. E. D.), drawing No. 2D.-Ii 76 prepared by Tilleco, Inc, ana signeciand sealed by �Vaftcr A Tdld, JIF, P�E, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as datined on sectIbin 1620.2 of the Florida Suilding Cbde 7.3. Product sh,ql I only be installed Into poured Qoncrete, concrete block, and wood frarne sbwures- Product Evaluation Report prepared by Walter A- Tilth, Jr., P E� (Flomda License No 44167), President of TilteGEI Inc, (Florida CA-0006719). ,0'&fosei!1f01,A,, � I 41'h,� ,,, ,i3",�..!,t ��,,, ��. �, ".. 7"111, ,e � � , . � * ,; N. � , %�c,tN&e '% , Tir , 9� .� � - -iI, .1 *� __ 11F _'_ " . ' ik � --, I _ _a. 44167 -, = - , __r-___j-7­7__ * * __ 1 ;; - . - I � ­* � I . . -7 ,',,;El� ��,- - 't , r " � I � �--o'� a EATE 0, . I -4g- .t - .______1-4,1' T�_ , . � ",I ,* ,,,,� ',�',_, '40RO �.�O; Is" F�,­_ _",;� � � I e "II III ,�. w . VVIALT-I" On TIL'SFC0 ACMON RECORCS , P. 6, REPORT 20I GL OPAL PR01',ICTION PROoUcTS, 11-c � 2o C-A(-,E '04VA"IZED STEEL STOPEfIAPANKELi 011*0*1110_179IIK�_PURT 920-011h.01 /. . \ IN, 11's INC ., __ - TILLIT'TESTING G NOVIGINECRIA10 COMPANY - __ - -------- ______.__________ ----,----�,----.�-��--,�""�,-..��� WACTER, A TtU Tr� Fit., �'E V_R_Q 011LI 0: O.��Ile,Ixwag,�I CIELIf , E , � "N, 4,Sr NAUJAJWXRKrMF 1,�,,­ f_.1F J4111,1I, REPORT NO. z 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUBI-CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Qlob"_ F~im P(PAUVIts I L Lr, 48DO S.W. 51 Street Davie, Florida 33314 t. P,URP_QSE_QF_EVAWAnQ_N; This is a Produc:1 Evaluation Report issued by Waiter A. Tillit Jr., P.E. (System IE) # 1506) to the Global Protection Products, LLC, Rule Chapter No. fil G20-3, Method I D of the Florida Department of Sual ness and Professional Regulaillon, This product Is being issued an Evaluation Report as described herein, and has been varlified for compliance in accorclancewith the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at leas! equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building C-ode change that may affed its limitations and conditions . EVI INCE SUMMED, 2-1-- RRQ.QVr__TEVALVATKWkM.U_M_ENT LP1.0.) ; Drawing No. 20-175, tkled'24 GAGE GALVANIZED STEEL STORM PAIIII sneets. I thru IS of 18 prepared by Tiftedo, Inc,, signed and sealed by Walter A, Tillit, Jr_ P.E,: dated 07127/2020. This drawing is an inteR,Wrt�18I , , , Evaluation Report . , IQ/ 1111I �,,,,,�,�,,�`�`_%_. �� ,,� . . � k/ wl- . - - ,��V,-` \CEIIIII 11 % - 4� V I - _­­__­_Z__��__ 1. �� - -- ­ , ­ -F��-�---ft - f-C-1,1167 . t S T � I '�Ir I I �:r. �:: k ", : * z 11 , � ,,e, � * 2 ____ - . - I -c'. STA74 E 0'- ��':i� if I % 1p"_ , 4�; Z 1,� 0��--. ittOR0. ,0 il , ­ , , -.2;§ 11 " - ". . , 4 63'5 NrW 166 Street, Suite 305 MianI Flooda 33,3166 - Phouc- (305) 87 1 - INQP%4�,WW -1 5,-il �OtlI4TS -EQR RE VLAR=,.&, LIF . 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A 9� -_ �- A I'�-,I,Aif, I 'T." 4 III � Z : , n A& 67 ` 1 20 GACF� GALVANIZED STItt]. SNIN PANEII ' � �, ille. =1iQA_A__1 - � - .... __ _._ �� L-------- - -- ----- - ---- __ J - ­­­­ - I ­­_ � _ r . � I ,�!Ww� Rfk� I"A. � = -,I'. ci­,r,,,r_-._ - � _ _ , GLOUL PROTECTION FnOUI;Es, U.CJ NA*,TL F :C ­, I I L I E C 0 ,.c I - _.....-I 171 _FIR "II E IRS _K­T&_QR " - � �r -- - ­ - I jWljle,��j,-;4ilrllo;�Z, I � i ,,,, , ,, - _RECUIRID� 1, , I ­07N, ,fY�c__ " -��, , q � I ­_ 5 , - - � . _Z1_ - I . I t�;, �171_1­"', _11,711 I - � 20- i i6 ", I ��r _T` BOTT-OM.-TRAI.�'�i--,�i�4&"NT-TQ--$Iur,CD/WQO.�05- I - I ­_ 1­1�' r n� 4 , , , I .1 �_ I _:� 'A"',$ ­` " '. --VA APIP I " �11 - 1, � , � ­'Iw,�­- -- - "" , ,,��R � '""-,-,-- - - L�- - - - , "" - i .,�, , 'I.-N, ,,� � ,_ , , ,;'-Iz,.,t " 4 : - - t � . - -- - I - - - � .., 11111,c�, A ,W � I ­11" --I== I .. - Pni� __ I - - - - - -� -- � w1E � VI P, ___2 110, � IfIr - I I I. �7�1: " �0 , I llt,m­-, �,,__ ­­­-, _­1­____ - I ____ ----,--- ___ ------- - - __ ____ � - - ­ ­ -- -------- _- ­­--- __ - ____ ___ , . .. . - ��_ __, .LO I - �_� . � I .. r - "giff]Rl�lz!iFk ZZ-TmBf emm- Large missile impact load tests were performed under SSTC) 12-99 standard as per section 1609.1,2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports Prepared byArriericarn Tesiting Lab of South Florida, Report# 0814,01-01 dated 03111iC2 witnessed by William R. Matiner, P.E., Bortz Maroz, P,E, and Henry Hattern, P,E. and Report No. 0111 9.01 -09, dated February 25, 2009, signed and sealed by Edrnundo Largaespada, P.E. and Henry Hattern, P,E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab ofSoUth Florida, Report No. 1123.01-10T dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P,E. Tensile test report No- 9CMA 98 by OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teal as per QC Mol2flurgical Report No. I OKM-1318� dated December 1, 2010 signed and sealed by Jerry Jacialfartio, P.E. as per ASTM E-8. 2.1-STRUCT1,11RAL, ERQfffJJWfi..CA1JQY1ATDNM On 24 Gage Galvanized SteeI Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco� Inc., dated 1211 BIT 0 and M7113 (for this revision), sigi led and sealed by Walter A 'ni ift, jr.. P, E, 1-NIMILUMACT-RESWANCE: Large missile Impact under section ie0g.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. k_" WDILQADS-BESISIAME: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 1`11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 118 and 18of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 24 Gage GaN.Trized Sleal Storm Panel has been vertfied for code compliance to work as a non -porous stormi shuniar assembly, as per SSTD 112-99 Standard. . r > �:.,. . I - �, ;;�, rw . __ , I f�, 0 �%�,N - ­21- .��= ,K. I I *�' 1 - = . -_ E .:L�, -Q��4 67 ',. - - I __ � - -,��, S - -, � , ,2 � '.4 r� * : * __�_ 7, I -c t STATE O� I. S-, 4C %Z;�-.- I.,07 0 RID?, .­'W"J N * , , , %,04s ic �*_'*`:1a11s`1:"F �� ____ ­­ 3 5. IN �ALLI- Installation shall be perfornied strictly in accordance with cletatils indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 6, I 8 and I 8 of ,18, of Product Evaluation Document (P,ED.), drawing No, 20-175. 16i. MATERIAL MEC "FATM& Shall be strictly in accordance with General Notes and Components indicallad on sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No. 20-175, Anchor specifications shall be as indicated on Sheet I of 1 8, of product Evall uation Docurnent (P. E. 1D), drawl ng No. 20-175. 7_. LJ1dJTATMtANV_QQ_14QM"_QEM1L 7. 1. Shall be strictly in compliance with General Notes No- 1, 8 thru 14, Indicated on Sheet I of 1 8 of Prod uct Evaluabon Document (P. E, D), drawling No. 20-1 75 prepared by Tiftel Inc. and sigrad and sealed by Walter A. Tillit, Jr., P.E. 72. Product shall not be installed within HIGH VELOCITY HURR"NE ZONES as defined an section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete. concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. nift, Jr., P.E. (Florida License No. "167), President of'ritecip, Inc. (Florida CA-0006719). WI 0-MILTECOADIIACINRECONOSiR E.REPOR7,211 GALVANIZED MEL STORW PANEL kORWO EII i �­"­ ----"— ­_____­_­__.________. ---- ­ ­­­­ ­­­ '­ ­ i i 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. I I IW/10, 2W/10. 3W/10, 4W/10, E 6/5 I _1111,514I i I 6W/11 & 7W/11 I - I . ; 9 i I I - J.� `AF1 AKI�II FOR MONC-ar-k 5LEC SO4--lAr ON SINCE- 8 & 2 - � _,,� -. - - T i- r f s .. rup RID, FIT sfc�- ON l�,� 10 & Ii WIN, I I I _ ___ .. . _ __ _ ......... .. _ .. _. - ______ __J1___ 6- I - __ , I 0 T * I - ------- idl - L -r------ ­_--_---, ----- - - - -- _­­­ . � -- ­­­- L, i D. M., 20. 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" -� Ad ,4 A" � 1i ` ,CENS;'%TF FLORIDA BUILDING CODE Stillh folocitl urrico.9 Zono I 4�1 : Q) J&U ...' - ) � , : � 1. t Q= MMM - 20 "GE GALVANIZED STEEL STORW PANEL I F� I I : No 44167 " � ' I, . ­ I --.--M"' & .*I I le _L: I SECTION A -Al *'- ,---- r !�_ - I PROTECTION PRODUCTS. LLC,1 5 111:, I — - / _11L IE C 0 inin: ! N�S. I - ATt ,:.i­---.-*-- —1 �, , - 4� __ ... i % T � !�-. -- * -.1 ON &* 6' Vier I - . I � - FILUT IIESTM & IMXMI � oe� 0I , - " &_�. &;�� ��- - n OR't"I , "' WIR.. - - "so- �§, I- 20-t76 14". ­15I.."', 04, __ ! j _, ", I - .I-- - �-)_.__ --,w---, I .� , . ( �,_OI — - — ­ .. _; -2, -1 NRI , -viEu. VN ! I't � M 1� �_.�, Li±=- I � I ! 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BLOCKBLOCK54SHALLBE t 1f4° tYS N "NO €WADSS.dIL BE EJE'ERMFIEu r AS PER SECTION, 1 6?0 OF tF$ ABOVEABOVEE MOTIONED CCCE> ) WAp,AU& EMBEDMENT I'; / •'• % 7 01 , $• ANCN(�� S SHALL IS T IPr14 i CAUL-W CONCRETE Fg1P A 1•TNE SPEED AS ftEOVRiEG N'r FNr JUR501Ci,17N •/IERE 11IE$E SwITTER$ 1V11 0E Ih$TALiia AND NC Et.■Dl1IXT RSTC AM' r'r'ASH 4{ATLRIIFL SPIAL3- BE PElIMaTTE.D T'teil' A fY DaRE Te7t•AL.I FAC1tW III 8` VS -WO /SCE 7-1£ AAIU SHALL NOT EXCEED THE IMAINLAY TA$.U,J t; w' a-IO $$ SgEt•Alx EDIT$ EFSEC Sa'MaL 9F LCNCi CNtSKrI(SaKffU1.,4 AM F'1Nf5N WTERIA6 EteSr! 4D t1'CSW4 PRTSSVAE RAtINDa= R4pCi7Ea ON SHEETS 29 & 26. E14D0.CE 1/0 MD ANIswtDM$. IN ORDER TO VERIFY Ti,E ABOVE CONOiTeDre, U[.iOMTE 6E51GN Oe40LOADS OETERMD4ED PER ASCE )-t4 SMALL 9E fillRlDFA:EC 7O AS-D. DESIGN IMaD LOAM Hr MULTIPLYING THEY We 0 s IN ORDER TO B.}) eN CASE TriAT PRECAST $TONE. OR PRECAST GptCRE-![ PANlEg BE FOUND ON T!E EXISTING YfAEl_ T COMPARE THESE •/ MAX. C,t$ U) DESIGN PRESSURE RATINGS, INDICATED ON SHEETS 35 ! 26. ANCHORS 5r1A11 BE LONG IXOaJCN TO REACH THE MAIN S?RUCTtN3E QwIND $aT.1, PANELS. APrCfIDRAOF SN411 HE AS PIEPITIDIKD 1N 8_1) APO} W 8,2). +: cPaER Tr. vERlry THAT GDMRON£rns AND APICNOR$ ON rH!s P.E.D. As TESTED vrERE Ptm 4YCR STRESSED, A A31t W[REwxE N OWA&.E 57W FOPIh Rt ES,. fraD LOADS15 WAS Lill rN TN E ANALY§Aj FASTENERS SFMG,NG TO WOOD HAS BEEN ;rLfERYtlNCO .t ACCORDANCE WITH NOS. 20t3. (C) AtICN(7Ei SMALL 0E wNSiALLE'D fC}L L4ISIM: ALL OF THE REL"CANf.FMtSiTgP.S AND SPECN`IGCI(pi$ OF 'P6'C AEyCHOR-S MIWUFACti/iER. sTORu vAt.F�s ADE17rJACY FOR aWACT AND carlDiAE RESrSTANCE IiA$ BEEN VEMFIED IN ACCORDANCE WtiN SECTION 1e26 OF AS PER i€ Tt. O sNAu III trK RESPONSQam .1 I CWlTRACTOR tG VFJp:Y itA SpuPaptf55 Of THE SiR11CTtAE WHERE SHUTYEPC 1iC Ay,Jf; AQr+?aOaaCD C`OtrE NE$TTNtgN TYSTINC t/,00RATORY, INC REPl�T IF20J2. AS PROTOCaS t45-2p1, i$ TO � ATTACHED }0 •f5tW PROPER ANCHORAGE Tim Qe1PTpF StVD1 ONLY BE Al TOPaCF47(. alltA5 7D2 APO tA5-703 l CO OR WOW FRAME BSM,OMD$- ;r nr15 '.Et'SEN HAS SUN MCI fO BEiNSYKLLA DN THE CVTS,DE Of THE OREIvv AGCESS+N'S •+# OPENING FilltHE 'NSDE wJ{7 THE USE (tF A IAOCG@ OR LET tNlS aPP,I[ATIDN 1S VKwC tIv1F.'N WSTKtA'PrON IS gvTrNfSEp TC 19C PERFORMED PI THE INSTALEA71014 OON1RAGiOt ,S TO iTAE/GAUE.K All SHt?',ER T„YJYCh4NEM EDGLS EMMIr(Ja REMAIN W CONTINUOUS�P•JM T1rE 'N$i!f.'r STRUCTUREC,ONIACT Ellrji[ T?UW D1NPi 10 PREYENF NWID/RANI R:TTA{SrOq CPMJLK ANp SEALS,HLTt'ER T@KXS Al AROUND P7tLL J C.FI£r. 'D0O IN$'A: ;ATrOki ,S APP)clAl-f r0 SINGLEAND DOUBLE NUP:G SME WINDOWS Al,utlttlUN RE OURLED '. � LFNDTH vEA-IAM•P FROM iHC Ol OF $iRDC'uHt rJ $tpltM PANEL ASSTKLAt10N SIMLL C'DMPtY •tCH SPECS IpaU1CJ.TE,J IN TtuIS CtRAMI1IC i'EV5 ANY BUEE DlA; AND 10II4a+6 I REGULATIONS PROVIDED BY THE JVR a'CK".TRTN WrrLTtE PERMIT IS APPLFEi4 FO INSTALLATION DETAILS .. rog SERIES PANEL�.,j}INTO POURED CONCRETE 2000 AND 1 OQ0 E—Z HANG STORM OR CONCRETE BLOCK rr�q.,� taerRt,f+[ r--• .4Po@E LO4R1•T[ ' rw ol.n A.rPltf@ iPrm46a _" 4 r IiK F .a q -> iEa•i' INS '®'t T ®4 DC �x$ OMNI ORICCR �l � E �Ea fl0 V � �--{.�--•r�.r�-- rasa' S c r „-tadTi I L'`` � tam }�� ore. nlwcl•iL roa,• ff ^ +• races f l pp,p'. it fly a) Q ! � ( ,.J �'�'�,FC Me i, ,Y oc TWO OR.ORR� 7I V I ,j P„f 4r• iw3. �= GPO a rsrr.a _- J ' ,� t � , �! _ j k � PA , • ,s 7 I tma , AgOAt ri I Q W •1 IS r .'s. + 1 I' ri � ai "'. IMF a ` . E. I d I I �.., I ,;I-� ,rw�vvoPP�� 1 � Ii -.L -- n ne E�.f Igr i ../,•... 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SCALE SIB-w-,, I I .—'; a j ' .___,��`1 ��)wr Dn3firoY a'aen a» .00c a� �FPIE3 rbtlyAmf r,P[ qN swZ+ v f �;a` Q�t (/j �'• i,,,V ir4.A. ••,•`.�?y� "rC �'' Q SxYI�Ri� s w„r m. cxx�amu Err ww.vr>Ks roe • eo^ov ItmAtteays cJa a NO. dd - 167 � � FLORIDA BUtD(NG CODE (Ill Yal«i _ HuTrica n • Zonr) I r � L_ fA7WeIEP W ..n wAr 10 iVT .rr. 46PA',.,OrC. __ ? � • STATE OF item *AtrAo, i Q •• :4�� K i 20 GAGE GALVANIZED STEEL STITI'BI PANEL r F P pWluir W P� d 1 -F DETAIL t SCALE, +/2• . , • VIEW x � T , " `, r t'.,� --f+/ '. I 1 � L E�O IN e r �' G"106A1 PROTE�C r10N PROOUCTSt LLC. i °Prtiv.•ao Y,� r �41tq�tM SWLn �eTINe� or.HE. ft ]a)H 1 .,� wt.lt •�1{,. mr N-txi' t•s•s•••-7s.s. AA t•SIr19N-rn> �l•.4i 20- I76 041«"q 4 eM99•fi, • •a r �•r• R Y ar A[ A,AAfJpfMNl�frEL'''E •KTA a s4.U7 N, PE, -`"Y ex.ru •w s1 K N 4 z N U L 0 O = O Q � .ii C: o LL J MAR 0 9 2p 23 9 V W v Virtual R ew Assist) Inc. ,, IRevlew c ance wit pleted and approved he 2120B C 7 th Edit le Debra br Y a A Hlahr PX2300 , W SHEET N0, SH.1 02 MAXIMUM A.S.D. UU&N � QRRESPONDING MMIMUid ! I EDE SEM I QW iAX PW FQR."-�.ILL_ i1'V&_�I1L'I�S_A1_?1'9 PRESSUIE RATING (a.z.f.) AND zc" PANEL ILENGM -L- SCH&DLU L-Z HANG STORM EMEL M Symw HTLMK� .I WILL !� .Su"I � RIAL011,44- KS,D, "'l-M-11191 - � - _. - -------- __ I lao�ala LE"OH " ---� � FIRR'" "P'"'O" 77 "A"'L CII—.. AII TIL t, �----..-�-----.....-i.�.--.To.lt---...�.-���.� ,.;, � F 4� _..". --- -_ .69 I., - 75 I � 70- -JR us, 1 . . 2 a, TO' I WtTHI - I 1'. � T � -W. r4m � - --.-,- ­ �­­ -'--- - . i - _­____`L­__ ------- - LF-W __ - .- . . - - � __ .66 U� ; -753 : WOF LM � 1. 1 . 71 ! NI I I � � ii 0" - - - --------,-- - SU ,;/-' - S I 5 & altilI A' LN�AP A, 40X 01 AAWJ LENI &;i�j;�-�� V IWIL ____ a � -_ . ­­­ hNIMUM A.&D. DESIGN ERESSURE. RATING (1a.z.1.1 AND RRES DING M"WUM ANCH SMNG WhFOULE JEQR INSTALLATIONS INTO UKKIE & CONCRETE BLOCK STJtUCTU A L V - IM. W.10. �'VALjk QbLY FOR. FArIL- _��'-_!:_1QK1..A_-R _��L,N�I ... LH�RV_4L_11W__-L � . �' 0 LMI V 1110 0, I P AS CI DEW," ITIM51I AMIN4 a SIAL SAM 2* FOR 40,T)TAS 1I * SPACING FOR `A5XA4.LA""6 .10 wow ni" kco" ��W AROFIOR SPACRIM FIX VINII Wia UWASIOE AM NISKATED L* T,ft SO,*VVT,L ICA I IS LEW FKM o&CATI ON SChOLu Aa%u 31441K BY FALIKUPI VN%CW VIONS 04 sootiLl W 1K FOUDARRe. FAVORS no 011$ OPENIATRON TO BE PCIIIIII RUPAJ00 SAIMUFAII 011TAFFED USII FAVOR SIVI NOT RE LM -�VFAK WWA" SPOCIFIC INTiliI " EKSA ANCHOR TYPE XF -NDAM LEGM ____ 1/4'. " IlF... 1/4'. � 1/4.. ANI TIM ------ - TAIWAN - NA.M640% PAIIIIIIJAME rug I ,,,_ I ­ I 01�----- __bt!'�T!I 3 __! --i.-17- I L­ - - __ - I I I '/S I _RXWAR Ii:iIiA*AA(.4 1 � 1 7, .'____­] , 3 04.1.4 ­ I ti""OKI I 3 ­­ T , - - 11 __ -, _.- . - A I ACM CA am WIN4 "Amil 1 ­/2- I __ - - ­ __ . - A ..1- , - - , � - - .�, L:r_______._ �. -_ .4iQ -- - - - __ -_­ - - -- - - t-I 5 * I - ou - -..-. T�.___­_____ I .- - ­.- , - - ".- - .- t HE 4fQIXFA!_S ii- NSINAiCk. W.7IRI 60IT04 01 PANEL AAST (r; TO K v:i, /2- . )" F . [-,I -1-01 ++ XL�LAPVS .A. VI"AhC5. INE'00I 61017W CA FFAK,, W4 �D R., Fk 3/,F, I 3/16* 611- I MII, AIIAM M11ru AH, I � / 11LIEC0.7 _- 1­1114�1 - - A5f"Lftjrj�4I, & " CBM SN . ,="­_*AX,-_ — AAAMIN, A I- -1.1,11 FLORIDA BUILDING CODE (M;gh VII Rurriccrie __ — . - , . r --- � , , . - , — - - � , - � - � -- --- - -- ­- Q QMPONENT5jQR._.REWLA _R. ___ WEE SAFE , ------- � � - __ . - ,4k E-Z HANQ - - - � . STORM PANEL SY-UfMi (SCALE IP-17 - - - - it i7t:� TTO4H& AnFlOO - - t lt- - - -125W OFFSEOTNE TAI - , -�, - ,S3, Il"T-OH" -, , ­ - . i "., Gin i � l 1 2XI I _ , I if D., , - _t,r- - S 1 51l,i, VI ­­ `V -_ 0 ! "., - � Ell - I- - I -yf- - - I � i SWl - I rlW , - 00 1W. - SI IT - - OF # 1. 'i. OC � Ill SEvTXXSI - ,�r , �, - " " � I t I I _F1. � I �: I i I � T?;U " - � , , " - al!CT I I� lAI , I I ,AF - -T- l I ,,, I � ,� ! � I � � - � � �__7T _-- 37X, , � I' LOW 1, [;;I 4 I i i E EW .. , ,; I HICARFILL 0.02., MAN II , ,� , CA0VATIED SnE, 6 � * - �� I �� \z 'I 9 . i I 1, 16". � - 14 ,FI `FI t_� r M ASYM "I \ iyitl XTF % � h ,-COX. QW - I, � - I 1 -it- E � I "� C 1 aill" W XARA" J_�,,!_ W. , NIX"I C , , � � 75 i �11_1 r i � I El E L . I __ , DI A C-50 "l, 4. ELCA I �j - I � . OTH, -A t �, 5cOT_ - ;2TT- I , --\ - I - C1, PANEL I - - _'. - � - I I . ­ _ � ,_J � I I �4 r � ,-I I" - � iw� � "'t, � = ­ 154" L, SMU ./ - WATL A � _1 - z SOFT, - I WANVI VAAL1 RE 0151FAILLM ALWA)l - 2­V" - 'NO., LEFT To Rem," W/ vil, LIT; e 00 .,I Im fix nr ali"ID, 02 W--ffAM C3 I !JEjMMK 04 AW" MTH STUD - - - . - � - ITS, EVOL 'a Fill., .,(,, . - I - - I ......... _'S P� Z . -1 P.ItLS HaP LAP ��_ � :0b, ..�, To" G.LVAAI �­ v/ Hatmorl, rnw I __ - _��j ", I' ! IF ��' " . - - - � I o IT !,�, L 4 , PAWL E I I I __ - � - �_.`A, I F ': I - ! . t_�L"_Z � -1 '"A" - '33*l IF 2W , , Ill k- '. I � - � L - I ; � I - I- ,­>11 , T"O, , , _____ � , ,�, I � 11 - I ; , � . II - -1 vt 1 ,t:, f � I " " ,__��, , f F, ,; I ` 11 11 fE c,=-* I` I - - , j, - - --- I , I I V � I 1; 0. 11 , � �' , j I I .. __�� 'I 401' 1 III I I - 2W. - - 4� .171110k � - RII . - I r � I,, -r Zi, HARk I - � IT !� OR 43-4 _ "_ ,,- ! /I � I ,,, ,; , - I . 7 2W - A , Wh&= YIEW 2EIAL. 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'i, CL � ,-,- , - = "l,r- E f4 S� - - - !'�i -7s, - '� VI FOR �Ili MO-WIF INSTAL1,A'110,14 CNI� & Z I .1 In z I . �11 z 41 1 = , trpl�ntll PA%V_ INSITALLAINON At WALLI-5 W1 SUkLhtf -17-� V-qA-TCM- WITIONE 45/4- 2 * ! :_ = � * ;TW - FLORIDA BUILDING CODE (Man fth Vetocify Hurricane IQA�E E (PLANI �1-,ALE 1,114',rl' -C SE4,11000WLACTOTI MAXIMUM A-5,D-DEMG]9-.PRESS.U.RE--RAlihq-ka,Lfj-"-D--CQMP�MIN-QL MAXIMUM AHCHOR-_2A�JMG 5QHEDWL_fPR_REWLAR STD LEANEL_jDN51ALL&TA0 U=.REI (VALID ONLY FOR PANEL 01INSTAI AS PER ALTERNAI 1.4 THRLI 4W, ON SHI:CTS 8 & �') "XL ASO MAXIMUM ANCHORS SIPACIK FOR F.D - AS SHOON ON SHIEVIS 6 IF 7 _ - APPOCAFLi ---. ,,,,,,, DESIGN PIPES-01" I N ALMAeATINC, PANEL , I RANAI TARCON LAG SCREIN PANEILMAITE PANELMATE 110, RUSHWG I 1=;- t � (D 0 I FEWLE C PLUS lot I !�- -3-- I:,- __ . i " �__ I A pliOn) - , -,- , �1, ___ ___ ,3, __21, , I 1. - - - tr - I __­_-___ N0 �80101011- __.. _ . . � - .. b tir _ - - - __ 6 "W __ --ly __ 6 �;2- - .- - a I �2- . � -, __ -",2. 1 A (TOP, - , ­­ - - ­__ � �.- . a ,/4- I2 T12, . -a 1 �_- /,- I _._� 'm NiNTIt 5' .. c, - - N . I b, a' ,- - - I jim, val, I 00 LIE, S, 8' a' 1-11 - - - 0. , - I - YA IWIT0.1) ,,, '31 . 13' . I - . 12. - I - " vc,,� . .1 . - - .4iD, 4n il,� � 3. - 13- - - :,. 3 , I�` AW Iecno.) — OR LESS � 13' - . . , 1� ___ � . - 13. ", I -I' - I - e ,/7- - -:;:- I Ce, 13- I t�� I 3 , 6- I I. NICTee,t] I- 6 t/.-- _'�]� __ - IS "(2, - - 6 1�2- - ___ - - 1 t ve . :W i-ropi 6 I L /2' I-— __ I - - I I- - I - - . ­ 6 I/.- ­_____t____ 12 1/2' - ____ 4, �T4' � . - 211 Ism .) ,,_". I I ___ . __ , ";i, I ­ - I 4 . � 6 - 1/�* - __ - � --,-. - , 30 Men TO 14,-, ­--i-I Tr ­_ - 4 11" � � I . 1/2"' � - - ­_ - - ?I ­­­ ­ il� 4__-, " Rar�� I" " �1' . . - - I I - - - . ­ 12' __­ ­­ ,.- 1"' __ , - '* ­­ - - - 14 IIJ - . - - - , -1 - I ,i�2 - - . L . ,� , - . - 13' - A v P 4W wiow� __ I 1* SEE TABLE 01 FW MAX, K&D, DESIGN LOADS & VAX, PANCL LENGTHS WHEN SPACER f* IS I L)SEE, CORRESPONDiNG ONLY TO ALTERNATE 2W ON SHEET 6 .— I - MAX. 0, S D WXJMLW ANI SPACING FOP C.I; - A' SHOI O* SHEM 6 & 7 uARII CITSICIN = PANEA TAPCON . LAG SCSI`* i FANELVATE � PAMILWATE WOOD RUSIMING PRESSURE RAVI I 6, AM 'ON I rn" I I in I I ) � FEMALE M I � , Pk LIS I— �GAI o,F -,�Km F,I�; I Il� � i ,3� - �1"L — 'I" , ,.- " (ITOX - . - i 3' ­j I , . 1... - I �' - - ; I" - � e, - '.A OiuI - � - 'I �' '- . � . . - __ I IzK_ .-.. . ­ __ ____ i. 1..�"�' � 6 I` 2' . ... ... - - _ 1, . - .�2 - __ 21I � . ._� - I .- . .... � - � ­ - E I, ,It --- " ,12 ,r, --- - is 1/4 - 2* (im", ,,, IS -0, � - � .1 - ' .� I I III. L I � I 1. A� I le, r V- -1 OR 11m 11 I I'v, 6 � I I 0. m . - Sol (e,,TtI 13, I3, 1 i3i 1 I ,,- . - - - ! I- .W Ella,) >­5 -45 P1, - 11' i 13' - I,- - - I Q. - ­ - - � Te fbuneu� I - 75I 11 . , - , I ._ � - � � � __ I's � 1 ij., -.1 - I ­ . __ ,1� _L ­ 14). - I . ,W pOPI - I I � 3 i r I r 11 I !!��- C "I., ,* �W,Ow � - - 6 Ill . 2 � - - . i" 1/2- -1 ­. _. -_ i a III,` �� 6 k "2* I 6 ,/�' - - L, . A IMP) ______ � - . - - .1 - , , � . __ - 11 1 � I"14, 11 1l2 - 1 I 11 "I - .. I 2W (&731�-� t I" ,� -a' . I - - 4 112- � , .I . _ _ I , . 1 1 I ? 1/2, . I -1 � . 7 ,,,`;I�� I - (TOP) - ...- .---. , "TO -S. W� I, ""2- 1 . , or , , XN (907',:%,� 1. � I ­______ Ij . - _____1_ 12 . - _g_ _ ___ I 13 . - - - "s, --- - � � - s `/z � * _60PC low I - 2-r- -F ...... ;i- J-_ I iS;------ - - --I 3--_ . - - - , - isioncij F-­SEE TAOS #1 FOR MAX. A,&D. DESIGN LOADS & WI PANEL LFI`4T4S Vi SPACER 6A IS 1! [ USED. .CORRESPONDING ONLY 10 AiLTERNATE 2W ON SHEET 6 — , -, I _____ . __ xmKE a I a Ai DESIGN LW WxMUm Pmm LIENGTH 40 PSF DR LESS S.-ij. > 40 EESIE TO 50 PSF 61-2, F—.1pps, 10 SO PSI I $'-To" _1 - A MAX. PANEL LENGTHS ARE ONLY YALJO FOR INSTALLATICINS W/ PANEL MATE FEMALE 0 OR, PANEL AILITE PLVS a 1 2 DO ANCHORS & W1 93 s�*EATOI / " 0 ,j � � � k '' A , �. I . 14�^. � . �, 1,)UNS`­�,,�� %, `AA , "� � . - i . � "�__ i , Air `P4 4 1 F167 T: I , "' I i z *' TIE � Ie i � .- - z � - - - z � � ATE M % "o, � ATE OF III WI _C�_ _�', - - - S ' , I , _ I - j, ' 0q,0 ,I-! - - - _ , 4:�, -� ' L� Y'_, " �� '. ,, aq,CiA lL 4e , - . " ,� , , , , 4 � 11 ,�� J' I � � , - , PP __ , _ , 'I - I I , -ii"iii"'o. 'r�.Zo "LliceL I 24 GAGE GALVANIZED STEEL ST0140 PANTL � I, ­-.­­..--­L PPPN . I I �, "' —_ . ___ "N""A IILIECOtii � GLOBAL PROTECTION PRODUCTS. LLCJ " .__­­­___­ Wf-Tm--FW.z0-&-TE56W1mW Cowi4m, .W so 11 -_.W �_ DAW, - — _z- - .—eiree- _,'" fAA1.!zi_ . I ­,0I � rNLSL ,,a!,-,6"- 1�& 1. mii)INI � 20-17r � _r C, WAIII; I — - -;; � ---- P!t',2_!l �!!I! �%,!�, _i�]�Ili i���­,;�--_ - L I .XT174T - I . . . . , &iri 1 . I* W51&U.AnQN Q� __LI EIAIUS F98 5AE Y ANEL `5f';� INTQ--PjgkP,W- 9 JQ -0-RCM E � L 0 Q K STRUCTURE5 1/4"t tkil"T"DIN EMPNc nouino '/�-f -*CON - N� EX= kNCHW 0 a' OC �ONCRFYE OR "W"TIR 0 W N, . E-WINE �/� ' CLONCkM SLI)CK � � , � 'eL COKRETE 9L1`i`)r PEOUPET, ,� lifil"IFIEG , - , � �jl __ � r I � 41 � i ; : L� � I * - 4.2 F . � � -t-;; It __ � I iit' , "f � , ,-r,?"-,--- 'I � __ 'f., � I zt� Wx _=­�g , ,� r___ — __ - -,r':7'_j;l APA I , 1 �01 . I I I I L. �� : 17 � ", : I i [ill' - F_ I � ' , ' �111_1�j 1, � t � r I, � � I " , _. � 9 I* W I � - - 9 i I I S, -I I.- . PARAITI"N' : � my"T"'; I, '5LINSS _� F , L "'n,g &I P f T 11 - I I : I fieff"MI 4 ,0 w; ILSE W In � I I - I .", ,, , 1 � I., - : � � " 't�, EXSUN� P:kkem C Do - , , o6wiirri OR ! CIONCRLIE kor* RINCIATED � � C� LL ,/4'0 Plir�%&in PII ANCHOR 0 12 1/2' Ot ,_f, � �: � - -A4,: "ENG7. TSIH e UI O. S`[Erl �2 . 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' � , EXeSTING POIXI N ,L -, ��41AEI .)# , I � I ,1A CONCFEFW CILLOCA I Rt o"PI I ,� - ,� I I '"I Py 11 . :ZM4 ... � I �!L_� - - -1 � , I 114,4 Poift"ATE �,� 7 - , � - 7 � .Cm0Q (SEYCK) . ,iEL WAU_kQUnNQ1 SCALE 3,16-s* r,,�"_ ­­�, 7 ,� � ��i ns`­,A-�, 1 . e 'i, k � . ,i, : , ,,, AA,C1 � . - *� ,- * � . - . .- ,lk STATE Cll_�- ,- S­1 <_ ­ � " II I __1 " ::!�,- "z 0, R 1�) ", - � , 'e � __­, , Zp -_ , , '1111I 11�00.4 �_ , , 'No". FPILI . _ ..- . - FE W"lle-emil.'r FLORIDA BUILDING CODE f 'Non,HIgh Welocitz Hurricane Zone ,�,, "'t.", I 24 GkGf GALVANIZED STEEL SIM PANEL I " , " I_ --..--,- i Veini W , In,_V/2-m L i E C 0 , IM C. �, IGLOBAL PROTECTION PRODUCTS, LLC J WT ,,4 A g;.--."�.ryWA,; 1 NNO ,i. 11 r"I A, - ___ �- — �, r_ 3WI. �_ ___ N;3= I 'XIN - -1.1 ! .`0,_ ($%.*"-,!$-$ - 'ICH165I 1 20-175 - � - - � ---------- r-, �c - ."`4.,L, .1 - F-1 LTO � , 't I� -_ ? .1 I 1- �T!� �­, r--.- - � � . �_._ .. _=4 I �___­ . OF IN _ __ ­_ _____ - - ___ ___ - __ __ - - ____ - ____ __ - - - - - ___ . � - . � ____ ___ , I � MAXIMUM-A.$=.-Q.-]>E5J.PR--eg-5.V-RE-.-RATIN,"..I,f�)-AN.D _ _.URR� 9,KQWC�_ MAXIMU14 ANC DR-SPACINa _2011AUIL L . 5-F, FQR-REQUIAR--U=9-�eO-f,L-f-LnIALLkT!-QN� .M_Q_ 0>NMIL._*_,Q,0NQRUE PLOCK STRUCTURES WAI-1L, LNLY ,-DR ��A,�4EL,-�D�N'�T,kL..i�:7�C)-i- A' ��- LT !�,-I,-Ic - _ j T,,��3 ,- IS 4 & -, � - � � UN 1,HImr E� -,---,--T---, LA ATF A, S N OL IiXN PIEVVDILIFTE I RA " " .R,.-- WovITI Q<_.3TTN SPAC.Nc "CIN WIN E E. LrA %�<Dklilf SIELCor T, __ - ­1 ___ __ � I" '" ­ __ - ____ ______ - ,'�_'�', - ---.. 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I ONOR 0 9* -\/"" AW i � I I I - � � I I 11 I12 l i r � ! z -,j,� Virtual Review Assist, Inc. � � i �L . __ I I _ "4 � , -, 10' � j�14' i I 4*EEESTETgiIC -:� I:�_, ' l L - - - � T'I.PN14R.eview completed and approved I . i i � I I ­­­ I ­ L I I M" I . 1. � --- __ I r � ! � I ; � � i I., I I I 2* , ce with the 2020 FBC 7th Edition i � F r I ,,,, ; i I — -Im I ; I �_.' � �, � m, I � I 4 I—- . I , : !by Debra Anne Klahr PX2300 - � I. I - ib_:� . __ I, , � � ("', ldl�' � I � � T.-L, I I � IL, � I � :� I �","IXC,, I " ; i - ; I"'A­ . t ­ � F", - IS T .1 v, r CIAS5 !! � � I .�`..:` I f I I __" L rrr ", � ; .. I � I 0,% t4* nee, I ,>W. TW " -4) � i 1 1 9 C Of I I z`AG .. 11 L t - . I �. ! 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SCALE 3�111 -I' � * ..� ­` I 0*,e`I ,� � . , , . , , , . , , 'L \� / � I I N=. , � , , , � � � I : ., 3 :, '441 . - 2 * �m E FLORIDA BUILDING CODE 4NI Wgh VeiacT ty Kitficane Zone) I%= . . i i IN57IFILAT-CIN ARC C�%.y TTALXi rtm II A s�,, * � - I . . , :i : %,j�,.. STATE T._ .2Fnc m ­ 24 GAGE MVIANIZED STEEL SIM PANEL - - - __ ____ I i W��N PRESSURE WINGIS, �PIJ) ANO TPANIF�_ .ij44 , f _ - " . "I" ___, 'o' S, qi,. �"`I �.,,,­II­ 11"Z . - -- ,T� 11LIECOm, 1 GLOBAL PROTECTION PRODUCTS, ". '"'Y""'" CAIF LENC71III5 AS PER ELEVATION Oil SHEET 11 f " 2 FICR i WOOLD FRAME CDWSlTRMCTCN WOOD I , _� §'. __ �, I* .. , " i , "ONAL. `i!W ,4,_., TRIP All & gimeetmim; cow- AWID SA, III 4"Wic, W&T.."t IN U, Imi, � MOW ft ... o0q, ft� "I,. ILI MEMBERS �0 RE SCRITHERN PINE Nc Z W/ SPECIrk "NANninill.", ." - itlill-,WI - m" -1- I C1W4&-)W. f. le-Immi 20- I 75 iDEF16ay OF L Sit OR POLIAL ., I __ �.. � - - ,,I. ___f____r4= 1. 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Ij Tw a A", a I . .. . N 1 r I ", I _ R �Af 1 +"-l-A jj II l,I . t=.-..-. _ ��-e - _ t, i + ....t 4f , -�---t - ' - - -4.. i r I . 4 . t I -J�_ ! �J- m_i ._'_i_! J?_L _i i-,<�?_ ,_'1 .:_J_L -1 =I- ' ' - - , �- - -- T _ - -- - - _ - - - -- .k, iF, �. - W- s ) JU.' k"I.- if. • _ AV 5O .(Sigh '-, 4 A. [a. r"_ E2+'x 2" IN; - EZI 8. Ezial TYPICAL ELEVATION F'OR �$ERIES 2000 E-Z HANG STORM PANEL. 1 _ SYSTEM M Mite0 ZIEWA is ENGINEERING EXPRESS' PRODUCT EVALUATION REPCIRT Seplembei 15. 2020 Application Nur2 I7fl 1 - R2 EX, Project Number 2D-31543 IlrodoCt Ma ti racturil All American Shunters AW Glass Manufacturer Ardidum 1540 Donna Road West Pawn Beech FL 3UO9 Product Name 6 r) "stip'DGn 24ga GatuarnzeA Steel Storm Pare Large kAlssafe Impact Resistant Scope of Evaluation: This Product Evaluation Report Is being Issued In accnrdarine with tiro fecTlarefroarats Fall th, Flof ida DapanmefiN nl Bris8rlaSs era'! Professional Regulation (FI)rWa BLRkaOg CorruTT3s'taanl Rule Chapter 61 F A C .tor a acce a r r M thod H tl The product noted Ovate has Dean G2t}3 005. stlafewid raa b ) p pre f le led and;or {rval7alatl as surr3nTair2W hereon to show eonlpkRnce 1rerll the FkSrAds Building Corte Seventh Edafon (2020) and Is. far tha purp rse Intended at least equivalent to that requital bil the I lde I'le Re-evaluation of teas product shall be r tlhred intNRrvin 1T3rxrM Florida Building;Cade rtudi6wdontt . p tell 9 pin now s. Substantiating Data: • PROODIUcLLVALUAMON DOCUMENTS _ EX dra D-31543 Ud -2 a Galvar ed Steel Srorrn Panels hlvil 8r FvW-HVHZ sr'Hlets T 5 wwg Ci tNl All tz t ) prepared by EngirAeering Express signed S sealed try Frank E ennWdo. P E no On integtra part Or this Evaluation Repod . TESTT REAR S Uniform static structural performance has been ieste l in accodance with TA S 202 test standards pea test f 1 d s iF6T-ASG-i AO &xinwalar Testing Inc Mlo () by n9 Large rin vie, tro aact resistance and cyclic loading performance has been tested in accordance with TA,S 201 and TAS 203 test standards par test rapon(s} ir8T-ASG-17-001 la}r Gdacklvatst Testing. Inc ItS CTURAL ENOINEEMNO CALCULATIONS Structural englnneararig i,`.akfulabons have been prepared which evaWBte the product bsSa'c or, coroperal anther rawanal anelysis to quality the tolkrwlrg design nx4efta t. k4azirou rl Allowable Spans 2 Minimum AB Pwable Spain 3 f hMnxam Glass StUm soon 4 Afutrx S�.ing 160 SW 12`- Avfil SUITE 106, DEERFIELD ®IACH, f;.DAlDA 33442 (954)354 0660 1(866) 306-9999 TL A"46E NG INFf RIH4 En ARES b,Cc" E"G;NEEATN;E,I lSS CON H- r++i I, to.J :�zM rrPc kHRWK _III...r /� _-?j / - 1 x�` -.e I, 4 wi A �% --1 / x• -, , =n c.n: ..! V " r. i, '. /rT-. Y -I _ J L iiY (. ,<i, • � y a -, r. r r Y a . :- . w ..J. K'-t, w r t 4'L-. ry ,T, L'• T.C.-Y:JR, C. l fAt 1 N T ' ✓`"( n: 1' - �'."YF ":i ., IT u.: ' ¢9 ry C4i.L1 N _f�,c- r.IM.YI RkUI- r1 W0404;=• A• E163. -. -^.-4'11FA ••r{'e4ilY a,R W,-. .,Rw, W:r NIN F" AllT , NE INS AL'. "I AS " -AI, , . - tic mJ L a. 'rJ.l C r r Ar A - - .,-_ pl� L 4, M 'AL �;N INL 'E a N r r -Irrw,' T I- r,P 1I IMA."_ Ht I. ,l,:t!l,"a= , ( F C kl rN r PII r Nn F as n ',r.r .. L J f r a y, , A A4 a 4 U F;r .:- ry it 111 +a` V IIIUAI;ul i r I s L N 'Tr ?T r V _410 rl ,', r 1, FF+ _ E i - AN, r N" I" I li --,A-, Z - L It :PE,; If -i.Y A ?l ArHi �C.. A( 7;t F- '.ice - 44157 '- IFT.0..1 _ T IL ECt eME TE c, T y. j 'is l'al . a 'I �'ei iTMl,a r eta Ha�6 _ I i�A�cOwp: 1 w,n ] .Yty Mw e t _ Rs_,V Ti _..,- fi+c.ili s 0,11 i r F 14.wJ .K. r +. t67 BUILDfNG CODE (Non yiq Vaiccify HL,rncare Zo'cs 74 GAGf GAEVANIZED STEEL 51057w PANEL I ORAL PROTECTION PRODUCTS, LCn '-PtIa I Al .a lI '.rree-s•,,". j ?U - try I'�LfP�- - '9 L ",!G11"'Q FE IIi Ti_= Past. ill \II \met can tihullun and Glass -'_eta tra{4an!r.d Sit -el tihwm Panels No 33% increase in allowable stress has been used In the design of this product Separation fr is n (squired if r i Calla o"S Dal R cif ra and an 1 es pa act Fain glazing not a lls t tsN1 wr J zone 4 ass t al 1acd43 impact Resistance. Large Inapecl Resistance has been demenstraled as evedafTt,ed in previously lolled test fapen(s1. and TO accounted (Fat in flee angyrlaenng design Williams product Wind Load Resistance TTas product has been oe6X3ned to tesHit what roads as Indicated in the span scnedUlelsl on the escecave ProductEvaltallon pacur eM fie "nearing drawings Installation This product shall be installed in Ill compliance with Es reape live Product EvaWatort Lbcunrent L+ s emsnear ng drawing). along with Re Gompenerds noted therein Product components shall be, of the nsatena! FpeC fled In that ploductb tespill Prpducr Evalttal,on Downtrend (i.a eoginellsng drawing) Limitations & Conditions of Use: Use of lies Ixpduct shall be in strict accordance with that, respective Ptoduet Evaluation C ocurneni It e- M1 drawing) re a Heel d aw as Holed herein n � n9 ng 1 All supporting host structures shall be designed to resist &A auf2eomposed hods and shad be of a malanal kited in this product's respective anchor schedule. Host structure conditions which are not accounted for ei 's r e an s le Oak - - 1 nee ( F Fan a ite-s fi,• basis Ie isier'ed IDEA pra3'duct es13"C)N E'flDr ctladu. sIl � ties g i o 6 paCX , b DNf O ST PoEAS'annal engineer r n 6 b e n. n 'n n and Ali Components with ale ma inslased sea tx Dtected against car 2s o co terra silo a d pO pre antlV p ag Mier such damage at a i antes This product has been designed for use wfitfin and outside the High VebertY Humeane Zone (HVHZ; R ;Pr alone pN L _�"_ w!_ tr Frame Bennardo. PF: ENGINEERING EXPRESSs' OPFIAA(YC149 ',('cri Aui6 91l 160 SW 12" AYEI S'TTE 106. Of ERR!Llo Ell H, FioRlDi 33442 (954) 354-0660 ; (8"6 396-9999 TtAH46fNr.!-Et RiNGE-.,PAfss. Co. ENGINEERINGE,PRESS. CO". - nLI.LL L-11 -r I':._W yL x ,� /Z I ,,...., / / "I / rc �Nei+v - I T- TO-7m h v. .R. - Ai n IT A r . r- I • �� r. i. D r�1 J�,ft- `? _J-� 4­:- ) 7 at a J. f I ..:rr J.. CH F .Nr- H':7. - :�� fir__ }a 11 3C h a �. _ W1 ;TlJ.'r .. v kwKlly KIITIOMref;.:.aa'rW1LROUf1r 3-RIaN I _ nr aD .-- _- / `C} ,e,u .1O -1:•, -, v: G. P n se E., y'n N,..3,-1wC /- ,a i.. i N :E 'T' t IIw10-1RM,1.1I I:,.,NII1 10-1-11., I I:,.,. I'll r uLF N r` , 1 tin: [It ��M,?)�,­. 1.0 ia' ; Hl tie e - F / " I, n ", ,Y'r,Y-1Ml+rI + ,I,']!<Y'Y F®,r11 117 7/ -. X 44rl4N•i r C 09Jrttf0 " .^ "` x,•1 if d N k� ■ A EatIll I i t `� ,.;,r - g ■ 'a If - or 1 S "Q N l . W $ War A, v 0 1A 0 In III ar Ii ��.021 j _ ` ~ N ARE^ 4.< o >s I o � � w N I w S .. W 4 II; �- Il fi CIS G" INSTALLATION 1NT0 POUR 0 C NCRET Q EU ..DLO K.. N __WQ44Q,I2.,..,.a RVQ I j ` L - j... <'"I Tw , cfl coil-Rl T LP c+_+ I M+C-AICIFF a ,2*0C. f,14104 ;< ill I----- ---r i i 1 1",-. AI' - - I'la'" MET .,T -, -.. 'xw✓ •{.A.%`_R I. - _ f . wFe ,FM �Al _. _-8 a 12' r _ W.. O W.a Tak'$ti l' - L. _ F:TREN R +' fTGV �, r 2 4:r .- aI� " " .� " °'"�*Cm3 I . g, I 9 5., E r I11 r. x, A. [, FN lT 3 P 4 �� iF n id 1 r SAC. - I�II S,JJF. L, EPdr N I„I,a;+;'' I: V'- AF4A IN,11�y, _t N r' ` ]p k,"i r ,:'. N .1.. µ N -.r A w=..Y S ftAS-rFr .,,0-...,. FI tl F II A.+_ - n IlN1°YIIU IF': Ir IF l k a.:x , 6 i A L - » "r 11 r r r S S ' I, ElT 'AEH r^�.. sr id...,.,. V - .OF. -11 vnr 'I III W f u' ra "', Il �R r J + 1 t t L `S l 1 y-. fl 'AH '.. ._?", _� tip=- ... ':: 1 1 I. Zs IF ,L,� , JT C,' '_ . r-2 t a P i t I i . , NZ I.: - L V I t ji --_ o:icar,�._._ EL 2. IR,IL I IT ail y sT,1 F7Fl9' a .- r Nrtttl I ,du I F 1T _ �NL P'f I F ,ry . . W211w,1. INIOUNTING WALL .KMTII-'1C2 :.Ale 3/:.,,. _`':A,LE 318='- I Ill 5A'_-A ,1,)t+ LI?L ;ire-, ,-IQ- ,l1 - - ^L / iF' ,. Pl (SATIN(: + 44af e= a,-J^., M-0 PAN . / TF E L C I :. r JP NEW 'A'G f FAIVL a t a Ll c.xe0.":S 1^ E furrl N ^Ia '-,-.- O NP3TT CIF f X _ DE. _ C -. L4a. t gI l„....,.,._____-,__,.___--_-_ ___ _------- ---_ ,- -_._ "--_____- ._.._. - f l >.,11 1-1 .��' _ f.:-.p'' A H -1'si_ '%K iNc= Wfl Ve'r H'.. cc i. , 7 till„ - 4Af3AGE =t1'.-A 'IZEJ 51EEL S70RY (-NEL I _ T * * - _'-. -_- ice_. __-- ' ` IiLIE C OF. c �LG�AI PROTECTION PRODUCTS. L1C.� _:..1. " -Z -7 a G A C ME4 aW C ' � I �" �, n,',r� �-T}-- - '- nlAlti: Ee,11.Ae ,. IF IE 6'-ri iJ TRIP, ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE ,«,' -_ DESIGN PRESSURES: '' ' 24ga GALVANIZED STEEL STORM PANELS (HVF'Z �l NON HVHZ ) I'', �t` -yam' -- - - - -- - - - - r -_ - - - _. - '.---'�-. :'2ClT1=Tj N DE',I +N I I Cx FG ILL- _ DESIGN NOTES: � le, _ o ,r NIlIT I"UNIJMI- l'J'*Ilitc AND NEGATIVE DESIGM PPESSklkf ALll Ell k e[ E,:F E ASTT}1 iMIS �••ST FM Ha11 n- 3ETE0.#INEG ref! _...-, rPE0.F IL,,[ANH ."t Ahlf__� C 'SEPARATE EN GINDEPING Ift A COPLIANrT WITH THE a�G � u 'GTIYFRN]M':, r;Cl{M1FA FREIGSVIEf REt7UIRFMENTS A-' crt t' 1 .'hi {, oJFlPV U TERMIN'ED 1N [r,,,.'::C'IIDANCE WI'ill NS•L'E Nowt] CHA1JE-R ,x xP; 4-1 ra,Fl,Z'I I - tar7') 'Jf live f'LS.�RI FDA 911i1D1eY- CCX,E SHALL EE L£�. THAN WIU 0 5E,.'T?CNs SC EGVAI. TO TI iE N'Tr,1T I'VE 'rP NEI!4ITilt LES;aN ,->.r _, �p .rW-._-.__ _V.'a,__ _,__.__, "ITT $Lill I r' I ICH PPEC,;r'RF CAPAC:P?' vA1.UE4 LF rKi HFaE"fa II& AN, @ W rI 7'.",..IC -. - -I W7_t WC H a;n cam.. Ac:"FMEE:r' AS SNUt+!i A l(a} J fl/ wN�YNJi FA EPf "J C y emu. E si:' `;�'e:` OEN ERAL NOTES 3 WG 1� �. N 027 4 - 8Et1.-a J a. HF- E [AT'. iN .'ial � I rCINA Es, H A. ..EN Cr 3lG I i` SH=a 4E f,i .I f-C W 1 r1 P n NTM ++P A3 I A ,CORM Eor ml, THE REQJI E E._ THE uTSI E OF TliDWG 0?DE W r _ � - jIIII1I, .E„E"TM E WTIGN 2 2P:r' e0P USE i tl j G AND CU-T I A L r E-T PTA � � P'- I �' r:AN ��:( t� 0 �-�-} S I -}-- I &ND CO 202 ANn:0a TFSr.R G, ]I . ICrE RMENUP "ALL klsy TF ' Z f• ,T 1 • III tMp CCVIF1'INTDAL lDC 41 NJ11hiNG •�bf8 EN[At (3. _ w,'HI._N Net ~ AM, DMTGN ci!T-FRI+r ?flt.4 • -1 ' T TEL F l oAl • xnr In 1 i _ AC 'TT',NALinE SPE aif rALF� t Sk E'R.. - +I � ` j l i 11 E 401 : 3C INCREASE la ALLO• AE 5`a ESS R - FEN t5En IN 1. 1, •71 - I! I r _SILAN a THIS SASTEN ME AP;:HTN< TIE NGNEl'If doTbER vwa7--T ' ! !I 1 t ` 4I ., S'JFEPS'P,,rUPl"4rHJA'ilcH _S ES »75 SEDS AL -at ES'C"iSHLt 0 .. I "1 + ` EOP TH. IN Tra+PIT, CF ALL SUP -Al -RFA[!*,� - rH I WAJ ,VHf(H .: .� - - I` I 5aTA1E 6f t COiDINAtED eY THE PER MTT i% CTT"Fra f�. d b{ aP' S I4 .L6 a7 r �yHAF,L. IN EDut fE pqF�, ?' ` E „ CP4CIT TO DMATI' MON LO.M . l;P-foG#! OR ar3 colil rn HC i'C+x NtCv all f �" '.I PETS ,cONTA+.T TN.L•ENG7 Hr FR F:,IA AL7I RaATT _•-Pace r,IL6,"ifLAn-ro A,b �f t RE ALS--' ` "`--•----n- r<Ar 6r R uiPesn y,l -1 CT1 rraE �' �_ , �'DI, I .•-- 'S 'r, SYS m c rT rc l_An 'S eel.E'.[ +nG OCES Nil pi::'NaC yJ 4 +;_., I" �-.t. n19JkM.T1GN EUM . SPEUI sere. r0. iIIE CLII.Q rlON's Y, Fff_kB HIGH Eli � ry a I.r TH€CONDMONS D€Tn16€D n€FEIH AUCEN:€C EPIGINEEROR;Erri.`TE994D "1.' 'CC ,ie,Y BE Ar _ _ - m,P4Htr NZ sHAlb PNOT SITE SiPEI_IP,_ f,ix-fNfs'00llK 14 I Lr" - rIt IIJVliCrJCN \'fTTt'e'MS a _UiaENT g a'I 1 TYPICAL VERTICAL MOUNT ELEVATION 5 bEEOSDWICEOOrAL5SAAE7,FAI.F 6.xP Nf�iN'JN E EE' AX= , FHes:i71WE6 DWI CEO ax A a.s 5As[Tw rryrla6 Z " AI rAar211[wa''I. k'Ill OREA'lMt ZCkAtt`,iNt M: Y•GrrC• 4i �, N"'� -�- ECfb'r,ti ?h Ci7Cf ERp 66E. f+tb i" EPYEN9 'tiM 4Ll eE IADMBL'M FIAT Dry ^IYEWa'i f Z y y LY'Rfl,X40N•RE$I.�TAN'FM-riftAL.own S,4lll r'.;'�WILY040H "5FE[3fi1.-A'1CW= EEF--- PoR PLIMMUMSTRILlIeFFS SrcrtdN].3 al THE a1SNIN V^-f .4iSCY_IAr!pN. - � "r ? i ,4l A A,NV+PPLI'A&F rEtiFRAt STATE A4C.IGf+L?A fir, A' TOP rill' Rr+ PA 3 ,N-N 0 A- Si"� »rtl.a"hi.l4E f,.A rPL I S L A 2 N PAN. 1- '3 MT _ _La Qi { 7v t O r.S M1L .CN q 5 ,lam"' ALC1 '•U^ F A h:f 10 I Coil ITIl t -5NL wl L.1i 3L V 1 I Ev- u!@ c HG I W G AT,P8417) 2c a 1'Te1 M rA ta» 5nA O s-TE -our Ur. -- �-_"-TR_-'To,, uJ J Lx a €Aa I,r Hell g !NEE t I I T-V rk,n..E. j ✓.6 ClIf t• Er.Mds rM aL >oTN : € .3e d �r.� `f i0 T'CN CICTITL VMIEL: MAY III NC411TEi VERTCAyl 'h is Nr ;rRUDNrau Pvuc sLE Q 6H RETEa CN]R%fh, D EREi4 act E- [BLUE[ It I 1 l'f SICK - RA XED CONCREtE ONLY INSTALL 41 C`aFRE. Aff FK115 TER A- T, P T Yt.K LRFAS ._<7HMENf:A 1 N t , @ ; •i L I III ` I i A} THE 6�NTPACroR [b kESPG Teti' T.,r ,r,A § PW-:'LL I I I j I TNBE. FRO N L't.,<r,IniLAR MA En7A T] P0. TN: EL rtd tSK 11 - t� cd �LL - 11 - it t I R, - _ - `4G1r1HHi SEAL 41i HERE O',ALIDAfEP .d;A71JAA, DFIE1irl a5 I F i I .: 4_ri JNLr USE Ui ISS II:`IL TIJN TRACTOP--1,!l I' f 1 ' 1 L _ .YETI s: r; mpr ,p:.:-, eR , � ' NCB It F1r32 SA,'E[.'APMi24 'NI ?1viN Jt F4P aL '41 Dy,1a: ;5 C. i 1 I 14 N I T N- 2 ''A WB fI EG, L IN a A T1014. 6 Et,S € L .N A-Il A 001. jj I i `'T L fF `I _ if" rA r r-r n - ERIIJ,T1 �» SV:. ERKT74i & 4 era k 'SE OND nIA•Tr III IIOv I yT E fa,I1 F7T,v IS ALINE'SCR av tiCAL T4 -PS F£C Lr_, re rRUha. +�k aCCN=E 9]C✓IATSD i5 rye THIS PtlRn C[[{I_ RE'. +:1 I5 eI.rPT.,s exParsl','PR,IVI:.ec"1 eR.rirl le-: •nmr,AL j / V I y LLEHTIRIAT1C'N1' P 1FF 3Rlltl`l e+ARE INTENDED I■tl■1 d I6. A+TeRaT16t15 11111111115 CrF+;1TH�.RAR,✓[Nsa ,`.)Telly i'Cr['bMRf* a �7 §p " _ _ L _.. JL_ _ ! _L_=. l M_ iPr. N+]r rr PY,ITTEG AHCi rNFV+'+illi AT! TnrS ""`TIP!'_--Pl'+ii ■i iL !t r l Lof sz .E P,NEI.; SIIA41fl PE'RFtA"E,NTL IAFkt 6R'INrrrHAfllR2MJN Flr;,A6EL Y Ci(:'7T'7M MOUNT COA, .ER EVER ill rEE L,,TANNIN nt Fakl,:P,,Rll;;wN R-i cw !1 x -SPAyy BE :rev Ef 189E AS GLC1 C i (T'd"TPW, T, Nf) ALL I. P.I'M 4f SHI,ET'r ER mllY 1 LM1. u:<.' Do _ vT NAIM BEA H Fl t r. W+Er l i Ar EL MAY 9E Pd4T MI''L. 5 0.E(2Ldl "+EC 1 3r :LY1 W. y G 7T H F Rion lAcCnn T IPPA l' L ive n€ER F GYJI04 ill Wirr11MN1iiR11A/K FE, 7+i LN1TN 3'r•L.7HFPFg. -=a �," �._ .-..,. - .._,...�.,��, I A aJ D T IAT Eft AnrrteHS Ari? nrasRr T5 FA TENEL' 0 "` 20 3T543 oATI lcI' Llvest I y"l rl C -,FAN Il e:F eaNaaa NEaettvl' ealruR:?Ic'N- APvacPPlalE+sfaNv L_+ VISIT ECALCI0/31513 a s EM VERTICAL MOUNT ELEVATION "'"r-'' NOTCHED PANELS - r,I ri 5 of aA•a�LLY4 .,EN wx € r 1 N T y. ELVAT11:YI tiK - 11 ALLOWABLE PANEL SPAN e,C GLASS SEPARATION H SE ION SCHEDULE: ULt' 4: l , I.,. . ,. , , C , .. I i. , ... A k .iNA N F.-1 d, n on, ,,I 1, 1r. .t ,IfI WI 4'. I � ,I 1, i, . .I. -- _ AF$ _NOTES: SPAN SCHEDULE r I. E r n a, F 9 L F F F iN F F,a t r, ,. k F ! F+' A r I, d C' J{ 1 L IL. A:. F YII - A c IN.'er' ,n II it r� I1I c - 4 { 4 r I f rf':"I e N Y F11 r F I C I: h I tl 1 i A M �" T N N , 0 N w E a +F. F.m cIF r,Fa Aa T h 1, J ,IF' j a L A,'1Cr I ADPS I 7IRIIILr € ,+EAN 7NfL t'i wFi f- r � A CIFIT',Bf E.1 r f.',.:',_ , - E,,,,-EF. nib I GLASS SEPARATION NOTES: Iv M- M t .. wt E _ An Y ra,yY R- E- ! SC EF ,LE FEZ'J' E z l E [ P,L FI_ BF J,_EI L" _C \,.1- i air4 l JII E- r iz h r 7 e _.E + r1PT[E i ivFlrI N€ t r r,e RrE t EDUIF I•'( f+EXIREr 1,. Inc 11, SEPAPA _ rR='t, 'F -ETE] N`FgL4RED JFW J u-,A KNIMUM ALLOWABLE SPAN SCHEDULE (ALL r ".r TOP MOUNT _11 I , , - - -.2� .TIE a ♦ r 1 I.., z I { t, -1 . -: � I I , - �1 - D - -{ _ - t r" _ : . 5 11 N Z f -- -L. A l �- ;e Q g - } � T 3 ,T,:n I } V", �i-� ?I? .. r - a<ava _�- _fit - .. - _ �'4 I _ _-_ :.._.s--.._W _." ..r } -, _'.,.. LI4 P. . lA..+ M '4 II -1 del" e ?.. „ i eSd :I S .'k r,` .Y1' L 524 "I - - ..:M � 1 - vac... - a P �' f ,1 e .. A l a 519` i .-,"x }r A - i1J A' ' r, 5 " 14 4 { I h 4 *') "_, ojy'i'1i7NAL INTER ,P F,4_,F N?f'JG f:lE7AIL (,I f 1. S, ` .- P, :1 �j l , !- QU 2sJ m z 3 w* N C Qt w pp O E' - -, I i.n a Z r_ . aIII, IFT . - tic In o C I IF - € _< Ln s - v- i I Z" <L , v - c`: j I rWi L3.1 a, RLC axNEl I -r r <S I ! _ a� Ili j I - , 1 '' qg I -1f, I/� ilk?:. E r �;_ I 1 4 t.j, ie . I_ l / / M'E� =s 1 , / IP�=��T .i11 - w•,yIyIN - o e ir u ■Awrar.rx I 20.31543 /,� EGRESS PANEL DETAIL IT �N9 ___ __ fJPTIGTiJAL iNT)RIOR ereSIl': Ntlafr; /l . ,lei �'E 2 zYJ' I'� 2 S, 2 250" rA•_._ ., p(G'Se_" 1 4 -nA60" y1w..uua ." D,OWi'• zi oi" R D.75n' pp tt�U11 E $ i � r car u.L-t 6251 e �y I.O. L!", -'�" $$ a 125" c' la GSA R Z4 „ �F O94' rTi .D95" 'Q 1 's7.i2[I• �, TYP" TYF TYo O94" rR i3u2' r, -fi L.3I. 93D' 193n' qE�. U.06x' 1.� �' �es. �, t .�.�a.D6 .375' 1ID6Z` �S �n 0.125' , w }- -i 35 _I AIr)" -I I.OLYi'�- %V p62" -••� z'�nD• 1-- --i 2cool rrP 2,17D0 It }if -I 2420' � - lisfil - § 12i- � 'i tale, z •N' loEa (•`�1f ifAaea ' alN4+-el:r V HOMER ('>' - 6,1'3•"rrul DLOS@LE s�' ' `m' 'E RE I 5 �, 3.38(!" MAN 31 •ry 4.376'-0.413" U. S . C7' N G� y 1 LC 156U 7.5 510 0, 165' (477(6 qi ' 0375" rr3gq)�2 gp a0� g I6.E15 §' 013 '""''�� Dks•` J'' , ,�0.5SC' p 350" L 007"-0'33' d I L� I2.500' PANEL COVERAGE I_� tl.179' �-'jl 0 '_ � .fib' Ida 14,875' PANEL LENGT 4'r. '• W E11.545 0.5 4.151w D.250' �'11' a'I kl ,e I it r0L i+GtFSTtU4 - r ��_ IP T- O,M- T- D ND -�� Af1 „ F- .215D e5 3n5'If` ITP-..Ii.- TYP I.DaQ:�doSd`�•"v'•w n.2,5a4135 to T n.090' '' oli.r V i14D-oUr Y Tatl( FF� 11 0 �_ a 4lkualr 6�y3Jg5¢7'�T J U 375'-'1 t`' ®1li+FSS° L " L ' - I (Li9c. F- Y Z a. 1 .'TaTo i^ ,.r 14 -P ,a�� 1. d - -- - - aAECT gr pC " li Va ,4. VY {q� y u i--S.Dn6D.125"•'``'••••.- Reval+En 3 G RITE-r:.'"Y•4:i.S ryj+ 1�$l,LI n.. L�^.xr UU A.'1' AWDIIE'. - WAr,, (R.(.IENI ' 51 .E'�r}j� A ;IIQji ''I i HARD• ��� J'''' c rcal-[a.c aHIi,I iA g 87L, .« y L -'7l'FR LAP e '� `)r r ♦ ,.;�'" • n l4 r'�-,75" wile ," L \,- ✓ MP% 40taentr5.,9+ADN! lETA1L A 0.1 P, ,• - c= x k+c 'G11 \ /' %�• zi' MAX, � . wT E= - EV.l9-fllR 3T 7...n-r. .u...1 r-M✓. n' W reel. acre 3 A E r I r+R.v *u +r D'I ST MC 1.�) wr! M(UMi.r, Nr 1., .'.1 1- �-P, n,r+nl. rvrr = JJ 4'..., D J �y' ` `. I` `�`. ��� iJQ ``�, - II e.rc...�z,i��- L-,i[_ ,- o, at n..ct. F@EDyi • , ter - . _1t t2=-ill-, .i r:aroe vi_c :Y4Rl/1 A'. iL' I.Dt)d' .. _ Ia ,.r-_ ., YcOVERLAP - 3.e2D`�/ MRx �`z ::S' MAR f1 rNtnnRUIN, yi �i._:-�-J i//yV nT5 t• [ +, r � .-a 1� M 1N r, va s --4u- d.570 ��� V• W: .a t, �_. MA%. J.l MiN I pm. - y-_ F' Ti,ei a4T Y'" 6 ' I .,:V_kNEAYxrH1t9t DFf•il EMBED' x- riari.-,a� ..I__ 110 Qa} EE// x1s LFITIE ANCHOR SPACING SCHEDULE: 24 .A:UGE PANELS. P411EL FASTENERS A C2 S' G C 2,3- tom[ DESTANCE •... F PIA. 043=4 Alrc"ol ►Rl6aMRt NI up 1 0'-4' sem 01 TO V e SM,. uF r -Ir COMA TY►E .ir[i TYOF OOIIM lint •� TYPO PN ..] C2 L3 r4 L [a 4 L A 1 .1 C[ c3 G J 12.5' lfiW I. 44 It 5" 75.t}" 102' Ca' IT. 15. 4l 3 F,C+ 1 tT:w[tlI N . �-' 125' 16a IL g a 1 5 1 6A a i,5' 127 Spl._1.1.11� 4 t - 'I 12.5 160 IR b,a #k s" F6 tY 0-0. S.4 175 6.l- 5." F.t-.,.....�- . 72 S' l a,3 6-1 i "fail k S ED" 3.4' MS`t s4" 12 5' 16 &1' S. 12 5 16.0 61: 5 12Ill 5 1 )3 F2 V t 16C ti.2•'i6+r 125 Y50 16A LE,a"' 165'1 lire #a." T c�rr Rt rr5.son 31 ,,I 12.5• a a3 1 S' 2 Saa l 1 .Ili' S2 tC1 n 5.6 .a • C' 1.. 6L7'lili It 17-774- 11.8 4,f" S Sis es' lxT' Sda i d 3 14 ,9' 12 s A F l'12.5' u R 4s Ix s1A it9 "•5x 4 as ICE 119' Ar 1A.5 34,0 11 8 SI 1 S1 N 1II e.3T ' 3 .r . r5Sl+In SO .1 12 Y 160" 36 SJ #2 S' aO-B 1} 1 S1 4" 12. T' 16a MET` Ill 123-' MCI 126 iO.N" 125' I6.0 1Ps la 7" 135- ids 156, 133 125 160" 125. 106" 12 S' 16U"it S'106" If pF' s± I s' fa v' 144•' i2 3' Ix. tail' 12.E LB.a" lacer' la�D• iz s' lrs.a' 12.5' 160 Ft R ia6 125 1n,0 aLs 10.6' L„5 16.0 115 1J.6 �='<� rz '1 31 J 1t T' laid 60' Tito,123 161 EA.I i- 123 Ia O'160' 326 '• 11 A .1 ri f 2.S' 16C a.Y 14"1 i '- Y4,6 1S7 f" 12.4" I6. P' f4a It 12 T' IOC Mull,'a #23 sr❑ ISS' fl"' 12 S. 1a O'133"Ii t' se 71C 52 1 2 T' 16. 1 •.O' T is d 1Z-5 1 CA 15. 5 1.2' 1?.S" 16.0 IS 5' ll 2' )2 1A. T' 16'e" ISS^ 312" !is" 160•' 1s,5` lie •• 1z.S' 2.5' ®GE D(STAM�v,s 1LJA-LNOtD 1'. 6.25' IUi'" 515" 7I h2S' it as 4.25' 1' 52 6.2T' 6.6' 2 O.., Ire. r-,1.-,N:r ,: r1 12V, '.0- 6-5"' 67' €x5" Il Y 625" ,rmrl.JlA 8 Z3" 9 3" 6 23" 11 r^ Eti` 93" 62S" asa2T' {�..�S26.24' 10.R' a.25' a3" 625" q---.IS 5. YS" 43- 5,2 „r r.- _+ Il 12.T' 1d y' ]Y.1 123' S1A 5.2 30" 6Z." TrW 3,s TAPa" ♦ 1 L2,5' 15.6 6p" Eta 52 S 79.FI 4 .V 6,25" 2 12.3•' 133" }, 1'" l�a O2 11.1 ..I G' 02S" Ip 4F 4p"- A .6 rr,__r,,..I.�� 51 U- �� n 5' 12 4 3 4,6 625 7'J.7 #. 6. l 4.0' 25- 9 A " le. 1 0' 6,75" 207 .•2' A 623" 3a,71 in 4.0" 62S' fO.7• 41 4c" ` !1 +' 11W .emir 31 L Z T' i6 Or, 14 "I 11 T' 10.5" 16 r a ," T a I', S•' DOD, I P' 70, wt'JrMswilt SFT .1 L2 S' ]64" i1.T' 81` IZ_S` 7d.0' 78' 6:T It.S-' t6.[� 78' 63' l ! 12.5' 6, G'• P 1 3. 7.a 32 S" If r1 6.2"' 115 ' 7T• 160 6: i a.+�' iL ' lL4" 72 32 S' O' !6D 77' 6'2 I2 16.0• 77' 62 �'19�L r' 7 r 6.2 1t S 36 l 7.r di tz V m 0 11' 6.I' ' [ r ua' NraEe 31 - is 4- 5,4 6. •" Ties 4.' 4.f" 8 2!' ID.3' 4 D' 3.7' Nut .Aa. NA,. H 4.,�'0_--.--`.,- • 5.2"T 6,15-' 9.3" a6' A3" !2S' 9.2' lit 17"N5" - d:' + 41 & 5"A 2 T 1. 13" 3 5 , 5'.f- 92i5'" "" 52 '• if a_ 78` 635 OY' 35" T. a" 615" 02"is73"L -21 ' 33" 3l"_,2§` At" !2 a3• 1.1" MAR 0 9 2023 Virtual Review Assist, Inc. Plans Review completed and approved luf Lunfpuance wnn u1e tutu rDEP nn Kunlun by Debra Anne Klahr 3i IDLE DtSTItNfl a" am" latmod ►RCFSIMt TYP6 NP HP L s-W t n stet 0 :aM e ) N'N' - � »P , x' rM �1■TWPt taYR ML �Cr CZ 44 CI Ll CI CA TAbR1tlE [ L cl L'+ c4 v 2 +U. W lxw 41 I1}�--,.�� 46 U 52 22. 25" i -16 d` SOY 1A3 1 9 16 D' 13 Z?.' 160 16, .7" L S 1 $" d' a 14 a' 1 i a l 1a p is 6 E a 12 !' i . o" 6 D i 7 L S i 0 Ifio, 7 S- 12 S 1i.0 " l4 7 ' 6 it 12 T' 75 0 14.7 B-' i 11 l% 1 a"Lls.D 16-t'"14 64' 12S aB A1.5' isa 100 f4..7" 60 4.." 6.0 1z. 12. 5" SO Ta dQ" T"' F6111147" del' G -1. 1 VE" ENTRY 1T IV("E, ie 4 Re"N 1 46 32 '', ri l2 S t60" 36 3a 1" 12.5 l04 It I" 0 aI.S 160 39E' 612" t 2 SS G']A3 .5" a1' S2_ 16 0 ' s 47 6 t25' ]aa H,P" V"' L S 5 L2 S la.a' 140 dd'11S 15.iJ' 9.F ? 0° 12.5' it 64 S'36 S• 5.6 12.. 16.0 a ' 16 0' 96' SA a.a" 3a a 6' S.6 12 V 2S' f2 §'° 75 0 9.ti^ 5 6• " 160 6 0a 3" I6 0 9.s• S.tr" a.E.° M Sd I3 C tic@ 73 I.AP CPY".. ii y, 40 'i` � 52 12 1 5` 1 5" 1 SJul14- 2 t3.?'" IZT a" 2't. 16.9 16,1r 1A3 12.6" ILZS" ' 0' 1n 16.0 13.5 e.2' 12.5" 12 5, 15 0 la}_2'_ 76 0 9- " 16 1 330" 1a5" is (IT 91 7 2.5" its 12.5 Sb. a' 180 16.a 9 1' 9.l' 91 1- [.S' ]2 S' S26' 0 9 16. .i !6.0" 9.1' 160 511 3' BEera) "I" 7 WW a) r' r<o41-. xx-• Al x YraAn s let 6 y i6N�� St T LE iA T2 t[_9 Tiff 8-. 7 S a 12. IS. e.a S.1" 129' 136 53" 4.S` ,2 T s tl I a 3.4 2 S 1 2. f a'- t2 5' 15 4 fA SO G25 f 2. 4 4 P' a d' a 5' z 12 aa Geri` i 5' a 35' t .2 L} [ E.29 Yx 1 A 7 621- l23 49" .B" 625 SP T' iP" ..D• 62S' 1Z 3' • .Fa" 023" iZ l' 4" iB` ANCHOR NOTES: eMCHOR 50,IECTULE 4 T , PR TI RE V I PPLIES G Af.` PRODUCTS Q3i flED HEREIN, BUT CALL PNUI OB 1101iMUM ALLOwADLE AN(H SPIAC1fiCr. htAAIrWM ALLOWABLE S AND PR 'U 1 C T C)fi SPAN tSa � NGI A EO INSP sofEDLrLEs u r eta NA APPL I ENT:0. AN171tit SCHLbULF BASEO pre PANEL FA5IENER SPACIdCi THE E,CISTIIYG 5T0.UCf16RE WATEPUAL, A ANCHOR TYPE SELH_'T DESIGN LOAD GRFATM THAN OR EQUAL, TO Ali DESIGN LORD 6N': IRlS-iEN AND SELECT SPAN GREATER THAN CA EQUAL TG SHURER SPAN,SELECF CONNECTION TYPE DASEG C'N R!]PRIAFE 1+MJUHriNI; .' N/0LN4Ti ONAPP ,cM,DlnCii i SEE NG DETAILS 1 StIEEi 2 l fiCAnON OF IStNN T K1 TYPE Ffxl 4LEM EK, N 1 "PANEL PA AENERS".:RSTUDS USE/NCON] N-:t WITH ALL R0UNTTIti ETU51OF6 f"F'TaACiSrIXPCEO ALETC 6d25'OC: AANFE-FJ:i'ENERSPgQT0.8LE VAWEi FOR AM 'U'=HfACIER5 NCE '1 UDI UtLEOUT L'O V t NG a r'a7ttla 5) 4 A"C7F2i15 jlr{Ai# BE tkS'TAIIED IN ABYP.MOANCE WITH MAPiUFAUTU REA5' NECIAMN EHDATIOIE. s, ri 11DW 'LWi HOOT STRUCTUfE SHtiAEL ,"OMT+OtW TO AST" C5D BLOCK6.. $3wwM A4KWEW SHALL OE AS NOTE? IN ANCHOR SCHEDULE - M MEHDEfWBiT TA S! ft1LM ERU Ch A G 1YA' ROW AND EDGE Ea5 NCE `EXCLUDES STUCCO, AND Tl-ER LL F?NISHI S WALL FINISHES SHALL BE LJWTED T'C- 114' A65X ERt SHALL IBE VERIFIED BY OTHERS TO ADEQl Ill TV AWVIER LOADS rO HOST STRUCTURE MBE a. CONCRETE ANCHORS, NOTED HEREIN SHALL DE EDDED TO UN-CRACIIED COKFIETE ONLY 9. WHERE EXISTING STRECTURE M WOOD FRAMQNG, EXISTING CL31a31 CNS MAY VARY, FIELD VERIFY Trtst FASTENERS,ARE ItYTOhDEQUATE WOOD iMEMBERS.NG MEMBERS. NOT PLYWOOD, FASTENING TO W_YWOCD RACCtAdE IY FOR SIDE CLOSURE P IC. to VAT ANCHORS FASTEN TO NARROW FACE OF STUD FRAKNG, FASTENER SHALL DE LOCATED IN CENTER OF NOr4W 2' 1 Y (MIN.) WOOD STUD (Y' EDGE DISTANCE IS ACCEPTABLE FOR WOOL, FRW411140). WOOD STUD SHALL BE SOUrNERN %NE' G-O.SS OR GREAIE R DENSM tAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX WAD, It RE . - 5 BRA MOVABLE ATIC!'� ARf OCWALT AraEIJMTE All-t•OMTS SKID- E' 6 55 d15NaYG LZ. MACHINE SCREWS SHALL. HAZE 1y2" NININT2M ENC:A{-s£MENT Of THREADS INTO THE BASE ANCHOR AND MAY HAVE Efrf1ER A PAN frFl4D, TRUSS HEAD GR WAFTFI rl£40 5I0tiNALX BOLT U N O 1 3. DRENENM EMe"E3'fTAN,El018TAfICE EXCLVDE!'.a 5taJCCO GRAIN. WAi.I"FINIS 14. Ir DWr.NATES ANCHOR I�ND"IOIK WIS94 ARE NETT ALaPl Rill USE.4, k5 01WEC1 MOUNITNG CONDITIONS. L5 LINEAR 3NTEFEK ALTIGN l5 WJT PLRMCTTECIFOR USE WITH THE ANCt1OR Si.HELPULE5 UST 0M THIS SHEET 9 16 -4" _4 N N L to C6 � .*MR, C-)2 O N C _0 O Q- O C CQ -a n- C 0 -2� 1� 0 CIO p > .� „' Q 1 -a.- V) W 4 Z J Cn r -IFFIFFIFJ A�`] rW = O " CnC_c- < a) U l (�=) V M tO i V m ''^^ V+ CIO L m Ll1 Q Z Z Q J i 1. SHEET NO. I H 1n 5 111111111111111111 i! FOLD UP WEATHER RESISTIVE BARRIER & \ A'FATHER,, HE:SISTWE Q� {' WINDOW UNIT TEMPORARILY SECURE 3=�~ �-BARRIER _ FLASHING REQUIREMENTS ' WEATHER DOOR RUUGI? OP 2WNG SLOPE RESISITIVE / 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall tU U BARRIER �, , %/ PI P (� > .� ���llllll WOOD FRAME CONSTR TAPE -EXTERIOR SELF -ADHERED FLASHING::,- 3l4~-1° BEAD OF c0`i�a (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. O +� 3 SHEATHING BY LAPPING DOWN �' ADHESIVE TO SE API -"`.-II I)UMLR SELF -ADHERED FLASHING OVER RIM JOIST Al"D UP f THRESHOLD Or DOOR F'C:1 0 L. WALL BY 6 IN- T RETURN UP JAMB I ' ISF 110,0-, EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water Ca -� Cn NAIL BRAND OR EUUA_ Vd�.Ai : tE4 3 PROOF CAULKING CEMT, FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of WEATHER draining to the exterior water that penetrates the exterior cladding. •Q� CU ` ' RESISITIVE SELF -ADHERED FI-ASHIN� BUILDING PAPER � U 0 a / _4) . . BARRIER SEAL TOPS of JOISTS--,,--- - - > WIRE LATH R703.2 Water -resistive barrier. One layer of Na. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 1 UNDER DECKING SLIBFLUORwater-resistive�- 0 (SEE DETAIL WPo7) approved barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF ADHERED FLASHING �� with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other � , , E ro a > approved materials shall be installed i accordance with t water -resistive ' s d n a co dance he to sistive barrier manufacturer's installation instructions. tract! ns. The No. 5 asphalt I P 1 a# P HEAD FLASHING TIE-IN INSTRUXTIONS: \ felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and building '� E 0 1. Cut, fold up & temporarily secure weather i \ \ RIM JOIST PP P P g L- (? L- THE E DETAILS ARE N resistive barrier above header to allow for ter' `ti, �� appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. p CU Q S GENERIC AND flashing installation `\ 1/ (U 40 MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under -0 -- � weather resistive barrier AND WATERPROOFING METHODS TO Q 1 ✓, % R703.7.3 Nater-resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based le �= BE USED. 3. Fold weather resistive barrier back over head 2 sheathing, shall include awater-resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The flashing and seal with tape �. v individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW �/�/Qn SELF -ADHERED FLASHING `p'�� SELF -ADHERED FLASHING ' A r�^� WPM 1 V EXTERIOR DOOR WITH DECK - SECTION A V Y CEMT. FINISH SILL/ POTSHELFI CHIMNEY SHOULDER y� u Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT - substantially nonwater-absorbing layer Or designed drainage space. cXT1=f2iC3J's' SHEATHING `RUBBERIZED NEEDED IN CORNERS ASNE r� NE EXTERIOR SHEATHING .- 314"-1" BEAD OF L:CJN:st"Ft - INSTALL S#�La A{lhlFRE�., ASPHALT ADHESIVE ADHESIVE �r ADHESIVE TO BE APPLIED UNDER - --- FLASHING `AM6 & �-EL ROUGH SELF -ADHERED R703.4 Flashing.Approved metal flashing,vinyl flashing,self-adhered membranes and mechanical) attached flexible flashingshall be applied 3/8" CEMENT THRESHOLD OF DOUR AND RETURN j f f FLASHING, Sit_ FLASHING SELF -ADHERED FLASHING pp y y Pp PLASTER ti °- )W shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes UP JAMBE" USE I.00ILJID NAIL. BRANCH e / FLANGED1r't;INli� 12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF f"AULKIs"IG -- �/ (SEE DETAIL ,,WI 01 y - used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL � = �' SCORED - entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER Ohl CHEMICAL = # 3 � � � RELEASE PAPER WINDOW COMPATIBILITY �. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER --- - • k � .� a 1) SEALANT AT SELF -ADHERED FLASHING _ } -- SIDLE-ADHE QED I t A tuINO. o RELEASE a ERG SCOEXPRE the buildingwall with a sealant complying with AAMA $00 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO EXTEND A'"'Inur' = ADHESIVE AS S�,C�,.N contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the pp membranes OUTSIDE EDGE of ° 1 MAsfJNRY / BOTTOMT or FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surfaceofthe exterior wall finiidsh Approved fla used WINDOW BUCK ` ��. � Or �^ w ?T . III+ s` r±' 2} SEALANT JOINT if " ° THRESHOLr ' 5) SEALANT FROM INSIDE EDGE OF a s i shall b8 installed at the following locations: WINDOW FRAME " .0 WINDOW BUCK ACROSS WINDOW BUCK #:' ".. i . SECT (SE E DET'Alt. wPi32p-.,A . ,, I AND EXTEND TO WINDOW FRAME • 1.1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED SELF -ADHERED FLASHING f finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT cREQUIREMENTS • _ I !f`� 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING z ' following: CLADDING AND WINDOW FRAME - 3} SEALANT WINDOW FRAME T NAILING FLANGE SELF -ADHERED FLASHING `� 5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration '�.w .,r/ '' Si WINDOW BUCK ALL THE WAY �`�r` 1 4 manufacturers instructions, in accordance With the flashing manufacturer's instructions. Where flashing instructions or details are AnOUND, INCLUDING SILL. J ---, not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or �// 2 DO NOT FLASH OVER SEAL TOPS OF JOISTS i ,` E sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent BOTTOM UNDER DECKING � NAILING 8 (SEE DETAIL WPo7) 1, 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGEJ • 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED / ('� -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK V Y P05 INSIDE CORNER WP46 1.4 In accordance with FMA/AAMA 100, FMA/ AAfAA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ?�Z� Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. SHEATHING � = `\, � III � 5. 5.Where exterior porches, decks or stairs attach to a wail or floor assembly of wood -frame construction. plans Virtual Review ... Assist, �. 6.6.At wail and roof intersections. for Qom eview Co le l Water Resistant Barrier 7. 7.At built-in gutters. d lice with the 2020 Fd a proved a Bt^ JAMB, SILL AND HEAD DETAIL \� / \ '` Lath Anne Klahr pX th Edition 23 ` APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing APPROVED HOUSEWRAP PATCH fE \ THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCTALATHTWIN TRACK 2.5 ` ° ;�' StuccoFLASHING AND WATERPROOFING METHODS TO BE USED. 14" CEMENT PLASTER a ° 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE \ _ 2 -lei � I ° 1 _ /DOUBLE 3 ; . II a . COST = c F' ° -V` SEALANT SOCKET WITH �� w , °a I -- 7/8" Cement Plaster TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall ° in accordance with 7/8" Cement Plaster . °' , JOIST BELOW SELF -ADHERED FLASHING - _ ASTMC926 in ASTMC926 with SELF -ADHERED FLASHING�� 4 l''"a Felt backed metal 2 lathe in accordance Felt backed metal 3" MIN-� - SELF -ADHERED SELF -ADHERED I with ASTMC1063 lathe in accordance FLASHING FLASHING - / `; with ASTMC1063 Building Paper ' Building Paper 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing 7/16" O.S.B. EXTRUDED SHOULDER DECK JOIST W P07 OUTSIDE CORNER W PQ$ FOUNDATION WEEP SCREED W P09 , ; Metal sheathing Flashing ■ �� WeeD Screed CU SELF -ADHERED FLASHING Installed As Per .■I�■a 2x FRr1MEWALL I << 1 Manufact. Specs. 1 STRIP OF SAP LEGEND Maintain Stain Cede or similar PRODUCTSDETAILS TILE FINISH--------_ SELF ADHERED FLASHING (SAF) -C C>- Bottom of cauk bottom Al DRAINAGE PLANE WR8 DRAINAGE PLANE (DP) WEATHER RESISTANT � � - Weep Screed joint only W w / BARRIER (wRB) 1 1 /2" to 2" s` - w WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DURO> B�'"D BREAK'n�R6 BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH ---�-- , f� ° ... Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) d Y PLASTER ACCESSORY Sheathing installed As Per -, SHEATHING. 'USB', PLYWOOD, D€NSC�LASS " � LATH Manufact. Specs. CU1'-4 PER PLAN _ •� / >► Detail Instructions _ �, , I � ,y - v".wAP DI WR6 ONTO 0 1-0PER PLAN Ti[- VERTICAL 1/2" Cementitious Refer to the number marked as #� in each detail that corresponds to the \ SURFACE TO TO- OF Cement Plaster Decorative Finish L.. numbered items in the list of instructions below: rI ANGF AS AN AIR in accordance / f i'AItRII k SLOPE with ASTMC926 �,,, / All inside and 1. Install self -adhered flashing in order as shown by numbers 8" CMU 112" INCH FLANGE over wood 2nd I outside comer will 2. Install flashing and weather resistive barrier to form water shedding ��`µ'� \ floor •`o••, need to be miter -�.-+ laps d" OR 8" CMU ---- - - - /'p cut and caulked all 3. Self -adhered flashingcan be substituted for building a (PER SEAT DEPTH) V g paper Z Z -.>".• " �.��•./',,.,%`'U����<fh, < -----STRUCTURAL FRFRAMING+'0. r°'•, butt joints need to 0 '�' 4. Split the release paper using the ripcord (Split release on demand - i • •. • becaulked using „� FILL WITH GROUT - embedded in the adhesive layer) - for ease of installation and to \ - v srnu�TUI�AL SHLp,THIN Stampede or sim. _--- I ; T iIS GAP IS A. RESULT OF , Caulk for all O • LU LLB \ PLASTER STOP minimize Scoring cuts - '.� . • 13 CL NATURAL SHRINKAGE. ! r, ..,TRIG- OF SAF ` � SEAL 5. Remove all release paper r standard installation instructions and ------ ----- NOT SE P per - _ (n CONTINUOUS IJACKER ` � DRAINAGE PLANE VJRB adhere to substrate using a square piece of flashing material (6" x 6" C) LU ROD & SEALANT \� DRIP SC HEEL) PLAsT G I I Minimum Ac°cEssoRY - a ' LU W 1 BOND BREAK WRB SLOPED MUD BED _ _ �I Cn 6. Fold as shown by arrows -- Q � LLJ�_� --sF LATH �''\ ICU 7. Angle of comer may vary, adjust folding of the flashing accordingly to = .' LU r' �,h ' . / fig; fit tight to corner VINYL SHOWER PAN - * '. - (- i 4 8. Mechanically fasten as necessary ' Note: SLOPE ---' 1 - - � ,�� The building paper and metal lath must to LU Cement installed over the top Of the weep screed. ° -- • ' -PLASTER STOP A Plaster �I 41-° f )NTlNU()I.I.+ RACKFR ROD E over block Z a & SEALANT 1 st floor d z -CEMENTITIOUS FINISH 'Q O_ E SHOWER SEAT W P 1 1 SOFFIT/CANTILEVER WP10 WEEP SCREED DETAIL SHEET N0. 1 SCALE: NOT TO SCALE