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HomeMy WebLinkAbout6347 Back Forty LpABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -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 Ci - 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 -GRABBAR GFI I 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 - SIM:LAR 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 -TOWELBAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD ISYMBOLLEGEND: I [A] STAIR CALL OUT HEIGHT OF STEP DOWN FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE CALLOUT ARROW SHOWS KEYNOTE CALL OUT DIRECTION OF VIEW ELEV NUMBER CD PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 < ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 K(a�� ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al 3<-- SHEET NUMBER NT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT All SECTION NUMBER SHEET NUMBER e LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G. P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE F-1 PORCHES AND BALCONIES CHAP. 3 Ej HANDRAILS - CHAP. 3 E GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 F-] EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2020 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.l. 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 OFDOOR 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.l. 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. DOORSANDWINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARIOM =1111 LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS LTA : I Z & 1156] 0 to] M1 FTAI 01 IN t; W VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURALNOTES SNI STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS Ss RETRO FIT DETAILS ST STAIR DETAILS Sil PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCTAPPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS '0% .� a *' Al 00- r% RtUti'vhu AN � 13 208 MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and approved 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. V) Som M, - WN 0) Lf) - E > C) 0 U C-) C") M O� V) , co 4- U D a2 V) -0-0- :E 2 8 U �0 a) < Ln U LU 0 Ccs00 CL 0 - - LU 0 �- W �L_u W LU 0 LLI LLI LU �- < Of 2 ct z W z LLJ R =0) 2 < 0 < 0 0 20 0 < a R j) x U) < z) 0 Z LL I.L - Z 0 _1 F- CW W 0- W 0 0 z < :D 0 W M 8LLj E75 '* LLJ �5 0� z D L) 0 z W F- z LL 0 M (D he Z IL U) o z �< < ED WZ226 CL LL 0 LU 21<-W_-2W0F) < 0 W 0 Z) 0 �e Z < LL < 0 < LL Q0 N L0 0 1 N Lo Cr 0 0 (3)_0 Lr) -0 4r. < C:) C:) z CN LL1 0 > U) q (Do F_: or) p CY) U) _j LO z 0- U) ILL 'IT z < LLI < Lq 0� a- cy) 0- 2 - < >- < 00 z Q z W C:) C:) (0 N CY) ce) CN 04 04 C) C) C) N CN (N C� C� C) C) C) C? . 6 00 cy'? (0 W C) (D C) 0 (D C) C) CD C) C) C� C� C� C� C� NI NI M M LO W V­ CD N C) - CD N M 4 11 C� V-I 6 C) C) a CD C) 0 C) Q CD C) CD C) a > > U-) W 02 1< z z 0 0 �-00 z LLI(.0 z L-4 LU U) LLj LLI 0 0 D F- 0 0 cL Q� W CL LLI F- LLJ co 0 �_ = Z 0 Uj Z _j OC) < LU 0 2 Z W z z LL o < < �- z LU U) Z U) z < 0 C) CS > C\1 LAST PLOT DATE Apr. 24, 23-j' 4-1 z 0 COVER SHEET FOUNDATION PLAN - ELEVATION A 1 /4" = 1'-011 PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. OE MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" x 3DP x 16" #5s 6" O.C. EA. WAY MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and appro d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M N O N N ® �a° 0 00 LO gym✓ t Coil ' .< ,e w 4 LAV ' ,,M, O w G! 0 z a LO ' U ° 00, N .4. � V: -0-b- I m AUA, W O u o 0 LL o a Q �V) u LLi QN C V CD 00 a W LL vS W pLLj I- LLI J I-~~zo W QQ U LLIO�� 0 Q0W ��Qp"�zV0�- <ORz200 °�OmZZI__ � I.—_ O Ov)�oOEFoO to Ljj Lu Z0W_jVzyCz L Z 0 <0Lu �Q-�_�Wo2VOQ oQ o =o oQzLLa O Z N O� :Dti (� L_ M O M Q (n r- LL � u) W LO H M co zv� W W _jO O JCD N O M O co N N;N O r` 4 4 CDCD N N O O O O O co M 'r- M M CD N CD N CD N N r N N o000000 N N+ N N N N N M W LC) ob A , O OCD 4 O O O O r- O r 0 6 0 o N�000000 �- N M d CO 1` M� W VJ Z — Z O O WUH_ owin ^ U 0 a i1 O(L= Q Z W�� 0 F'moZ D< Q f=r=z V Z � w O�>-x� >-2zW M �ZZLL. W [V O_j2Z U(nzU) ' z Yao Z U O Q z Z Cl)_j O W 8 N LAST PLOT DATE Apr. 24, 23 ; z0 FOIJN ATION — 9999J PLN A al�s►%I �Iu�cr49MPEu t•s T':imf!6�111A� 9 zo LO 3 A3 9 N LO Co CN 9 6) (14 30'-0" 13'-3" AM 00 SH25 3 1/2'� H D AT 7'-4' EGRESS 5068 SGD F4 2868 += 00 (2)2X8 HDR----. HB Cl) 9 BRG WALL 7 FAMILY ROOM 16'-3" X 15'-2" OWNER'S SUITE 8'-8" CLG BRG WALL 13'-0" X 16-11 8'-8" CLG 9 7 5/8"- -7 5/8" 141-211 41-6" 51-61' T-4 3/4 NOTE: PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR 2' TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. 2X8 WA -L CPT. (PER FBC R302.12) TILE TILE / 101�!� -DRAIN z2U= = � =:= = � � zo 00 I - -i2X-6KN -EN---- C WV 0 �L -P 7GH Co AT 3 1/2" 91-711 X 141-211 -SHWR HD '-8" CLG & VALVE R F LU 15 A7 BRG z : 91 WALL Y U) OWNER'S RANGE W/ 2868 BATH CAFE F-: W 0 HOOD LO 81-611 X 141-211 - nno ^GG C*4 7- 0 U) 8'-8" CLG TB TILE BATH K L '9 L KO 17 Jill LE CPT. TP co 00 YV 12 A7 > CD D '0 PLUMB C.0 A3 STACK F j 7 5/8" WALL 73/'1 - 7 5/8" 1 6-8 /V-11" T-T 3'-4:/4" 1-61' 1.1 O'� 4'- 10" L -2" 2'-10" 6 co XA1 I r CIO NOTE: SEE SHEET S-1 1, S-1 2 '2382' FOR LINTEL CALLOUTS & DETAILS Oil. bo 00 uj F- < TIE BM \JF AT 10'-0" bo -1 00 Ji P: � (.0 AN Q0 C14 �PANTRY PWDR BATH BRG WALL oil 20 MIN FIRE, - FLOOR c" RATED DR ABV W/ WEATHER STRIP B.U.0 W/ HTT4 AT BTM & (S) MTS20 AT TO JIM H. L,,,42'1 SLOP D LOW WALL FOYER U? UP A T- SH 1/2 34 HD AT 7'-4" TEMP. GLASS V-4". 4-3" J�j "' " ENTRY 0 U UT ,�-HANSEN BOX 7 A7 DRYER 06 VENT W/S AT­ 6" WALL 0" AFF 6 0 Co Q0 00 c D S & R 411 C14 t4" INSULATED DW/H WALL F -,- - � 22'x36" ATTIC I PROTECTIVE ACCESS L BOLLARD 4" INSULATED BRG. WALL ,f �cc TWO CAR GARAGE k S3 1 19'-3" X 20'-0" LINE OF GARAGE IN - - - - - - - - - - - OPEN Fyon-Tim- - I TIE BM AT 10'-0" bo -1 Co 16070 -------------------- f/ti'-Ul 81-611 2'-3" L 16-0" 2'-3" 91-61 20'-6" 304" FIRST FLOOR PLAN - ELEVATION A 1/411 = 1 1-011 7M F". 9 80 U') A S3 NOTE: 1. SEE SHEET S-1 1, S/I 2'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE '�r" r%" SECOND FLOOR PLAN - ELEVATION A 1/411 = 1 1-011 : R-11 F.G. ION IN DJACENT 'SPACE R-1 1 F.G. ON IN R WALLS, 4G BEHIND 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 = 20 . . . 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, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. VVY -i//-'GYP. [3 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR RISERS TREADS LANDINGS TQTAI PIRF: -+AAf tK- I A 1 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2 8 54 -S-0 �-- INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 1 R-1 3 KRAFT FACED EXT FRAME 2X6 R-1 9 KRAFT FACED_ CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-1 1 / R-1 3 KRAFT FACED I (GARAGE / LIVING) MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr 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 DRI 30.0 -33.9 1 30.0 -33.9 N 0 C" C) 00 LO 0 < LU 0 LU z 00 (1) L0 > 0 �1 o .i- "o q U 0 M �-'! 6 00 4-- Ln 2 Cl) 000 U , U -0-0- C) E -r- -2 M 0 0. U '0 0 LL 0 < r, U LU D 00 E c" 70 0 LU 0 Ld C6 LU 0 uj I.- W -J, W 2 �- 0 �- < W 2 �! 0�g�ezp� z W 0 LU UJ < 0 W < < 0 0 cl) u- 0 0 LL 0 < co 0, 0 P: OZ20 I--<< 0 LL LOL�2 JO (3 0 0z 0 0 co E I V5 z UJ V5 it u)0Lua-8zLuLu -zLLW<0W_1 �e - - =z) � S-) U) 0 z LL LLI Fn z.z2uj00a- 0 Lu 29'-�W020 z < ow M. 0 LL < 0, < 0 C:) z N W 0 5 > (/) q (0 0 z or) p < U) (y) !`�- Lq U) -j LL z < W < Lq (y) 00 < < Z z LLI C) C) CD CN N co N M " C) a CD 4 4 C) C) C:0 C� C�f CD 00 CD C� C) N C) CD C) C) CD CD C) N c6) C) t.6 - c6 CD A 'r- N 6 M LO C) 4- C:) C' d) 6 6 11 '0 (6 CD 0 N Ln 0 >1 CD C) C� C) cy), C) I 'd I C, Lo' CD 1 (.0, 1 CD r--" LO CO Z Z9 W j.0 CO LLI 1­- 5; 0 17- 0 C) ::) R 0 0 Z?� < 0 -� 0- LU Lr) 0 Cr- CL = W l­- P 0 z W I.- O� LU :D F- < CO 0 Z 1.- 7- Z 0 tz W Z 3: 00 < Lu 0 mzw Z Z U Lr) LLJ 0<<l­- j 2 z b 2 < CIL III >- U) C/) Z z z T<O z C) 0 0 z A2 z z W N W (0 C) N LAST PLOT iDATE > Apr. 24, 23 1 z 0 1 ST & �ND FLOOR PLAN A STAIR SECTION 1 /2" = 1 '-0" 1" NOSING SEE SHEET ST 10" FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE CD W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS. CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1 '-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) STRAP EACH STUD (((A 36 STRAP EACH SIDE) CENTER�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN _ T/WALL w O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FOC 7th Edition by Debra Anne Ktahr PX2300 1 co N O 00 �-� , a LU I C O a� w 0 z I { I I a .I a) L N O� W L 'i q U Q M ^ ti Cr) fn L M V .v� %) /1� C t 2' Yi 2 o 0 L 0 Q < .N V w a� V V Q W W W w LLI �L- � � Uj 0 ROg-1Q0p��QLEVOQ�O Q U Q I— ? X J co LL LL Q Z Q Q Q O wgo 0200mZZ U U) 0 Z �Ooao,�zYOZz�pw� a Q~WO���, gwp2U�Q U �. UQ Z O� O O Z cV O� f 5 r-- ff CO O I'� Q F- M Lq C/) J (0 LL ti _M 00 zv� Z W Wo J O J O O N O N,N ti N 4 — 4 V- I, CD N;N CD CD 0 0 O 0 CO M CQ M 0 0 0 r N 6 N 0 0 0 0 0 0 N 00 O' .Un 00 O A r r N O M O c d o r'-'a� 0 0 CD " m 0 NLn ; 0 0 0 0 11411 0 0 (D 0 r- N : co U') r1- 1j Z z O _ O� w 0wc5 C) O voZ>Q �0-0- -� Lr)OWLQ ZL�F2 < ~mOQ z ffnn VZ�� 00 0 2 Z LL W N ii 2 w O V(nzU) Z T<O CK Z U < OU o a m z Z z w -i N W N LAST PLOT DATE 0 Apr. 24, 23 Z0 J DETAILS -- i i-f it Imo. �. � i � - I I I I ,. ... 30'4' FTFGFI 9 zo STRONGBACK U_ F- U_ BRG WALL _j 14'-9 5/8" 1777 STRONGBACK ----------- C L>< BRG WALL L>< N N K _2 LL F- U_ �x 00 X A 9 LO C, 0? 04 C\I 9 U� _j C0 ----------- IL -- — — — — — — A. Wo Ll T BRG WALL C0 44 LL Lj A 771r- 12 14'-9 5/8" 6-8" ------------- L---------- ---- :I: __ =__t ---- --- -- 0 R B G WALL K LL rX flTF _+j 11 IT L 00 CONV. FRAMED BY OTHERS @ STAIR LANDING //Z— FTF4G BRG WALL BRG WALL : �j 9' 9 C:� C14 0? B9 ATTIC B8 ACCESS B7 B6 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B5 7z B4 B3 \­-2-PLY 2X OTHERS LEDGER TOP M, BY @ 9'-8" B2 M V V 11 1 14 i M �-*M 20'-6" but SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1/411 = 1 1-011 C? 00 N zC 30'-0" MINI V-2 1/2" < < < < < co M LO C0 />1 Z; L) L) A CJ3A \U 7 U-1064# E, 7A U- 1064# CJ3A CJ5A A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED V ATTIC ACCES S AlA Cl) 7' 9 LO A2G Cil C2 A E 2 5/16" 0? z r,l'-O 7 \7 U k..7 rz 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1/411 = 1 1-011 SHINGLE ROOF 12 51 12 HEEL= V-0 1/8" PLUMB CUT , TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A. F. F. HANGER CHART— J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT 12" 12 12 2X4 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO 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. TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H 1 OA FOR GIRDER TRUSS TO FRAME 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 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. e SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. I NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF 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 CARR) 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 MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and appl d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ATIn E"NTIO'NI DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER rHAN 30'BY THE PEAK I CONSULT S( 30' Sp ess 60 degrees or less I � 2�3 1po 112 S,T.p .x line 1 -span ajl�rox. Tag line n REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an ex?mple, your truss may not match, Insist crane operator sets truss this way. General Notes 1 . ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING 13 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-81 RECOMMENDATION PERMANENT X-BRACING 5- 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. 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 These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. offirME/z/0111 LOAD# DESCRIPTION INIT. DATE R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13118 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 I CARPENTER CONTRACTORS 0 T-11 F AMERICA 3900 AVENUE G, N�W, WINTER HAVEN FLORIDA 33880 PHONE:(800) 959-8806 FAX: ( 863) 294-2468 BUILDER :LENNAR HOMES CENTRAL' PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAG E A. S. DATE 2/16/2017 LAN# SCALE N333525R - 1/4 11=11 Ce) 04 C14 IT C14 LO 00 Ln z le W Pz 0 0 z (1) L-0 E > CD 0 0 L. -= 0- 8 cr) +_ .4. V) L41) U .1 2 E -E I :E Co 4) Z) 0 2 0 C < U < U LU 0 7C) '0 LL! LLI 0� (D LLI LU 0 W �L_Lj LU 037 W 0 LLI �-- < 0� M _j; W zw z 02 < <' < 0 0, < < 21ILLUZ -1 l­_< C) W W 0 00�00MM z z Z) L) LLI W LLJ W 0 o cl) �5 V5 CL Llj III :3 _j (D z z LL W < 0 CL �< 5_ 8 0 LLJ _j - < LU V5 I Z LL 0 LLI P LU 0 < W ::) �e z 0 LL < 0 < C) z 0-4 0 LL1 U) > 00 CY) < _j LO LL q. U) I,-- < W <�' U') C� CL CY-) n 2 v-- 00 < >- < z C) z LU _j 0 04 04 01 04 01 04 -10 C141 C) i rtu 01 CN vc1i"g, es st, I i c Plans eview Oml]110�ted and ipproved for comp ianc? wi- h th%' Zy I FB 7th Edition yDe3 - ln v- ' Pk I (D 00 C) C) C) a CD C:) C) a C:) C) M 00 Lo ob C; C) v-- C) U") 0 '0 C) C> 0 U") (1) C) C) C) C) C) > 14T C) C) 04 CIO LO I Q0 I P_ U") I CO Z Z z 0 0 4_0 LLj LLJ rj) LIJ 5; 0 cr) 0 C) 0 < 0 Lr) -0 z LIJ i­- of C) I__ LU =) M 0 Z i­- X: z (D 0 t: LU Z 3: 00 < LLJ 0 2 Z 0� 77 Z ILL LU 0 < i.— 2 z LU C:) 2 < EL > W z z z < 0 z 0 < 0 0 00 ry z A4 z z LU _j CY) C14 W ('0 > N LAST PLOTIOATE Apr. 24, 23 z 0 2ND F�LOOR ROOF FRAN41NG PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 11A 1 1-ni, ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS MTL DRIP EDGE A ALUMINUM WRAP ALUMINUM SOFFIT V NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT A17ACHMENT DETAIL SOFFIT DETAIL 7 1-011 3/411 1 C'4 FALSE FO I AM LO , UVEROETAIL TYP 8 ill= 11-011 ?it -- - - - - - - - - - - N = (0 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND Q0 A COLUMN DETAIL PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLE 2X8 LEDGER ATTACHED TO ��PT WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)HIOA-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 81-01, 12 T.O.M. ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA 2'-0" ALUMINUM WRAP (S) A23 `�ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 if -'A/A = 11-ni, I 11L�PGER DETAIL A I/ F 7 7 T_71,- SHINGLE ROOF-, M son CASING BEAD WITH WEEP HOLES OVER FLASHING MEN Sim —1:4 myff-a 0 m�� A 2ND FLOOR FF " M, M__ Inisi�llai ELEV AT 8'-8" MINN, T. 0. M. ISO 8 A5 ELEV AT 0'-0" FRONT ELEVATION A 1/411 = 1 1-011 12 51 , A5 7/8" STUCCO OVER -CASING BEAD WITH WEEP HOLES OVER FLASHING 4" SCORED STUCCO BAND ININININ101 NEI ININNININININI MININININININI .EIM101MIM10101 1. MEN 7/8" STUCCO OVER FRAME C? ---- 2-N D F_ CONTROL JOINT ELEV AT 8'-8" T.O.M. MID WALL A/C UNIT WEEP SCREED---""� AND PAD 5/8" STUCCO OVER MASONRY ELEVATO'-O" ���FLOOR�FF 1 GRADE LINE--T 3 1/811 = 1 I -oil ION A 8" TRUSS ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. 1 ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT 2' _0'; AND PAD I ELEV AT 0'-0" i R4 a a X6101 .A a 9 GRADE LINE--J ��T � �VA �Tl 0 �NA� _ 1� 1 �/8 _0 12 51 -1 F_ 16'-8" 16'-8 18'-8" M: = 0 C) 7/8" STUCCO OVERFRAME z CONTROL JOINT CONTROL JOINT --- -_ I- --- - ��ZA . - ---. MID WALL 5/8" STUCCOj AV— WEEP SCREED OVER -MASONRY — - — - — - — - — - — -- GRADE LINE--' rjz-"'\L.LEFT ELEVAT.10N A 1/8ff = 1I_0fI 12 15 2'-0" - A/C UP . �/ AND P 91 11-01, iffeli -4" STUCCO BAND -6" STUCCO BAND -WEEP SCREED I "I 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 2023 Virtual Review Assist, Inc. Plans Review completed and appro.ved for compliance with the 2020 FBC 7th �diti n by Debra Anne Klahr PX2300 1, 6'- 11 " I& T-4" 6 15'-9" 2'-0" L 8'-1 5/8" 2' /,,,-SLOPE SLOPE I'l �_��5:12 5:1�2::_> 9 L - - - - - 6" SLO PE 5:12 16'-6" �T- �O' 01 01 4 (Da�F L A ll�8 7! 9 1, 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: . 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 PLASHING 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- I 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, ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD 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 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT = 1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT = 399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED, UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. ��ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) I DGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. *OFF-RIDGEVENTS - 138 SQ. IN. OF NET FREEAREA1 UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA I 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 5HINGLE 36 SQ. IN. OF NET FREE AREA / FT. 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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 TFROM 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 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, VARING & 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, PR TE T R T PER FPA 70 (NE ) 20 7. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 200 AMP pp, #12copperto2Oampckts 10 #10-2coppertoWH 00- #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu 0 200 amp 150 amp Dis nnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 ANDI 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS MAY 3 0 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 1771 SWITCH 4 1/2"— DOORJAMB DUPLEX OUTLET TRIM — BASE --- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL----,,, b z S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 11 OV DUPLEX OUTLET AT 12" 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 11 OV DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: -03 -) 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE -40) 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY �0_6_) 50W MR1 6 4" LOW VOLTAGE OWNER ,08) 5OW PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH @ COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 0S SMOKE DETECTOR cU-18= UNDER CABINET 18" US-182 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"CLG MNT WRAPPED FLUOR LIGHT 1 48 1 48"CLG MNT WRAPPED FLUOR LIGHT FF 24:R 24" VANITY LIGHTING FFFF 36:FRR 36" VANITY LIGHTING 48 48" VANITY LIGHTING Q EXHAUST FAN/LIGHT EXHAUSTFAN C� DOUBLE FLOOD LIGHT W1 COVERS AND 150W PAR 38 FL INTERCOM SPEAKER AT 6-0" ABV FINISH FLOOR CEILING MNT SPEAKER EM CHIMES (DELETE W1 INTERCOM) 32E�F MASTER STATION -M&:] ELEC PANEL El VACUM OUTLET AT 12" ZICEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. 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V O_32z o UU)ZU, Z Z �Qp U U � O _O W z Z w M N W 0 N LAST PLOT DATE Apr. 24, 23` O INTERIOR J ELEVATIONS A & K NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JAILOUSIES. 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 IMM) 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 j/2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1. 1. 1 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. t 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI 1 -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 61TMS 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. IST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 21.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 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. ROOFTRUSS 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. RAIL;NG 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF ILL TOTAL DL + FLOOR LL + WIL TOTAL DL + WIL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6, DESIGN COVER REQUIREMENTS: C-i-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 314" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/Al85M-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. CONCRETETYPE MIN. 28 DAY DESIGN (f'c) 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 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3. 1� FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3,5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSIITPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4,9, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EM BEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETEj 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318. 1 - "A permanent sign which identifies the termite treatment provider and need for re -Inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigati inkler tems including all risers and spray =shall Isoyisbe installed within V-10" of the building side wall. 4. FBC-R R3118.7- 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 tra S, etc., shall be made with permanent metal or plastic forms. Permanent forms must ge 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 befdre vapor retarder placement, retreatment is requir8d. 9. FBC-R R318.1.5 - Cjncrete overpooir and mortar along the foundation perimeter must be removed be ore exterior soi 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 R3118,6 - After all work is completed, loose wood and fill must be removed from below and within T-O" 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= If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-13" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WINC 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. KInTC:- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULK;NG. 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. \/V\ Virtual Review Assist, I Plans Review completed and 4 m linnra with the 2020 FB Ul tu F by Debra Anne Klahr PX2300 CY) LO 0 00 LO LL iL: Z W 0, vu 0 v 'jj Z V) (1) L0 E > C) 0 �O (y) V) (y) co (y) _Q -0 f ,,> E -= :E 10y) Z) 0 2 0 0 0 0 L L R < U < 0 0 u Lu C! 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I' cc >Z 16GAxl-112" LONG (314'�-V' CROWN) I -'.I-..'[ J MAX STAPLES @ 6" O.C, VERT BETWEEN V)-- I 1V6GAkxl-lL`" LONG (34'-l" STUDS (NOTED THIUS:-) - OFFSET CROWN) STAPLES@ 6" STAPLES BETWEEN STUDS AS SHOWN O-C, VERT INTO STUDS (NOTED THUS:-) MET AL L H ATTACHMENT DETAIL 1 r_%. AT It REV, 09.24�211 SCALE: 314" V-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' --ON LY APPLIES TO LEN NAR 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/HORIZONITALLY 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 C1 063 & ASTM C 186 1. CORNEROF HOME GARAGE SIDE 10, -011 TANK -LESS W/H STUB -OUT FOR -1 1 GAS METER 0 9 H C G 000 C? - - 1'-0'. L I =0 U-) Of 0 C MEASUREMENTS ARE FROM FINISHED FLOOR 0 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. 71-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C, 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 61-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Uri + + + + + + + + + + + + + + + + + + + + + + + + + 4- + + 4 . . . . . . . . . . . . . . . . . . . . . . + + 91 . . . . . . . . . . . ED . . . . . . . . . . . . . ... . . + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + 4 + + + 1 -01, (TYR) 4'-0" 4'-0" + + + 4 + + i- + + + + + + 4 -± + Lu . . . . -1 + + + + 4 + -- 15/32" CDX co + 4 + + < + + PLYWOOD OR + + 7/16" OSB + + + + + + + + 4 . . . . . . + + + + + + + + + . . . . . . . . + + + 4 + + + + + . . . . . . . . . . . + + + + + + +[� . . . . . . . . + + +4- + 4- + +z —[-UUUt: LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 4 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 314" or 7/8" 5000s 1.8/1.7 wood panels . Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap FILL CELL---\ STD. 90' HOOK BOND BEAM ui STD. 90' CONT. #5 CONT. #5 HOOK BAR BAR ........... .......... ............ T ........... I ...... ... 45 CONT. ..... .... ............ 1� FROM . . . . FOUNDATION :1 . . . . . . TO HIGHEST ------BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. , Small gap 2" min. 2" " max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" 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 1 Od nails required when indicated or 4" max. 16" 6-16 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor coh imn XAII Inqfi'Z N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional wall or beam below.� consideration, Check k local building code for appropriate details in One 1 Od 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 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking for each lapped joist. 1 Od nails (U-'*'INT. BRG. WALL SECTION 5 N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D ow) (KNOCKOUT (see table bel EXEMPTS) D (see table below) L El higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* LucL 'oc' Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A ROUND HOLE MAY \-DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 6" THE WEB. PROVIDE AT 70, Pe -ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Round Hole Diameter (in) 2 3 4 5 16 7 8 8-875 10 11 12 13 Rectangular Hole Side (in) 2 3 6 6 8 0 10 Any 16" joist S pan (ft) V-0" V-11" V-2" V-2" V-3" V-3" 1 �-7 " 1 I&-1 1 " Z-4" T-9" X-2" 3 7'- '12 V-0" VA" 11-2" V-TI­ T-4" 2�-11- T-7" 4,'-2"' 4' V 5'-4- 1 'III - 11 5" T-2" , 3�-1 0" 4'-9" 6-7 6-44 T-2 20 V-2" T-O" T -0" 4-D" 4%10" 5- V Ili" 1 11 -111 7�-11I' W-11" 24 V-3" T-5" T-7 4�-9'- 1 5�-10- T-2" 8'-4" 9�-C," 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. 2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 7. 1Y 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE lY2" 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. Web Stiffener Fastener Schedule Joist Bearinq ocation Series -5-e-p-th-F—End Intermediate BCl 5000so 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s BC]6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d- 6-8d BCI 60se 11-7/8". 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl 90se 11-7/811 3-16d I 3-16d 14" 5-16d 5-16d d 6-16d SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Wh/e 13 4 �n be offset c 3- to javoid I PI umbing N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. Install tight to top flange. - JC Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap—�' Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements _�0.15 X Joist depth I -JOISTS BUCKETS N.T.S. MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )F FASTENERS SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPS 1 0 ON H10A X1 1 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC- PENETRATION SLEEVE THRU STEM WALL I EI I 1=_1 I 1 4. 1 El I I 11= 11= 11 -4 q - 00 :z = = = = - I T 77M IT 9 FI=: FIE:: 7�11 I P, 17, 1 =T I IM A FINISH GRADE '4 SLEEVE THRU STEM---' SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION GRADF REINF. SEE PLAN /_VUt1M/_X0r_ I+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. F L---' SEE FND. PLN. SIZE & REINF. e 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - C.0 ISEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE < F�_ 4<. A 4< [41 I 1EE1 1 4 4 — 1=1 jII T 647 SEE FND. PLN. SIZE & REINF. MAY 3 0 2023 Virtual Review Assist, I Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ce) N CN 0 LO 0 00 01 _J, 0 jL, a I < In 1 J cli;y . '7 ;S- z LIJ S-_ 0 Lu W 0 z V) Q) LO E > 0 c4 0 16M 0 q U M �-'! cf) .0 C-i U D C3 C110 -0 70— E %—_ 2 co D 0 2 § dM8 R < u < V) U 1.0 01 00 �2 .0) 0 7C) C) 1) 0c) @ LU (3 LU Ld - W U.1 ui '03 L U 2 �0_ 0 X ;� W< 9,e z W z Lou 0 M <1 0 3: W , C) 0 0 0 W Z-) ') 5<- U) of 0 0 0 F- 0 Z LL U_ — z M -, 0 < Cy (n 0� 0 z 0 W 0 0 co z z LU Lu W 0 0 U) 0 Z Cf) CL V5 W W Fn 0� < C) _3 0- > z �2 z LL 0 W 0- _J 0 LLJ I z ILL < 0 W 2 US Y z < 0 of 0 0 �< � < U_ 0 U_ 0 C) z CNI W 0 U) Cn 0 CD 0 z F: C-e) C:) W ce) 0- _J U) 2 LL NT (1) 1 P-- z < W < U� 1-- co al� T_ 00 < < z 0 z LLJ C:) 0 C,4 �0 co 0 CN 0 N C) N r�- N 121 It 4 1 C) N CD N C) 00 C.0 00 C) N C4 N N N CN 0 C� 0 N "I 0 N C) N CD N 0 C14 0 C-4 (M �4 00 0 6 — ob C) A N CO U") C) 'cl, C) "I r- C) 6 C) 6 I 1 C) (6 C) 0 U-) E2 > C) CD C� 0 Cf) CD t 0 LO CD (0 C) rl_ LO CO U) Z z LD Lij 0 LLI U) LU () r 5; 0 =) ;7 0 0 - 0 3: 12- LO -0 -0 bO� LU -5 0- 'r Z LU 1-- 0 z O� I- Lu :D qr� < co 0 ll.- 3: (D Z 0 t= Lu 117114 z 3: _J 00 0� > < uJ 0 - Z 0� z Z LL Lr) Lu r*4 0 < J2z c) L) IL >- u, U) z z z 0 IVO z < 0 _J 0- 0 0 SN1 z z UJ co N C > co f LAST PL6T DATE I Apr. 24, 28 z 0 STRUCTURAL DETAILS (2).LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C, U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W1 (TYP.) VARIES METAL PL. UNDER EA. TRUSS �:,Z_Z`9 INSULATION BAFFLE-` 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C._/ 1/2" GYPSUM WALLBOARD---' U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN PSI MAY VARYPER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1A WWF OR "FIBERMESH" Cn 6 MIL VAPOR V1 1-= BARRIER 4 COMP. SOIL. (COMPACTED TO 95%: MODIFIED PROCTOR ASTM D1557)_/_ 3"1 MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4"(1 STORY) U.N.O. 4" V-8" (2 STORY) -----4 TYPICAL WALL SECTION SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-� SHINGLE RO F 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIE'cdt) ALUMINUM DRIP EDGE LUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL _-1--­�-FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) Cf) U_ U: LU 0- CD Cf) 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 5 C4 f I I NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) rA BLOCK WALL BEYOND 14" H.D. RECESS 7-110. _j 00 -11= 11 SEE A/S3 OR J/S6 ­-IL1771 �I !T T411 I 1�_11 _-IFIL-I T FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) / V-8"(l STORY w/ DEPRESSED SLAB OPT.) 11. 1 8" (2 STO R) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF ;2� APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) C) 1 8" 1 -- - --- :E 1 ­9- TYPICAL INTERIOR BEARING SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK _J L ELEV. 0'-0" - 771E =1 z 11 A.F.F. 77-771 --2 �, A,. , ., - , 11 .. . . . . . I .. .4 ELEV. -9-3 1/2" _I_ 4 4 \.,w 0 '4 A.F.F. 0 2x4 CONT. ILL C) CN GARAGE DEPTH VARIES A GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. S DS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "T' BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 1 Od NAILS TYP. 2x P.T. PLATE \ H­ ASSUMED FINISHED ---To I or- 7 GRADE MONO OR STEMWALL­, FOOTING MONO SHOWN 00 FOR CLARITY t . .4 z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY I I I... HE- 1­111 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" � �S3 SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"­\ GRADE 00 z #5 REBAR w/ OPT. III= II= PREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" BLOCK WALL BEYOND EXPANSION JOINT - 13" O.H.D. RECESS SEEA/S30RJ/S6----- TI IL F1 T FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) I- - GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W1 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"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 114-. 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 INDICATED ON THE PLAN. ATTACH 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.) (ALT: 1/2"xl 2" TITEN HID @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) 21' 3 1/2" MIN. 0 e It I JEJ I IE:P� 1/2"(min.)- 4" 00 El I F111 I F� 4 3 1/2"' min.). - I I-EI 111 E-Z-1 I M I M I IEI I I I I IEI I 1=-.:l I =-..I I EEI I IEI I El I FEI I El I 1-=I' (2) #5 CONT. 1 4" V4 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP 6a) SHEARWALL "SHEAR WALL" 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" (R302.1 1) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 2x STUDS@ 16" O/C �- N INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER KAI=TAI I ATW C:IDCZT ') I AVI=QQ 'I/Q11 TI­Ilr�Li( [:Ar�W �i 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 1611 O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) --4NSULATION PER CHART ON FLOOR PLAN _QIKA On L1 1 -11) -1 n I Q _Al� IF NOTED, THIS REFERS TO THE r " r W1 U I -VA L STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 211 WWF OR FIBERMESH 3 1/2" MIN. V/ I 2- 1/2"(min.)- 4" 00 3 1/2"(m i In. 4'�, M.1 (2)#5CONT. U.N.O. MIN. TYPICAL BEARING WALL " STEP LCU rc C SCALE: 3/4"=V-0" 1 , IS 3� SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2-0/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN H D @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24"O.C.) "SIMILAR AT FOUNDATION ONLY" 5/8"' x I U" "J" bOL I (a) 24" O/C VVI Z­X 3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR C PER MFR INSTRUCTIONS �: E #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ks! GRADE 60 MIN. Fy= 60ksil FINISH GRADE 00 2 25" MIN. LAP [30" MIN. LAP] > #3 & #4 LAP SPLICE W1 F 6 MIL VAPOR BARRIff 11 r= �11 a 2� #5 REINFORCING BAR R 17/8" 2 it.5 I AP.RPI IrF= COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM EE, I D1557) ''-:I 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2" 1/2'i'FROM SLAB 0101, 0 CONT. BEAD SEALANT < INTERIOR 2X STUDS @ 24" O.C. U�N.O. 4. 4" GARAGE CONCRETE NAILS W 1 1/2" 1/2" GYPSUM WALLBOARD U N 0 EMBEDMENT @ 12" 0,C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E C? P I I I I I 6 MIL VAPOR BARRIER � 4" 14" INTERIOR WALL SLAB STEP NON-BRG �K SCALE: 3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE-----\ SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE Uj 0- < Uj U-1 I == L 101, xxz xxxz,l '�--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. FRAME -DOWN FALSE BEAM w/ (3) EE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX, FOR TRUSS SEE PLAN FOR CONNECTION INFC TOP OF BEAM & LAYOUT DESIGN (2) HTS20 FOR STRUCTJRAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING U) Uj SCHEDULE > SEE PLAN FOR STRUCTURAL _j LU COLUMN SIZE AND BASE LIJ LU CONNECTION INFO. CU/) SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER ni nit MKI 1­i M _L COMMUNITY SPECS ....... ...... SCALE: 3/4"=V-0" (2) #5 CONT.- ij7= ... LI I ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W1 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 !Z�l 9 F, TYPICAL INTERIOR BEARING WALL w/ UPLIFT SCALE: 3/4"=V-0" VAKI L115 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 Tr=_I I 1=1 I I= 00 co �;t . . . . . . . . . . 4 Cl) I M, SEE A/S3/J/S6 ----- FOR REINF. INFO. 811 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS ('C'-'V*' S.G.D. rm`,� SCALE: 3/4"=V-0" 1\ �3 MASONRYWALLAND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD - 7 c-" CONT. FOOTING STEEL-\ MAT REINFORCING. GRADE 4. 4 00 LU 0 _j 40 Z 7) LU P: LLI n- Uj o W N LU cn X: - III III 0 0 -4 < U_ 0 - ce) u) 14 I V FOOTING BEYOND PAD REINFORCEMENT-] 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. � S3 MAY 3 0 0?3 Virtual Review Assist, Inc. , Inc PI -Ins Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 4 co 0 Cq LO CD C 0% co AI IJj 0 LLJ z Lr) - > 0 R 0 '00 U (y) di cy) CM0 U Ln U -0-0- 2 E -= :E Z) 0 U 0 00 <1 _0 < ->k 0 __! I-- V) u LLJ o 't -o 0`1 C cc) E 25 .02 0 0M0 70 0 Lli LLI (D LU W 0 LU LU LU 0 �- < 0� _j z (if U.1 0 :>: z E _j < "00 0 Q 0,,� W LOL () LL 5� U) U<) a 0 z I OZMOOF-:�� LD 0 z 0 [if 0 0 E Z LU LU LzJL LU z ::) 0 0 0 U) 0 z U5 0- Fn LU - 0 -, (D 0- > z 2 F z LL 0 LU L) < 0 111 U) K I z � () IL LL < < � 0 W z < < 0 off a Z) 0 < 0� U_ < 0 LL 0 C:) z W 0 U-) > U) q (0 0 cy) 0 U) CY) [*�_ Lt? 0- C/) _j It 2 U) LL_ < LU < Lq co 0- oo < Z 0 z 3: Lli C:) 0 Q0 CN CN N N C:) C:) C:) C:) C� 0 C� 0 00 0') W W CD N N N CN C\1 N 0 04 C) N C) N 0 04 0 N & C� 86 0 L6 r-- W, 9 -1 C14 01 CO LO C) C: ,4. CD �.L P & CD 0 0 CN LO > �N ce) It, 0 LO C) (0 C) L0 I Cr CO U) Z Z 0 C) W LU CO W 5; e1r% 0 0 = W CL M: zr- W I­- Z Lr �- 0� X < rn 0 z i­- (D z 0 Lu r-4 Z 3: -1 00 of >- W � < LU 0 ro z Z U W r_4 0,5 t < 1-- 2 z C) IL �- W z z z < 0 ry z 0 0 co z z z W N (.0 CN LAST PLOT DATE > t Apr. 24, 23 z 0 SIRUCIURAL _j DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE —2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION -OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. 12 SEE ELEV. ,,,�(TYP) SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD + CRICKET AS REQUIRED -\ SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPI W/(10) NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB 'H SEE TROWEL FINIS GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24"O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER d NAILSV STUD W/ (3) 10 BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE 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 FACE OF BLOCK WALL IS 2 1/4" EXTENSION FROM EXTERIOR VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .112" GYPSUM BOARD W1 DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. '\, L4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— )#5 \ BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 4 H -.A-. A 4 -.' - 4 :. I % I A 8" STD. geHOOK-1 LINTEL BEAM W/ (1) 45 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I I EPLAN) NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 03 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL­� _j _j < LU > MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.) FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY- GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. A _�'POURED CONCRETE BASE FOR BOTTOM OF MOUN TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" 3 SOLID AREAS ARE STEEL AND GROUT DOOR OPENING 1F=7 I�M� L F�-77 DOOR OPENING 11 L F_ 11 F1 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. MASONRYLAYOUT D� SCALE: N.T.S. ��1941_104 �1/ov IV 1111V6 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B MPSON SP4 / 6 30LID AREAS ARE 33TEEL AND GROUT ULL 8x8xl 6 BLOCK )OOR OPENING VERTICAL JAM -BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE 5/8"DIA. x 8" J 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. 2 x 6 P. J-BOLT TRACK BRACKET A _W_/ M_O­U� N NGLE lop iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER.� TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. � �4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' 1 (1) (2) (1) (2) (1 )LSTA30 4'- 9' (2) 1 (3) (2) 1 (2) (1)LSTA30 9'-16' 1 (3) 1 (4) (2) (4) (2)LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" OIC EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x 10" OR GREATER HEADER w( ) \—(2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER 9 EXTERIOR HEADERS: 1 Od NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x 9 OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. 0/ U.N.O. SEE N/S4 SIMPSON HTT4 TYP. ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT, PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL K�Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIEZ" 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 = :3 S I M PSO N H ETA20 wl (8) 1 0dx1 1/2" Ef / NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT I L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED M1 W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY V WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. . I . ! 71`­_� u V /8"xl 0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION ­21 I \1 SIMPS6N SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z wl (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4&, SPLICE STAGGERED >.�ICE NA .0 SPI 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ tA) 16d TOENAILS TOY6PPLATE NOTE: BOTTOM SPLIC) PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG, TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS PSON C Sim P.T. -ATE �11VWOUN Or'4 SP2 O11v1r,)u1'J \-NAILED TRANSOM FRAMING 3 Nx INTO TRANSOM FRAMING 1 O ST SEE SECTION AA/S1 AND BB/Sl FOR J6 ADDITIONAL DETAILS SIMPSON spi RECESS SIMPSON / SP4 SIMPSON-, SP4 /__J_ M LINTEL F�7- 4 2X8 P.T. BOTTOM P�ATE SIMPSON SIMPSON SP4 -7 SP2 -1 NAILED INTO TRANSOM FRAMING SIMPSON SP4 spi SIMPSON RECESS SIMPSON LINTEL SP4 FTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL j SCALE: N.T.S. 0" 2X TOP PLATE OVERLAPPING NAILS @ 6" �GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE OB 0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 4 2X8 P.T. BOTTOM PLATE 0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 33 (4565# SPF) 3 (5645# SPF) )S (933 # SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT 0XIED A.T.R. I & NUT 'ROOFTRUSSABOVE 2X BLOCKING Virtual Review AssiE Plans Review Completed a for compliance with the 2020 by Debra Anne K(ahr 1 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ Z-O" O.C. MASONRY WALL C 1 Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES SHEATHING 0 & 8" OIC FIELD L SIMPSON SP4 w/ (6) 1 Od x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON SP2 wl (12) 10d NAILS MASONRY-- SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP1 wl (10) 1 Od NAILS WALL BELOW 0-' 5/8"X1 0" J-130 LTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. cr) C14 0 04 L0 00 L0 < g:! Z Ld 0 0 LU fy Z < Ln (D LO E 0 CN 0 a) -5� 0 q U 0 oe) �:! 6 Ln CO �0 "j D 0 020 U CY) U c) E -E :E 8) U 0 U_ 0 < r, U­0 < Lf) C3 �� u U_j o_'t C� OCO) E �2 00 CL L1j Uj 0 W Uj W 0 _j L6 2 z _j z Q� < 0,< <=Y02__�2 3: U_ 0 U) < O� 0 Z 2 C) Z) 0<zu- Q� 0 0,200,-Dozz 0 LU LU Lj W , 0 0 0 Z 0 U5 Q_ 7) Uzi LU U5 W < = 00 Z U_ 0 _j _>z 0 0 LU a. _1 L) _t < 0 LLJ Lu Z [L I-L < 0 LU LU < �e OW 0 Z) zg < 0 < LL C:) Z W 0 > U) q cy) C) CY) < or, LO 0- a) LL. U) < Uj < cy) 13� 00 < Z 0 Z W LLI CD 3 0 20p mi N N d CY) CN d M 04 d C� N CN Inc. C14 1 4 d appro z� 0 C, 4 C) C� 0 BC 7th Edition X2300 0 . 06. 0-) CD CD V­ 00 — 0 04 C) 04 0 04 CN C14 N 0 C� 0 N A 0 04 0 C14 C) N 0 CN 0 04 (M C14 00 0 6 Ob 0 A I C14 6 M U") C) C 1 qt 0 .1 V- CD & CD 1 0 0 1 - 0 1 cc CD 0 I U') .7 4 a) > 0 0 C14 0 CY) 't LO 0 C.0 II_ 194- 1_: CO cn Z Z 9 0 4-a W 0 LU U) Uj 0 r- 5 -*-a 0 0 Z) n 0 I-_ < 0 Lr) -0 V, 0 Of W CL = W 0 Z W W < �_ co 0 i,- M: o Z 0 L: LU Z 3:. _j 00 W > >- cc 2 < Uji 0 q Z Z Z U_ Lu 0 �f < F- 2 Z (D 2 < >_ W Z U) Z Z Z < 0 0 _j 0 Z z z L4 Uj co 04 0 (.0 LAST PLOT DATE > Apr. 24, 23 Z.1..j 0 STRUCTURAL DETAILS SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHj - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-7 rIF >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 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± Z 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(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) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od 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 CORD ATTACHED W/ (2) 16d TOENAILS 7 OSB SHEATHING ATTACHED I I I CRI I If 61 — A 10dX3" @ 3" O/C //'-THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"X6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES �J�, 14'. W AND 12" O.C. FIELD ,%. --,- (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING,�� 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FO 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED \\-WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. — WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 w/ (7) 1 0dx1 1/2" NAILS AT 6_011 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 611 FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 0dx3" @ 4" OIC PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 1 Od NAILS L2x4 LEDGER (MATCH BOTTOM CHORD NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 114"x2 114" TITEN @ 4'-0" O/C ALIGNED WITH - STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (2.4,, GABLE WEB SECTION 2� WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR Z4 X-BRACING, AND TOP SEE STRUCTURAL--,,,,. CHORD BLOCKING NOTES AND NA;LING x x INFORMATION 00 co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/-/ -WOOD TRUSSES 00 1112 00 2"x4" CROSS BRACE ---- (2) 16d NAILS APPROX, 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS .2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C wl (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 'ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF: TWf= I ACZT I AKAINIATIMI (SPACE AS SHO N FOR 3-PLY) OLUrt Ur AUJAUMNI I NUZiO) SECTION SCALE: N.T.S. 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 I MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/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 /-7116" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od 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, FAST EN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 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) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. �5 MAX 9" UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d IF >9" SEE 10/S6 FWOOD TRUSSES TOE NAILS AT EACH END @ 1 1 24" O/C (TYP) 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" X/ M y N �BRACING w/ (3) 1 Od x 3" AT OSB SHEATHING ATTACHED EACH CONN. @ 24" O/C W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 OKTA w/ (4) �,_MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO TRUSS BLOCKING & (4) 1/4"x2 3/4" \-BOND BEAM /,---JACK SEE PLAN FOR TITEN TO CMU CONNECTION Pl��ARCHITECTURAL MASONRYWALL FINISH 2x4 "T" ON TOP OF F ' - L2x4BLOCKINGW/ JL! EXT. WALL CONN. (�b 3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 1 0dx3" @ 4" O/C (2) 12d TOENAILS T..., 4L NON - LOAD BEARNG LOCATION KD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" \�Ii5� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r9 ADDITIONAL INFORMATION. SCALE: N.T.S. �5 SCALE: N.T.S. 1\i5� 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT'� SCALE: N.T.S. � S5 ) GABLE END BRACING DETAIL TOENAIL % (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. ���5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. � OVERLAP TRUSS BRACING PRE-ENGINEERED--\ AT LEAST TWO TRUSS SPACES 6", OVERLAP WOOD TRUSSES ` MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. � S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. '\. �S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" 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"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS b 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 114"xI 1/2" SDS 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 wl (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z LU 2x4 BLOCKING_�,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 4� 10d NAILS @:)4�" O.C. TYPICAL GABLE TRUSS EB DOUBLE "L" BRACING DETAI SCALE: N.T.S. 2x4 "T" BLOCKING 2A BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.0 TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N T S_ (:]S5�_ DIAPHRAGM -4 BLOCKING @I BLE TRUSS 48" O/C -9EE�� :±tJ� TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. \, S5 J 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. < d U1. d Uj 9 9 z LU Uj M < 9 ;1. C) 0 LLI /—T CL �7_ NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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) 1 Od 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 MAT '3 V 2fi 7 Virtual Review Assis, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition 2>*L%d10EAnne Klahr PX2300 --SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C14 > LO 0 co LO O�, z LL1 o W LU z >0 C" 1) 0 q Cc) cy) �2 4, V) CY) '02i co U -0 - E -= 2 no 2 0 -2 -2. 0 LL 8, <0 < .0 #t: ULU (D 7C) cc) C:) 00 CL LU LU Lj C6 Uj 0 LU P LLj _j LU 0 LU �- < x z W z W 0 0. LE 0 2 0 D 0 CO W 0 Izj) 0 U) -Z OU- 2 2 00f E 0 cz, zz) LU W W 50 o U) 0 z U) D_ Fn W W V) LL M < 0 _joo_>Z�eo�_z 0LU(_)00_ _1 � < 0 LU I Z a. Q LL < LU 6 � 0 Lu z< < 0 W g < of LL < 0 LL 0 z CN W 0 U—) CD (0 0 z CY) p (y) C/) _j U_ Z < LLI < Lq cy) T_ oo < Z C) z Uj C) 0 CN (N %�o N M N C) (N 0 N 0 (N CN C) N CD C� 0 CD CD 00 a) CD CD CO — CD CN C) N C) CN N N N 0 NCN C) 0 NN CD CD N CD N 0 N d) C� 1�b 0 6 Ob C) A V­ v-1 N 6 M U") C) 4 0 T;�_' 0 0 6 T- 6 T- ,-, C:) (6 C:) o 102 N Lo >1) 0 CD 0 CD -4 0 0 (.0, CD U-) C'� C'), 1 Lo, 1 1 r" I CO Z z 9 4-1 Lu W U) LU 5; Q 0 Z) 0 3: < 0 0- 0 W LU T_ Z EL W W I.- LU Z) 0 co �- M z r*4 0 tz W z 3: _j 00 W 0 Z cl� Z Z LL LLI r.4 0 < 2 z c) < 0 0- >_ LU z U) z z z < 0 F_ 0 z z z LH W Cf) N LAST PLOT DATE > Apr. 24, �3, z 4-a 0 STFUCTURAL DETAILS (2) LAYERS ASTM TYPE 11 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 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FL OR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP W13 (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS in W/ (4) 16d TOENAILS TO TOP PLATE 0 co 718" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W1 (2) 1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL W 1114OULArION PER 1/2" GYP. WIB 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 :5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;;pos- S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYST --METAL SEAT ER PLAN OR FELT PAPER FOR MOISTURE V ifl BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" OIC CEILING & 8'01C 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 4 �!E A M I I- EI I IEI I IEI I 'A H IEI I IEEI I M I I= I _11 . 4 111-111 6x6 W1AXW1 4 4 WWF OR FIBERMES STD. 90 NOOK (SEE DETAIL) 8"X8"X1 6" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT .�ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CY) LL ULI 0 4"A" INSPECTION PORT AT m =i a. EACH FILL CELL TYPICAL W U) CL m AT GARAGE CONTRACTOR CY) TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE 00 (3) # 5 REBAR 0 \-STD.90*HOOK W/3" MIN. CLEARANCE 4" 1 14 N 3" CHAIR5 (SEE DETAIL) b TYP 2-STORY WALL "'""ECTION-- SCALE: 3/4"=1 C? CD :2� B 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) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL- SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ,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/BAND JOIST FOR SHEAR WALL ONLY, "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 E S6 2x STUDS @ 1- 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED -1 6d 2X4 RIBBONS, EACH W/ 4 NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUR SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN, 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1 ST FLR. SEE JIS6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. Lu LU = co m 0 U) p—mwnm—mq 15/32" OSB EXPOSURE1 �x SHEATHING _x PROVIDE BLOCKING AS REQUIRED PER 0 SECTION X-X IF I LU NOT FULL _j HEIGHTSHEET--/I 2 a) Z FLOOR SYST IM (2)- 2x TOP PLATE BEYOND __15/32" SB EXPOSUREI F SHEATHING Lij LU DLI :D 2x C LOCKING @ ALL C SHEATH 0 ING U) EDGES( OPENING I I SECTION X-X) SEE 0 r _x Fr Ly T!7 _x 7 —.@ LU _2xSTUDS LU BEYOND. SEE PLAN 0 0 j_jU U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %A1A1 I r-1 r-%1A'r1^k1 MIA^MARA 3/8" "S" = NAIL 3/8" SPACING 3/4"l 1/2" S /2) S S N S J�12 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE 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. A STAGGERED FOR SHEATHING SECTION X-X 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 T T DA D R BLOCKING AT ALL EDGES. A MINIMUM 8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAW/8". E NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL 0 NAILAT TOP PLATE TWO ROWS@ 4" O.C. wl 8d COMMON NAIL Z LL (D NAIL OPENING PERIMETER wl (2) ROWS@ 4" O.C. w/8d COMM 0 @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL � LU 0 D 1-0 Uj U>- PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADEF CF OM F wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < LE U , U) 0 co ca @ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL U� Z cn W 0 0 N LU MEMBER IF GABLE END L�: 7 LL _(n NOTE: WALL SHEATHING INSTALL. rc � �6 &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W1 (2) 12d TOENAILS o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl SIMPSON LS30 w/ (6) 10d x 11/2" EACH SIDE STUDS TYP. P.T. BOT. PLATE RIBBONS FLOOR TRUSS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR ",,- SPECS ON FLOOR 2ND FLOOR FRAMING SEE ADDITIONAL INFORMATION SECTION J/S6 1/2" GYP. W.B. MIN. @ DECKING -\ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE ATTACHED WALL SHEATHING HGT. FOR WALL HGT. :5 8'-6". (2) TO BOTTOM PLATE/CHORD W/ 8d ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" @ 4" O/C, 2 ROWS STAGGERED PTS FOR WALL HGT. > 8'-6 EMBEDM ENT @ 24" O.C. W/ 17, SIMPSON SP1 W/(10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) FLOOR TRUSS SEE FRAMING WEEP SCREED 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH PLAN INSTALLED PER MANUF. jj�. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" 4<. -11 1=1 117 O/C FOR THE 1ST 2'-0" OF NA ILS @ 24" O.C. INTO TRUSS IEI END WALL W/ (2)1 0dx3" @ EA, BLOCKING & MIN. 4" EMBEDMENT �: �_11_11_101 I END INTO 2"x4" BLOCKING IN KO BLOCK I M I I E El I IEI I IE E I ff . I I= III.,, IMIMIM11 p- 111 (3) #5 CONT. ON 3" SEE DETAIL 202 FOR 111 8" 8" CHAIR W1 3" MIN. MORE INFORMATION CLEARANCE 2ND FLOOR FRAME CONNECTION / �R, INTERIOR 2-STORY FRAME SECTION le`*�S PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" 1\16� SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. FOR ADDITIONAL INFORMATION. BEA SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.0 W/ 2"DIA x 3/16" PLATE WASHER'(MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W1 6x6 W1.4xW1.4 WWF OR FIBERMESH 4' 4 E q Cl) A 4-. 71 . 11 4 A 4 (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE A LTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V4 (1) (2) (1) (2) (1)LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 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. co F NISH GRADE 0? @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 2� MAY 3 B 2023 \/V\ V Virtual Review Assist Inc Plans Review completed an'd ap" ir p ved ior compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 co I I e.. AIYe LO 0 00 0 1 Ul) 0 z LU 0 0 LU Q� a z < 0 Q LO E > 0 0 0 q U (y) 2� mav cy) Cq V) .iii_ 4-- :3 U -0 :E E 0 Z) 0 U 0 o 8 0 0 U- 0, < 0 < C) ci V) U LU a OC) co 70 70 W W 0 W 0 Ld Cl) U.1 0 LU LU _j LIJ 2 1.- 0 UJ �-:< [g Q�g�ezw z x 0 0 _j :D 1 0 U0 0 0� < < 0 Cn U<) 00 CY X Of 0 0 -:� �- 0 < z U-"U- z 2 -, I— EE 0 F- 0 0 U) 8E Of 0- z,;0 0 0 co z LU LU , � LU-= Z :) (D EL > W Uj�w �_ (n , x < 0 a. Z ��Cl Z C/) 0 z LL _j z 0 Lj L) � < 0 LU III z 0 Uj m � W 2 0 W Ej 5 0 UL < U_ 0 CN W 4 > U) CD co (=:) CV) C/) _j U? 0- Cf) I LL 1�31 U) - I-, z Li < L(? 0� 0- co a- r-- < >- < 00 z C) z W U-1 C:) C:) 04 C14 m C14 CY) C14 0 04 C) N C) 04 P-� CN 1� t' 4 0 0 0 0 C:) 00, Q CD (0 - 00 - 0 04 C) N C) N N CNI C) C� C) 2 0 C� C) C� CD �4 C) C� 0 N 0) N CD LO 00 CD CY) v-- V-- 04 6 M U C) C 4 :, 4" CD CD 6 6 11 (6 0 N U-) E 0) > 0 CD CD C6 C) 14 0 L6 C) 6 CD pl� U") 00 z Z z 0 -6-0 �_j LU W LU U) 5: 0 C) 0 < 0 -0 0 Ix Uj -r LO -0 CL LU F- I.� 0 W 0 < 00 F- = z .4 r (D 0 t= III z �: _j 00 5. >_ ry W 0 z z Z Lf) LU 0 < < _j2z >_ CD < ( CL >_ W U) Z U) z z < 0 Irmy . . z 0 _�e 0 j 0 0 00 z z z 14 W Lce) (.0 C-,4 LAST PLOT DATE > Apr. 24, 23 0 STRUCTURAL DETAILS —MONO 1/4" MAX ir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER F-1x4 F 1/2" DRYWALL TO PRODUCT _\ FP. TO PRODUCT APPROVAL FOR CONN. ��lx4 P.T. APPROVAL FOR CONN. x4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"t BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. PER MANUFACTURE 111 DETAIL MASONRYTHROUGH 1-1/211 DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER 1x4 I//- Ur"i T VV/-NLL TO PRODUCT APPROVAL FOR CONN. X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. &1142X8 FROM EACH END W/ M�l 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER -O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT N 1x4 N k112 DI DOOR JAMB (REFER C�� � " r- F TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 x 3-1/2" TAIPCON @ 16" APPROVAL FOR CONN. O.C. & 4" FROI 1x4 (2) ROWS 3/16" x 3-1/2" 0 EACH I I IST FURRIN TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. q r, T 4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ 2 9 , T "r x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x D TAIL 2 1/4" D TAIL STAGGERED @ 12" O.c. 3-1/411 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC SCALE: N.T.S. � SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45 A DIAGONAL (4)lOdNAILSINTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. X\\ BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR i SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A � BACKSIDE TO FIT ARCH 119; 1.:-4 (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHORIJ \-2x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD, 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B I K.) /4" MAX EMBEDMEN 2'-0" 81' 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) 1 Od PROVIDE 2 x 8 DIAG. BRACE BTV� NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B.. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W1 8d NAILS x 4 SOLID BLKG. (FULL WIDTH OF WALLS) "f—'--2 INSTALL WDW, SCREW ANCHOR INTO ARCH BILKS. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. � �s PROVID PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90, HOOK LNOTCHWEBAT FIRST 2 COURSI APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SCIS 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 41/2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HID TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED, PER NAILING SCHEDULE LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A wl (10) 8d NAILS JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4!-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FORSOLIDGLASS 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 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 1�__ 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 MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (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 K'T SCALE: 3/4" = V-0" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6'-0" F.F. *.4 I I IEEI I M I I= IEI I IEI I I_= -I I 1�5 I IEEI I 1EIR11 5111- GRADE _1L I ILI I C14 Cl) z "'�(2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) rHE S I 1KIAr%1"CE)TADI C IKICTAI I TInki FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIC44 SEE NOTE 1 BELOW SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BF."GkIVALL TYPE ALUM FASCIA PER PLAN I 1 4 . ........ 1-3,Wl: TRIM PAINTED F CWkNNEL, -4".... GS NA L w,0511 Ci` HEAD DIA r�6 2,PIlID, FASTENED PER NOTE 2 BEL(1'0.1 CONITIVENTED OR SOLID SOFFIT L CONT 2x4 NAIL D TO 2x BLOCKING NAILED TO TOP BLOCKING wl 2-12d PLWLS,-) CHORD EVERY OTHER TRUSS wl 3-12d NAILS, TYP. G,CJ BUILDER TO VER1FY!PWD%--IDE SOFFIT NIATERIAL SPAN CAPACITIES BASED ON THE DESIGN PREzSt;kfRESSPEQFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN 'C"R[TERA ON SHEET SN, FOR 8( ' )FHT A"IFIACHNIENT AT ViALL (PER ALPHA ALUPA FL# 16544 R5 FL PROOLICT APPROVAL) F CHANNEL FASTENED TO: �Ai',,'T NAIL.F9T'DIA (�? 24" 0,C. W1 5,118" P01N. E(ASEDNIENT WOOD 1�vi (3) 16 GA_ _A"x 14'CROWN STAIPLES@0 24" MAX 0,C, IN DIAMOND PATTERN SUB FASCIA vor 16GA_ a,4`x1i4` CROWNSTAPLE @ Eja.CH GROOVE STRUCTURAL SOFFIT SF01Sr_ALE_ 3J4� - 1 �-O� FOR ALUNiINUM SOFFITS —WITH SPANS ��C. A-1 R E,; EV - 09 2021 > V-4". INSTALL NIID SPAN, BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA �REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 1__�_2 X 4 #2 SYP SCAB TO SIDE OF �TRUSS AS SHOWN FOR O.H. UP TO 2'-6" RUS DOUBLE 2x4 SCAB FOR 2-13" TO 4'-0" O.H. A, 0 (2) 1 Od NAILS @ 8" O,C. 4 0 A TO TRUSS TOP CHORD + 4 + + + ,�PLYWOOD SHEATHING + + ----7 BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP .............. . 7 EACH TRUSS CONNECTOR SEE LINTEL SCHED. A PRECAST LINTEL SEE ELEVAT 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED -(MAX. 4'-0") @24" O.C. FASTENED TO CMUI W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR Ml%'-: MSTAM STRAP SC'Al F-R/4 L-RITIMIL-INTITIIIIIIII&TArl", to, z 0 C/) U_ 0 LU 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. >< 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/411/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP. SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 _,I�INISH FLOq,R =�19 -`0 .. A #5 BAR 1.0 CENTERED W/ FOP C) KNOCKOUT/ C"! CHAIR BLOCK :� 70 % 14/ - MONO FOOTING 1EE1 I I- 'z z!..t> .. . . SIZE AND REINF. PER PLAN 71 1 Z! �4 , 1. 4 .1 _14/.. AND SECTION DETAILS �/Tp Z z V_ r CLEAN FILL 1;2 DIRT STANDARD CD #5 BAR IN 99 HOOK FILLED CELL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MAY 3 0 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ Virtual Review Assist, Inc. NON SHRINK GROUT. Plans Review completed and app ved for compliance with the 2020 FBC 7th Editior, by Debra Anne Klahr PX2300 #5x6'EMBEDDED INTO EXISTING FOOTING (2) #5x6'IN CONIC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY r�� 15� I j EXISTING FOOTING RETROFIT FILLED CELL DETAIL SCALE: N.T.S. n SAW CUT SECTION SCALE: N.T.S. CY) 0 04 I- LO 0 00 LO 01' Z I t% 0 en e, z E W > 0 C, 0 *= -0 C:1 r) M V) C') 4- U2) t '11y) E :E 0 2 CD 0 0 LL C,) < ­0 < 0 .0 LU _C, 00 E D 7C) 0 0 1) '0 (10) W LU (D LU LLI 0 1- Ld LL1 LU 0 LLI I-- �e z of z 02 < < =::)--j C3�.=01002 < L) n <0x-U)= ::) C)(n= 0z2q0I._ 09zLLtR00-Mj2z 0 LU_z; Wv)= Z) a 0 0 U) 0 Z C/)W a.>Cf)LUWI__zLLI=<0 CD Z 0 z 0 < 0<- 0 W W z 1-- _j 0- 0 30- LL < ow 2�� H��< 0 Ir 0 D 0 z < < < g LL 0 LL 0 C:) z CN LU 0 > U) cp (0 0 0 In C) co I,-- < U) LO n U) _j - ( n U - r, 1�11 U-1 LO oe- cyi r) T_ < >- oo Z z LU LU _j 0 0 C\I N CY) N Cl) N C) C� C) 0 C14 CN CD N 0 C� 0 CD 00 M C-0 M C) N N N N N C) N 0 N 1010 0 N CD N C) N 0 N 0 N 0 6 Ob A 11 N 6 M UO), C) C) C) (6 0 N L0 CD CD C� 0 CY5 CD 4 0 Ui a) C�6 CD r,� U") .qT Cr CO U) Z Z z 2 0 W LLI LU U) 0 0 00 < 0., a- 0 Of W 2 Z LILI Li < to 0 z �— 2: z (D ZO t3z: uJ 00 il� >. >- z> < 0 2zW _zzLI_ U-) Uj CD 0_j�z CL W L z Soo z z z =<O 0 z z Lul Uj M C14 co (N LAST PLOT DATE > Apr. 24, 23 z STRU CTURAL DETAILS—RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE7T," l'-01" 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 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND N� MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2xl 2 TREAD GLUED AND NAILED Ik DRrFT ST�P DR 2x4 PT NOTCHED INTO 0, 2 STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST i U NOT TOUCH STRINGERS INTO FLOOR WITH GLU STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING LU POINTS "lx4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING �H SECTION VIEW SCALE: 2" DOES NOT BEAR IN WALL GLUED TO 14, 2x8 SECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS ON VIEW "All SCALE: 1 V-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "ID" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL _---2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 1'-0" SECTION D-D -3/4 PLYWOOD ON DECK ---2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2xl 2 STOP TREAD GLUED AND NAILED STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1 V-0" \7'2x8 SYP DRYWALL STOP MUST /NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SI M PSON MTS 12 W/ (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "B" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN AND 1" GAP TOP AND 2 BOTTOM, GLUED AND NAILED TO STRINGER 2X4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 C ATTACH ALL COMPONENTS -1 OF STAIR TO CONC. W/ " X 4 2 Z"TAPCONS @ MAX. 32" O.C. G. 1 SCALE: 1 V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER TREAD-�, 1 x4 GLUED AND NAILED TO STRINGER >��-x4 DRAFT STOP _14- 2x8 SYP DRYWALL STOP MUSTNOTTOUCH STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 �A OR LSC EACH STRINGER—` 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "Ell SECTION VIEW SCALE: 1 1-01, 2" -3/4 PLY\A ON DECI, --2x8 Syl AND Ni FRAM11' 2x4 DRAF STOP 2x4 BLOCI, OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP SIDE) TO BOTTOM EDGE OF 2x12 STRINGER FSTRINGER --L---PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS W Lj X OF STAIR TO CONC. W/ 1" X X 4 " 0 C. 2 TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW llCll SCALE: 1 l'-O" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT (2) LAYER -14" EDGE GOLD OSB OR PLYWOOD OR 1 3"X16" LVL 4 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll SCALE: 1 1'-0" SCALE: 1 V-0" El PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO ;LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING - 0 1 /AIM UUINO I NUU I IUIN Ut: I tAILO (IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 l'-O" JOINT - TO )ISTS) NAILEDAND TOP PLATE NTO RIM BAND, 4D NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x ECTION VIEW 111-111 SCALE: 1 1'-0" MAY 3 0 2023 Virtual Review Assist, Plans Review completed ankap Ve v , for compliance with the 2020 FBC-7th Edition by Debra Anne Klahr PX2300 N LO 0 00 LO V_ L'U' C:4 W < Z b- W 0 W Z LO Fq E 0 Cq 0 L. 10 q U cy) 00 4. 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(0 LLJ 0- > Fn Uzi, LLI �_ 0� < 0 (D LL (30 Z Cf) LL Q_ z �4 z < < 0 Ljj 9 z C LU 0 IL �_ 2 � U) - Uj Z 2 L) IL LU a LU 0 0 - I- 9 < 0 C� 0 :D OYZ U_ < 0 < LL C) Z N W > Cn co 0 cy) 0 < co I,*- LO 0- C/) lqt LL 2 U) [*.- Z < Uj < U? 00 < Z 0 Z LU Uj _j C) C) (0 CN N co CN CY) N 0 C14 0 CN 0 N C) C� C� C) C:) CD C) C6 6 co (0 r-- 00 — 0 CN 0 C14 CD N N C14 0 C� 0 N 'to' 0 C\1 0 04 CD 04 0 (N 0 04 0) C� 0 L6 — Cb C) C; "-, 04 6 CO 't 0 I T�1_ 0 c� CD C) C.6 C) 0 E (D >1 C) CD M1 t (D U") I I I I I Cr CO U) Z Z z 2 C) Uj 0 LLJ C/) U, r 5; 0 0 0 Q� W = U") Z 0- W I- - < co 0 Z F- Z r%j (D 0 Z 00 < LL, 0 2 Z 0� Z Z Li LU 0 < �_ � Z LL, C) U 0- >- Z Z Z 0 < 0 0 co Z ST Z Z W _j LIJ C0 N C co > LAST PLOT DATE Apr. 24,23 0 _j ST�IR DETAILS ENGINEERING SPECIFICATIONS I PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. I 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 17-41' 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. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL 1N LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 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 T N 8" LINTELS ONLY. I SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 03-060S.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 < 1.0 SAFE HORIZONTAL LOAD — 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9� FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11, ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LOAD - POUNDS PER LINEAR FOOT 8L18 8F8-OB 8F12-0B BF16-OB 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 3F24-18 8F28-1B 8F32-IB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 - 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 � 2751 3820 .4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 1 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 1 2189 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (36 7342 (19 8733 (19 10127 (19 T-10" (70") PRECAST 1062 1105 1 1173 1631 12090 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)1 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1 1011 1729 2661 3898 5681 8467 (44) 6472 (15 9'-4" (112") PRECAST Z)Xt 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 _ 4705 37 1 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536_ 643 1052 1533 2093 2781 3643 (38) 4754 (4 1 V-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 1366 1846 2423 3127 4006 12�4' (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 - 2805 3552 IT-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 — 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR MR 412 710 1250 1733 2058 12320 2513 1 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 NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^z"Cm" SAFE LOAD - POUNDS PER LINEAR FOOT _TY P E LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-OB 3RF22-OB BRF26-OB 3RF30-OB 8RF6-IB 8RF10-1B 8RF1+IB 8RF18-IB BRF22-IB 8RF26-IB 8RF30-IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 T- 567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 69-04 1 1756 3699 5206 16639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (19 9311(19) 5-10" (70") PRECAST 810 859 1653 1 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10)8060 (39) 7402 (19 8706 (19) 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 (32) 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 (19)10893 _ (48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 (47) (*) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ICANT-404" SAFE LOAD PLF --- —____TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3,_6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5-10" (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 IY-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22,_O" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N. R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^ZT -401TW SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 1 693 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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 40AXT-�Vm SAFE LOAD - POUNDS PER LINEAR FOOT ___T'I'PE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 1 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 1 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (23) 1021 1634 (12 2102 (1 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(15 1471(15 181k15 2152 (16 2494 (15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15: 1185(15' 1 1458 15 1732 15' 2007 (15 530 686 1183 1526 1865 2204 2544 11-4- (136") PRECAST 474 485 798 (15 1034 1272 (15 1510 (15 1749 (15 494 599 1028 _L5 1422 1738 1 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 418 (15 373 6� 783 (14 962 (14 1141(l 1321 (14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15 346 559 (1 723 (14 887 (1 1052 (14) 1218 (14) 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 14--8" (176") PRESTRESSED 239 323 519 (13 671 (13 823 (13 976 (14 1129 (14) 246 390 655 968 1324 (8) 1625 (1 1874 (1 15'-4" (184") PRESTRESSED 224 302 485 (13 626 (13 767 (13 909 (13 1052 (13 230 364 609 897 1224 (8) 1562 (14� 1801 (14) 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12) 754 (12 872 (12 192 303 500 732 993 (8) 1268 (14 1470 (14) 19'-4" (232") PRESTRESSED 162 222 3�) 446 (11) 546 (12) 646 (12 746 (12) 166 261 424 616 831 (8) 1057 (14 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 (11) 393 (11) 480 (11) 567 (11) 654 (11 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'-0" (264") P�ESTRESSED 137 192 295 (10), 378 (11) 461 (10) 545 (JI) 629 1 137 221 354 508 681 (7) 861(13) 997 (13 24'-0" (288") PRESTRESSED 124 175 267 (10) 341 (10) 416 (10) 491 (10) 566 (10) 124 200 316 450 600 (7)� 756 (12) 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^ZI-44VOW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-IT 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T BRF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5--8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8 1952 (7) 2442 (6) 2931 (6) 3257 506 967 1462 1952 2442 2931 421 9'-8" (116") PRECAST 395 491 931(12) 1301(15 1640 (15 1980 (15] 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GP40 FIELD ADDED PEBAR. SEE NOTE NO. 4 CG ] H C ) UNIT'2382 - 1ST FLOOR PLAN 1/419 = 1 1-011 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS 0- L L\ 8F16-1B/1T 8RF14-1B/0T 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED *(D ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR L\ C. M. U. U.) 5 L Lu Z LU Lu L U - Uj #5 REBAR AT LU 0 < BOTTOM MIN. (1) x-J LL 0 — z REQ'D Ln 16 GAUGE POWERS 50 0 LU Ln � e 3� — f lu 4- STEEL BOXED ce 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURERS SPECIFICATIONS FOR INSTALLATION. CONTRACTOR To PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURERS 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. I #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR Z M: C.M.U. < VCFLINTELCAVITY = 00 0 LU z C GROUT #5 REBAR AT BOTTOM 0 ON '-- 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 MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and app, pliance with the 2020 FBC A bv Debra Anne Klahr PX230( LO 00 CP z LU Z ot 0 A-, ty z 0 4) Q) L-0 > OIN 0 '00 U (") no Cq 41 4— U 4) E CO 0 2 '0 0 0 0 LL 0 < () 0 < 6'. U LU OCOO E �2 OD 70 C) CL w L11 0 Cn U, �--:< W 2 � W - 0z Cf z �eoo w W < < won—j< - < < 0 — rn 0 3: W 0 U- U 0 X -i Z LWL LL 0 z � 0 Q C) �0ZOE!0OC-0j0z LL 0 -j D CI 0 0 0 z OU)Cf u) LU LU V5 LLj L'U W Z75 W W Z =) 2 CL Z LL < C) -j z w z w 0 a. < z �e 0 0 a. MW LL < F<- 6 n C-) < 0 P �5= LU < 0 W b 0 � z � < LL < 0 F- LL 0 C) z LU q M 0 (y) I,,-- < LO 0- -j 2 LL U) < W < LO 0- (y) 0- V-- 00 < >- < z 0 z W 0 C) (0 C14 C14 ce) N ce) C14 C) C\1 C) CN C) CN r-� C14 1 4 T- C) CN C) I=) C) C:) C� o6 6 (0 M a C) C) C) C� a N C) N C) N CD N C) N C) N M N W C) Lo c� A LO lt CD C) CD C:) a (0 C) 0 E41 no Lo4) > C:) C) cNi C� co It C� LO C� co C� r- Cr CO U) Z z 4-j W 0 LU LU 5; 0 C1 0 Z>< o O� W Lr) -0 U) Z W < W Z) < CO 0 Z -r Z 0 t= LU Z 3: 00 > >- W < ED 0 ry) 2 z CK Z Z LL LO W r*�j 0 -1 2 z b C) a- >- , LI) z U) z z M < 0 cl� 0 0 1z z Sil z C\j W C) cli N LAST PLOT DATE > Apr. 24, 23! 40 Z STRUCTURAL DETAILS A -1 F 1. lit -1111 - I 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)05L (1)#5U (1)#5L (1)#5U (0)#5L (fl#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)05L (I)#5U DETAIL'D' DETAIL'B' &'C' 2--1 0" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 9462 9462 10000 100oo -3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 -4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 3722 3722 3598 3598 -4'-6" 3'-Z' 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" 1 PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 1 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 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 81-01, 6'-8" PRECAST (2) D4.5 WIRE No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2E)N a. 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�4' PRECAST (2) D4.5 WIRE 0(2) (2) No. 4 N5 398 727 727 582 718 11 '-4" 101-01, PRECAST (2) No. 3 (2) No. 355 649 649 489 649 12'-0" 10'-8" 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'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19-4- 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 256 256 188 262 (2) No. 5 N.R. 2 1'4' 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) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7/16 strand HE 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 164 164 124 179 1 (2) 5 N.R. I I N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" Lit') DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF 45 BAR AT S-SOLD NTEL LOW FIR LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTH j L1111TIYO1111AIRAT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (])#5U (I)#5L (])#5U (0)#5L !1)#5U (I)#5L (2)#5U ( 1) #5L ( 1) #5J DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAILK 2'- 10" 1'-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 ----3'-6" 2�-2" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 13000 10000 4'-0 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 9550 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No.3 7207 10000 9863 10000 4'-8" 34" PRECAST (2) D4.5 WIRE (2) No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4843 6687 6635 7320 5- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) No.3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 81-01. 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 114" 10.-01. PRECAST (2) No.3 (2) No.5 1568 1568 1222 1568 12'-0" 10.-81. PRECAST (2) No. 3 (2) No.5 1439 1439 1075 1439 12'-6" 11 '-2" PRECAST (2) No.3 (2) No.5 7354 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 HE 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, 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19-4- 16-01. PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED 1 (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) No. 5 22'-0" 201-8.1 PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + F270' 22'-8" PRESTRESSED (2) No.3 1 (2) No. 5 1 642 642 1 1 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ -] QUANTITY OF #5 BAR AT S - SOL D LINTEL r LOWER LINTEL CAVITY [8x16-P-IL/11J] I NOMINAL WID'H� L QUANTITY 01 #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x`12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE'&'DF' DETAIL'DG' 3'-8" 24' 1 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-B'. 3-4' 1 3-4)" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 4'4� 4�-O" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6--B" 5'-4' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-6' 64' 6'-0" PRECAST f2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-81, 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 TYPE DESIGNATION P : PLAIN LINTEL/ QUANTITY OF 05 BAR AT S SOLID LINTEL LOWER LINTEL CAVITY [8x] 6-P- I L/I U] NOMINAL WIDTH� L QUANTITY OF 11 BAR A NOMINAL HEIGHT UPPER LINTEL CAVITY I DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U (1)#5L (I)#5U (0)#5L (])#5U f 1) #5L (2) #5U (1)#5L fl)#5U DETAIL'E' DETAIL DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST f2) D4.5 WIRE f2) No. 3 6766 1 8225 9200 9445 4'-6" 3'-2" PRECAST f2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4�-&' 3'-4" PRECAST (2) D4.5 WIRE ( 2) No. 3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5--10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 &4' 5'-2' PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8.-0.1 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 -8'-4" 7'-0" PRECAST f2) D4.5 WIRE (2) No. 4 1679 1679 1699 1776 9'-4" 81-0.. PRECAST [2) D4.5 WIRE f2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 1 Y-4" 101-0.1 PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 17-0" 10--8" PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12-4- 11 '-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 859 859 591 896 14--0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17--4" 16-0" PRESTRESSED [2) No.3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18.41 PRESTRESSED (2) No.3 (2) 7116 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 �2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'-0" 1 22'-8" PRESTRESSED 1 (2) No.3 1 (2) No. 5 1 399 399 217 412 4� DETAIL "E" DETAIL "F" PETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR T S - SOLID LINTEL I.-11 L111111 AVITI [8xl 6-P-1 L/1 U] NOMINAL WIDTH] L QUANTITY OF #5 BAR A NOMINAL HEIGHT UPPER LINTEL CAVITY I 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 I) #5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' fl)#5L (1)#5U DETAIL'N' DETAIL'L'&'M' 2�-I 0" V-6" PRECAST [2) D4.5 WIRE (2) No.3 I 0o0o 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST [2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4--8" 3'-4" PRECAST f2) D4.5 WIRE [2) No.3 8548 10000 10000 10000 5'-4" 4'-C" 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) DT.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 81-01, 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" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAS't (2) D4.5 WIRE (2) No.4 2384 2384 1884 2371 11'-4" 101-01, PRECAST (2) No.3 (2) No.5 2082 2082 1590 2082 17-0" 10'-8" PRECAST (2) No.3 (2) No.5 1895 1895 1401 1895 12'-6" 11 '-2" PRECAST (�) No.3 (2) No.5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 (2) o.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST [2) No. 3 (2) No.5 1490 1490 992 1490 14'-8" 134" PRESTRESSED (2) No.3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No. 4 164' 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) 7116 strand + 1368 1368 771 1264 (2) No. 4 19'-4" 18.-Ol. PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 (2) No. 5 20�-O" 1&-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 2 V-4" 20'-0" PRESTRESSED (2) No,3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22�-O` 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand + 24'-0" 22�4" PRESTRESSED (2) No.3 (2) No, 5 740 740 393 772 nI=-rATI 1-1 11 ENC-1-ATI "NA" FIL-rATI "Kil- TYPE DESIGNATION P - PLAIN UNTEL/ -] QUANTRY OF #5 BAR AT S - SOL D LINTEL r LOWER LINT11 011/�- [8xl 6-P-1 L/1 U] NOMINALWIDTH] j LQUANTITYOF#5BARA NOMINAL HEIGHT UPPER LINTEL CAVITY I GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID 41 (1) 111)) L #1 (1) 1 (1) L SOLID #5 (2) U (1)) DETAIL'DH' DETAIL'DJ' DETAiL'DH'&'DJ' DETAIL'DK' 3�-&. 2'-4" 2--0' PRECAST (2) D4.5 WIRE (2) No. 3 5713 1 ODOO I ODOO 10000 4'-0" 2'-8" 2'-4' PRECAST (2) D4.5 WIRE (2) No. 3 1 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 X-8" 3-4' 3.-0.. PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 1 6382 51-81, 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6�81' 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8` 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 22?2 2292 1918 2121 L 9'-8" 8'-4" 8'-G' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DY' DETAIL "DK" TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR A S -SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/I U] NOMINAL WIDTIJ L QUANTITY OF �I FAR A N IN P I LIPPER LINTEL CAVITY I GENERAL NOTES: 1.)1CODES .1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2. 1.1 PRE -CAST W/STANDARD REIN FORCEM ENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ks! 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 11 11 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCH ED ULE) 'JF �u tLD 3 ) 2" 2 (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 00 2 7/32" STIRRUPS AT 4'-0" cc 00 00 M (TIEED OR WELDED) Ln Ln Ln B T BOTTOM BARS SEE SCHEDULE rN 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINIF. STEEL - ASTM A615 TYPICAL LINTEL SECTION_ PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" ao 00 Ln rn 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE DE:MMiI'4U Ur- 0 kVV 1­1 M VIIINIVIUM tik-Lr-r I ADLC C)CIAMIUMQ1 Ur -1 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (21020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #51- (1) #5U (1) #51- (1) #5U (0)#5L JI)#5IJ (1)#51- (2)#5U DETAIL'O' DETAIL'P' (1)#41­ (1)#5U DETAIL'Q' DETAIL'O'&'P' 2--10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 0000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 0000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No, 3 10000 10000 10000 10000 4'-6" T-2" PRECAST (2) D4.5 WIRE_ f2) No. 3 10000 10000 10000 10000 4'-8" 3-4- PRECAST (2) D4.5 WIRE_ (2) No. 3 10000 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 1 0000 5'-10" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 5000 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No� 4 5967 6199 4657 6477 81-01, 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10'-6" 9'-21. PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 11'-4" 101-01, PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14'-Q" 17-8" PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15'-4" 14'-0" PRESTRESSED f2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16'-0" PRESTRESSED f2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19�4' 18'-0" PRESTRESSED f2) No. 3 , (2) 7116 strand + 1348 1348 753 1330 J2) No. 5 20'-0" 181-81, PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 2 1'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1023 1023 576 1121 . (2) No. 5 (2) 7116 strand HE 22'-8" PRESTRESSEF) (2) No.3 (2) No. 5 1 898 1 898 1 481 1 947 DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF #5 BARAT S:SOL D LINTEL -- 11 UNTIL CA111 [8xl 6-P-1 L/1 U] NOMINALWIDTH] L QUANTITY OF #5 BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2O" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DE-rAIL'DL'&'DM' DETAIL'DN' 3'-8" 2'4' 2'-0" PRECAST f2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4�-O" 2'-8" 2'-4' PRECAST (2) D4.5 WIRE (2) No. 3 1 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4-4" 31-01, 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3.-01. PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1 1640 3122 91-81, 8'4" -1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 T 2158 2158 936 2036 jP UNIT'2382'- 1ST FLOOR PLAN_ 1/811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTA L LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 (1) U (1) L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4--B" 1 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 1 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 1 489 261 1 393 1 _LT DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1� U (0) L #5 (1) U (1) L SOLID #5 12) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO'&'DP' DETAIL'DQ' 31-81, 2'-4" 2-0" PRECAST �2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-D" 2'-6' 2 4' PRECAST (2) D4.5 WIRE (2) No. 3 7599 1 DOOO 10000 10000 4'-2" 2'- 10" 2'-6" PRECAST (2) D4.5 WIRE f2) No. 3 6796 10000 9505 10000 4'-4" 3�-O" 2-6' PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'-4" 6-0" PRECAST f2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6-4- 6-0" PRECAST f2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 1 rT-8-I 8'41 1 81-01, 1 PREC ST (2) D4.5 WIRE (2) No. 4 1552 1 2996 1183 1 2844 1 TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT EL S - SOLID LINT LOWER LINTEL CAVITY [8x16-P-1L/1U1 1] L AT OINAL WIDTH- QUA&Truryj #5 DAR AT Tu 43'ItNAL HEIG14T UPP CAVITY D ETAIL "DI IN" DETAIL "DC TVP� nFQIrKIATIONI P PLAIN L/ #5 BAR AT S MUD A -1 r WAL CAVITY [8x16-P-1L/1U1 Od*L MTH-1] L BAR AT NDWINAIL HEIGHI L CAVITY TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLD LINTEL LOW FIR LINTEL CAVITY [8x] 6-P-1 L/I U] NOMINAL WIDTH], L QUANTITY OF III BAR NOMINAL HEIGH UPPER LINTEL CAVITY MAY 3 0 2023 Virtual Review Assist, Inc. Plans Review completed and approved 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" A 8"X8" 2- 10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 263 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 81-01, Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11 '4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 164" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestrefsed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended co N 0 !Z4 0 CID U*) 01 < -j i U., C-0 LU LIU v, 0 z V) a) LO E > 0 0 n (y) 4, M 00 4- M 20 t co U-0-0- 0 0, C: :L- C) E -E = (::) ::) 0 U 0 CD 0 LL- 0 -5 " < U Ln u LU IN C: 000 E S2 70 .9) 0 0 clo. 6 LL1 LU 0 LL1 LU LU 0 LU LU 2 p 10� z z LU 0 < -j X -< < � �e R -j 0 0� U-002-jo << F- F-: <OR-Jwo��!Ow 00 -jp= Z) 0 ZU-U­-z�-'0i­- 00j)f90-00�00MM6 UJ LU LU W 0 0 U) o z U) V5 CLH-Lu UjI­-ZU­0f <Qaf -j _3 R 5- z Z 0 UJ 0 CL I < LL) LU Z - z> '< 9 vi-5 LL < 0 W MWO 0 C) 01- =) 5 �e Z 9 < < 0 < ILL. �5 C) 0 z C114 0 W I­- :5 r-- 0 z or) < U) CY) Lo j - 0- (/) U) Z < LU < Lr� 00 Z z 3: Ul W _j 0 0 (0 C14 04 M (%4 CY) (N C) 04 C) CNt C) C� C:) C� C:) C� CD C:) C) 00 0") to W CD C1q C> C� C) C� C) `� CD C� C) C� C) N1 C) N M C� W C) Lo - W C) A V- '- N 6 M LO C) 't C) I� V� CD C� C) 6 6 a 6 C) 0 U a) >I C) C) C) C) '-tl C) C) C) I NI ce) I Lr) I (D I r- Cr 00u) Z ZO 10 4-0 Lu LU co LLI F- - 0 2: 0 cy) 0 LO -0 L0 OWW2 z CL M< F- < LU < < co 0 z - M: z 0 != LIJ z -JI CC) ry >- j)f 2 < LU 0 Z. z ry Z Z LLI w r4q 0 < < F- -1 2 Z b3; < 0 IL >- 'W U) z z z =F < 0 z F- 0 L) 0 0 F- z S12 < z z LLI LU Q0 C:) > LAST PLO�� DATE I Apr. 24, 23 0 STFiUCTURAL D ETAI LS A 4­0 March 6, 2023 (D Mounting Wadilft I�'ll (r Gatjqel Back Cross Support 41Aafe be cut Tia -lit See, Anchor SchwJule is t Bracket 6 Gi-auge) Bolt's f"'� "I (s 0111 101 "t #'l4Se1f-F)f4firhj serevIn Us- Aitt, Unit Bol Wfin Fd9t pirst a in Front) _tsct Coal S�krdpkodl c? d& 11 Ed v 1 �u 1, 1 t t W LW, bracket (16witi;c 9 14 Streieis 7 tiltv Brack­vl it 0 Fir It Cross 5urard r i In to AVC U rt a Bon Parn 5i& jtypicaj: 3 cacid side. for uso) U1313MEME33EIM "J"I'll14 Ifil In i'loor''111,11 IM $tILKIIIIIII110 hl Wish �h li�di'%": fw AN Ill E triterred lialittilil %rid E!�t�t4%,i?A,lg,i:��v:iia�m��itI upon nprIava, IlkIllu:6111 f6dItlydil djldfl:�P� � Florift Department of Business Frotessiol !Fleguaon Paola, BulmIng c*dI Standards Product Approval Applicallfres Dal PRODU140111, As required: by Florida Statute Categoryf Subcategory MOM M r% ON& IL; I ArPROVAL SPOE C1 IF I C ATIO'N' E"NEE61" 553,842 and Florida Administrat1w Code 9B-72,, please, proAde the Information and approciall numbers, on the building they %,ill be utilized on the construction A for which you are applyingfor a projeCt Manufacturer Product Description Approval Number(s) (2023) components listed Test Pressures below if Exp, Date Building C-odefsanA Standards jryr�-, Product Approval Applicadon Detail C/) S) 73 L_ C C__ L 0 (D 0— = CZ CL (D 1 Al U) CU 0 �2 0 C) 0 LL_ CZ %4-- M 0 > E cf) 1 Ln- 0 C/) cost 9INI n& um e ra p, y I'Vis, oft . mt.4st, S&,*I '202c Thowal Lordm F. SgIvridt, P SE. kyarft King, P.F, 07QU2®r.p 0-Inz-X120 GliNQ'I u'Mr-M 1por,7­d SuloCat"I SmiVing E41artsr 13� pesAtel Coppilarce MWW"'E�Waton RAAl lufm a Rands Regsarren � AjQltftl w a Limaud FII ===wn ammlazuw Lomas "I'MO lunauct More, Narno-ar, III Foal DestriLtIm C;xmtral Expoupor Date- MIAI_� ga_-Ld e —,'Vf I' Rsa E" Z --- I Thorns-' w Fi asr-Cass, ano I M11 11=1 165 r1rN ('.."doccutwot; X 2 Is Tfoorsa.T� F tor. -CIU,,uD &nd Satrotfi-Aw NOI "*3R 8 aql I I MMI0221 s Re Yes Yea dw,4 Compriete Edge Fb@rQ1-rMr.`-UC4�.0=_ OX ew MO S U, rrsora-TTv F Eer �Claeilc andSnautri-Star. Wrrsm� MONYt eq4ok ItnuaciSquIrt OP . Nut, I Y-D I CC= y m rdIN CompeastE Fdge F"IrIairt Double DI or 4 "1 Psafro.-ftij Ft par. CodAer Rule terenoth-Slar rqwdsa I dsixdq� 0 opaque imir4cs, y se Y" Composte. F.,se hboclas, .1cise Door d. 7ts­oT,. Iros-Cs— aa�,, strooh-sts, Opal— ID311= Yes Va. Y- WA conAxerte 1p"ge rod"AlIP. Sdettado Va�oal­Ad1_uswtj X0, OX al, Ul axopitural 71*vrojr,� ob,­,Avdsr,� aro peorraw alispea, a oplatAts Z151 r2a--L to. oo, ya's Krk Foo'gjass EtAbs Drao, At'in, �ofqoxSklsae (ksN0nSrd)taeI %XsorQ>QdQ dormna I Ml &quetimil � Ghazal IMIl'UMI Yes lies you TWA cendpollas Eega 1�ssfgusa &,sfo !xior 8 h Tt Irmo-Tfu ai,d %nuodf -ididt, reontarall, O&M.0 Girrod 12211r2= yes V ,,a y__ r" (%rnplDee rgloa Saigiv Oodr,loldd Sideffilb(A(lovViov, Or C'M Fi se,L ojfj srasoad Norninal, 6&#39:,L4 &quar ImpetrP qurs� G laZod MRIW22 yes �'es Ys� I'M Corn.posill rcva 11su bw ��ors Vote or vuttrout Sball llidemrVOusaing Ale, cir OXY0 conrtgurations) i 0 Thnnirs-Iff. " RIALN Chesse ails Srr�td-aer Nominal &MW &durA;Inqmct&qust G%azos j2fair= yv� "A's Yes 911A Cor-priste Udtc Fiberglees on, ;lk, Door drae4nigoalidaI X -.5suI 141 P Thenra-Tru Fu�,Vuosir and arnameirSor oernfral gA#I 5 aquot Impacuquor �_-�Rzad t 1-di I �I'm yes yes, yes Par. Cordr�4te Escle raergela, Sdrskt ctsa adelsqo an"wraroulswo. )(0, OX to DKO ad us 0 or al n In st 11-1 1, Tn-_wvI Fiter-CIa". weisracoth-SW Norr*;aI6&M0&q.*llmpadPl Ssuod 1 Zs1 yes YvA, yus WA Cornseene E4ge FIII Coebs, Doo sth o, salturre SoUll At qX of apadc col urwainst f �1� rn Thernna,',lu FilAw.Cal. 4od Smosold-cla, dirrique I zt�l I AW Y as Yes Yes PI tasi Qs22 yes Yoe ym KrA star ZZI JlTor," yea yes NVA 1 a Therrna-Tl. FbarZiliaral asid Swrourlh- ri'vril a&MI &qaprlfrRAAprAqU4 cpaque C',,,dre Edge rItAdglIR&C 13411110 DX',,sjdI, 16 n TrAornaolv otuar-O&I dud 5umaou-Sor murorf Isoall Opo'dula 1 ibG I QNIM yes yes sea Ithilarm, I Fc_-cW­ ArId Q—th-Sta, Nom"o &AI W_ 1 ITICTIM yet, yes No No so, resets Pipe Fibe-Asm SIKI Deal T 11 r reffef.% acid sTro#T Sal Nommat 1d&#%t.58ar4ddrlIor IMPEII Opaque r 201,121022 tft Yes N. NVA -fle 'Z Corfsnos� Edge Filvicass Single Door with f I wIrrma- T: r sr� -C'f awwo w d s, as , 's, Nonorrall 6kitP;R, &quoNorf-IrfpapAquat Opaque T In I es V� Tile NVA carslawast Edl 711doclux DquWb Doel sr t. D-To4w and Scrath-Stra y ta t4o Nor CorrVaditer Edge FdUtInclan's'Ingle Door fln, Jot �s; and orrvu, Aur &qx_4,Nisf-Wqart&I. Opaque I j12M, yes y Im N. Nts, C�rrdsael Jl �lbiugpass _15ingo Doe"utT 5delonclend wrord0,u-moko, )da, CA or QX0 =Affar.. �22 "'ths-�7m, ll 'L�l ... are ".taquel - jPsq- Y_ 14� 41's Wtiffout Sidetlevs t$nvoi0cf0uoqRlng: Mar 0AX0 is s Tbeiril F,der-ClsWo Rod f�qpvtr Star Nominal 0MIM8 Churei 112131a= Yark 9�q% 1140 MA Compootel Edge Fiblierphiss CRI Ddar (I"noJoglowlsvieng: xrxidorrab ) 24 Thovid4r. FRife-awol"-d r�nalrshddpv il Yes TI IRA Q011) 0 F-leargass [a r h JI&I Orl ArjuloRkA X0,0K at VA.1 olopfWurstorW -1. Trifirsa,Tru Fghw-4"lamis "ree Yes NO NVA, Campl Ed;e FIbetuarra DrI later vAtri al, Will SAdvit", erlrwirforhel XA ar GI 26 m ThenTit-Tru Fgse,.Clases, Ssroalts-Sher 42t3l P20M, Yes yes hp, WA drewngoardal xoml M-lodr) ZT zra-Thirrita-Tfu Fbs-Vdmeew andSirroodd-ow iml=4 reA, yes NO rpd � 1,�% Arligle Door with CAmplmil E�uiaa FiRwq SCW*e) (Inow"EsIsominA X), OX ar 0I ­44-1-s" rhaoltiuld S&O39,0 5soatflon, 2a zb-Thereel rw� onspoct _14ar le. yes, tud, 2 Cols 0 Doonoth a, ==11111=11parrott, Ax Odu(0 1. EXTERIOR DOORS A SW ING 'A NG 1-herm, aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461,11 +67.0/1 psf 12/3112026 The mi aTrL Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,0jl 1211131,12026 Tberm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0t-80.10 Psf 12131 /2026 Z Z B SLIDING MI Windows and Doors Series 426 FL15332.1 - Fill 5332.5 +40.0/40.0 psf 12131,1202 4 PGT Series 5570 NOA 211-022051,03 e +381,705-387 psf 4 11 At/ 2 026 Pella Corpioration FIIIIIII,2646 C� SECI1OI`l Wayne -Dalton Series 3000181 00i8200 #1105 (SX7) FL8248�3 +31.0,1-35Z psf 12/31/2023 all Series 8000/8 1 =0, -1123 (1 6XT� �Nlrayne-D 'ton V22 0 0 FL8248, 10 +30,0,1-33.5 psf 12131 �"2023 Wayne-Malton Series 8000181 OOj8200 #1124 (16X7) FL8248, 11 +34-41-38.3 psf 12/31/20123 I METAL LOUVERED DRS Curries Di4sion of AADG, Inc 607, 707,727,74,7, and 847 Single & Pairs of Doors FL11537A N/A (see met sh't) 12/3112025 2. WINDOWS A. SINGLE HUI! NG MI Windows and Doom Series 185 FL*1'70499�2 +60.01' 60.0 Psf 1018/2023 PGT Series 5500 FL239 2­1 UfA 7'%) 130/2025 Pella Corporation Series 1012,10 FL11206 +3&01-35.0 psf 6­1 772027 Pella Co!poratlon 'Pella 10 Series, FL16603 y -6 +60.0 0�0 psf 2212023 T"" Y#A%M SIXIMINct'ril real 1,1013col LPM". 21"Mum Model Mal FVI AD 810M Pffimselle, _TC1 5­ds.1,* NI,rim.. I-1 Ofthandeotilha. Me—F N­.PjE. Lo;o ewdes III Isifil"RON1 17fisirder I zadoa Approved CV0S,xVl:a"tlaw­b1 ClAssint"10 (877) 441-83$e FF�To74 s wac-Atteguer PrII istrMs,:rI 0; 0 froloult Of file. TbeiliIi0sw I�_Pw - �rkI.Lb�&IE"�,.���'.®r�v.,tt��a ,-fud's, zsIverl 44" tov er:w Lrorsod Figril raincy Ad-_L _ual Aral ours, A W u res areas Il = _ssel _q _AdA__j*ijir _ WSAWEASS 42AMZ 2AW W-Z R"" fliamp DeflFroa-FoeIniv­dd, _,Lst 'M yes Y_ 4,1A .100AIDe 2 a-rl West Slelt- s I Doi;p.railan FILAsd W4--remi-VI Yer -10114flr(i p Aoirl ea;A5 r, I A0 11�s) hnI oso, rent W141TU]e` Y"I4, ICA, 4 21 M-uprac F.oalreat 1=11-10-1 ras W 10)urNij suA0. �_14 16&Wa�G. gtD-ol Y_ NIA Adds 11%, cow'"i I= FlAom 'J'at 127 111—N1 K`A VID.t lo T 111 14 5&Wd_ QuI ssu� Flicourarl I all 1 Arm yes ya% Pod hl B,, HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.01­55�0 psf 211612024 Pella Corporation Series 10/20 Pella Corporation Series 10 Slidina Almdow FL11161 FL128,11 +30JI'dill 30�O psf 1`41A 3127/2023 5/25,12031 C. FIXED MI Windows and Doors Series 185 FL15349A +60.01-60.101 psf 4ffr3/2'023 PGT series 552 0 FL2415 41A 4130,12025 Pella Corporation Series 10120 FL6694 +50-01-550�0 psf 7,11512024 I Pella Corpora ion 10 Series Flange Fixed FL16280 T25`2031 DI, MULLION MI Windows and Doors Series 5764 ALI FL-153532 N[A 12'31J PGT Series 5500 4 1 FL26 11 RIA 26,12,026 FICAda [Adcanteert of Business A Professional Regatation Peo I of I Building Coal and Sland2fea; Prodl Approval AppNeation DeW E� OTHER 3. PANEL WALL A. SIDING B. SOFFITS r James Hardie Building Prod. CemElank La2 Si2ng and HardiePlank LapSiding Alside Solid and Veritted Vinyl Soffit FL13192.1 - FL13192,2 FL15272.1 - FL15272,2 NIA +75.0/-75Z Psf 12/31120�23 12/31120.23 PO no 449te2abs alls 1jus, man.selotex yatildheo He yAallal mibmwft fee hmadfut Alwal seSse Freesia 42n Dwel ell top. jusan adiumap, contrary R, Pflas. Loids Upecst P-ic V0,1011103) ftVaratso (600ousf i 611 �r4l 10 ois-11 �Od,1571 PE-rar, I 0%egray; R060I r 1f. �00­ I AM 3koca"I W" j.s­vsdpsA,.'ad_ coorones' laefida* F�m_'Jrds lu,� Arum r, ""ll. eirg-tema uot VWZ* is os. r-di Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54�21-54.2 psf 71",3'0/2023 knerletid(orUsl Aw9yed fN V" Imar Deem, gal Anal entoiuw Deof h1sol Ohs sdstar� GJAC rosis all Imles, our Irus. cm Cuts, 12MV2025 yea R. 1i Itil Ducally MAY 3 0 123 C. OTHER �4. ROOFING PRODUCTS dt BLAdirp; codes Asp standaArdli I AI, ASPHALT SHINGLES GAF 3 Tab, Dimensional I FL10124A Nil 12sl 6/2025 Product Approval ARAiiidlosi Debill A Ficift Department or Businm & Professional Ridguhiflon PAW 2 VT4 Building Coft* and standards oeal Prod%WtApproval Appirtatticad Detall all 2* Utz MO I a 20 QMNI EVQI A LiMM Imill Ax Sudol Far. AagtauA Sal R�slkm -�Adc Pan newsul �erdw F� 60orl. N_� " J. Ain, P. R� W5,7021 lznlirzoeo 044MV UZI caortal ed-, I (800,645-Tfftia P E - 4 405 r8M,78T-1055 $s)rs sore $01Rho EXtsN MI ASWWR5 at Carl still EvAllit Milan RetsuR III a Cal risrs ;Is te"I srglibat as olenied I prdop, isfal UA22111,1LEM1191 OWALEana�m 622MMAIZAS ARRU'liol1i U how hilm Mass ftww 1" UM ibiledde Ew toules pal !asim ff � di Si I wxyte-34 a I "Mitell stal).0i 8q.0t rMlia'-tioudr. 0l 1,,f"r1Q2fl 14�. Ife, 4- for, CoIspomar II Fopen"I Sl cow x amillramil 2 b T1d0IAru­7rurIharC ioase,d knorps-5ur rl s"39;5 des We ID31,T0211 I Il Isi IVA aanp�Ree e*o roRl rrs per Td­ *th 'M 7h6�w,,su prl,T,tlrI anl emeAh-row rionn a i Coll I SI at kn -il R q ox. Opa qja IIII1114A,11 ND YM yts "Illi, u"Mot Edge Fiank- Pul DPW With W ,,nll 5 W dr- XX ca OXXO d- iss.-ClsoiI, ard &-o sor olf-".01 B&N V 3qAp1,W%ud&NV; CpAro" 12MIU20216 MR Il Y- d'i, CanpIsirA Gia; Ptowillte" Orrof, IsRul"WiNdw1g; X emisorml a Tharm.l. Phool nd o"aw ju1k-id&dAI.;"d&q1Qt 0I UQl up, yes Y" MAI 6 Trwrna'ou Mw4cers],,,ow smauff4dar filora-I S&ANif, 9,djar� ra�pja his Yes YK WA I`�M,P-n. Eda� 11tual 0muo c� ,dh orphout Itl i. r1ruempourl xle . CI 7 a. Tha,AArTru Oba�O­As Ilia Atitath, cat U'q1OpZF4 Nis fef; rm WA C-tar-se, 3.9k D.. X cooAquataic") 6 fl� IrleaAW-Ru OR Words, "Us, roffina, Goods &,o,*_%,PdP qut Gla-ed 1031402a Po yes YRI INVA, Groposte Edge usouass Sinud� Dwmuh sdelfiru 0)tooxi ovr5guratme 9 1. TharmI Fiblo-oausn al Ssvqit�udf Modena $1I smarknitpUl cdel iwintcl Pill rm WA C_tl i1s. saaera- G_N� oaI Adinaut K I Trei­1r. �Ia aaahl M­,* 864311lf, Cases a3l n Wre as 1*1 to csoxolt dor� Rdlasossfurlasor 1111 k- TderAil pttm-Oal ar,dsrmthl .1iss"N 12AVI 1i Yes Iss Nrk cdscossr rs,, Fivesiallsderepeel &da%%s 12 1 nerTUO Ids FRA-0ftealIC Pro 31-4111 iwwldaf_�- Co tearre Islas Museum DeRbit cosrws, s, a9too ofi%oloplAul fli 7oos'-r. lduo�-_Ielsg sId 19 is N ii le 0.141 eupect'ven squalz Z, ss Ad re, on to INIM ioskad 0po Comp"te, k4te, Maps" druse Ijr T,� Tlg�ml,-Tm PbaoMtt rftd srAwIlt-Saf mo," e C;ssso i7�ciam I yet VIS Isk whissa CII corposia, gagd FILtssor cee"als dlu,�d Mowed (dpW'Zid1.qt*6 Is Ir Thvrlu nu Mber-ClasW, and lemoattl Non"al hsegifigqud ilrrred&si�t some yfili KVA Nested lo. C-tsIA, FA� Fibarrfa,� D-Lik, os TA�.rro_­Trw 19,le.-Cli And 3—thl I oM WA 4114drdlor"I'Siottirts) Oil QX0 "firl 17 0, Tlisrl H130-Clil pedSMOA-sair rioNDW Iteades )ss Nut rom, ol Eut reberptee, Double Drol af, �`Isfwtrlftitl ustled saw salmas 11, Z­ .11 � - 1. � 111-11.1 1 - I I i I � I Vi AM DO? 12KCIR"Ittift MAW 29 Igeaem mrilleal 89 &MS Re FIC14 21120 IN Vasil awl fkau &VAS[firtl isin lerN do Lanas RMIA A Va.7h, PE inTIV2020 I Up a `2 MI lunarl I ylli!ua2c for col-gral sasx, us., M70M T"Itan RMCa;#I dildel; Entwol Mom, fil�nrpl ,o, Germilaft" ltkithr-& E'ssdailu, Nper tom, a R-1a R*wf&,­d AioltInst vrs 1--saId Forse, by 01. Mrfera­1 1!n*- Awmed1didest awlekElAiLlift H'IN VA"Asm I SERIES 420AWMILIMSCE, SERIES 420 ALUNNNU PA SGD 0frit, 1201r=4 NO Y" NO W#I 2 SEWEIe42QALLARaNuaTIe`Rd SERIBe 420ALUMMUMtol)OK No, so I?j3VdW4 Nzi �fsj hur, HIA -1 Mch[FORCerj Sooss 420ALUMMUM sea ll s%0 T:sM,UW4 isp 15% ND HFA 4 Sr�IFS JMIA11.00INUM Sol Rt:,viF0RCSU MINE! 420 ALUMINUM SOL) AGUIFICINNtED Us, VjdtcraN No Yes No WA XX�d8-q.orpUAuAUa 5 MRIES 420 ALUMINUM also RMSFORGAM SE le F_* 42 0 AL U M It! til M SG D ROW 01, R ILrs 0 f,,X 12/111,024 No IN. tun WA. al Review W A IsIst. Inc Comple With tfie ted and a' Anne K 2020 FBC All lahr PX23 00 Cn E _111agagaga 0 Ove Edition (D > 0 ­0 0 B, UNDERLAYMENTS (for Shingle Ril 151b Felt Under Tamko rn ent Plyglass, USA, Inc. (for Tile Roof�i POLYSTICK TU MAX FL112328 FL5259 NfA 11fl 6! 329/2023 12/23/2023 C� ROOFING FASTENERS NOT'USED D. ROOF N/ENTILATORS Thompson Arch Metal Co:mpl.---,Off Ridge Vents FL169-18A - FL16918A N/A 9/9!202,6 Florida 11slietal Products, Inc, VentRV10 Lomanco, Inc DA-4 Exahusl, Vent FL,21 �580.3 FL17202A NIA, +971&1_97�9 pSf 1 Z-1131 /2024 1211 -012025 E. ROOFING TILES Boral Tile ."'Ila 900 F L 7 84 9,27 FL7849,28 NIA 12/3112025 �F. METAL ROOF i Boral Tile Saxony 900 ID10C 100:NS, !DMC 150SS, DMIC 175S, DII Drexel Metals, Inc. 200S, DMiC 5V 1 FL7849.16 FL7849.20 FL176 1119� 1 N/A +0/-180 12/3112025 12/31 Fi�fa Deparlitrent of Business Picildraddewal III ladon P.71 ap, Flidtl Cadeds arid Standdiff1p "eCarl Product Approval AWICAtM Deftif 1121 mu 21112ragma gal aw sawn Spridams Well ="am MO y1mud !=Aardop hexped _11M 2020 Varva-Dar-'a d,TA- offoafartoo 0- ll K.-h 'ishiftE Sal -fintay P A—, P M w toadeado its?"S-doP -!4 It"is 0 111 NXIIINA COTT'sofum f,33 0) 761,41 ZJ 1 1 sz-51 F17 (W4)Io1-5dWj rudders & Ill Do.4 ssoAdaIiouarfad�oo'oI_R�;.A*'­ Fpro V prrswistimal Enodruw chuft AsMaRm AutarRITulop Arturteadtl 1018A it" SMA Mom Rkmatff-E-SMIA Nywx ourelts KW Aftilleat PIMAILL didt. Fla at i -5 1 A 6034; keri h4dr al No yas VVI&I lt� N Z bomedert ssr�km 10 ast"IM-N #1123 t W30. Min WW*sI i l eAllsie, ths soul Chain@ M `2023 111ils y4l Yto -!lQWlA'jd 50' I r 600WIM520044 Q4 15"1 max,00K,14841* M hodr 01aZing 12J31112621 dis yes to 5. SHUTTERS A, STORM PANELS Global Protection Products GaNanized Steel Stomi: Panels FL15076A - FL115076I,2 Ni 12131 /2023 All Am erican Shutters & Glass Gallvanized Steel Stomi, Panels FL17869,11 12/31/2023 6. STRUCTURAL I . - COMPONENTS k WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart 8, TRUSS PLATES 17Vil Building Components Alpine Truss Pla+es FL11 999, 1 - F 999 A N/A 12/3112024 C. ENGINEERED LUM BE R MiTek Industries. Inc. Truss Plates Weyerhaeuser Rim Board, Ltc1L, PSL, LISL FL2,197� I - FL2197�150 FL6527,1 - F L6527.5 — NA RIX 12/31 r 2024 10'31, '2023 Florida Building codes and Staindaids Prieduct Approval Application Detail D. MATERIAL HiE� 'Strergth -oncrete Lintals -Crete Corp. 0 - Cast C NOA 20 5 -0630� 1 NIA 9'11,12023 I Commercial Concrete Products. I nc, High Strength Concrete Lintels FLI 77174 NIA 512512024 .. . . .. ..... .... .. ss4 st PAI pist YUEN Kow-aaAm Goolroft Eattiltana, L�ooll sisethest ft Dileffifliss Fll tationar hours= 51-rO 2UZ1I Cal Drcl of APDO Jac Tom Furey OL I TloI 8sl I 12nillf.1020 12911rol2lu I Z11 1 Uoro App,astew Carattal Moroar qxf� (6II:r4%4-dM sueCakewor; Cotner DIxw r-wriel Con, 3rd 0 Kell CAebftal W * w Liell e2jao aLgIgs. Matter ar Plarl A W-opwall WA�Ail� m9wa 2�� 0-sirew 201 ElablIal ec' "I'l 7�­- ro'L brid P 7 P�lps"Aug P--� a 9 arill slaoda ouf lolr-ccs acoa --a PI a yler yo us Na� deist cetejaml The products listed below did not demonstrate product approval at, plan review. .1 Understand that at the time of inspection of these products, the available to the inspector on the jobsite, I copy of the product approval, 2) follovAng information must be Florida Department of Business PralitIssiornal Replaton pos I iI i Setting Codes and Slaodards Produl Approval Applkatl*n Detail Flaridta rame Ituent of Business A Prafouskroal Reclulptupt ass, I s2 Building Codes arld Standards Product Approval Application Detail LU 7-� < (D : - : � :::: I L L .. . .... �2299 prity a r 0" Q51ft gag ftid 2M agog Mo Ref,,%a* 2020 FIOTln*j*w J"s Rosw-ilp Warril srco- I.ER tifieffit-Dal srcQ - YIN- I I n ZIA V, IWSIX20 litzooroi caegaqIt E.� Dous ice i� 414-000 &WAIAmpary! SWI 2us,- a.. A_­nckc. ireopokepalinaWSpAI Q . 14. ne. A. 9 h d, oca� k a k, as A, A, L so 0 on ILB&M210ama 09. Dem. Ill pend 1XII. ow. UWMM (A latiM vesm EN tdldmg &WNW EM apumsg Assm A hir siodursa"wosers 1I vilroff Amotiespi-hitartural FAO'eIft M. FE I I'll 7coal li In 7rdrJAY 1 L71pq9!i-32Z0 l0enufretimaoArsokkin I717I317-M4 &A"erry; Sola H.Im torstfrowe, Moss: �otpfpixl piral t-ups'd < APPLICANT SIGNATURE DATE SHEET NO, atalh 611251M &WMIZAts9n 91 ku-.9 Rom 5-0 �.d.1-Husuber-fou- Prod- caj� n Dals An Ma 0.1aild. Ill lualAb, I 9 �I. l 38-ft knpadl Mq 811 0hatt D_ eM=m Y. Y_ Y. tj,A I aawswu" brmaiwu assl Dual IME PRAI Mal fiffl. 2 114, $H 52x72 Finjoal Fome *dcG Core- Hute) I No -low-14 1.11"Thoey'd Ciao PA 1.0 — (1) (1) = . 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OX or OXO I 6 f, Thernse-Tru Fitsar-Clzv,sio " Smocith-51ar contgurations) Ploodroal S&m;u 4quatilgar'l repaefflquict Opaque imir,,= 1,40 ye's No WA Florida Department or Buslnes4s & Professional Regulation F.,,,. t .f i Flarlift Department of Business & Professional Regulation p__ � _r i Florida Department of Business & Professional Regulation P" I Or i Conplicallie, Edge R"atrs Single Croor Building Codes and Shmd-Wrcis VW�M, Building Codes 21d Standards I?---., Building Codin; and Standards 11"2021 10-s-roloctswindi; X Porroxcetext) I 7 gr Th-rand-Tru, Fibei �Clcarra end 5rinc,oth-51ar repmesial RAW;Daelmurcm-impicalililatutil; Opaque 12131r.'", OmWasitis Edge Fitiodporad 5inglas Door Yogi We Yen �1*11 FIVA product Approval Application Detail PriddUet ApPrOVAT Application Detail Product Approval Application Deditil I Sidelde(s) (InsdrrQbOu1OsyAnq:)R), OX or OXO I I I I 11 . . I - __ - I I I ---------- . I _____ - � , I - - I I � I - - - - - I I I - . I 1, 1. . - I 1, 11, : � I . - r .11 I I I r I - __ I 1, . 11 .: I I 7 � � L�:� _3 1. I . �:l 1: : �. - , ; : : T : ­�_� � ,. - .1. .11, N L:­. :::::l .::::� �11 , .. L I ��:�!,� 11:� . ::,z I;" , ��� 1, � , � �: : :. I I I.., .11, ----. - :: F :: L::4:�: _- ,� ': ; � �:.: � 'I'll ­1­1 ,_­­� i�.� � ... - I I - _� r�, 1: , rf:: : : ----_�� _ - 11 ,�:]:..'­. �::: ocrifigunudons) 8 h. Thermse-Tru Pibe,-Classle wed Snrx-odh -Star Nurninal ftA3cg;0 &qwtMn4 nipaizt1l,crul Opaque 12nir= Niz yes No WA : I 11 - - - I - - � 11 ­- - I � I I I I I I I ammw - . I - - I - - I � � . I I � I I � � , I , , ,�: ., �_ � I I . - � I - 1. - I - - I : - . �, �: � - � � . " - - I F : ; �. - I :' ­ . I . � Tr I - I - I - - . I �­�, , � � ,, _.,.L : � , �� : I - �:,��:�!�� : , � ­ � � :::::::::: � 1 - - 7. � -7 I i . I � I � - � I I I : : I , I � ,_ I 11 e: .1111, I .1 :: � � " � - , ­1 : - .I. . . I .." I � - I �, ��L:�, - ­__ � �,� �:� : , = ­i �_ � : - � �. � � �. �... : � ... . . .... . �� �: - . I - . ­­'� - �j . - � �,;,, I r­ ` �_ �1 � , � _ i �1. � � . I Ciserpostal, Edge, FliseVow; Double Dow %ft or C.d. 11 - RWN E D.d. D-W We Pwam me- QQ& am aill Was Coaster allul Sima am gl1!_- aft Ogg EMIAM 9& Warourtshiew"(1nieffingfousevingr XXWC)XXO - Z= xwliw 111-rulkilas; 0entract jusigrar & lJoish. y4killIaLk VAidated FyqAwmyA Auusrp_�Wl luluir Im yinim Unribmati � trL - Lhatilluil as, ysWill rocApparyor AD am Tim veral lunubAwm Cortad &9buL&UQMK Voldited Sy kd)d§W slutwill FBICAncraind ADMOW4 2" r0ofilitiolitl(Hur) -gAmbtid � 9 i Thetma-Teir loiber-Caiceca,14 Smsocilh-Suar Nurnsteal 8&AW:84quotf4cnO4mpaeV&q,sot Glazed 1243101= NO Y" NO eVA Afriendkin XX PGTIrro.iA-- .1­1 Roso.nile lelnerri-D.us OCCO - CIER liffirien,Gade BCCC - V�! 1'9t,Y,2D2() , I W512020 I I A I Ahl__ Am-,d Ri"Oraan 202N N Voftd�.ad Dace. Want Sil L.f. R 1-., PE st-In ki rides, PE 10418rM �Ua"_ 23 0.11312070 12115=0 Appm-ed Affinersdea 21)20 PGT Industries Jose ROSOW10 egami-Cade,11CCD-CER hwarril-oade fficco _"`,OAL 11,0512020 1 liasm_9 11AIr-.1120 Approned Conoricarior Edge Fibegess Single Door cideardo, eit'-na-_ (Wi46&0I0D (sui315-25W, Caaagcm,,,A-0ds,.,O j'-­ M­-.3m) PE,M14 (747r'W,M54 cathigiory- Wedownt (941) am-ol 00 (TOQ 315--wo awwrigilOuttrwing; X xy4laurmiDn) SvdCartp.hr� Fhrald imaosasiciapachnokaur,­, sibcoacinsr! MOM— 11 lnd�corn Subcategory, V.1i­ imsmsicapgandusareIre 10 I. TheirOa.Tru PrbirrCrissficand3mooMstir Neonatal C19239:8 8,quoArl mpacMcdLint Gwent 1=1M22 Nk� yes No M/A coirds1sh"Alefirl-k ctrdkadcoO NO.,* or Liefing Inri corcillarcrai affisomet enumucrI Report Wil O comti�axamm! cufflill-Ilica r"m Of Lhure Din Composite Edge Filderipasasingle Door %^ r1'Ada".Ismd.k,AdiIlW, ca. u�,­o mcrid. Sftlftts) (1nsmAn%AXrdOOAnqi XO, OX or r)XO if �rM_$_-Utv Led A � I I 0: i P"c4ese-W Errin." rJj1WAuxBM"lP 11 k Ttteprriqa�Trtj F ilun-Clanai- and Sirmoth-Star, wNuorions) , 1,17-ninal M#M:8AqwotMQ4.rasntAqueot, Glazed 12AV2= NO YC5 No IVA QaRy AddaEadni Also svoil 1p-MOO, 6mmedfausa ludissi ON-4sa faidi'SS&INNIagshisil %Aftdr As windage, baulad it' u &KWVWZLMH - Imadrit DP$km Composite Edge I'libirviass OwWar Duo, %oh or 8-0 Ndicein mildvil. Number W Name IIIIIAW ops"Waur, Q2ohrod laiciidaci 2& kil livv 2WA,k IM Sialehicil EmOr-1 'it" PlieWill T*DL%L litaker or IMIAM Product oncirriatrild tell 0",WM gk;wm pr-"Nr�# Wasout Sdeetes (I norew'),'Isrsing, xx or OXXO 5 P*H20 lLarw Miram Isnaact! VroI Fk.d Vard­ 04iV)A2b',5 1�11 yrs f­ WIN, 99211A �, _Aialeatif-IIIII, AllZilMaTeLlilis Draw tiggan I 0,11unt �arr All Own, -4 Is ,madmas - Aluminum oil" OV2.12026 Yes yes yes WA 12 L Thepnill-Tru Fiber-Claharlec and Smooth -Star cooNterations) ifoosined 7&0N.0 &cidathror" mpact&quot Glazed `12*1120U No yes Nlo WA Awl 2 20slia joread Number " hoolit 5?q& M6-27- 1jaizzathrea crsmjr� Eukwk� VAO Vqaa�d A- Will. ,.:nnV1r)Q:4 � It _111� oublaft.am .4. Y. Retaliate Y­ pria-ra WA Oempolift Edge Fiberglass, single Door (1wWrOglocrerwMi X Wrifiliumbon) 1 � ­ Therma,Tn. Fber4m.da. zr,.d SmastK-6ts, Nornearl 7&0%;o &qvptU.,I Onpoo4gq,,,* Glazed 1W31 r= Nlo yes. No NIA Centpowbe Edge Fillisgiain $I Dow,with Sidelde(e) (Inemingioulunring. rOX c�r OXO ocrifegurstions) . 14 n, Thermil.Tru Fiber-01crarre Oand Smocath-Sear Natnu,tail &&#39;0 &quoledion.,1 mmact&quol; Glazed 12411=22 No Yes Pro NlO, Composillia Edge Filise,gass single Door (1-yAnwoutswing; x odrifigrunateen) 15 o 71herrra-Tru Froter-Ciassic and Smooth -Star Narrunal MOND &quiptNon-I mpricAquot Glazed 1261 Q= W Yes NO ?,UA Oompoeille Edge Ft"ass Single Door%fth 5delite(s) (Ins,walOrilassaing, M, OX or QX0 Florida Depalment of Business & P,oft0worrai Regulation fie., 1 .r I Fronde Departrinert of Business & Professional Regulation P.ge- Z as 2 Florida Deparfintert of Business & Prolaslillonall RaV lotion P.2.3d4 18 p, Therrrna�7ru Pllost-Climmc and 5-nuoth-Sur configurations) NoMinal M4139.0 &qtxsthion�l mpleaviSquot Gazed 121,51=22 NO yes No NIA Budding Codes and Standard. I.W2W, Butiding Cedess arid Standards TCURPM1 Ekalding Codez and Standards aw,%ei Gonsposillea edge R"ceres Datithim, Door with or Wdwut Weltrett (lnOwWOutsmrjp,V orOXXO Product Appnoval Application Detail Product Approval Application Detail � Product Approval AppllcatW Detail W oniftsorations) ----------------- ----.-. __ __. ______ ---------. ______ 17 I rhaTno-TOOO Fiber43orsk, and StrOmAll-ldidir Nonninal O&OW-83ainoulu'l-pooftits; Opaque, 12nir,022 No ye,r No WA I I I - I i 11 1, I Ei�mdk" I I . I I I -11 I , . I � r - I I I - - :,::: : :�::�t , r I - �� �: �::: 11 I : �� !: , I I . I 1, I �� � ��� 0 1: :� �� ' .. ,r :� iWo4ok � , � : , � ��­ - I I ­� �� I : I I, I - �,, I 1, , I , j! ,:!,�,� ­', :iv --- ", T���:�;::il::��:!:�������,::���:������'��������������i�l::i�:�� I I I �; . 1, �. � 1. - ..., - I � I � � I � , , I :::� :!: , -,�� � '��'�r," : !�� �. - ,�:; �, � , ! : 11 "" , :,:: :': �: i,� � 1� I ., ,::: 1� -, --� � -, : �� �: I � . ,� I : :!,:�,',�;, ::!�:!�:j���:.i�� : �� ; I .� � . . � : � I ' ,':� ;�%�� , I i ; >:,, � �, 1::::!::!:::� ­­­ f:��l � ��:,�T� r It r : . ,; � 11 �, -, : :j: �::��:::!:! I � q%:' � � � : %::::::,:::::, � l: , J Corniposil Edge Filorglasid Single Ociary,frin - __ � I I I - � : 11 I __ - I I � ____ __ I . 'If - I � I - I fiddilwaa I . - I - I 11 Twvsirn (InsWn900uW%Anni Moordilifirice" � I I � I I I - � I - - - - - __ � - - I I __ ____ . � I ,- - � - I �., I � � - __ � __ � 11 - �, . � -11, I .1 �' � I I �±��_ . is ,'Tmn--T,u Rber-Clsssc and S-M-Stal, hf:arIisal ORMS &quorallik�,4 rnpacti,quot Opaque i2n1=2 eki Yes No MIA ikk Qhu 2M Car talone Pa.- fla &-low al ne" part Emalud Do 2144 ErAw Is, 20 2111 UlLftasm AsUE Conniscade Edge Filsinglassi S'gao Door ,sith Z= xpjoa� Wanedinguner C-tial CgWariff & 61gau. YAJ" xMilibill IN amwm aturm, it-- ygo�m swiftaI ugm�M Mid" & kwidam WQ 8gaLva zaa am vwsm nsnutbciulw gcftm enatheser A, Ljoerat; vadmed sy 'Addladed aLingte-d FQQ Anionern,al Apor2we a" sdelds(.) .rid TIesseare ji-ei-IjOcA.'ang OIXO 1-13X R"sien To" J�aiiiardmauirdre-�coclucb kno. C-104 010"J" V� A.d,�-! Tim, 50� Suithard. PE_ 01111�11021 1 _1'1141�020 OlKWI121 dnq FRC, Apw� fre"sinn4 2020 -idn Nick Tlh­�­ L yedon F. ban.4 PE Ryan J K� __ _c R E 0 W 1 30220 � 112q512021 0222=1 (14113M21 AM..d %IA91.1 �_20 taAF "ohasirsibith Report Hilarmiftlen John W. Kneirin,ich. PE 11111im2l 12117 1201"022 C2?@7-'-VM Awcased 19 5, Therma-TN F bef 4Mssk; arn! Smooth -Star or O1OX10 wrinpraboruC) R..i�aISM39;ei&quut,N.�-!,qmc4gquotr OpsqL* 12M10= N. yes W, NIA claiiaosso Penner Was (c,09) 54"&M P1741662 I35,-) 24?--_"'�26 , u2ne,nary, R-N WOO (3�11I)42Z4�155 PG-4�)409 Wjn7Ii1v_1Vi Cahepcasi� Ft.* a 1600)760-3411 PE-Wrail tSd4j?n-G224 Oumposto Edge Fiberp [as* $rngk, D" Me subcaresocry, ad"'I -h,d.dIsr,ks6-vnms­cr 1*.u1hcm.vrna,. %Fft rith-,--fpel.d. O- subcalt"N'r- Onipmelt T­__ ninasah(W.cont &dsslilx�%) tenn.,gro.ta-wn, XG, C,X ar OX0 Commianda WAhC4_ eftwdlcx� Report drum a ­ I CormiRsinac, Nothadi UnIvall. Report ft- � compilarve Mqdwd,, Evaluation Repoittom a C.ndinlicus Head end �Mll configurcteeno Fluid, R.drlg.reol Arrn,mdal 11. Licaniod P.� R.de. ReskiamdA,Wt.,t . ,r U­0 rluidi� FoOdo Relh%I.eWAnWt.c1 ce. LOcessed ricsil, 2C t Thapyne-'rni FlIder-rdandke, and 8nOoofil 8tv, rkominor 88M,0 &qtjerN&ft."dcOsqUot, OpliqUe 1MV-1022 NO YIS Nin W. i1r,;0.55W,W erion.. pmesslonel unginOts, eroh,-Ii,ral Engineer i , C,timposite li�diid ribeng law -1 Nit Dow Yarn Scershite(Q � rwyangirOute,ning; XO, OX or OXO F6LKjj1M,WPrWyyts f 61JAZI&RI Bilasm tWOMABANAWagis QDrAirrurrus ifead mid 90 munfoursteleres) Q%RMrV Asuindim AporvordfOrciat A-MvIred for Usir I.M� Ammars foril" &Pirrevialfw1j" ititim Dodge QWWUAN30W AME91hvm-qm AQRLottttgLft 11twa 0#41W 21 u Thernsa-TruRbser-Chisdic ard Snoscith. Star riaminal6WO39.8 Squilt NcrOmpooMquot, Glazed 1 V3112M No yes; No tvA 1922 Erachitt MO.M. NkL,O.s or "An" ptoduert 2sacrim 9"Zi MEL41101 Pgar; fit tm ouW99 it= llsdildisaw b1drautt sm * Wod­I 110dat NIO"M W eunna tsr,uxod n-riptl corrUma Eryd'sion Da. I,, Mv*_a "4160 HvUr R-fteant Pieria. 409# Product FAWK WAMO Or MUM proam pelorrollon contrast ExmtAlonrm* 111 HYHZ o4slift nothom P11,11ruly t;o-poeft Edge FILregirms Snale Deor IrAth a0arta(s) 0 ns"norOutsving: )c � Dx W . W OX(.) i Cemplank UP crding lib­narat lap _-kfiric 12MV24:1- - yar yuz� MIA WA 1 . &qJso21r&4u0t sit vtni,_-�bd 'Amy. S.11, 12dJIM2a N. ya, No MIA I W AVIsat Root Sha,VI,- W,- in FDCnon+NI­9 Flaingewidiftefficrued 3,44, larrimilicid, 5-10 and I ZR W202S NO yes NIA WA Coetinuouric Fill " SR confrigurctions) 2 HordiriMialt Lop Sorg libih-qemart lap sift,� , ZM I " ,�,_ Y" yes. NA WA 2 b, &�,m,AW�­ r4&qWQt: Soffit Ivent-suad"Asty, S'" 12nliao.3 N. yes NO W jurheificants, ImIkkille .Wbl& shl.plass 22 v. Themner-Tru Fisff-aoulsic arna Smoadfi-Star t'amidneu 88JE39; oacrucit; Non-mvisci1quot GPOzed IZ13pZTZ2 NO yrs No NJA 11 I AMIX-Grefficrial Vintage 5"dec-14K.U.-WR var, - -_ W d VWI �i ,WR. 1 mlr.`02i� ?vI Y" 140 WA Cumposdite Edge Filderrilas,, S:Nk Dm with 4 6 rsq,.%alKW,.O color v,m; - Sam %%an'A S.m 1- I*= � f., We WA S�WW&��lrhsvgnWOumMrV�KO.OxerOgO � , Uul_�.A. CIWACOOIA; Sollft VOm �Swdl �,Amv Writ I 21 G I rN5_1 11 NO, Y6, NO M,A Comt1nijoub diadid And &It cantgumkorw f, f &7­� %ins, Zp-&9­O: S.1fil VW - SN'd V.0 ,;,4-91! I2;31?W2A N� Irn, 14. WA 28 w nIeroIsr-Tfu F fler-clfislac zed SnOicki-surr Nominall 64,030, 8 9ddLot;Non4rmpcdn&qu# Opaqun� 1 �JZI 1 11022 No Y�_ No WA CompDOOlo Edge Fiberglass Docir Panels OnIh VvFftd Sdcrilro(v �1 M dOwn Q;rOvico's-ts, XA jW or 9M "Numle,rs) - - 24 � 7rema-Tru Piluit-Clesw ardl S�olrf,-Soir bermnai CSX%�D &qw_nNa,4ftcad&quot: Opaque, I Zlr3l I I = NO V_ 40 NIA, Composite Edge FilaargIsr- 0mv Panels Arth Vanuad Srefibe,(A) (I nawgrioultas-Iii I XX )= Of )Q= romag"mron.) . Z y, Thiernms.-rm rilper-Cuiessio and,5mooth-Seir rIammal gaertig:s &quC*�N6n,JnVser&cru0t, Glazed 1 12r3l r2= No yale No Nm C.imposs" Edge Fiberglass Door Partals Win Vente. 9draiae`4 (IrraWdirgrOveiranil XX.)= or Y.)O(X Florida Deparindaerit of Business & Professional Regulatirm Rgg I in O Flonder Departnirprit of Business & Professional Regulation Pass, v I Flonda Department of Business& Prinfiewitinal Regulation Palo I of I mn�ulallotis) Building Codes ard Standards IUOWOO�l Building Codes and Standarda i"'INVI Building Codes and Standards Mml 1 24 z ThOurra-'rra Filandr-Mean; and Snioah-Sear now�8&$W�0&tzuLtHan��nVoGtgquot: 01lized lz'31=2 NO YeIi Nk., rick C-irmilosithe Edge r1bargmiric Door Panels ,46i vended Sd@MWQ ij AWAn wouls�r YX xxx W xxxx Product Approval Application Detail � Product Approval Application Detail I I - I I ­­­.. Product Approval Application Detail oorligurrilions) � I I I I . I � . - - - I I - __ . I I il— I , - � I - �_-- -_ - � -- --- , 1-7— , :1 . I .. � -- �-, : � I . - - - - - - ­. I.- . - __ � 1 -, _­ .. I �. � � � .I ,� 1, I _� - I � I - �, ­:j I ­r � I . I - I � , 11 �Z�__ ­11111 - ,­� � - - 1_1 . .1 - I . 2? za Thernia-Tru Fiber-Oasm aid Stroom-Stier I nominal OM:8 &qvicifrIon-Irstrisouldcoot Glazed l2j3irbm No ,fft No NJA I Composite Edge Fibergrim Sreik- Does vAh 3&M.0 W I - . I 11 ­ I I I . . I I I - I 11 � I - I - .. I � - "Italk-Ra I I I - - I - I . - __ I - . � � I - I , __ - - � ,..", .- ­-, .. . 1. 11 __ ____ - I I � - . � lj�� - .1 - - I- - _____ ___ - I . I ,- . I . , , � .1 , - , , , __ - - I - ­_ - � , , _­­ 11, - , __ - , , - - :: . � - , , � �. , � __ - - , , . . - , - , __ - - , , - , , I ,� � ..... - , , , - - ­ . , . - �. - , I - - � I I I - ____ . , - �.. - - � - � - �: �. ., � - 1: �. .. - � � - 2�N . I I --- '.-- ." ______ - Sidews)(InsastigirQuisasna X0.0XoraiiiO I - a2di I .. I __ � - .1 - - Entka or Nit 2" tilde posom; 2& �kft I � n P& Din Date Pennine Im S-II& III= 9-me OW4 29&Etnftg pill* 28 -it. Tloarma�`Tiu Fiber-DadOW and Smuce Star ounr4untuors) Nominal WM�fl 6quotriornumpacmquat, G.1aZW 1213112022 NO yes No WA Im vhje�rrn litimirrilowrip, C L-A 411 IsneinverALhomif VArbibil 0, v"Id Sida nnsd FBOAsermys Anowayrn! RALU im VoWel, asoldw-ki= QdimL Enulsegai I ,also V@-N"04 ", vowed lillismeg fac AmLqxm ADW $144- TvIse, V-- mawitureclutrar Content §i!*_AIj Viddlefeed By iWO-AW M&MW -9C AM ftP____d ads - � Composite edge Fiberglass Do" Door �ft R&A.k., 20,20 tAMXQ arlding Pro:2.Ocidi �LC KeO Eden flocal Nreiydrgn JO 1) 11V lenrzev,ah, PE 10M4rWZn 0�.1111,1Odd`_1U ,"1,2020 111751-4110 Aip�,,Owd IRO,Aom ,I)XI L V arnsrPs,on. 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Compovithe Edge PlIdangtase Singlie Door will, WWI) Complant. kprrihod� buktaboo Ropon inme imeri-In Pkiri m ft" R.fi,g side'n cmirliamns usallarie E­J�fliim Ziewl, non a : 960ft(s) 0 ruid,hoyi0ims.irml; XO. OX or OXO . Muth Ragisnamamervockor. OW-4 Ronue C-,wvliwcvmq,zDd:E�k�atmeptpwt,tma . FloddaRVOorgdAr6,A�--t�2L�ten�OPOodd4 I colfturaliumi.) . Prort-al Irnran­ . matUR"&WffdArthitmtwaU��FlwkU Prol-lereel Frj­ � $0 A Then-ra-Tru Fibw-Clal and Smooth -Star Nonnivil 89M.0&quotI4on4mpaaAquot Glazed IM-1r.,022 Nb yes No NIA Phst­mnsi Enriblov Composite Edge FOseengbass Double Door ,srith LOW04" produrts FlAWM11=111111.1121; W3B4O Sideflies VrrewtrW-DufvWng� OX'AO Matt UK2-d for use, Quilau LWIV44MR91.1su . 0011111furation) %,.AiM(Ald23M. _o2lilbLiIiia OtaillbAsturamn, Atietimell for use N V_ _-__4 hK ull" 11101pikat Whin 31 m. 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P,a. uTtiar�oZ a�M'v�.r�xa�ta RT7�V3eL4lS ,tom ePfparmcn Jco H1 s#9Np M�MNsa11 T.M:, Prr< PE, � aTai �a err+ : tuaA�2 Cll Pop Departnert Fiegu[iiiiC/) } . U k © L Q Cis D- {� ('j0 LJ O U > L� /Q y < V © ] i- Cn Cn,n !y+ I C to- 0;> 0 Soon. •�$ 0 S� ® s_ w Q J Ci SHEET NO. RoMida Depar�nrtC+M BMl6Elt8.a 3 Presla.si[x1a1 ReQliat}on t Pis Fonda D�ri�e�r�F $tealeleela & Rtofsstional Rt�9ut2ditxt a#w% Prt FlOaidfl to BtHalnasa $ Rrvarla! a.o.t Pei Frxida Depae4n9ntd Buieles3 8 I SON ora.t all Appri -CZ Cn oldionk � - � 8erhi 1eY7tl airgy Hurl 4tnyi Bagh Nuarg TMAlphe�xW DO gi 2 8tl¢di.MPt GYiPPfPLAFA artewad tFMfro Ok9#DPPr Yg�l F000 (S{dNNP,$SYi'% �� No Shft soft ANdAm WIn Wkiii CL a VR/\ -0 PA 1.2 a C/) > Simpson Stricing-Tie 2020 FBC Approved Products Updated 12rjot'2020 MIT=- Simpson Strong-Tie2020 FBC Approved Products urporava lb- _WCI E= Simpson Strong -Tie 2020 FBC Approved Products Undidou 1V30=0 QMM Simpson Strong -Tie 2020 FBC Approved Products Updalact IV30fZV_0 0 2 For dirett Inks to 61 SST 6adrovals lisled deraw, q,LLr=ti.tJE& F� For d1i Inss to all 88T approvals 15ted belvir g�R-. Fa dirert Inks to all SST approlMs Ned "ov, For,*eol Inks to ali SST approvals listed below, �0 =rCVFd For addirlonal information forgarding I'llaftewis ailtowide Product irrOM had MarritClot, Ownty Nome of Acapplance iIIAOA,,, Fat scidtBow internriguor. regardlng FlorldiftS StallWide ProdUol Approval 6�9*orn Wf.1 Wifirb-Ofildri NOUCC or AUM-p-r-Cra r1r;OAI, 'M 31� For vuldt.anal Inliciffinritl0st (09waing Flutdx's SZEWAidePodrol -Approvall 5istern anO Marvii Cmnty Nitilli of Arrorphrice riCA) iZL I For additional Information reiharding FllarcWs aafewide FilroWel Pp prove] "am and PAwniCadiii County Irladoe Or Ancieptance, (WiO� �q�, 1 J (3) FLOH04056R6 FL#1042LR5 11 HUS, Husc,serrieshangora Facei-mourt hangers avaritattle, In wiciths. ranging from 1-5trito3. U') 9)16" and heights, larging from 4-5h(71 to 11". Concealed flange 70 0 PM11111912=110tiga §Sa Sigul version for modeft having width aqualt or 0 0 1 riteri Stami�sis Steel Concrete Masonry Screw (TTN-SS) 114" diarieter Tdern stainless steel masonry sorenr 1 A21, A23, A33r A34, A357 A44 Angies 4 M. STB� EIH Brick Ties greater than 3-911 all L_ 0 2 APA21, APA4, APAe, Ag"VA-21, APVA4, APVA8 OutdcorAccents Angles CNASTI� C!'AST14, CMSTC,15 Chilled Strapi5 12 IU$ series hangers Face -mount hangers avaiIable in widths ranging from 11-718"tor 3. 0- 3 APB44� AP544R, APV1300, AP1366R, APP88, APBMR, APS101VAPBIC10R, APVL;4-1, Clutcloor Ao�rehts Po7i Bases �514, 51 Er CS1 8r CS20. C Culled Straps 518" and heights ranging front 9-1/4' to IG', 0 LL FL#95A9-R6 APVB44R, APVB66 APVW6R, ARVE88, APV288R, APVB1010, APVB�01.01R 4 CSHPVSI� CSHP20 Coiliad S�sarz 13 LGU3-25.SDS, I_GlJ3 63�SDS, l 2",DS Fare -mount hangers 4 APL)JT2A. APDJT2R-4, APL)JT24 APDJT2R-6, APVDUT2-4, A-PVDJTZR-4. APVD.T2-6, autorooz Accer-ir. Deck turst Ties 5 CTS218 CurnprossionfTensior Strard 14 LU`24, 1-1.126, LU23, LU210 Face -mount hangets C) > Sog, # Product Model, Nurn bar or Name Product Qe§gWIo!3 AF)VOMP-6 ot OSP SSP TSP Stud to Plate be 15 LUC267, LUC21 07 Face-mouitt hangers En 70 0 1 SDI 01 12DBB OutdoorAcolimiu; Connector Screw 6 APHfiZ­A_, APHHASR_ AP4H61 C_ APHH61 OR H.'eavyll-tariger 7 lril� HIOA, T12ZA, H3, H6, H7Z. WE 1-16S� WC-2, Hurricane Ties 16 LUS series hangem Face -mount hangers available in wifts ranging from 11-914- (D Cf) 2 SD9112, SD9212, SDIL1112 SDIO212 Strong -Drive SG= Curriector Screw a APL4. F.PL6 APTA AFT$. APVL 4, APVL6. APV74. APVTS I .o,Ar­vnts Land T Beam -l-,)-Colu inn 71p� a HG7-2, HGT--:,, HGT-4 H,gvy Girder T_k�dovvrri 518"' and heights ranging from 3" to 1115116' .3 SD9112SS, 509212SS Strong-Dirive 5D Corm ectoir S5 Screw 7 APLH214, APLH24R. APLH25, API-H.26R, APLH210, APLH210R Cetidoo. Accentim Light i-langerl� Hu i ricant, Tie 17 IAGU5.63-SDS, MGL)5­-_SDS, MOU5.60-SIDS, MlIS, MGUT00-50S Face-irrownt hangers 4 SC)CF22431, Sll SDCF22,314, SDCF22700, SDCF212a58, SDCF221014 Strong-i SDCP T�hmber-CF Screw 8 EVLZ Lp4d.-Corinecror HSS2,SDSI 5� HSS2-2-S1)S3 HSS­a­SDS3, HSSA-SDS3 Heavy Stud Ghc�- 18 MIU series hangers Faco-mount hangers available in writhis ranging from 11-pil Z- SOCF221 1:�4, SDCF�"l 334, �DCF2719$8� SDCF272366 9 CST2Z. 1_13314Z ConvralhdBeam Tres HSTZ HSTI HST5. HST�5 StrargN strall 1)8" and heights ranging from6-151'Me'to Ig-11Z, 5 SI)CP2243,4, SXP2�512. SD(;P226I 4, SDCF`227t)O, SDC;P22&1)8, SI)C.P22912, TO C,)TV, CJT4Z,C'iJF5Z, C�JT& C:cnc�rxalpsi ' rxst TO'S 12 H I S16, HTFS20, HTS224, HFS26. HTS30, HTS3O,­ Hoa, ir Tmer Strop 19 MUS26, MLIS26 Face-rnourit hangers 6 SDCP22 It 00, SDCP-"l 134. SDC117271400 SC)HP2)'400 SOHR.2761 4, S)HR314100, SOHR31:514 Strang-Drivirs SDHR Civatho-Head Screw 11 12 O'J T 41 A , US Deck J clil I r GryiNfall Strip i 3 1,4 Pi r O(r,'Ot< I ��, i 111 EKil20K rZ LFrA r1i 7A43t S�rap I_,.ght Flonir Tie Anciticr 7D SUR, SLIL SURC, SLJLC Series hanilOns Sker4ed facis-nnount'hangers wii1a6le in widths rarNing from I - 9118" to 3.9116'and lierghts ranging from _31tl Will 113,�&*'� 7 SDS251 12 SDE25134, SDS26200, SOS25212. SCS25300, 8=5312, SDS26412 Strong-Orive SUS Connector Screw 13 FC4� FC-5 15 I-SIA9 LSW2 L S;7A,16, I.SrA16,5-STA21 LS1A24, LSTA30, LSTAX Straight Straps Concealed Congo varsicirr (SUR.Q SULC) available for altdouldle &)S255X 14 FWA 9Z Foundation 'itiall Ainglas 10 LST149, LSTI73 Scr ag In t Stith P s 2X and 4X models; only acute triangle is concealed. 8 SDE25112-ES, SDS252WSS, SD5252125S, SDS2530OSS� SDS26312SS Smorig-Cirlive SDS Heavy -Duty Connector SS &xew is GAI, GA2 Gusset hingles 17 LT82D, LT34C BfKlging 21 U series hangers Face -mount hangers evakable in widths rangingfrom 11-9116"to 9 SD�Alll SDWF2720, SDWF2724, SDWF2726, SDWF2730 sirrong-Cirwo SDWF Floor -to -Floor Scii 16 H2A, H2.5T H8; H10A�2, H1 JS_ H14. HGAI(i Hurricare Trsr� IS LTS12, LTS16. Ll Si84 LTS20 Light Twist Strap 6" and heights ranging from 2-Stl I 17 18 HCJTZ HH4, HH6 Hfiiaq Concealed "Del Tie Header Hangerr 19 �_O MCI' fAS-re'7, NIST37, MST43. 1,4637`60, MST 72 k4edium Girder T*dq:rAn Straight Snaps FL#10007-Ra 19 KBS1Z Knee-Ouw- Stabiveir 21 firSTA9 NCTA12 NISTA15 MS�A15. frilSiA21, Iii A24, fil NISTA26 MSTA49 Straight Straps r-L#1 0667-R6 21) LBO, _60I 010, LW An," 22 M$TC,28. OA51 C40. MSl �vt�TC66, 11,1-5TU-76 Straight Strap$ Product Model. Number or Name Product CkescdUtloa .11 LCE4 Poi3;t Cap 233 KIS7C4893, I,AS7CftB3 pire-aemstrap� Sw X Product Model. Numlar ftgi ProductDiesictint1w 1 ATR318, ATRI/Z ATR518, ATR314 Threaded Rods 22 LS301 L 50, L570, LS90 Skevvable, Anglei� 24 MSTCid, lsl!�Tlc*3, MST1416 %ASTl6i_) WS`-,IT2 �Stralight Strap's I BA series hangers Top flange hangers avarrable, =in %?Adths rainging from 1 -P116" to 7- 2 ATUD5, ATUD$-21 ATUD9, ATUDS-2, ATUD9 �3. ATU01 4. ATUDI 4-2 Aluminum Take -Up Device ra LSC7 Adjustar) Stair Stringer Connector 25 MTS12, %4TSIS, MTS18. rvIlTS20, MT-S-3-ta, MTS30C Medium T%vistSt rap 11$" arid heights ranging train 7-1X'fci W'. 3 BTY416-2, Bltli2, EP10-3, RIPM-2, 5PU8-3. BP314, SM4-3, SPIRTUM-4 Bearing -lates 24 LSS126LZ, _SSJ26RZ I LSSJ261LZ: LSSJ28RZ, LSSJ21OL2, LSSJ21 ORZ f4eid Actustable .1ackHanger 26 hCrAZOI,) 12, NGA202-12, NCA2.0­113, NGA,&-10-116, `417,A2x1­10 siridging 2 DGBF series hang" Top flange hangers available in wrillharainginig from 3­616'to 7- 4 V014316 i*,NW1r2, CNW96, CNYvt!ki4, CNVV"-1,i2,CNW3t4-5i8 0ourpler Nuts 25 LSSR'T al, LS83R2 1, ISSR2 37, t.,SSR 2 SO 1. SSR21 0,2, %SSR41 0 rieltf Aciusiable, Ship ea 1:11o"Ske",mb re ]He ng eir 27 PCI&B12. All "Arialt Noting 118" and heights ranging froing-114'to 2if'. 6 CITUC*54, CTIUD%, r' TUDEX, CTIL1075, OTUD7e, C:T1[JD,",, CTUDiv, CTLIDee, I_TLOI�7, Cowplirlr� Talks -Up Dewme 20 LTP4.LTP1_ Tie Plates 25 K18118, RPS:2 Rp$28 Repair Fare Strap 3 DGF seriens hangers Top flange hangers available in widths ranging from i-l1Z'IoB- z r17LIO98, CTULW 27 IML227 NIL247, Nill I& 28Z. ML21 CZ Angies 29 RSP4 Stud to Plate Cwi niector WV' and heights ranging from 7-14'to 2e, 6 N3, N4,11413, NO Heavy Hex Nuts 28 IMIAH8 Root Tia-Daivit 3 0 SPI� SP2� SP41 SF�6, GF18 Stud Plarto Tie 4 DGHFsaness hangers Tolpflango hangers ovityablic incildthis ranging from 1-314"to 3- 7 RTU03, RTJD3B, RTU04, RTU0415, R7UD5, RTUDS, RTUD7. RTUM Ratchebig Tarke-Op Device 29 IMIAHC Hirmed Poor Connector 51 SPH'4, SPH6, SPH6 Heavy aid Plate T 4�- 518" and heights ranging from 9-1/4" IQ 24' a TUD9, TVD110 Take -Up Device 30 MMLU26, IMMILLI-XG-2i, MPALU28. MULU28-2, l,,%ILU210, MIVLU121 1, MMLUWL, MMLUIJ11 Face-llvlc� mt Har, gers S2 551 � 3 8.-2 r, 8 S -3, S-5,:4,5 3%,d Shrie 5 Ei EG7, EG9 scrairs hangers Top flange hangers avi;lAable in wdths ranging from 6-114" to S. 9 TUW38 Take-UpWasher 31 RBC IRBC:F RoDf Boundary 0ps ST?., ST 17, ST 18. ,�f Zir,�, ST2�,�V, ST 2! "2, �5T2i -, s ST225 521b, ST8224, ST62-36 Straight Straps 718" and heights ranging from 11 " to 32-11Z' 10 URS3 318" UpR1 Rod Run Tedown System 3_2 RS _1_3 RoofTia-Do"M S4 T820, TB27, T B30 TB36, T1342, TE348 T654 TR66 j eosirrri 2,09 ing 6 EGO series hangers Top flange hargers available in vAdtharanging from 3-61rto I- 11 URS4 117'Upn Ria� Run Tilaclown System 33 RT022Z, RTC42. RTC2Z. RTC,44 Rr� Tlee Co-niecrom 35 TWEIG rABI12, TiAS14 1PAN Fra"ing 114" and heights raingingfirom 11-11X1c:37. z 12 URS5 5i8r' Lott Rod Run Ti-down System 34 STC_ =F. DTC. HTC4 Truss C!lps F-6 VGT� VGTR, NirTL VangablaPrtch GurderT,edriwin 7 GLS series hangers Saddle hangars available in walths ranging from 3-11Wto B-71W 13 URS6 314" Upli't Rod Run redown, System 35 TJC37, TJC,7 Trursis iwk Chips 37 V.2118 Vy'S108C, W61126, WRIIxrtc; '.ASIA3C 'Wall Biracing and heights ranging from 6-1i2­G 29. 36 Z2,Z4,Z44 Panel Stiffener Ctps 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114"to 7- 113" and heights ranging from I I " to 32' FL#10441-R6 ELMNI-M 9 HO sores hang" Top flange hangers avaliatfle in widths ranging from 1 V16"to 7- EL#10447-R5i 112" and heights ranging from 8` W ST ,Q&lLf FrodUet Model, NUM ber or Name PrOduotWOR91211 §W Pirstguet Ml NUMItier Or Nain PIRdUCIDesioription 10 HGLS sentes hangers Saddle hangems available tr M*hs ranging from 5-IJW'(k:r8-7W w I DTT2 Hold-drun IjU * Product Model, Num ber or Name ProductDescription I ClIll CaHP CEA-1127rcl Corceam hangers and heights raingirrg from 10 1 t.12' to 26'� 2 filDC1014. HDC1Qt22 Hold-down I AHEP H p-End Connector 1 LIU� DHU, CH UTF seq res hangers Fate -mount (DU, 011 and! toid-flarge fUHU11'" �anqers 11 HGLT seres hangers Top flange hangers, available as rriidths tang ag itorn 3-114"' to 8- 3 4 HDQ8, HHCQ1 1, HHDO14 HM.12, HOU4 HDU5, HDU84 HDU1 i HDU1 4 HoW-4c%,n Hold-dcw 2 "I WC-2R-SD5-1, DSC 21L-SIDS3, (tit, �1* R-SM3. JSC5L- SDS3 GRC Drag StruliCarinerforit Gable Fkavc Oncrector availableriviiicithscangingfrorn 3_9118r, and heights ranging from 9-118" to 23-15116". 12 HGLTV series hangers 7JS" and heights ranging from 7-1 rZ'lor 32" Top flarriffe hangers available in widths tang ing from13-114" for 7- 5 HPA28. RPA35 Slarp-stylle purfir arichor 4 HCRI1.81. Hi�;102, HCP4 Hila Ca,cef Plate 3 HGU3,a3-SDS; HGIJ5­1�i�DS, H(_,Ua5O-5D1�5 HCU5.132-SUS, HGU7.MSVS. Fill Face-irrount hangers 118" and heights ranging from 14" in 33". 6 LSTHD8_ LSTHDBRJ SIraid-s" hold -clown "I HHRC2-2, HHRC-42, HHRC42.2 HHRCVI 811, HHRC44. lHKRC5.25i3_25. HHRG5 37r3 I Z Heavy Hip to RAge Connectors 5LYS, HG1.19.06-SOS 13 HIT series hangers Top flange hangers avokable in widths ranging from 2-51161c 3- 7 IMASA, MA' EnAP Foundaton anchor suato HHRC66 4 FIGUS Gisirm hangers Facaurriounr hangers available in widths rariging from 1-5181 to 7- 9JI B" and heights ranging from 18!'to 26' a IMPA132. MPA144 Strapt-style purlin anchor 8 HRC1 91. HRC2--- Hip Rido- Connector 31T'and heights ranging from 5-611T'to 12 71a' 14 HLJSTF series hangers- T Dpi flange joist hangers ay atiable. in imdths rang ing from 34 W to 9 PA18. PA22. PA28, RA35. PA511, PAM Shrap-s" purkin anchor 7 LRU26. LRU28. LRU21 0. LRU212 Rafter Haingftir Hrt--,[ 15 25-SDST HHGUS.50�SDS. lrflrGU5.6-2-S9S HHGU7 00.SDS. ll 25-SDS Fwv-rnou ra hangers 3-W11 6'and heights ranging from S-W'to i3-V8". 10 PA118, PA123 PA128. PAI35 Strap -style purlin anchor 8 LSU22G, LS,�UZ-8. LSSU21 0 LQht Sfci,1.t)le%Gk1'0V11te U HZIng.1 HHGUg,OcLLSDS 15 HUTF HUCTF series hangers Top flange hangers avaeablem widths ranging from 1-9/16"tio 5- 11 STFIDI 0. STHDI ORJ Strap-stryle, ricild-down 9 TBE41 TSEC Tru--- Bearing Enhancer 6 HHUS-N&2 HHUS28,2, HHUS210-2, HHUairU, HHUS48, HHUS410, HHUS5.51Y10 Facri-imourit hangers 112"and heights ranging from 3-7rlff�to 15*'- Concealed flange 12 STHD14. ETHD14RJ Strapr-sity�e hold-down 10 TC24. TC29 TC28 Trus%Clp ll 25V'17) version CH UCTF; avallattle for all mod" having YAM eq us[ to or 11 THA29, TRA213, THA21 8, THA216-2, THA222-2, THA413, THA418,THAC418, THA422, T rurisa Hanger 7 HSIJR, HSLL, HSORC, HSIl Ae.tias hangers Skerwd faciv,-munt hangers available invividtill ranging learn 3. greater than 24116", THAC4= 1HA42iSTHA42-2-2, THA426-2 Il to 5 %W and h"his ranging from 4-&4!'to I 5-3;rit" Is HWP series hari Top flange hangers avadabe m vAdths ranging from I -911le'th 7- 12 THAI 1 ll THA112_0at22, THAl2.1)22, I HA1222 THA132-2L TH Al 35_2�� THAI 422 Ad , irrsdaVre Truss H anger Sured fnr I -Josh; Corceale-d flange version (HSURC, HSULC) availinrile For nO 118" and heights ranging from 5-3X'to 26' 15 THAL422,1114AR422 . Hargeir slrov,,g rrass doutile 2Xand 4Xrriodels: onlyscurn fisirsi iG 17 HWPH atirleis hangera; Top flange Nargers; avalobte inMirldra ranging from 1-91110r to 7- 14 TIHJA25� LT IJA25� L1 HMA IMPImprie Tru�5 HaLiIOe1$ 6 HTU4. HTV26, F11 11.1 ZI 1.11, t I'l UA116, Z, Hfui?a C, riTU210-2 Face-itroum hangers 1/2" and heights ranging ftorn 15 THJM2-4-,SDS�, TH,I M2-5-SnS3, TI-IJ026, III- JU 284Y MEhple T­5s Hungsis "I HU HUC iiefies hangers Face rinount hangers availatole invidths rang;ngfrom 1-V16"to 7 18 ITOseres hangers Top flange hangers avaitable in widths ranging from 1-9116'to '_1 "to TSBR2 24 T mmsr Specer-Restrarst 1.12" and hegrits ranplrq from 22-718" to 10�V4" Conrestilez) range 518" and heights ranging from 9-IM" fro 16" 17 VPA22 VPA25, VPA2. VPA35, VPA4 Variable- Pitch CornL ctors oision (H OC.) avaiiabe for all modois having width equal to or ig Jn skicies. harl Top flange hangers available in width of 1 .1911 6"and heights Valley Tfu�s Chu greLTertrian 2-W16" ranging from 5-3/3' to 7- 114' 10 HLIC101 61A-SO-S, HUCC-21ri HIJCQ�10-3_1:z� HUCQ310- Face-wWrithangers 20 JRA series hangers Tap Flange hangers available in vidth of I-StIfil" and heights SEDS, PN M-441O.-RDS, HUCQ4111-RDS, I1UCQ5.25j9zSDS, HUCQ5.25,11 I SDS, HLJCXQ640� ranging from b ISIZ' Y 0 Simpson Silrong-Tie 2020 FBC Approved Products Updated I Y4Y2020 Simpson Strong -Tie 2020 F13C Approved Products Updaii 12WTUO Simpson Strong -Tie 2020 FBC Approved Products Upoatuill !Zil"20 MM= Simpson Strong -Tie 2020 FBC Approved Products Updated 1 260Q02 V =1M For dirisitt Inks to oil SST approydr; Ned Il Jk&LJJFEF, For dkwt links to 9-11,SST apiproyals listed below, � �C*E For d1rW Inks ro oil SST approyof� Il below �Z�F-:�ItEh 11111 M For direct Inks to all CST amirovats listed ll _�,LdLrJ� HER For addinkinal informadon regarding Flooda's Statewide product Approval %slem and Marni-Dade County Notice of Acceptance (1,10,A), For addional information regarding Floirida's Giuxo%ide product Approval Systern and Nbam-Czde 0ounty Nloariii 14 Acixip�arice �NDAl I-,.v addironal iruformation regarding Flotr&s -Staleeide Produict Arriorciml %slern Em d filliarri-Vade Cou-iiii Nonce of Aomptance lfi()A,� For additional information (m.arding FloluVs Statewide Proclua Approval System end IvIrarm-Lade County Notice ol Acceptance N0A),:Zal Virtual Rev AsSiSt, In 21 L8 series hangers Top forge hangers avartabIq in width ol 11-91"1 6i'and heights from 6-3ff' to 15 FLM 14WM �3 I ZivL6V1.hsi VILBIJ1,81 � SILLW2,06, SABVZ�T_ SABVZ5�ri, SrLIS112.68 S(LIOV3.12, SLCEIVS56, &rL1bV3 62 S'L BV4 06� SA_GV4 1 2 SOLLV4.26, StLB'sl4i 75 SILBV5 K T up Frairge Joist f-i irger,5 ti e SET-XP Stror;-Igiblt? (STS-1 STB224SS, Sil Adhe"tIrA nottor fair ooncete, Strong-Pos 2 Wedge Anchor for ,,&ns Review con eted and approved U LBAZ senes bari ranging .10'. Top flange hangers avabble in vvidth of 110 6" and heights S" 9 Prg4ucttJ2ifjLNumg2ror Name p1g,4142t2ngriplign 19 utx�20, EWUTT U, V�rl'Tizi,:IiTrzt, HTT5 Holdowns steekandTypars304 and 316stakiless; ;toel for compliance with 2020 FBC 7th Edition ranging from Q-_V1 6-in 1-3-118" 1 HHUKIG3, HHUS210-4 iu��A 1-1-noof 20 Silil GTOD, SAA Z1,77 2 ' ;;rraps: 118 mil (10 9a) 7 TIon HD T7HO-11-1, 71-ID-HIVIG, 77PD�l THD-H68S, Til TI-113-CS6,SSD Than HD lleavyDuty 1gurew Anchor for concrete and rhasonry by Debra Ani head Types Klahr PX2300 2S LEQ3, LE-35, LEG7 senes hangers Topiflainge hangers, available In widths ranging from 3-11iV'lo 6. 2 HRS16F HKS81 HRS12 Strap Tres. ZI SP4 5po Stud File be Ties avarlable%ufth hex In carbon steel and 304and BIB 7f8"and heights ranging from ll 33-1r2' 3 HUCQ21,C-2-SCS, 1­11_10021C�S-SDS, Joist Hanger 22 !&qr' DSP TSP Sluid Phle Ties stainless steel, or wth countersunk head hin carbon steel and 24 Il IMEG7 series barigers 'rap Flange hangers available In Yvi ranging from 5-IA" to 6- 4 THl T40133, THG8H2, THGBH3, TI-IGBII-1 Jor-A Hanger 23 STC CTC Truss Clip Type 316 stainless steel U) 7f8" and heights ranging from 9" to 32-10" 5 TI­1002-S'),_;�­ . HGQI-SDSA.5, THGQH2-Sl)S3, THGQH4-SDS6 Joi-,A Wenger 24 TeC22 Truss Braice Diagonal 6 Titen HD Rod Couplor (TH03763ARC-, THD50934RC) Then HD Threaded Rod 0oupin-r fut concrete 25 M I T se nes hia n ge rs Top flange han gem available In widths ranging from 1 -911 EPW F,= 6 THGW,3-s, TIAGA-;i-4, THGW4-�, THQW4-4 ";5� 1-yinger _2_51 TICK T iu--5 Jack Connecwt 9 Titen HL) Threaded Rod Hanger (THUUi;5T5dRH, THUB�17158RH, THLX37�12QH. Titan HD Threaded Rod, Hanger H.- concrete 118" and heights m-ngiNg ftcr�n 9�14'io 24' TH050234RH, THDIM21i 26 PF, PFB, aFE)B, ll series hangers Tolorlairige hangers availabl. in wofth ofl-9116"and heights 10 Wedge -Al MA) Wedgre-All Anchor for masonry ranging from 3-313"­m7-118' FL*11473-RS FL&13904-R-5 (D 27 28 RR VVP series hanigm Ridge Miller connector Top flange hangom avAbble -in widths ranil from 1 -90 6" to 7­ Seq # Product filodel. Kum tier or Name Peoduct Derwriptio- _-qe2_# Eroduct Model, Number gr Name ffMAjuct.Qewlhp1JQfh EMS&RO 118"and heightsiranong 9-114'to32". 1 OETAL20 Voubie� Errhoucied Truss Archor i CC1`Q1V3�(P-SDSGr Maisonly Ptoii, cips 2 3 FGTR, FUTRHL, F5Tl H18, HISS, P-1i A16-2S (' ,rdier Portatit A nclior I huricarle Tie IMN 1 Progul Ngdol. NuM kjux NjIMI AT-XIP Proi DiescriRlion PT-XP 1-figh-Strength ActrylicAdhosive lorcoricalle or riarsonr�o FLillifQ00-RO 4 Fi RF7,416� HETA20, HETA24 HETA40 Fr,,-,hsd-Jr4 Apchor 2 KX-I 0103,C-2GKIl 50(��Kfr FC0.11.101114)3 IY2,GXT� lAirsionry Plot Caps 2 E-T-HP FT -HP Elprivy Adhesive for mrasianry, 5 F-c7AL12 HETAL18, H-ITAL20 E rr � beco err Tpi, SS A� n cnl� t ECXLL;Qh1L4 $215 KT, E�'Cr,'Ll_QI0105 500- KI ECILLROK1162r, K I,, EC�CLRQMD4,1C2Q- 3 SET. XP SET-XP High -Strength Epoxy Adhesive For masonry JW I Product Model, Numk2r or Nam ABA44: A5A44R. AeA40, AP_A4SR ABA66 A13AWR Product Miscription Adj;.rsiraple Post Base 6 7 H G AM 10. H MEN HlFrA!C 14H.ETA20L HHETA24, HHETA40 Masonry retroily. cortnectors Fluarriv r�nbedded T Anr,,hor I KT, t-.GuN45 HGJir,15 50,, HGIJNt7 Or-, Hi3i N17 25, HOUixil 00 - Heavy r-hasont y Hangrels 4 5 Strong-Bort: 2 (STB2) T[terr 2 (T7,1,12� Strong-Boft 2 Wedge Anchor for masonry Thi 2 Screw Anchor for Concrete el N 2 ABU[44, AaU44R, ABU41k ASUIAOR, ABIL15-5, ABU5�6, All ABU66. ABUWR ABI)88� Adi �rtar ble Post Base, a LGT2 LGI_---MS25,LGT4-SDS3 G rr 6- r T n ii nr.7,r 4 LGIUM26-2, _GUM2f)-3 LGUM26A LG1JM2u2, LGILRA28-3. LGUIYI.2;,�-41, USLIM210-2L 1,11atiorry Basin Hangers 13 1 Flion HD (THU+4SS. THD�HGSS, THO-CS6SS) Then HD Hearity-Duty ScrawAnchr r for concrete available in 304 %J..# 3 ABUSSIR, AGUIDIO ABU11010R, ABU1 212, ABUI 212R ABW44Z ABW44RZ. AEVi(46Z_ ABW46RZ, AB%PI66Z. ABW86RZ, ABW7-7 Adj usta ble Past Ba,-,e 9 10 LTA2 META12, VETAJC,, IMETA118, Ml VIFFA24 IMETA4.1 Lateia1TruE6 An-coor Em lbo� -J ed T ru ss A n rA o r 5 W-Ur.4210-4, LGUW,: LWOW_ I-GLIMA-0 IJBFIA,-,_ I 2M 25, IVISH A31 12M 1 25. IMEH A3.53,`7.2�, k1lSihi A3 5619�2 5, NISHA3, 5131,111 � 2� MasonryTop Flange Bararn -'erigem or 318 sta bless steel with hex head, arid 316 stainless Meal with countersunk head- 4 A04, AC4R, ACE4, ACO, ACOR, ACEO Posit C a to 11 1,45TAIV2', rASTAIM'W MSTCM40, MIMCM60 Sir ap Tie for t.11aac.nry fy!BHA3 66111 83. MPi­1A3 56114. PASHA3 56!16, ?,16HA31,5116 MSHAS,W7 25 7 Tilton Turbo UNT) Than Turbo Screw Anchor for concrete or masonry 6 BC4. BC4.5. BC4R, BC6. 805R, BC8� BCS2-2/4, BC52-1116 Post Cap 12 1MT5M1A_WSN2r), HTSM16, HTSM20 Twist Strap For Masowy MBHA5i)3P9.25, Mel-IA5.50111 25, %1B+AA5_5N11 &q PORHAt 5a#14, MBHA5.50,118, 6 CB44, C840, CB48: C96S, C868 Embedded Column Saw rvi 50-'18 7 CBS0"-SDS2. CP_LSOlr46­SDS2_ CBSQ6G-SD$Z CBSQ86-S0_-,2, CBSQWSE)S7-, Embedded Civiumn, Baw to AAERUZ 5�YS.26, MCHI-01MI i IS, ME_HIU_1_66,114� r%4@HL)3,66i1(3, kilazonly Sears Hangers FL#IM7-R3 6 CC, ECO. EFCCU Serieu Bohid column capsvith W1 ranging from 3-14' rr and W' 2 ranging from 3-51111" to 7-1J2` FL#1 1496-R5 FABRU3 56118, $AHHUfj 60t9.25, MEHU5 E(Vi 1 25, MBHU5�alfl I B8 r%48H 05 50114, MBI-105 5XII5, 013HIP5 50118 §lb" PrOdUCt *041AL NUMDer or Nam Product Description 9 OCQ-SDS2_5, ECCQ-SDS2 5 Series Screoed colurritir caps w4h WI ranging from 3-1f4" to 0-1/7'and 00 wrigIng from 3&V to 7-1r2` 2g" 1 Fro.4md_M,..dxiL Xym_;lter or Nome QTTIZ Priddiv,;t0ascripticia Deck Ten5ion Tie 1 X34111016-5K XISID16, XIBI 011541K X0181016, XQ1 B101 P,4K 010-16Stiong-DriveXiVelfal Seff-Drilling, Taidoing 13�crewis,wkhr #3 Drill Point 10 CIPT44Z, CrPTOrtl CPT8SZ 0�irreaksd Fiat Tie Pairs 2 HD12: 11ID19 Broit�_d I foldowns, 2 �4_Y XLQ114T1224,XLQfl4l 2.24 Shrong-Drive XL Large-Heatt M" Sisif-Drilling,'reprIng 11 12 EPE44A, E-P844. EP84Lk, EPS&S EP,347 Embedded Post Base Embedded Pod &-isp 3 4 HO:Bt HQ_59� l-I076. 109S Il 14775, A175-314 Etilta�, f4clodowns 7prisior Tie, Seg PEoduct Model, Number or Name Proidupt Description tl, XM1Q1 1481224.XMQI 14B'224-2K Salim wih#5 DdIlPormand Large Dlam"ir Hex. ftsher Head iiii Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LC044, LC666 EmLedded Colurna Sase 5 LT716� LT-120B LTITsi Lip ril, Tph,,iiiull Ties 1 500, 5 W226nu, 5 iiuz- SDVr�2200, SLVn23W, $DW22C--_ SUW2Z455 SUW22 D U w-9 Srrorig-L)f0;e5UWLWP,PL1i` ar%ITRU'�Sr-LyScforrr� 4 X01 14SI224, YQI14S122A=2ZKX114SI224. XQI I 2S1224,XQ1 11281224-�_K Topping Screwowrim #5 DirfliPointrand Medium DiannaterH" #12-24 Strorig-Onve, X Metal Self-Driffing, TaloDing Screwswrth I* 14 LPC4Z, LPC'DZ Ligh: Post Cap ll 15 L16 mian"z, MPRWZ, N-B887 PB40� warent Past iiiase Embedded PcA Base Fli-Ii 3 SOWC15450 SDVVCIW0 SIOrytirtrig3XIDS, SDAfH1Q4OODB. SID 1WMIDE, SLWHI0800DE, SL)WHIQr1tXA0CB Stronq-Dr�ve SEWC 1RUSS �,_:zeov tworig-Dirve SViAJH TIlYlBER-HEXS�crc-,., 5 XU3481 016, XL3481016-5K point 010-16 $trong-Drivo XU Meta' seff-Drilliagi. Tapping Sor&Ar, with 17 P844, PB44R, PB%, PBUGIR PSS"& -B--46. PESC-6 Embedded Post aase 4 5ONH274000G SDWH27WC13-SD-WVl1278--Xr- SCIA14--1100053 SDVVH2112DOG Strorg-Drwe SQWH TIMBER -HEX HOG Screw #1 crill Pont 18 19 PSV6.PBV10 RC46-111% PC4E�-I_R PCa&16 EPC44-16. EPCitti-ld, Round Post Base Post Cup S_# 1 Produg krardal, Num per or Name SB55x24, SE375-424, SH1 xJ0 SBAnchor Uoft C 6 SDVJ516�111, SIDWS16300, SIDWS163-12, 3Di=ArS16400 SUW,919712, SUvVS226W &Vong-DrvoS�45 FRAMING Screw -Strong-DriveSEWS TIMBERScrewflirsenor Grade) 0 FC44-15. PC54-16. L_ 2) CP064-16, GPIC66- 16 Pr_4Z. PC4R7_ RUU, PCBRZ, PC8Z, P08RZ EFC4Z, EPC4RZ EP08Z, EPC6RZ_ EPC8Z, POSI Cap 2 SSTBI ri, SSTB.-�D� S!iT B24. SST828, SST83e SSTBW. SST81 5L, SST62.01., SSTE24L, 55TB_28 L SSTB Aric" Botts 7 S:�)X�NOG, SOWS2.2900, SDoVS221000, SVWS221200, SDV.S�--150(i SDivs-=0008 SOIX5=40009- 9U14VS225CGDR -SDWS�_sO0D9, SDVVSZ2W0DB Stiong-Driv e SUVVS TIPASER Screw 1,F_xIenor G,adel, FL#35320-RO QL ERGBRZ 5DIWAS-2221 OQ0DB Product Rogal, JJgW.kgL2_rNJrne Pria-4uct m2d9ign < 21 PPS44-4Z. PPE44-6Z Pam Base IR SD'0VSii23I20EB, SOWS22512108B GriiVilcor Atrenlr; Stioctiral'Nood Screw 1 OSSCB43.5, DSSCIE46, DESSC848, C*SHS Bypass Framing Drift Strut Connector r, RPB7 Retraft Post Base FLAIM72-RA SD'vWS�,217100:SS� SiDVVrS27400S1;, Sl-AIVSV-50083S, SIDW52700015F SOWS2781)09S� striOsTINIBER SS Screw 2 K,643,5, FM45 ti, FC847 5, FCPA9 5, FC841 1 5 Bypass Froming Firred-Cillo Connector SQVVS271(300S,9� SDIVVS271�AXGS S FPl,lS054S10I8, FPHSL)3481018, FPHS13348101B-61K� FPHSD34S1214, FPHS[764BI214. FPHS034BI214-5K 0110.18 and 012-14 Strong -Drive FPHSO Frairming4ir-OFS Self- Chill I Scairias -1--i S" 0 1 Product Radar, Ifillum nor or Naross CIMSTI 2,CNIS714, CKSTC16, C,51 4, CS16, C-S IS C6220, CS22 Product itilescription Colikid Strap,, I Or 11 8'010P.13,000 Oil TO�R110 Screw Outdoor Acciants H ex-Hoad wrillisher 4 LSFC21.25, LSFC4.25, LSFC4.25, SP02,25, SFC4 25, SFC6 X- appirgi Steel Frarthng C on irtictor 10 04L CIO 2 HRS15 H5M. HRS12 FHA6, FHAIR, FIFIA111-27, FHA18. FHA24. FHA30, MST126, VERT36, Straps 27 rnil (12 ga) 5 LSSC4 25, LSSC6.215, SSC2,25. SSC4,25 SS06,25, MSSC2,25, MISSO4.25. Ii Steel Stud Con reaLarris §MA I FJ1 A. FSA FOUnd0trOn Anchor 3 UST148, IOSTISC% IMl SMST27, SIMSTV. StMIST40, NTS162 WS20, HT--;4, 4TS28 H7.S3(), HTS:-�OC Heavy Twst Straps FL*11363-ft 6 MSSC4_26KW, MiSS08-25KIA' RCKW3, RCKAB 5� ROKW7 6. RCKIN38 RCKW5 5S Rigid KneeWarlUrmector FRFP 4 L57A-38, L81l LST173, M$TA9, "i-ISTA112, NISTA!". logrAls. M8TA21, MSTA,-4 Skaps 4S mil (18'ga) 7 SCS45 5, S0845.5, SCBA7 5, SC64-0 5, X841 15, NISCB45.5, M$CB47 6 Bypass Framing Slide -Clip Connector 0- 2 3 CH40-6. GH4", Gl (31-14". GH410-6, GHLIO-8. GH66-6. 011-106-8, (3311-168-6. CHO& 6, GH610-6. F61 Retrofit Foundation Plarle Girder Hanger 55 6 L3TAr3O. L-5-142. LSTA1 _2 LSTAI 6. LSTAI 5, L;5TA21. LSTA24_5_'2V21_ ST2 2122. ST21, 15. 51­2215 I-SLIEF13-25 SUBH3 2.5 IMSU 5143 2' ) Straps 33 null (ZZ) ga) sidgiiing C�mnertor lea# 1 product Model. NUMberor NaM AS It' AS I M5. AS 18SO Product Descriotion 18 gzpa� Truss Pizies; 8 9 Sr;532-5,iq7, SC,%2-W, � X 862-�di 18, 18 SCW 25, SCVY5.5 Bypass From Ing Con neAor Head -of -Wall SlIde-Clip Connector -0 4 5 GLEZA, GLWS GLB5C, GLI?2W_ Gl GLB7B, GLB7--. G LB7D GLBT51 Z GBLT6112, i1ii-STSIS, GBLT616, GLSTM, GBLT82) Glularb Bearing Plate Glularrin Bearing Plate 7 8 L7PS LTS12, LTSie, L7SIS, LTS20 Lalerai Tie Plate Li; ght Twist -Straps AS 2r)HS AS210 20 ga� High Strength Tl uss Plate 250 ga- Truss Pare 10 11 SJC8,25, SJC1 0.25, MSJC8_ 25. MSJC1 125 SSW'518 Steel Joist: Con rectairs Bypass Framing Slide -Clip Strut Conrreftir 0 t-finge Pate Corneotol 12 XLSH34B1414, XLSHl7sB1414 414-14 Strong-OnvoX.SH Shouldered Self -Drilling, Topping 6 HGIl HGLEW. HG=. rtGLSU Heravy Glulanu Bearing Plate 9 IMSTIA3D, VSTAX S762115. ST6224. STO, ST12. ST18. ST22, Ml MSTC411 mv-052 Str aps 64 mi i 1 (115 g a) 4 ASH P 7 HOT-2, HOT-3, HOT-4 How y Girder rmdmvn 10 IMS7066, MSTC78, ST62.V Straps 68 mil (14 q a) Screws LLJ 8 UFP1048083 Universal Faundartion Plate 11 PATS1 2, K47SI 8, NTrS1 8 MTS20 M7S3O, Ml 24C. MTS30C f."lurn Twist Strips 13 X01 6 1018, XQ'BI 01 6-�, XQ1 I S1 21* XQ 1131214-3 SK, X076S 122 4, XIDI31224-31,[5 91 0A 8. 9 12-1 A, and #1 2�74 Strong- Or ive X Meta f Splf� Drilling, 7- $ URFP Universal Rebrok Foun dater Plate 12 516 �56, %U 1,at z;�X, S62,37, SiW.56, 1_:V;52 ft iIIS3.1 2, StwZLs � �vK`, 152, fX5,, W64,12, "4Z, WID4.715, SilES'rtil) Top Flange Joist Hangers FLMML-ad X11 I 4SI Z24, XQII 491 �2,4-2�SK� X01 12S*1224� XQ1h29I224-2K, XS481016-5K, X1 SI 019, XIBI )1&4r X1SI 2-K X181214�3 5K Tapping Srrurvwr� < 13 S�BA2,126, SJBA2.1200, SiUk2AZI2 SliBA2,1204, GrBA4.1M. �NBA4.18110, Top Range Joist Happens Ila FiLgdod Model, N unit bet or Naim SMA4,18A2, &BA4,18fl4i 1 E7T-HP Adhesive Anchor for ooricrere 14 $441 A HurrconeTFe 2 rAC, GOP, GUPIM-50, GOPM-75, GDFW-IOG� GDI�S, GW-60 GW-76, GwIUO, oTH Gas-scituated fasteners and arcerniblNes < 15 S44 D8S, SfH04B, SHD 1 CS " DI OR 5-41-101 5S, &H-E-1 5B Holciowris S PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K. PINW, PNWP, PI;NWP-3N, PDPA'VV'L Paivdor-actuateci rasirriels, threaded-cls, and asseiriblies 16 SVHDLI4, SiFIDUU, WHOUP. SIHM11 I Hold-wirs P.nPkvVL.Lr., PS VL3, PSVU�-K PCLDPA, PECLOPA. PTRHAS, MI-IA4 _J a_ 17 &J--T, &hijCT Joist Hangers 4 SET 3G Adhesive Anchor toir ocricrere SHEET NO. March 6, 2023 PA 1.3 (D (D C_ - Cn M (D -0 > MIAMHAM MUILI-DADECOUNlY PILODVCTCONTROL SEMON PGT Industries. Inc. FGTInduitrtes�luc. a) 0-1--:3 7:3 0 0 I I sed 5 W 2 6 S TeK Room 2-01 NOTICE OF ACCEPr_A_XiC'E:,E VIDENCE SUB-N]ITTY-1) N�OTICE OF ACCEPT.A_NCE: EX-IDENCE SUB]NUTTED (3) 0- CL DIPARTNIENTOF REGULATORY AND ECON-Olix RESM73LCES (RER) Nfiam Flor,43 33173-�2474 11O.UWAND CODE ADAEUNISTRATION DnISION NOTU."E 0F,AC( E PTJVN C E F VIDENCE S UB-NITT TEL) (D CY) 0 -4-- U) A-2 N.'OTIC'E OF ACCEPTANCE (NO�A) 1. E%idencesubmitted underpr#iious.N10A D�. QuALITY ASSIMIANCE, = = M -M (n A. DRAN�T'�GS B, T1 STS (courinue-d'i 1. NLusiDideDep!�anmewafRegulatonaudEconou�eResou:rcesfR.F-R,)- (D -0 0 -0 -0 PGTIndustries, Nc. 10 70 Ttelmoto gy Drh-e, 1, 24anufacturef s die drawvmas, and sections. 5. Test repca on D Air Infiltration Test. per FBC. TAS 202,94 I - -S (D 0 0 Nor th't,enice. FL _42,75 (Subiniffed nuder.V0_4_X�o_. 11-010'. 0-4) Uniforut Static Air P.-esune Test- per FBC. T-AS 1 XkTERLAI CERTIFICATION SCOPE: 2. DrawinIg No, _NID-5_570.0. titled -%,-uiA Sliding C-lass Door NOA (I -NI) sheets 3) Watff Rewstance Test. per FBC� TAS 202-94� 1. Notice of Acceptance No. 1-44.429.14 i�� to Vision F--amsion, Lanited for their .0 0 -+--j TIm NOA is being issmd under the applicable rules andreplatim governing the use of coinstructonmaterials- The through 21 of 2 1� pmepwred by numufacturef, dated'100551 5. with wnnaons A dated 4) Large Nlissike InTact Test per FBC. TAS20 1-94 "Whke Rigid PVC Exterior Ex"sions for Windows and Door�-. dated 08.43/15, CU 0 > Cf) -0 E 2 documentatroasubmitted has been wvtewed and accepted by bifiami-Dade Counry'-R-ER -Product Control Section to y A. L ymn Nli 04,05,47. signed and sealed b P - 0,-chc Wind Pressure� Loattingpei FBC- TAS 2,-)A- expiring on 0930,1119. U) ed=N - C- by the be ui ZfawDade -uuv and otef areas what 9W (,AHTI. NS '102-94 Forced Extry Teg. per FBC T. - 2. Notice of Acceptance No. 16 -0920.08 issued to Vision Ex-trusson Lunited for ther ­%7E U) CZ This NOA thallnotbevalid, aftertbe expiratton datestnedbelow, The Nitami-Dade CountyProduct Control Secaca B. TY. STS �j a I ong wi t h amdce d -up dra w ing s � and irtst allat i on d ia g mi o f v in-v 1 �h d w q glass door, pre p ared 100 Tan 102 and lighter Shades (7�-ou-White) Rigid PVC'Exterior Extrusions for M C/) < (1a Miann Dade, County) andbr the A1-U (in amsolher it= Miami Dade Uoutay) reserve the right to ha Ve rhi� 1, Test !report on !,)Umfofmstatl-CAir�Pre�i.,.tilif- �t� pi _erL FBC� TA.S,* 201-94 by Fertestratimi Tecting Lab- Inc�.. Test Report No. FTL 8549. dated,110,515- iipedand Witidows'and Dams"- dated 1201 & expiring on 12L79,12 L Product ormaterW lithis product ormatexialfaih toperfionnin the accepted -1 Large INfissile InWap, t Test per- FB C, TA �2 01-94 st,-�aled b,�i- Idalairi Ortega, P, E, (Test report revis-ed on U, 1014111 �5 and 0112,11 L 1,161 3. Notice ofAcceptance No. issued fortbe-In manner. the mamiflactura, 'will mcur the ex se otsuch testing and the AHJ may immediately �rev oke - ma di N, or :Pea 3) Cyclac Wind Pressure Loading per FB�'_'TALS 2(),.; g 6. Testrepwcm on 1) An Infiltration T�-t, per FBC. 1AS 20121-914 '"Brown Coated Rakted or Laminated) White Rigid PA'C'Extedor Extrusions for suspend the use of such product or material within their juris diction. REIkrt-5r�tr��t-sthe!riehttorevol-eTh-�,r, id jass door- prepared along with marked -lip drawnigs and nistallation diag-ram- of vinyl sl ingg 2) Uinforni Stalic Air Pressure Test per FBC. TAS 202-94, Windows and Doors'", dated (413115. expiring on 0.93011 9� acceptance�ifitade*rmmedbvMmni-DadeCamtyPfoductCona�olSecuoudL3t*is,pro&x,tofnlateiialfal-IsEo vieet the requirements of the 4licable buildim code- bvFenestration Testinz Lab- Inc.. Test Report No-ftL S71 - dated 11`071;15� signed and 3�� WireT Resistance Test= lm FBC. TAS -10'2-94- 4. Notice of Acceptance No. 16-0712.02 issued to ENTUGI Fenestration Solutions USA� Thisproductisap des ped onip y Voln, Me Flonds Who, de prcrveda%� described heittmaudhassbaeu i to c 1: Bu eCo sealed by Idahnis Ortega. P. E_ (Test report re-vised on 0_21 16 and 02'24�� 161 4" Lame 34issile Impact Test per FBC. TAS 20 1-94 i - 1=. for their -7_4�N 30 40 and Lighter Shades 0. lon-AA7hite) Rigid PVC Exterior includwg:beE4ehVebc.Ti�HumuneZone� - 1 Test report on FBC-TAS 202-94 -04 5) 0,7chc Wind Pressiwe I-Load-trizper FBC. TAS 203 - - 'Extrusions fej,'"'indows and Doors� dated 091 5;1C empirin - 1,2 1 on 01;04 1 w DjEsc Rwnax: series i-55-1&2770" VinvI-Mubug Glass Door (Reinforced) Wwo 900& 135" corntq-,s-L_XLL 2- Unif-brin Static.A.T Pressure Test, per FBiC TAS 202-594 - alon-a with man-ed-up drawings and installatram diammu of vmyl slidmaglass door. prepared 15. Notice of Acceptance No. 16-0712.04 is-c-sued to ENERGI Fenestration SolUtions USA, -C- .A"Rov.-xL DocumE.Nm Dravinnit'No. MD-55N1.0 Per B. titled"Vinvi Slid W-S GWs Do -or NOA (LW.-- s-bft-r- 3 i Water Rjes�lnce Test. per FBC, TA S, 202-94- by Fenestration Testing Lab. Inc.. Test Report, No. FTL 8552. dated In415- signed and Inc. for thetr"Byonze and Lighter Shades of C ap C oa ted Rigid YX Exterior Ithrou, 11 of 2 1. preparedby inavdacwter. dated 10.-05;15 and last tevi�ed on 02701�21. signed, and sealed, by gh 4) Large Nlissile Impact Tesi Pon FB,--. TAS 201-94 sealed bv Idalmis Ortega, P. E� (Test repon revv� on 01215.,"2016) Extrusions for Windows and Doors�'dated 09,15,16, expumi on 04,16,'X - A. LynnAliller. P.E..bearin thelfianii-Dade CountyProduct Control Revision stamp with the Notice of S - ) Cyclic W. iad Presst ire Loadingper, FBC, TAS 203-94 ­� 1: 202- 7- Tes report on i, Tniforni Stalic Air Pressure Test � Per FBC , TAS - - -94 - 6. Notice of Acceptance! No. 1,6-0 711.03 issued to, ENERGI Fenestration Solutions USA. "AN'bite �F Acceptance nuaZer and mynation, date by theMiamiZ-%de Cation, Prod ma ConerolSechon. I 6), Forced Ent s7v, Test 11 per FBC% TAS 202-94 2) Lame 14is!�riile lnilnact Test per FBC, 1,A'S 201-94 Inc- for their Rigid PN"("ExteriorExtrusions for, IV wi an 0 rs" a -Judo d D o: d led 081&117, 02,28ils. MISSILE hipm: T RAM;G: Large and Small5fissile Im actResistant alon th.111siked-up drawing 9 1 s and installatiorld" of vinyl sliding gl I ass, door, prepared 3) C i�chc- NVdid Pressure Loading I FB(7� TAS 2, 03-!4 expiring on bv Fenestration Testing Lab. Inc.."Test Report No ITT, 854C dated 11 `06`1 5T signed and f �1 along -ki,ith ruarked-up �rawwgs and installation diagrani o viny sliding glass door, prepavd 7. Test reports No(S. 10-002­792(A), 10-06-N40527. 5357-53-09. per ASTNIE-84, 'I � See table toheetZ) and table 2 (sheet §) forapplicabIt SOD twit sizes. destiza pvesstires. reinforcements ryTes. S�aiect bsmahnisOrrega� P_E_ (Te-,t rei>ort revized a.,n0`04L.16 and 0111,2`016) by'Feneswat Tcui g Lab. Inc.. Test Report No WR In FTL 03S (sanples 1 tWu A-221). dated ASTNID 191.9 aad AST"NID-635. issued by EXOV A to Viston Extrusion for cellulosic ts - Moser( et tables B-1 & R-2.sheetr.. and ancliarlayout sh;e� requirements in 11 thru. 16- Test report on I)AirlrlfiltratiouTe&t� per FBC�TAS 202-94 com;)osite nntertal. 2. lZigidW7hite PVC_ Tan (Ntoa-whfte) %04 PVT andBroixm coated (Painted orlawwated) white Rigid P'%7C. to be -2) Unlornt Static AL-r Pressure Test- per FBC. TAS 20-1-94 0107.04) ISubmifted under.,VO-4 Xo. 11-0107 04) z labeled perreferencedNOA"s requkements. 3) Water Rest-2ance Test. per FBC. TAS 210-2-A)A 8 Test repor, on V. Air infiltration Test- FBC� TAS 2`02-94 -e of Acceptance No. 14-0916. 11 issued to Kuraray Anwrica_ Inc. for their 3. Ep_ess operable doors, must complywilh min clear wicith or height per FEC retInivementas applicable. 4) Large Nfissile Inipac-t Tesa Per FRC. DkS Unifbma Static A-11 Pressure Test. per FBC. TAS lo� CIA --Sentr%-Glast (Cleat- and'"Inite) Interlaver- 07-04 18. expiring on � - V 4. Pocket waUs under sepwateapproval, to be revievoedbyBuddiae, official 5 -1 C VIck Wmd Pressure Load FBC. TASS 1103,94 - in 33) Waier Re.-Astanct Test� TAS per FBC, lotice of Acceptance No.16-1117.01 issued toKuraray.4menca. Iw. fortheir LkBELP�Q Eachunit shall bear a, permanent iabelwith the orloso. city. state and series and 6) for cred Entry Test � per FB(-'. TAS 2102-94 4) Large lQissik Impact Test per Ffl(% TAS 201-94 -1rosifolt Ultraclear. Clear and Color, PIT hterlayers", oWiririg on 07,108,19. follouring stamment- SUMM-Dade C�ounry -Product Control Apptoved ". noted hereur along w it li nnike d -up d ra-w in gs and insua I la r icm d, Lil: graw. o f v dw I s lid ing g !a ss d oarr- pr-e-pared `0 Cvchc Waid Pressure Loadiagper I FB � C . T.A 5 ]?0 31 - 9 4 W RE N EM" k'L of' this NOA shall be considered after a remm ml application has Ixtafiledand there hasbealno hyFenestration Testirig Lab, Inc_ Test. Report No. FTL 8547 �,,ixted �i 61 5� signed and h F" TAS 9 arced Entn, Test. per FBC, 2111011.: 4 1, F. STATENIENTS, chaugge in the the petf6ruiatuce ofthesproduct- g; sealed by Idahmis Ovega, P_ E� (Test report revised on 02 il 5� 16��l along, %v ith umfKed -�up draNk, ings and iassallation diagram of iiinrl shdiae glass door, prepared I � Statenamitletter of coafonuance with FBC-5111'Edidou (2014) and FB('"-6* Edition TERMNATION of this NOA will occur after the-expiralion date or if themehasbeaaarevisianot chatipiathe 4, Test report ca 1) Airlaffli mtion Test,. per FBC- 4 by Fenestrati o lestmig Lab, Itic. Test Report No- fTL 63377 (iaxnples, A-1 thru, A-51)� dated (2017). issued, by manufacturer. dated 0&14 , 117, signed & sealed by Lynn NfiHm P � E_ matenal5, use. andrbt mamifacture of the .,Misuse of this NiCk-A asimewicit-sement ofany produc-7 2) Uluifornt Static An-Pressize Te- ce-i- FBC'- T_kS 2,02-94 and 5�ealed bv Jorge A. Canso P. - 65011th7ed 110610� 5 tinder NOA N& 11 2. Statentent lefter of no financial interest. dated 0*1 1 T issued by inzatfacturer- signed mi forsales. a&ertis=orraay od*fpurpose-sthaautennicalh-*nuimtethis'i%'OA=Fkh;re-,o lcomplywd� any 31A arter Resistance Tea. per FBC. TAS -0`1-94 010 .09) & sealed by Lynn Ntiller. P1. section of dd,- NOishall be cause for tenniiurtionandreaw-ml oP110A_ 4 ) LZge N fissile I Wa et T est per FB C_- - TA S 21 0 1 -9 4 3. Lettff of lib coWhance�. paft of the above test reports. -AD ITERTIST-MENT. Tbe N OA nu tuber precededb� the wox ds 2%,fiami-Da de Cwnm Florida. and f 6 1 lowed bv th e 5) Cvcfic Wind Pre&surr Loaditwm FBC TAS 203-04 C.0 C VL A TION'S, 4. RER, Test Noposal No. 17-0387, dated 05)V51 7. signed by Ishaq Chanda- P.E. expiration date may be displa�vd in advertising literature- If =ypoltionof th-eNOArs displayed. then it shall be 6) Forced Entry Test. pff FBC_ 202-94 1. Anchor vehficarion calculations and structural analysis, compty*ar with FBC-2014. done in its eittirety- along with marked -up, drTwings and inst allation dia grain. of viny I sliding glass. dm- pre", ed p repamd IV y P G I d a d '12 0 5. 15 a n d I as-f= r on 02.15,16, signed and sealed by G. OTHER 12NSPECTION:Ac p- 10 yof this entire NO -A t1all bepioticled to, the tne by the manufacrwevor its distributors and gat byFeaestration Testing Lab, Inc-, Test Report dand V N Audiorlyl__ Milles, P E. (Sulptithred urrik 0.4.� 'a, 15-1210,01). 1. Notice of Acceptance No. B-1110.01, issued to,PGT Industries. f or their S-enes ovail'able for inspe4:fioa at thelob site at therequest of the Suildin; Officiat sealed, by Idalinis Ortega. P. E. (76t relt.otl rel.risod on 011,,04.�, 16 anti 102ii, 11,11 16) 2. Glazing ­5,570,1770"Vinyl Sliding Glass Dm,, (Rehifolticed) emptring, on 04,141'" " )1. ThisNCIArevises &renem NOA*20-0429.019 andcom"s s ofthispaze I andei6leaccepages E.l. E-2. �E-3. E_4� E -5 &E­6 as weU as approval docume-ni mentioned abm-e. Theaubmitted documentation was reviewed bylshaq L Chanda. M liliaq 1, clauda, PZ 17haq L chauda. PZ Ishaq 1. CItauda, P1. 1 Product Control !:net S-uper-rizor Produce Control'Viat Suptrvitor Product Control Uw't Supermor No.k NON No� N-0-k -No zi-ONF�01A _N,'0A N"o. 21 -0! Of.0-4 ExpiratiouDate: April14,!0.'6 Expiration Daw. _April14.N26 Expir3tion Dam- _April 14.2 .026 Expiration Dste: April q J-4 -Approral Da t*..X1nrch Z.F. 10. Approval Date: _NLarch 25. 10!1 Ipproval Dam Nlare It 1. 0! 1 '4 Approva I Date. Nlarch Z021 Fag* 1 E 1 -3 PGT Indrtstries. Inc. CGIM-mdows and Doors, Inc. PGT Industries. Inc. -NOTICE. OF ACCEPT_kNK F: El IDENCE SI-B-NUTTIF-D NOTICE OF ACCTPT�kNCE: EVIDENCE ST'B_NffTTFD -,NOT CE QF ACC'LPT.kN--(1: E-17.H_)L�NCE SUBN�MTLD J Evidence Subinitted under pivvioussubmittal -S (courlitue) E. _11ATERULL CERTIFICATION 'A. Nim Evidenc* Submitted Supe ond I 5. Quanex Pan j-.Sj).a_c*r wit' h AM I C5,1811aermal C, uc rivity A. DR_X"T%S CI-881 ASTN4 F.1 1149 1 D.398_5 Dxygen-PayssL ASTNI E A. RRA'%VINGS 1. Drawi No. Xa)-.;S70.0 Rev B_ tit led "Viuv[Slidin Gla"DoofNTOA(LNI�'.sbeets 1k9 Ing 2 190 LG - Durability -No Fog -Pass. (SWbinined tinder prviliali 5 -YOAX& 15-#469� 03) L Dr3wkw No- _NJD-55 70,0 Rev B. titled `Virryi Slitdmg Glass Dockr.NGA t sheets I 1 through 21 of 21. prepared In- n=ufacturer. dated 1 U&11 5; and last rekisxd on through 1 o El 1. prepared by n=x1factura-m - dwed L_ - A 10,0� '2 OV21,20. signed and sealed 17y A- Lyna Nfillec P1_ 6. Quanex Part _D ULa conwly� with ASTNI C518 Tberrml Conductivity 2_12 Signed and sealed lry A - Lymn Mar. P.E_ hr_-ft2-'F. AST-kIF 1249 WkTTR-Pass. ASTNI D 1434 Areon Perazaare-Pass- ASTN.1 E - Note-. Th� revista consist replacement of sa= existing nistallarlon ScTew VvAh flat head- B. TY-STS 21S9 I.G. Durabilin. =-- Foa__ JkSTNI E 546 Dew 7 beuelcpLumt -21n_F in 4-0, hr-_,� L Test reports on: 1) -Air luftration. Test. pef FBC TASS 202-94 (Subm hied nnder�YOA Xa. 154409.051, 2) Unifban Static.Air Pressure Test. Loading per FBC, TAS 2�02-94 Vision Extrusions- LAd_ Parts conTt,-,ng m, ith P`V*C�AA_%VA 30 _;- 13. V oluntary Specification B� TESTS 3) W ater Resistanc e Test, M FB C. TAS 202-94 for Rigid PoMiayl Chloride (PVQ� Exterior Proffles-, far Vision Ex-Inisions. Lw­ -1 by 4) Lzge Nfissile Impact Test Per FBC_ TAS 1-01-94 AAXTIA Fenestration F-Merior Pro�f ile C ertif ication Pro grain il nbin imed under NO-4L N& I.S., 5) Cyclic Wind Psessure Loadingper FBC, TAS 203-94 040.9.05) :)LL 1111LATIO-N-1.3 along with mafke4-up dr2wriaggs and installation diagram of all PGT Industries. Im. i 8. Vision F_xMisions- Ltd � Pan s c on4) I ying w- ith ?%-�C 4UANNIA 3 03 - 13 I None representath,e unks listed below and tested to quafify Dowsff'791 and Dowsil 983 silimes. �Snbyjiifled, undir-N-0-4A's. 15-0409.0$) CD prepared by Fenestration Testing Laboratory. Inc.. Test Reports- No�: 9- PVC -AANLA 303-13. Voluntan, Specif ication fron; Rigid Polyvinyl Chloride (?Nr C. -i E-derlof D, QUALITY A SSUK-JINCE FTL-7%r�, PGT PW5520 PVC Fbced Winiow (unit 6 in propoW). dated 09,,03/14 E.Xtt-nor 7%-Gf Profiles for Vision Extrusions. Ltd-ATEX-1 bv AAI,4vLlk Fenestntion Ile 1. V-1tarxii-Dade Dtparunmt of Regubtory and Econennic Resources (RER)- C/) FTL-20-2107.1, PGT SGD780 Alminum Sliding, Glass Door (unit 7 in proposal) IFTL-20- Certification Program. PGT CA740.Akan Outswing Casment Window (unit 9 in proposal) FTL�10- 10- Notice of Acceptance No- 18-1217.14 issu&d to E� - Fenestrat-to-n Solutvcon� UJS_A__ it-- for F. %LAT1ERLJkL CERTIFICATIONS 1_1073. PGT PW 7620A Aluntinum Fixed Window (unit 9 mi pmposo and FTL-20-2107A. their --Tan 3040 & bzht shade (non-whife�i White Rigid PN'(-' rx teriat fmcrusions far- I= Notice of A ance No. 19-03015.02 issqued to Kurat-av America. Itic. fartheir PGT PIAT7620A Aluminum Fbied Window (unit 10 in proposalIj dated 071 3,�,'20. all signed Windo -ws and Dow expiringe on 02 04:, 1 '-B -s e-virina iou 07�08,114. "TroWol% Ultraclear� Clear,audColorPt, Glass"InterLiyej Z ­ CU 0 and sealed, by 11dahnis Ortega. P-E. 4 18 -Va Ll S; im Cyr 11, Notice ofAcceptance N_ ­01,21.02 15:111�md To Ennyi Fenesimion Sohiti( c-f, I - -,America, Inc. for their Notice of Acceptance No. 17 -0808. 0 2 issued to KuraraN L_ their series, ""Itite Rigid PVCExterktr' imusiouss for Nl�indott 5 and 11"11)"t)(101's eX�tlnuR- 011 E '*SentiyGlast, (Cleat- and N111ite) Gl;a�q hisellatlyers". expumig on 07 04V23­ > CL C. CALCULATIONS 02�28111123, 'I Nolice,of Acceptance No. 18-1106.101 issued t o, Vision ExtsistionS Liauted for their "ll rown I -Anchor verification calculations and structml anah,6 comply g with FBC Fenp-,,G $n_ 7 7SA. Inc for I! Notice of,Aicceptance No- 20-0203.03issued toEi i W_ a red tPabired or L aminated) IN'hire Rigid PN* CE iterior Extrusions for Windows ('o. 3 Edition (,2020). dated 04121210- prepared bv mantif-kturer- signed ard sealed thetr "Bronze & lig-hr shade cap coated 111ite R4M P'%-C' Exterior E�M­ttsfou,�, for and Doors- . expiring on 09 30,`2;4 0 _AnthonyL.ymn.NN1iller, P_E_ e-_m&_m�wonC14J6`2'5_ 4 isswed to Vism' Exintsims Litnited. for their ser ies 2. Gbzing complies with ASTM E 1300-04. -09. -12 and 46. "N7E 1000 Tan 102 and lighter shades (Nou­2" - hite) Rigid C ellidar FX-C Flxterior D. QUAL ITY A S S 17&.%-N CE F. STATESIENTS Extrurdons foi Xi-mdow-_, and 1)001_s-� e-XvIru-2 on 12'9.!21. MAY 3 202 Ntliami-Dade Dep=ment of Regulalwy and Economic Resoirm -,TtERy L Stateumut letter of - confortmance to FBC "'d, Edinton i_1020), diated 0+22-20� Is bV Inanufacturer. signed and sealed by Anthouv L Miller, P. E, f. STATE-NIE-Ni'lS. E� XLkTERLA.L CERTIFICATIONS 1 Staternavletter of no financial in"terest and o f indevendewr- isvied bVinainifactucer- dared I Statement leiret- of coufommce to FBt 74 -Eeficion (2020), dated 001,01,21- issued by y (D L Notice, of Acceptance No. 194-01305.02 issuedto Kuraray Anaerica. ]it c for their 04,�` 18,!'20. si ned and se. aled by Anthoul�r L,�,,M )ddlem, P-E. matiufacturer. iqzned andsealed, by Anthony L--mit-INfiller. PE, U) "Troslifol:& Ultraclear. Clear. and Coktt� PVB Class lnterlaver�'. ex pirtngl on 3. Prhl-ate Labeling Ag vaent docunteirr berween PC�T, dazed 02,`30,1:5 and signed bl". sli � ree PfiVale Labekiw Agreenteat dated 03;0&-2'1 benveen PGT hidu-tvAes- lac, mid CGI Virtual Review Assist, Inc. NAL 07-08,0214� involved parties. '%Vindow s. an-cl Doors Inc signed bv Dean N-1, 'l-tuaric, P.E., NTP � Engineehaz on bell& of Plans Review completed and approved As co 2. -Notice of Acceptance No. l7a03.02 issued to Kitraray AmeAca. Inc. for their both compaines. for compliance with the 2020 FBC 7th Edition "Sitatti-Glast (C I#ar and A%ke) Glass e_V=9 on 07.,,04,,"1 3. G. OTHERS by Debra Anne Klahr PX2300 11� Notice of Acceptance No- 1&4106.10 Lissued to Vision Ex-misions Lmiited for their I- Thi-s-, NOA re -vises N-0.1;F I 7-0420M LPVT w,CGI 11 and updates to FBC 1020 (1 Editiont OTBIER-S -Brown Coated (Painted. or Laminated) AN-hite Rigid PVC Exterior Ein-11swus expiring 0+2 1 1- Diis NZOA reA-15*s & renews'N 0_0 20-14420_05 i(PLA w `CGI), expiring 04,14t 26 for Windows and Doors"- exp�.g on 09/30,2+ 1 RE R Test proposals 10 4 1%55 d aT ed 0 1 10 �,2 0 1 pproj,, ed by T s I C h an- da P 1. eypt-ing 5 The can, nr associated PL-A C GI file #2 1-0205.01- expiring 04,� 14,21, 4 Notice of Acceptance'No. 19-1106.11 issued to Vision F-mm=ns Limited for their Uj Sent,15 -VE 1000 Tan 21021 and ligilter shades (Nou-NA11to RW Ceffitlar PVC :,I ,L� T-imior Ein-usions forWwdoNTs and, Doors'-_ expirtug on 12,1119" n < Lhaq 1, Cbstuda. P.1 Ishaq L Chau4a� PX, Product C outt,ol"I'alt Slawrikor Product Control Vitit S-up*rvisor Product C'ontrol Unit IsuperTi'lor SOA NO. :1410:4JUL Xckk lco� < INO-41 N-6. : 1 -0 - ft! - 11� - S-01 ExpiratiouDate� Aprill.4,!016 Expiration Dam Apr� 14..10.16 _j Expiration Date: Aprf1l4,10Z6 Approval Di te � _Uirth US! 202 21 Approval Da to- Nfarck !0!1 _A"roval Dam Nlarch US, ;_0!1 E _9 E -6 E -4 SHEET NO. March 6, 2023 PA 1.4 (3) c— C/) -Z3 > c- 0 k :3 MIAMI:-, N11,AWDADF COUNTY S__ C_ (D OL PRODuc,r CONTROL SECTION Cast -Crete -USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (3) 0- 0 t co 0- DEPARTMENT OF REGULATORY AND ECONON11C RESOURCES (RER) 11805 SW 26 Street, Room 20N8 70 BOARDAND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 a (1) U) i T(796)3�5-2590 1'(796015-2 - 99 NOTICE OF NCCEPTANCE: EVIDEN(."E SUBMITTEl) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED = = NOTICE OF ACCEPTANCE (��QA)___ M Cn (3) -0 -0 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0601-3.04 3� EVIDENCE SUBNHTTED UNDER PREN71OUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0"3.03 _0 = p -= (V Cast -Crete LTSA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 Seffher, Florida 33584 1. Drawing No. F'D4612, titled "Precast andPrestressed Lintel I qfl, L Draiving No. FD_j612, hiled "Frecast and 11restressed Lintel Detajls'� sheet I oJ' t Drawing No. FD,4612, tilled'Precast and Prestressed Lintel Details". sheet J of 0 U_ — prepared by Cr*g Parrino, P.E.. dated Alarch 24� 2003 and drav�,ing,Vo_ L74612.. Iffied -.. datedMarch 24, 2003 and Drawing No. I. prepared by Craig Parrino, P. E --ing - 612, titled "Cast -Crete 4 1, dated U3124103 and Draii, Na. LT4 1 6"& 12" 0 > -0 SCOPE: "Cast-C;-ete 4 ", 6" & 12 " LintelSafie Load Tables'.sheets J through 3 Of 4, prepared by 1,T461 titled"Cast-Crete 4", 6"& 12"LintelSafie Load Tables" sheelsl Lintel Sqfe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all E Lo (D This NOA is being issued under the applicable rules and regulations govern �ng the use of construction inaterials, The documentation has been by Miami County RER- Product Control Craig Parrino, P E., 24, 2003, h-isl revision #1 28, 2003 borh dravi4ngs signedand sealed by Craig Porrino, P.E. ir( -eparec, _-'raig 1arrino_P,E., datedMarch 24. _2003, last 8 )ug 3 of$pi i by I -in prel7aredsiqnedaiid,seal'edl�vCraig.Part o,P.E.,on0&19?"14. Cn CL. 0- submitted reviewed and accepted -Dade revision dated 11arch H, 2008. allsi!,7red and sealed by Cra�g Parrino, P.K. on U) Section to be L ised in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction R, TESTS March 27, 201.2� B. TESTS (AHJ). r� Te-st report onflexural lesting oii 4 `� 6 "& L2 Precast Concrete 114)iiels Filled,and C� TESTS 1� None. This'NOA shall not be valid after die expiration date stated below, The Miami -Dade County Product Control Llr!filled Models, total of (73 - ) concrete lintel speciniens, per ASTM L-5 29-94, prepajped B_ C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miam I Dade County) reserve the right to have b), Applied Res earch L a b oral o ries, R ep o rt Alo � 304 0 4-A, da te a C941 / 0103, s ign ed and None- 1. Calculations for Casur-Crete Lintels, dated 0.311912014 pages 14-201 through 14.236, t this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed ky Christupher .4. 11amon, R E C'. CALCULATIONS, prepared hy Craig Parrino, P, E., s igned and sealed by Craig Porr in o, P. E. accepted frianner, the Manufacturer will incur the expense of such testing and the AHJ may immediately revoke,, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C� CALCULATIONS 1. None, D. QUALITY ASSURANCE this acceptance, if it is dc-temined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Cast -Crete Lintels, dated 0.512910, 207 pages. prepared ky Craig M QUALITY ASSURANCE 1. RvMami-Dade Colini), Department of Regulatory and Economic Resources (REM. fails to meet the requirements of the applicable building Code. Parrino, R E., signed andsealed b v Craig Parrino, P. E. fa), rs, 1, B3, Mianfi­,Doth! Counry Department q/'Permilting, Environment and Regldalori�,,lf 4 i for Cast-Creic Lintels, daicil 05,QYIO_� 140 pages. prepareilky z Calez If stions E. MATERIAL CERTIFICATIONS 'Ibis product is approved as described herein, and has been designed to comply with the High Velocity Burricane Parrinn. P. E., Agned and sealed by Cniig Parripio, P. K E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Code. L None. DESCRIPTION: (Cast -Crete) 4". 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No., FD4612, titled "Precast and Prestrcssed Lintel Details", shect'l of 1, 1. Cast-Creteikhichine j� fa -le T'r�lxwsl Lintels revisal ��,�,n Alqv 1, F� OTHER 1. Leifer firom Cast-Crele U&4, Inc., dated 0811912014, signed and,sealed by Craig z prepared by Craig Parrino, P.E., daled March -1-4. 2003 and Drawing Nio. LT4612. titled "Cast�Crete 4"_ 6" & 12" 2002. 1. Letter frarn Cast-C�ete Corporation, dated February 03, 2012. sl�gned and sealed Parrino. P. E., certodng 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 QualttySystem Manual,for PresiressedProducts dated 2002. �y Craig Parrino, P.E., cert�jlyirzg comphance with the Florida Building Code, 21010 revision dated June 12,21-014, all s�igne,d and sealed by Craig Parrino, P,E.,,, on January 22,2019, all bearing the Edition. 6. IKVIDENCE SUBMITTED"UNDER PREVIOUS APPROVAL # 17-0921.18 Mianti-Dade County Product Control Revision stamp with the'Notice ofAcceptance 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 L None. z ATISSILE IMPACT RATING. Large and Small Missile Impact Resistant 1, Drawing No. FD4612, filled "Precast and Prestressed Lintel Details" sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label Nvith the manufacturer's narne or logo and the Mianii-Dade prelhorol b), (,`raigParrino, RE., zhited March 24� 2003 e-vid Draii�i)ig No, I T4612, fided Arone. B. rESTS- County logo. "Cost-Crele 4". 6 " & 12 " Lintel Safe Load Tables ' sheets I ren-ough 3 of 3, prepared 1�y 1, None. Craig Parrino, R F � &ited March 24, 2003� last revision dated -.1farch I L 2008. B. TESTS LU RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no 1� Alone. C. CALCULATIONS change in the applicable building, code negatively affecting the peiforniance of this product. B. T 'S, I 'S E 1, None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement oft any 1. Alone. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with r- CALCULATIONS L By Miami -Dade CouniyDepartment of Regulatory and Economic Resources (RER). any section of this NOAshall be cause for terininationarid removal of NOk Arone. D. QUALITY ASSURANCE E. MATERIAL CERWICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miann-Dade County Department of Regrulatory and Economic Resources IRER). 1. A-7one. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Mianfi-Dade County Building Code Compliance Qffice. be done in its entirety. E, MATE RI AL CERTIFICATIONS P. 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. Conipliancel"etter with the Florida Building Code- 2017 Edition, issued by Cast - shall be available for inspection at the iob site at the request of the Building Official. 1. None. Crete USA Inc., dated 0810&117. signed & sealedby Craigilarrino, P. E This NOA revises NOA # 19-013014 and consists of this page 1, ev idence,su bin itted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. .-44�invvA. -Makar, P.E., M.S. &A, elmy A. Makar, P.E., M-S. C-Vehny A. Makar, P.L, INI-S. The submitted documentation was reviewed by Relmy A. Makar, P.E., M.S. Pro&ct Cont'rol Section Supervisor Pr4�ct Control Section Supervisor Produrt Control Section Supervisor NCIA No. 20-0630.15 NOA No, 20­0630� 15 NOA Nm 20-0630.15 NOA No� 20-063C 15 Expiration Date: 09/JI/2073 Expiration Datc 09/11/2023 Expiration Date: 09/Ilt2_023 Expiration Date; 09/11/2023 70/2020 Approval Date: 08/2 C­0 to C. Approval Date: 08/2012020 Approval Date: 08/26T2020 Approval Date-- 08/2Ot2O2O Page I E-i E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTAINCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE supmn'TED 7. EVIDENCE, SUBMITTED UNDER PREVIOUS APPROVAL #18-0424.04 9� NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TEST'S IL TESTS U) L None. 1. Alone. C� CALCULATIONS C� CALCULATIONS 1, None. D� QUALITY ASSURANCE D_ QUALITY ASSURANCE L By Abaini-Dade Counly Department of Regulatory and Economic Resources (RER). I By Miami -Dade Ctwntv Delortmeni qf Regulatory (.P-,d Fcono Pnic Resources (REP E,1,; E� MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L Alone. 1. None. (D (D F. 01MR F� I- Compliance Letter with the Florida Building code, 2017 Edition, issued bj, Cast- 1. Compliance Letter with the Florida Building Code, 201 Edition. issued by Cast- U) Crete USA, Inc., dated 0810W 7 signed & sealed by Craig Parrino-, P. E. Crete VX4, Inc., dated 08108117, signed & sealed by, Cruz-- Parrino. P. E, EVIDENCE St.) WITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance &,uter willi the Florida Building C`ode, 2020 E'dition, issued by Cast - > A. DRAWINGS Crete USA Inc- dated 06111/20, signed & sealed by Craigg Parrino. P.E. 0 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, preparcd by Craig Parrino, F, E., dated JWarch 24, 2003 and Drawing No. CL LT461Z titled "Cast -Crete 4 ", 6" & 12 " Lintel SaJi Load Tables", sheets I through 3 qf3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 4­ revision daledJune 12, 20J4, all signed andsealed by CraigParrino, RE, on 0 January 22, 2019. :3 0 fl. TESTS 0 71, None. L_ C. CALCULATIONS 1. None. MAY 3 0 207. Cn D. QUALITY ASSURANCE L By Miami -Dade County Department of -Regulatory and Economic Resources (RER). L MATERIAL CERTIFICATIONS Y] & CL 1, None. Virtual Review Assist, Inc. F� OTHER Plans Review completed and approv d 'Conversionfior for compliance with the 2020 FBC 7th Edition 1. trticle o a name change, by Debra Anne Klahr PX2300 Cz < (�>Relmy A. Makar, P.E., M.S. Helm), A.Mak-ar, P.E., NL& product �Control Section Supervisor Product Con [rol SectionSupervisor NOA No. 20-0630.15 NOANo. 20-06311.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 081-10/2020 E-4 E - S SHEET NO. March 6, 2023 PA 1.5 . 00 ,-",,�"I'l-""�,.,-""—,""","-"--1114 I - i . 2 / I , IL , I 1. ECO tr4cNl N, Mull TESTIM a EAMINE9RING COMPAW _ - — Will A. TTLLIT JR�, RE, COTTI HILV "1411,1W n,- , , L4-, ("aF, I IT-, [a 11141 !It Lola 5MI It INN11,11111M REPORT ill 204720.01 DATE: July 28, 2020 PRO13UCT CATEGORY, Shutters PRODUCT SUI&CATE60i storm FAMI PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global 1!rotMIAftP_W,V&ft.lJ,lQ 4800 S.li 51 Sirell Davie, Flor-01,433314 I � PURPOIE-Of-EVALVATION: This is a Product Evaluation Report Issued by Walter A. Tist Jr, P.E. (System 10 # I 900) to the Global Protection Prod ucts, LLG, Ru le Chapter No. 61 020-3, Method ID of the Florida Department of Business and Professional RAguilation. This 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 title produict Is for the purpose Intended at bast equivalent to that required by the Cc& Tha Product Evaluation Report shell be subliect to review and revision in case of a Building Code change that may ~ fts gmt-atic,ns and conditions I -EVIDENCE SM117YED, 201-MMMULEVAUJATION DOCU ME NT JEi Drawing No. 2D-176, tilled"20 GAGE GALVANIZED STERL STORM PANEL", sheets I thru 26 Ill 26 prepared by Tittool Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part Evaluation Report. J%kft .w0i in & 'i 0-.� N;� . ..... � - -k'i I �, 4l .." Ni ",-,il I * , - I ­­ - mol'. � - "'At, " $1�1 I. � _�*I,­ -, - ____ ­ 72��­�'�'_. . I." - ", -jf�� �,, 2 * � No, 44167 1, - - _ e_i_ ' � I* l ... �' � I- - - ____i_1:% �__i � E1_ � I I %'O" A I .i .,!��. toplull %Al , . - N,* 6155 MW36th Sftwt,SWtc301, Miami. FID,rida3l�166-Fbunc:(305)871-1530. I 11 IlIiQiqfjii�45',� ]PROD4 IKV 2 22A M RE PORTS: Large missile impact and fatigue load le-sts were Defforread under Priciticieloy'S TAS 201, 203 Rs per section 1626lof the Florida Buill Code. Jrdform Static loadle. as per TAS 202 Protocol, 7est reports prepared by Hurricane Engnisering & Testing, Inc,, Reports 4 96-569 dated OB109i #H-570 dated 09/18/199e, #96-T,30 dated 09f2OP1996, RII three signed and slealed by Hoctor Nil. Medina. P,E-. FIESIEstration Testing Laboratory, Inc. reports # 2032 dated OA!16;19-% and # 2126 dated 10/05,11998 witnessed by Gilbert. Diamond, P.E. and Report No 0219,01-09, dated Viall 4,2009, signed and seated by Edmundo Laugslospada, P E� asid Henry Hattem, P.E_ T I ensile el report No, 9(--M- 1 97 Dry I W-talluirgical, Inc, , dated March 13, 22rl(W, tug nod and sealed by F ra I Grate P � IE, 2-.3-STRUCTURAL ENGINEERA1LQ_CALCVLA . _Tj_Q"; . On 20 Gage Gaivenizatl Steo4 Storni Panel tEx rnaxilrKlin pal tEirl design wind bad. as well as maximum anchor spacing I deskari wind Wid and panel length based or. rational and comparative aralysiti, ano n accordance with section 1G16 of the Flool Building Cicide- COlCUIEtlans prepared by Tilleco, Inic,i, dated 1 illi and 0311015, signed and sealed by Walter A. Tillit, Jr-, P F ,3-J&$-%LEJI&e-ACI-RESLS-TA—NC-E - Large missile impact under section 1826 of ffie- Florida Building Code, as per - 1AS 201 Protol 4--WINE; LOADS M III AE - - 4STANQ_ 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. filaxitri pane,i length shalt be as Indicated on sheets 8, '10, 14, 115, 16,19, 23 aod 26 of 26 of Product Evalluation Document (RE.D.), drawing No. 20-1T6. Maximum Anchor Spacing shall be as indicated on shop -Is 8, 9, 10, I 1, 1-4, 151,17, 16, 19� 20 25 and!20 or 26, of PrEdmil Ev,alualicln Docurrill (P.E.D.), drawing Ni 20-176. S.-WTALLAT-10bi; installation shall -he performed strictly In accordance wi details indicated on , shoes 33- ru 7� 10 thru 20, 23, 2�and 26 ot 26, Off Product Eyaluation Document m (P.E.D.), drawing No. 20-176, Nilinirri sep,aralkiin to glass shall be als InEllicatedon Sheets 8,14,16. 25 and 26 of. 213. of Proci Evaluation Document 11P. E. D.), drawing No, 20*1 76. 'TIEW0011NO, "O'Zo, k� T,141 "I � �,,N �� -, '. � I-. ­.N. 4 .. - - 'r, .-' ��.l * ;P -, 'F,'�#4 ,�, N\�,EN,�4, % . 1: . - L $k."' I " � I _­ 1. rV _­f!�4167-- , - it I . __ . -- - . - , �7_ ___ �' ME - , ­�-,tlj� * , = � ""if, I , &%,I., I � = , , ,!, le ­0_,� STATE OF I��X f I � I . - - IK - � I W I S,0�,� ll�l --",l Is, .1 r�,­ `%z�N � .. . .1� C� 6_;5­_­ 11*;1I 13 .r r ,,0fi,P -, NIN IlliR I . ­11--i- __ __.,_-__­__._._ _ ___ GEN&RAL-tIm.. El_�� Ill CASE TIVA PAV.Alr sloili:, ap ;Fit,�:liiIr rLDAKAVE III MICU OR WOOD KAI HE 9%)ijill 11M "it iYALKILIEWL2LIAl &4wmguLMEL-IBOMLIY)gL%l ril*llpl . . ! Wil MC80RS S8A_L BE LONI� Swill IQ REAC', I 1,1, MAIN $rRV':i BEFNT), SIJII Ell I ST'i PA&M Slyawk LEI 141S PROEX-ii EvAtUATOW WUl I I tb 1 `uS i ��-�El � PAR 1OVPtH,r4PIf ,N ALIJZJ-�' SW- BE .S ME41ileffilti) � L4 1) AND IN 6 2) �-WIATICE WITH Z-E MUM 17" TIYT�14) OF T-�K ROATEIA $00ANC C_,�_ ic� TQ_Q1.XINQ_W= L"_Li - SFE1IF1C_1.fM,7r_ � 0�:"Pl_ __ _0_" 64M LSAD5 b--- BE DFIT11149i AS FEA IS'l -Syi or The AS(M AENTVITED ­'OES, - � � WO 'Ai MCI AS IAAP,FIV.'TlHREC PY 1W TEI - 'PR ii WENT 5PEEll AS ral y, TTI- 'IRAIIM�01,0`111 WHERE THIESIT, SwIlFill *41 -a lWilIALILD SJO Iill-11111 PANII IIVAdr, I,* ,l PIEMUFATY FLIK JW'>Ik�F$ el; lwlha,4�14QII� Cry LI"X UQIF'I1F,IO1r* Fq1rXiW,M P T�k , 0�CF."L7144im � IE-T) I ill A51IF '!- l6 Wl ��_L Ell M-li ME "i Its [3) 1 I'll% �K� ScIiii'li PEAT N D S Cil PIU-I RARAIDS Wil ON 5"Elli 7 Ti * I.. IE, 15, 19 & 70 - 7/ls'. l 5/9- I SVSH�*C, A� &SiRiEi��IFD RY ki OCAW SI,l BOILT & ­rMl CO K Ol ED Vi �,E Al CONDITIC44, ka,1A.iAq Di VMO LOADS IDMAPAIII �_TE ASCE 7-10 c I� EH*i wctilo �Fiil ENTO �-lm u T�C�"­ AIW"M �1�]L BE I I/V RIE �' FIF El.,7n PAJIFRII .1i lit� Ili PiAl FisrhAUD X A S 0 UES" MNO 9SHI Ill MHUMPtli'M MI BY 13 6 IN 0K,l rQ. I AMO'l EPRAIE 14I c0dill T pielt A/ I I D�I,l FqP$SVR- RIATO-7,S -0i M SHIMS 7 71+R�i I.% 1� 15, ,F ,I - I,, 14 & P(I I 21 MRgMUW TIREAMZ PEICTIRAT[Oli %r tAO Si 104M TFt WOOD rVI I $1�4LL BE � - IlQ I 't QRSTE.71 TO WHIFF III VOI CAN lW; I I I AS rCyl�-[ WERE hV_ I VIIII A '137 Fic.ii IN OU�Aa,L . 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I i - I UMIT VEO I. ji . ­ ; 10 "I 1r.- .0 .�9_ - .— "I'l""I'll""I'll'll""I'llI � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1­1­1 "qH-MLDUMfitMON-Of-thL,l���lri!g!����i� "aslitill rep A BOTTOM MUONTINIGS cm 9-- I Sk. ll i I 19 - ! tE_C- L__ � lo cume.um IN ANY T1, SVT ANI tit A, �,F;,�!,, T �) j i � - - , INSIAVA'n N _� 4 � , 1 " ,�- 1, � " , # � .,.I,, , � - 7-7`1 'Zo � . .0 ...1-1-1.11111i'll, 11, Et " � , ,,�, "l Ill "'Ti i,� ,� 4, ,1 EXIS11i PDII �,,, LORIDA BUILDING COD'L (14st liftiacity �� Qr �� I _ 'Cl 7�nlj JF III �_ - ", _,, VDKI VIii '. Rical � SO � I - - * : . , ­ T� -, Z _-;a IVEM -1 . - - "' - 20 GAGE GALVANIZED STEEL STORM PAWL - - ; - . * : - r—I I -1Z � '. .= � MUNG &%��IQUHIII:Ilfi . Z 4 1 � Mr Z I Mimi EF - .11. L ­1­11.1111.111 I— .111, I ­­.. ­ ­11.1.1- el 1% : FN I F 2 7a, - ` E 5 I "'1W-*- "I E ii _,:�-_ - i I ECTION PRODUCTS, U.C. Ciii - '. I � _� ,, sto"t, PROT �M - OIZIII3� `�,__, � 2 ft ECOINC 11 _i�,, � __ F '.1 li Ti nTTlQ It CROIR"40 tI14,01i axii I- '13,., SCALE 1,101' . � j 4W�. 4. 111, 1111 UI.P I 1651161%-'s-E. I t%UFMI �1_11 FEF , I A, 4% IF 54_M'VZ/,M5l­;i .� ­411 I � [FIFIF-All. - ­1 I'll- ""Tw4kiE4�."; ...... �--�­i ­­ CA-diiii .-�,.­ ,l ... I �L - 1-I I! - I gf�,tt,,Arjil lilii - run .. I . I - ITT., . - �__ - �-; . - . T - � - !� , I j 2am!"m 1 E. MATERjA.LG_HA8A9Nffl_$T1CS AND SP GIFICAJIM: Shall be strictly in accordance with General Notes -and Comporre. Tits indicated on sheet 1, 2 and 22 of 26, of Prodiuct fivaluation Document (P.E.D), drawing No.20-176. Anchor specifications shell be as indicated on sh"ets 1. 7 and 21 of 26, of Product Evaluation Docurrient (P.E.D,.), drawing No. 20-176. 7. L MITATIM-At-40-C-Q-NIDIM-146 0EIM - . 7. I. Shall be strictly in compliance wit, General N-citeralts. 1, 8thru 14, indloall. an sheet I a' 26, as well as General lietes # 1 thrut 4 and I I thru 16, trIdicaten ,cn sheet 21 of 26 ot Product Evaluation Dowment (P- E-D,), drawing No. 2D.1 76 prepared by 711leco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. 7,2. Product may be installed within HIGH VELOCiTY HURRICANE ZONES as defined on section 1620.2 of the Ronde Buildina Code. 73. Product shall only be installed Iri Poured CDnCrPAe, concrete hlilck, @nd wood frarne strictures. Product Evaluation Report prepared by Walter A. Tl Jt_ P.E ("Florida License , No. 44167), President of Tiltecot. Inc. (Florida CA-0006719), I "iAkill""llfil 'Pt "A N, I i" 11 �0% " - - I - � I '.4;)�Y+. "i .��,, I ' * �,�' , "" ira .. � ii Z ,'- �,,�CENI � 4;11-1 I;! l I -1 , HL , I a ,��-- lo.44167 '. = 1____�_,E*­__­V=n�_ __ - - - _--i*�_'1* .! * Z - ' I * ,1"7�e%;E7­ ,,?�, STATE OIZ ...,j - 1 - I _-,,�--;!, � —__ -- � J, � Ci __- -,. - v -, �, - --t 0 Rm - - �,-,% - . I - �., N -,, .k! -. &­ 1�1' , - � , 5��l i�lll I , X'll Al. l , 1111i I I I 4 i I I liA%Xl li Mi 01 T1 t TECO ADMON RE cGill � P_ E � REPORT 21E I Ot ORAL P.ROTECTt0'Fq P 9 00 Lil-TS, I i 20 GAGE GdVA"l STEEL I PAI DRWQ 912 .,*.I 76 % I ill Z-9728,011 I L - - 1 C;'. ",.I_ 211110 Ti_L.1E-<,-oi u4_ 1.11" �, �' TILLI TES-11111W 1% ildhMINEER11111113 C-OMPAN17Y __ _____­.__ ------.----- ------ _­__._.._____________. %ill LTEII.z� TILLJTI 1­4�_ PX dk0W,4=7_,Il PRQD_V -f—EN 7 . VATLON REP -J�P T,�,,�Ili 44�q` C . E�- - Li­� �r�`l� REPORT li 20-0727.02 DATE: July 27, 202u^- PRODUCT CATEGORY: Shutters PRODUCT SUB-CATF-GORY.- Storm Panels PRODUCT NAME: 24 GAGE GAILVANIZED STEEL STORM PANEL MANUFACTURER: Q1QM­P-r91tal0M­FWd=b1-LlJC 48W S, W. 51 Street DaviI Florilda 33' 314 1. PVWPM��U �N. This Is a Product Evo usition Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1'906) to the Global Protection Products, LLC,:Ruis Chapter No. 611320-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein. and has been venfled for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, al to verify� that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluatton Report shall be subtiect to review and revision in case of a Building Code change lhat may affect its limitations and conditions ? 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I - I - - — j- . 1-: - - �, I - �, -��X , - - - __�­­I.��__ - c�Q,Jli Dr. To All IPHISI,�, ll� - = �� I ��112' Will coHi,rl 8T_xK CqjI4, CA Plill 1-1 1� �_ - S � . � S I �,El Fni'm W_ IF . r.1 M l, .,� . 4' 1 L MP, sli"QUIl l."i ­"� I , I 20 I GALIIIANIZED "EEL STORM PANEL � � , ,jfj5 4116�� - S I I � * 1 - � ­­­­ ­ .,---�-.�--."---��'...��-----,�..� ­___ . As. ff.CWhLX__y � � . __ I _ -_ , IGLOSAL PROTECTION PRODUCI . .7 Il I WAL= 3/8-'- - __ - _- � - - - I - 110--­_ ` - - � i = ., Z �� _- 1 , is LLC " - - + r =TE OF- El _- � L-_ , � � �Q-. -L - I - � 4H;`;Q,­ � HT-w DIFLAII=R. �F_l ��Rk� REQMn�_AL_1Q__P_QR - -0 ". I'll, L,, ;,,I,� , , i Ill 5`� I a3t,, . _ X F� [LIalibill, , � . � � I � ­ � I EFICS-FTEING t"P"y � 20 - � 7 6 'l, _ �, � "' Z FrtPil -�." I P", - . S­ .1 I! �_ ,,H0." � �. LVIt-Pi I Ivvxm.­A�v ; . et , , � Z -:IF I .1,01111L &_.4� RQU0.14-12ti Is .A[17MV41' 19__�/Lil�` .AWD'a , �r ,,� I 11 ".111111 §_ `11111111,�1,1; �, �1�101­lll fM."j-­ , ,'i'Ill ,5S _ ­­_ �_ - -�i:; -j-ii­�; ��--_ . , . � �!= - ��', i'�' . il .i - - I - ltl"" _E;.�� � E , I it I "I'll .I. A I - �� . , .- � I'll �.�__, �1 �_414, 1 I 4 . � - :�� � I ­111 � . --------- __ Z_Z__U1T_KV_D.RM Large missile Impact load tests were performed under SSI 12.9!9 standard as par section 16W.1,2 of the Florida Building Code. Uniform static toads as par Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing Lab of South Florida, Report * 081 4-01 -al dated OXI 1/02 witnessed by William R� Mehner, P,E., Soriz Moral PIZ and Henry Hattern, P.E. one., Report Iii 0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo Largaespeda, P.E. and Henry Hattern, P.E, Large missile impact and wyclic loadings per P06toctAs TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American -I asting Lab of South Floods, Repo it No. I 1 23,01 - I 0, dated November 23. 20 1 0, signed and sealed by Jvlm E. Gonzalez, P,E, Tensile test report No. 9CM-198 by CIC Metallurgical Il dated WF,-b 13,2009, signed end seated by Frank GrateF. RE, Be perASTM E-8 and Tensile Teal as per I Metallurgical Report No. 10KIIIIII-1318, dated December 1, 2010 stned and seated by Jerry Jaclufano, P. E. as per ASTM E-8. a,-sTRLLU.UJB-AL-ENOLNEERtW-CALCuLATionsF On 24 Gage Galvanized Steel Storm Panel fur maximurn panel length vs. design wind load, as Well as maximum anchor spacing vs. design wind lead and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tliteco, lnc�, dated 12115110 and 08ji (for this revision), signed and sealed by Walter A. Tiflit, Ji P.E. 3�M_$.$1LEJW_A_CAUiE3l3T,AKC E: Large misel Impact under section 1009,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201- lit NND I1L0_ADS MIUANCE: 24 Gage Galvanized Steel Storm Panel has been verified to suatalniovind pressures. Maximum panel length shall boas indicated on sheets P', 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175- Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1 0, I 11� 13 thrui 16 and IS of I�B, of Product Evaluation Document (P,E,D.), drawing No. 20,11715. 24 G.W Gailvanized Steel Storm Partiell has Wen verfled for code compliance to work as a rion-porous storm shutter assembly, as per SSTO 12-99 Standard. , .:-.,.­l 0 ,ii Ill ;+ � �. - ,� __ ,,; -*, I � . . ! ,,�\�Elll __ N � t_� i , - __;l !;� _,�t__� _, I I ___ �-��--'�f)��67 '-. I ZCC �735`_Z - , �* _�z �_-,� * " ___� ­­ _.-I'__ I , 1� S_-', STAIE OF i S-:P-,- .Ill I 0-� "keFi .-,'fZ'J , "t - - _ - . .*,:,�,�_,�, WTOT111115-4 WAWA - � "I I -, a " � i 5 I � - 9 03A L L &T-1 Qft: installation shall be performed strictly in accordance vMth details Indicated on shoals 3 thru 8,12 thrill 18 of 18. of Product Evaluation Document (P.E.D.). drawling No. 20-175- Minimum separation to glass shall be as indicated on sheets 3, 6� 13, 14, 16, 16 ,and 1 8 of 18, of Piroduct Evaluatm�j Docurritent (PI.E.D.), drawing No. 20-175, 6, MATERIAL CHARACIEMTKS AND SP991F ACATIOW- Shall be strictly ill accordance with General Notes and Components incricated on sheet I an d 2 of I 81i of Product Evaluation Document (PIE � D.), drawing No, 20-175. Anchor specifications Shall be as Indicated on sheet I of 18, of Product Evaluagoin Document (P.E.D.), drawing No. 20-17& 7.11 TATION Al�!QNS OF USEIT 71. Shall be strictly in compliance with General Notes No� 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.). drawil No, 20475 prepared by Tifteco, Inc. and signed and Bell by Walter A. 7`11111, Jr�, P.E_ 7.2. Producl shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 of the Florida Building Coi 7�3. Product shall only be Installed into poured concrete., concrete block, and vlood frame structures. Product Evaluation Report prepared by Walter A, T1111t, Jr., PIE� (Flartele License No. 44167), President of Tilteol Inc. (Florida CA-OCI06719)� WkTu DII ITILTE00 Aral RECORDS x F GALVAI STEEL VOW PAJNEL � -_ I I Iii 2/i4, 3/4, -4/I4, 5/5, 7^ � r 1 - IVVI 2W/10. 3VI 4W/10, , I I . *6/5 � 1 5WI 1 0, BVII/I I & Til I I I I . Fm tw'FIll 'e- colli SEC ix-Ecixi On "alils a A, 9 - - _r AM '"' ' ll, - , , J� _ M. %K= Sa Si,crioHis ON SliceS, TIC & 11 , " I I. 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IN complete and approved ' I I with the 20 FBC 7th Edition� ra Anne KtalPX2300 Q . U)" " (D = U) (D = M 0 0 "�, "I =31 . LU � < = Z: < -1 CL U (1) (1) C_ U) M > 0 L_ 0- CDL < _11i C-) =5 _0 0 L_ n (L) cl M M SHEET NO, SH* 1,01 __ SMIY-* ! � A, � __ -1 V` W" " — NG IN51ALLATIO Spilei IIII AA,I AmAn. � IN FOR ODI A WANT T, 11,AI �lqvim 'i .mmft ­� -W. 715 A.I ­ ASICAE.1 UN ­IIipc, VA-K-IL 1: AT SWPA'r S, I 5PUT, FAjNS,,$ RI 9 4j! . L --- � , I- �V - ­4' � I- � I, T 1. PAV I III,& I � --- 1­11I` I- II I", I Em; .... .. . ���� ,� . . .... I ��; 'j, 12, I vp� g , i�r �10A r.A, GI I I 4�� A IP' �-S! A ,I � I upIdip, r F I��� - �, 4 ,I,� ['�� 1-1 - �. � . - --- � r.r."'*Ai I - - rirp,,*�Igf-fi- � �, ___ " I , � IWAG" _­_� ___' E Iff. "� --r- i .- ANW - _� __ �, - - -.---- - ---�: - I- - ---,- - cxe-xi i . - , I - I I , IV �__ gri ALLO� , I I, � WI C.- ­O r I . � : I I : A 5 I I � 4 � j A WuNp cIr_ 1� & go �11 � L : i� , 1 - m­ ; 2 0 ; ". C = I� " -7 - - -----I--,- � . 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I . - NO, 44167 2 � "ll [- :��.! - " S r. - , I Lj�I'DIRLDA 1 ��7&.­ ­ ­ r­­­­ � . � ­­ ­= I Ini Il IIT�11:�l ,I Ill, 4W I I - P WUI At'% k"I High Voladly Nue hoons zon"IF I � 20, GAGE GALVANIZED STEEL STORM PANEL I ZIRNI III OlE, fil't, I i ,-. �� I i I Iiii: Ah"I I I A� -Or SICKELFIllir'S ON SHEET 3 -1 --:!I' IF bEAl - _�;t , III " _r $ � :: Z­­....­ L����IQZ;;LZ;: m, � ­_­ ­ _­­ I ��,i,-ALEAFTIU114 5 ? h F;�-;F ,,,CAF Ahl ii,R)ME CSIWRU(��Dl WOSFO ;1 _" I, I I to DII , ,,I,, * ,-1, .- , 1 L"A'-I'l. , � ) _;�iI�r "' 1, f I I i F I&TIFavIs to Ell scurnHIPAN PNE ,NO 2i W1 SPEC-04C - - � - . 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(IPII�,443- IS Ail),' a' ir- 0, lo/..C."t"ll, citrit 4- MW � � QAaE--"LW CASE­L�_PLANI .CA-K D (PL—AN' m i 5CALE T�4'­' 9CA,- 1/4'- I' $;rALE ,/4'. I' 5mf T/4--l- 1 I I I I ! Ill I I . SaLmi-Wi C, C�­ Ill -OL TE � I M AM . I � " - """"c"' �� .T IEWIlIft""' -1, . I Ix POUK. C I 'L ; -- I � J41 0 N cr, = - OR PAMELMITZ kUI �SEI . - l t1XIr%9`l -1 "I's I '11.1 0% li..* ROD* SIMS IN opt"t; scFell 0" 5,��- 9, . -Atlu- " � - rRAK All Aa APPILK-0.5 III A '1� I- - � I..w -1 il & (M h � I . 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L71.1-1. �, lip,- ,,A��Ia-�tli ­ til � -R "" , .�c To J`5 , - '--- - - A. -11 - � - x"'. , , - - . � � , "a .0 FOP DO& f;, �Piff likWALLATIEW 011" & 11- '­ ­.... ou, 0 r �- t--O, - - N'r. 61- � - -9 o� V - - Oil � , =., S :fIll PA-;= �tll�iTicuii Al Il W/ z � � S '5;�IVAM tfiEL �Iil TRITON 3/4' ill . Wj 4ill '-. z I I I; :*� * :*z x . r - . = FLORIDA BUILDING CODE (Non High Vill Ph-rdiVile. Z:i""! I - I CASE, E (PLAN) K�ASE A-kPLAN - �� 1, - I I i - - .rm T%Tz� ill ! I-- - - -_ - - � � � -. -1. - z 24 WE O&VANCED STTFL STORM PANEL 1[ - I, , I . - � � i �m�, q4 - ---.A 1/41�1' 1 - -'� ­� �- 7 .- � . ­-- - ----?- � �� - .. -- .� - - x � I ��";Imm - If ­ RGLOBAL PROTECTION PRODUCTS, LLC.t �-- . 7!--. I/ 11LIECOil , , i -- L I I -- - ") � 54 S, IINCIII -- - MW �INKI . C Il =�-- 2 I - - � �� ----I ml - � . iI - � -il - iiiiii;l OWE, rL �Im­ � 20- i 75 - - =� lo-iol io� -, ­- - pkv�- ON)NO - YW­ W! 105.)l - � � 1� -- - - - ,­ Ol . I - f - - - IMIL I l 7--1..IoIt1JX,1f..IT AALIV , �, ii� i-- ' - ­­.. ... � � � - . ­ ­­ ". " -­­­-1­1­..­ ...­ ­­­ -­­11L. .....'.. -­­­­ I— .... . ... . ­­J . SMP n .41 I . ..- 1�1 ... : :L:i�� I kumm�,--w�w-nM#]*--iltizm;iii��jzLem - -_T 11 .111MM-.10717 rrm7.Lr.ff,TITW,,rkw.iol:iw-t;r�T44tiL�j " jRW ,jr 50ML NUMULAR MEM FANEL J -MIALLABONS INIQ WQQD STRUCTURES (VAl ONLY FOR PANIEL&NmALLA-noNS AS PER' ALTERNATIVES IW T14RU 4W. ON SHEETS 6 & 7) ­­ I'll I ";;;o- �'ll",�ll,��,-�,�,�----��,�-���-,-,�,.,.��"111.11,11��,�-- . I W� AAf.T1HQRS SPACAQ Fil IEX - AS ISIURRil ON SHCEFS 6 a 7 ­­­ APPI-l"SAALL I.-I-1-1- wA:l4jl.M,I �" "I 71. IQ ALTIERUArVES Ill NEL VlIq 12', ­­T­­ ­. ,­� .... . ... . .. - ­­11Z --- RA YAPl W SMV FIANELMATE FAKILLAOSE 0 W".1 0 a " T I., �,,'. E TEI'Max a PLUS . . . .= or THEM tt� � - - - 13 ! .. 1. 13, Ix- 1 �iil ,W (top) I,. f 13- 13' ,I- ­ I I 3' ---- iw (sorm): I 6 1/2, 1 e 1/2, ­ ­ ­­ & 1/2- --� 6 i/2- - , - w. 6 . '�­­T­ iW4 IW - ­5--t- --- . . � -Il .-- , - T/ -- i A- ­ � - -1111;- - - ­73— 2 1-12- --- --/-� 6 11 74 *) - -- - 51-0- OR ----r - - ­- ) - - . LM - -- . a' - --- - ­.-� - - - fi-­­ '. - -114 MWOM) - --- - - ' ---- -I-,' -- - - ,- - — - - --- I iiii - ---,-,--- 4* l Tl - - -- ,::7---- - --- I .45, -45 ­­ � -13, ­ - IV .W (BOT'll ­­ ,­ , 1 13 - "Il, ,�- � OR LESS "Y . 13, 13* Ir - � . 1/2' - ill imml 4-w— -- -4­1 11�5' .1 ­ ­4 1 � I - ---------- L- 1, .-- -1.1 -..-- ­�­ S. ­­ ­ ­­­ -- Ijr -- - -- 61 -----i'� �r- - - ­ I* jk;l a iii 77 , F 1/2. el I'llS. 6 "I'l & 2W Rw� L­LL -- ---- - L - ­ - -- ­­ l� I �� - I l, !L ... �­­- I 2 � / '- -- L E ,/A- . ; 2W �'P;r - � - - >5 -0 ­-�'�W� , , . . �� .. - I ­ - �- " .� ­ , I l,'ll'' ­. r, ,/1' ----­­.- , -- , r6IIll -1 '* ­­"?L.., TO I C-4, ­ - � ­ A lip -, I I - , 1, 1,01 �� I �S. . . F'. I. L ­­ .. ""---- ­­­­­­ 7 '- � ­. ­­­­ ­ ­­­ -1 I* �E�Fltl ­. � ­ - - - ,a Trj- ----- - --- - 4 1'el" . 2 � L.. - Z_ 1. qW IfiAlL -- ;T . ...... ­ , , ­ - ,I� - ­ __ I � . 13. -JL---1E— . ... I I � � ­ - - -11 ­­- - - 8 T/2, -....-. ,I* (amaoull I ­1 -- ISEE TABLE 11 FOR MAX, A.&O� DESCH LZADS & IAK PANEL LJEW-�S WHEN SPACER �Tj� E­ * usm� CORRESPONDING ONLY TO ALTERIl 2W ON SHEET 6 - � -i4� -14"l A-,C,Iw 6 V .: f tol 4 ; I I . "I . � I 1. IF - - � I I' kill r­SUAPATl I to l I � � i I :, 1, : ,�, , - 1. , I . - ii�,-A, , I ExIl ItSull LUA . ,� : , M-le-51FAl OR : CONCRM RIl ,� � .WU,ItE0 , % 1/4'0 Aill PLUS mewlin 14 I "12, ox ! '" I -- ,,;�77717i MAXIMUM RAIll 1*1AC11110, FOR EX). - AS IS-IONN ON SAIEETS 5 & 7 ­­­­ APPLIll ­ -- W, Ilil � -- -­L-:�S .... --­ZAN-E---F--- -­­ LAr.STILlt ­ -­" ...-...., `tIa:!SL!E r� Ii ill"ARNAT"IT5 I ", , :CREW--- i 4S "'�� .. F."ll R*AI "ll will 01.11SIARS: PLUS & Al ANE,00,al LIVAI L'. L 1� ' I ! (P 4� FEW I --- - I SIP i = M IQ ; ­2--t­ A-- -- I-"- I ----- I -- ­Z� ­ - - ------- � ­­11:- ". - ­­­ ­ ­ Iw aol ­.­ ­L-�� ! !� 1 I3* i 3' � t. - i , III, (quirnm A iior�- ---- 6 ,./;?' 6 ,IV . I -a I �. . z - ­-- '­ 6 1 /1'* � ­ -- 24 (TUR) � ?, Ile ... 1. ''. j . 12 1,/2' 4' -1 - . . - - - . ­ - -- r ..-- - .--. - -- - - 7 '12, , - -- - - 5 /4, - - I- ,- , ­ - ,- ­­­. I lIll -� ---- I! �1111 1i -1� OR I LM - 0! �71"l - - I -- - � I 12= -- - I --- r - - - - � 11 - -4 -- 1, -- - - - - - , i I.-1: 13' 1 i,- -� W 1j, 4W (10P) -- -- --�- d >.45 -0 13 � - .. 13 - ­ - -- ­ - 13- - - - W I ­- ­ ­ 4w (Won"I I - -- ­ ­ I3' T� .75, -75 � 13- ­ ---- I � ­ - . 97 - L --13' -1---ll - 10, - --- ­ . III,, (TCP) --- I �­ ­ - - I ". ­ . ­ I r ..-... ­ - i is- � . - I. "W - ­­­­­ TW (Iscroll I L--'-' .­� 1 6 I/,' 6 I ,,`2. I- .. 6 li2, 6 ,:(,J� ! C �/S,� I L ��.L� i I'll -, --- -.---- ­ - . - ­ - " - .1 i --------- i-ll -- I . - __ _1 I *- I/ 2 4 ___ - ­­ A �,lil` 2P (W 1111 '�l �5'-O' -- - ----- i .,,e . . . .... ........ ­­ - 5 �� , "" -1 '�' ll`�' � . � r - - I I 1`111 -1 � - .. . , � .. .. . . JA I%111�11 � � " �!�,- : - -1. --E--T-.---- z � - a ­ 5 I, i - . ­- . � .- !I� � I --- - -- - . , - ll, IS l ,:��� I -- 12, - - - Y ---- -�­111 , 11, ­ �­,i;,,,�� I �l�l �l : �il L � . _T_---_,`Ir�� - "" 4 - 1 .. .Ir ----L- - -1 I w � 1 - - k --L.L�-­. 1w - . 11".1 .."..-.1 - SEE TABLE #1 FOR Ill ALSZ� DESIGN LDADS & MAX. PN�IEL LENGTHS WEN �` JSW, WARESPIl ONL? 10 ALTERNATE 2W ON SHEET 6 ­­­. -- #I a ---- . A.S.D. DESIGN LOAD - - MA)MAN PANEL LENGTH 40 PSF OR LESS _ E, - a, > 44) PSf TO 50 FISF 6'-Z' rT�0- -- -- F"To Sri F;F - ... .-- !T7 to- I a AI PANEL, IENIDPIS Ill CIll il FOR !NSTALLATIONS A/ PANEL SLATE 11�]ElTIAJLE 10 OR FAMEL Wif PLUS ANCHORS & W/' �������",�) 5l1,::l�l6GMAAt0!,OQr. ""'," n,c, - ... ­­­-----­ - --- .. . .­ ­ -- I - 11 I /1:1, INSTALLAT ION QUAILS FOR -LIFE- - FETY PANEL k I) INTO P!2UREP CONCRETE OR COXCIR E BLOCK STRUCTURES VXISTM RQUIll !,irli� - = - -"ISTIR`N� KAIll Co"IcArm UR w-M V v 0- OR CONCACTE al -- 1, i CONCIll BLOCK REOU'Ril � REQUIRED IA-1. - �� - 'i" --4:VD- - I -, ­Z� � . . �. ­T l�� - I I : � f I I - I—— ­.. - � , I I 8 � � , , I I "I", , , I I � —1,1.) I I � i 1 214i, 1, , ,lIl' I - I o, "� I%r �. � I = ,-In , I 4 � I- I � I I V V- .**L- ,rWTH -- 11, ­ 1�- - I ESE: eLrVATIl - i i . li�� 1121II I �­ I . I I :,rl I , 'l I ::� i Ir;� j V�; - -Q, � : , 1 i :: I ' 1 L - 4-§�, � r ;��' - � �! ., ll 14 Vz = SEE l 15 it 11 F114 Aftil �,. . SFAll 1W I "VALI-MOM On I'll F%V& U.J12"ill 60MIKM AhOi2g SPIll AAD- VMR" �-�� Da'Al ARE X)l ON IRIS: SCHM.r-Ir �= C USS T�" I � POCATED D. 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I � - ; - -- ­- -- I V V \ I Virtual Review Assist, Inc � , � I Oil ­11l,ift i i i gE,-Ij��-­ t : 1 11-1-1 ­� - 1 Plans Review Completed and ap, ' I � ­ i . � - � I Al,&�<': �r i� it `�P`�� ,,.-, for compliance with the 2020 FOC 7 t i I ,i) , I -1 4�-­111- -c! �­ t! , bY Debra Anne Klahr PX230 � �­ ­-I'lol 1 !­4, " , - ,l . ­, IT MAN � I ­ : , Ir� - l *1i' � , i I ,5A �, � I � I � T � I�� � , , . � �­­­­- "! � ­1 - � ., . L -- ­ ­­- I 1� - I ­7 I i , , T . l ._j. � . ­- � I T11 I n I . L' ; t � ',",'-* : il i ill C, L '­,", �, 4 ; � l, , I - IL 1 F] ,rS --l", 1 j . � I � ,rl I � ,7L= w --�� � f ,� PAREL I.F.47H r 7 . 7 - I - i (SrEL EUY47304 ; I � z i I �� -- --- I , I I" 41 I I - - I I - -i ,I I - � - � i ,� i 1- j:�` _­, -; I � ", �,j . - - - I- ---- - - . I , 2 - �- � ---- � - - A I i 1� : - I �­ i, �­ r � � � 1,4 ­ � i .� l , ," -1 , r I ,� .. I ., � � L i � r;I I )a " IN cc �� -::,4l2LaPLUAfX"4 I* I � l� 'I il � L - ,� I '! ------ ]I A I � - - -- - --- - ;: 2",,4' WO I � ' RATE � I REQUIRE L i I L I I , ­ _ E ­'T ��!-Ill Rus, � . I A�­,zjir, ., 12 1/7.- 0,0 : I � I I : � � � I ,-.i�kL12NA1a"--9ff I ,­ !-Mo -a-A-F-ETY-?� " 1,* A, TI" ; , , �,t - � , � ", ,�, ­ ­ '-' � � EN 4�­*\,�'t �ce �, -"11 , , ,� � � : 4D, 441571 , . S - . li 11:11, : .� rr "I � * 'L �1.111IPTV. � � : a I -­ I ­' ' ­­­­­ ' " . I I ,ii�i- V­jm I", ,,, SIATT l"14 � ,�' �,,,�;,��. A WRIII it , ,1,:l ... - I � I I �T I' � _ ll��4li�; �- 1� , , - - � ­,j,'­­,-­TT . T I .. . . � . ...... L' ­­ ----- ' ' . , � . , , � i I 1L I E C 0 ���Ll ,I 1'�i� �: � ", , * � l:�.11, Lli�% Ill � ii, ----- '' ,� ' I , , "O'�, 1" ­,%', l , � I%r _ �,�3W""O li",;C,7� ;,',_�[ _,,, ,f_,,-,�Sr �L — � j� il,, 1��t -C'MIl I lhool '' le, . � ,i : , '' lh�!:­­ I; -L � H,,~­ ­ - 11, -1-11' I � ---- -­ - -­-----­­ �­:Arlftl - ­­­ , : �, "XI"If l­ -, i, " 1 l p I E I � ­ ,-l� .- �. .!4,C­ ­ , -, ­ � r,&- �!--J- - � 24 GAGE GALYAN=i STEEL STORM PIANEL l�llI:�ll.,!'H"l'm . ..... ­ ­ ­-­......- —.-....",,�1.1111"..","."",�,����--l"� .OBAL PROTECTION PROMICTS, LLC. "'ll'"Am �aft SA W ITNI ­22L- OWL FL 33ST4 II l t'!"'IM-75,"'. 10"O (asiltit"-"" 20-175 -�� -- � � - twwog " 12 I . J3 I I � -- of No -1--i (D 1111111111l11lllllllllI a) C- Y) — M , (D -"- 0 (D > C) C- 4­0 = -0 L_ (D L- 0- = 0 a) ML 0 L- = M ­0 a- . 0)0 -*--a � (D ,+-, Cn (D -L- = = M -cu U) a) -0 1 L) 0 ­0 '= _a = 0 2 %- 0- I L , = —0 (D 3: = = 1.0 11-L — M 0 L CIO lI 0 M > M U) - a) L- M 5- C- M , " -6--O �- -0 E - — C/) Ill 0! I 14 z z LU mi . � (n � -fl L. (1) 0 � (1) —1-1 I 4�llllllllllllllllllll# CIO =3 M > 0 L— C/). CL 0— < L (D � a 0 = = —0 . M: 0 A � (a) . (D I' "i; F� . C/) M � �, L., Cn , 1 I =3 , LU . :� 7� �i �F < 2-7 Z: < i —1 0— ' SHEET NO. I . SH 1 All111lllllll111 *czl/ls, EZ I W/ $a Aw"'IrAS - I IsEl 51I Err a kl�duiow I-7svo Oh: gw5tt till - I ­ 1-11, V". ". - �l' 'A I - ,� ur,� - 1- ­ 1, i l�� F[(sE­ OCTU, o F1, , d"(1@6 I �(SEF � 11, 4 WrF 2) 4,141" SRI � ­­. L1_._1_1­­_ I ­ .....­ ­ � ­ � I 11. -, I— I,'— '�Ip i3k, ­ , " I -_ �_ I 6 I IQ �r -�.F_-----�­ , _1� or( l" i I ___ � .... 1--_ I ��_ � __ _. - -r-____­F_-:::f--�� �-� �-- --- r- �--­r- - -, � �l­.,- �� - t=z� ­­ - ­­ - _ , - _ � - �� � _­ I __­ 4 i - - - - __ I I ---I , __ ­ -"- . r+- � PT,F R,r ___ T 10 ­ � ? — ;a q _ I /,-- � i �1 ; .F,r I : ro fol ] ot I I I I I 1 � i i ., � 1 � '-, 1 i t I I ; - � 4 , 4 , i - � i , : I ­ I . I I . I I - I : I i I I . r.. . � . . � I -- F - !2 1 � _ _1 . I � i - 11 � I I- I . I I . : � � � � � : � : � . I I , � ; � I 1 ! i . , ­1 . [ � . - IT . I I : I 1 . ; : . I . . � . . � . : : � iAi , pt, � i I f i , ! ! ! � I— . . � , : I I i i 1 � t � ­ . I - _ - - � z ! I -- - -_ - i - i I I - - - - - - _____ i � . � I - I I - - -_ --- - . _[7E : I r - �_, - - ! I I I I � - -1 � -_ T� - - - 1 - . I , _T - i, _. � � I I I ' , , 1 1 � I __ -, ! p i�o PA�j= , i : E �,�q7, RJ�5� �lhj�jj F ; !NTER P, PRI - � . �1,4A PANFJ'� I � F , : � I I i i F"_., PA,r,E�! �, � SE1 hx)� __� _3 i- , � __ 4 ! I f I I : I - -_ 7� - - � I , i i : I I ` , 5,­� � � , F � I . : I I � I ! I , � i ! � I � , -W � I � � i I ; I . 11 I 1 , ! i � � � , I � I � : : l . - - -Im, L "Al , I i - F : � , I � .FJ I f� , , "': PE 1 "i I t 'i" - . ; I . - �,i-r . ! * - ." I �Inl`lll I j :1 � � � '11 . � I � Ar ! - l� I i . I � , I � V i: I � . i,�491 I : � : ; . till, , � - : I t : i . � ; . 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I � I- I � _____ _.___ __1 ____1­ - - __ - .- - I � ­­ ______­­___ ____ - ` or, 4- 5+1 OF! i . - 3- .c. - F, ,� , �T--_ - I-; �i4 llr� _ - 4u� � � I , J_Y " E -, ,L­,��" M - - - - - - l-SE1 5r-FICIT, F.T t -;TIc1FA,tAFE EZFw � �L�� W - _*EE` i 8, I - . - �!' W/ IS l.'f�P�i��CAL�-.�i.L.-�V-AIID�b�..,,-U,!�R��,,.��5-�ga$--29-M E-Z, HANG STOR � :E ' 'I, M RAN1_ L 1� f � SYSTEM (f) � sc4j �/�,,F��I_ ,� �� , � �!l 11I '111lill INERGAn , � � - I . . 1, I IqikFXqL � r��f� .11, !:, ., ,- - � Fi� I _11 .. .-�.-,�,.�,�--���,�.,�,.�1104�,��.,���,���.���,.������������� m- a I �,,,' � . 6Z = r Z�� ,,, , ,1 1, I F 7_11111Z, ""', -7-7771"17 , , , T, � �= - - h 4 �..,:��---,��'-,-�,����,��. 1­� . _:S_Z_i :: E_ ""' - - ll,o: w � f'� F� , I SECTION A -A ,".1-41111 `,_1ALf. V3'1". T' ,, "F, TI ril ,qj" difIN , ...... _' I . .-- " ,Z I �, FEN � --_0 . "t ­ , . Zo .. � = - 44167 -_ � � - __ - =, * . W - � . � �_ L , 1 �Tt lifrie" i2 5 rA � _ _, � 1, . -1.1L­ .046 , - I WE N I __�: I P, 1 E EP t-f 1 1 -,j t _7� ENGINEM:Rlwa ExpRrr_si;* , ,v PRODur-T EVALUATION RE:PCRT soptlembor 15. 204 Application Numbilic 178,0R, l - R12 EX Pno*S1 NurriliI 20-3154C Noduct olanufachunor Ali Arnerican S hulters Finior Mass F' Irleirobfirci4o of Address 154 Donna Road Vionau Palm Booth FL 33409 ProductNarreFlIDestripilon 249a Galvanized Steel Storm Panels Laige Nfissita Impact Resistant Scope of Evaluation., IWS Product E-KMU�. RIEPICIT is bleing issued in accordance With the uEduarernords GO tire Florida Depoirtment at Business and Promrsnional Regulators (Flonda Broildirg Comenissuiru puts Chapter 61 G2" 005. F-A C � lot SWWWrd& B=eMOnCt=V " Method I (d) The product noted above has been lesitald andiCir evaluatied as surnolosared notion lli N how compliance mill the Flanda Building Coda Severill EF B *do ,i Iolikin (=) and IS fol, thos purpose interUoird, at least equivalent to grat required by In C . Ro-orinforat kim ill Uri DroiJilol rhall No Hoiluoriod IoloOloollp rieflontent. Flonda Shirling Code modifloations, or relorrokorl Substantiating anorFau 4 P_990qtgM� �A00N_00_iCQVj99 FX drawing #MI1543 Had -24ga Gelvaounim Steel, Storm Panels (HVHZ A Non-_HW_.Z)% sheats I-S, poloinned by Englieturag Express. signed & soaked by Frank Berinardo, P E in an onlogntl part of the Evaluation Report . M1 v_-Nm Uniform Static structural perWffwnce bar been tested in accorrorince *" TASS Z,Q test standards pat test report(s) #6TAS4_-11=0oI tar Boaciddaurn, Testing Inc LaW Missile, unpold tesvilance and ciroac loading peftmionce has been Issued in accordance- with TIES 201 and TAB 203 to= standiards per test reparitsi *BT-ASG-1 7-001 by ElackInatior TBRAI out. . STRUCTURAL EN01YEERM43 CALCULAD211S Structural engineering Calculations, lialis been oriapPred votilch al,bolonale the 4producl LVI on comparative andror nitENEM anallysis to quaNfV the forlavving delioryl criterno I Maximurit Momable Spoons 2 Minimurn Allowable Splins 3 Minimum Glags Separation 4 Anchor Spacniq 16n �lor 12'" A,E4VE, SUITE 106, DECOFfIELD BIEFACIH� FILOPIDA 31,442 irl'_-41 354-0660 I i866) 396-9999 TKftFr6F1,­M51R,.GEFvQFss�Com E4�1lh5FftI4`iE-PPtSs 1:QM - � �, Fg ",I, 11l I_ _�� .., , 1 - - .-I �2m*4" ��":,!' .1-11-1- __cs_ ­14, q -A� i­­­ r:o �`_ 0ux - I - --r- ' L��4, l�. /-".,� ,"l,�-__ ,(l I -'r". - 1'. ', DZ � , T I �� - - � - 7.79 I — �) I � ��-,,`*, / I�Pxl I " -,l`lf1l`F1 I -, r�l � 4, I 1c, �11!11'1'1_1-�__�__ �l a, � _1 I,�� ��@ - I �, L�111 ,�2�7-7` _ ­1� 11 M R ��, �_ .11 4" - * �_, �' I IZ,` - - M --_ X, ��Prl. 11 i1r, , A 7;F, .1 " q4g��,�_,� �, 'l,­ ­1 - . __ ;,��`, ( - " I ,, �_ � � � _� _ 1 ["��_ir..-P L-_,:�,-., I'll �,'�i / 1,4 � I ihIT, C. 1 , I'A'_ " 4 , ., I'l-l! , "! ARE affififtmi ­­_ -1. 01. -, � Ill- ­A11. �_ - � 1.7� r ,F, Ito- T , *#%,�� - , .P tx 'i r - " ., � I.= .. , ?1� C L, I't-', - 7 '.111 _rml�,*77FFF, t-W1,11, i � G "i'lloll I �Irl F;W, I ,rl rcWT - R".111 ­1 ./ I 0 11 / � Z I 6 !­ - I 6 13 ; I I - i , !" � � ��­ L � 1�__ 7r ------ "_ i", ", ­ -1� I I I! IE- F ;,,I &==iie�� - �� L�.--�L,-"-,�-�k,+4f, ", ­ F�ii 1,.­� V-1i ,�� I - TE FF - - i� 1.�,. .�,IJIL �, col��i`­""`111 _1�11", ­­ ­­. __ - - - - - - __ FIT - - . 11 - — - �_ �_ __ Vir�:_A­1n Al LACII f,ILLNI�FLC 5-1 A�� ;:�_ 1. IRI�Ivl,co �� iizpff ixr1lfiiiZ -.--_I FAF�!�PA,i Ir,:TFtV ��, ,� __ ___ , . . � 5 -­ I - ­ t " Fl� MSTAL, �__, r�Dim Kii -i� ("J" , IF 1. ("Ili R. I ­­ ___­______­ j ­_­ . K,­�'17- T ,-, � I , � am- - CiT 1EEl.u-2 - - : _I-", F-7 "AL, ­�j_�Fl .AN- �-- i- , - - - __ -4- �> -L � , 'T i F, ,,�, 's -,TV & =�­ . ­ - -,I - __ I I - - I � , F w� - I ,� LN.- PAKEj- S�AL= -FA__ ." - ­T - - w K I ITI _! 'i,F, � - ­,,Ar� I 1_1�1;_ � , F1 I" C � - , - - K H -I, FFJ, �I]HAF F Et I !��-" �1, � El 17 _I� ", ��-,_�i I i ­ � I�j - -- - _­_i_� - � I� fl!�, � ­ - ,,.QL i"jlqffll�11�111) !:i�� 0'aiiDliii 11i"'IFF" CCLFP_____ I - , , , I If 1 ,,L �,_� C�Liw', �,� �Ii 1/4'. 210"3illl I A" FA­F'12�F � � T�I.r jR !,�,';i,, dri, WT, 11-��i,lv,,4.�l!!::��l�!:I�l:�WO��ll: I H, : � - 7�­- I L"'L I , ,,�F'Fl.�F ,I �­,!��,Iii*i �r rAiFTI.Pi�F�I 1,11,111,11 I, WY, C�: R; _� " I EiC_�T11(!1k 1:,III r,'JAI��' 4'41f �F�:i 111,1,11,�L, �!' IN L�'.;. I -A! 114, PAW,I.S AII I '!�,7,�N!D�71 � �: III I l '<1 I'L G L - � , : � I I A.AI`,�, � l � �TOF tIAR IF FIN11' ISI.F, A� 1FIX t�11`7 I%", 1: PAI* I A� i�,,A�,F I-f' 1_5N!11'I'1I1�1 �h 1.16-.1-jV 1111�Fcl, .`�INI� ".P�,��,�, 4�L­f"l-:- .,,�� ")rE ,',�. "S"I . ri SIR."4 '�4�E F'Ayitl'�Tli­L�l .,IF . , , 1. . - TO Ux , � I . 'Ilu; � &,'T'T',LF� TRF,� F A 1, ,,,, 11 AtA F FNEL tL1­`i2DF, __ __ I- t 1,­�7��-�,�N_- �q - �`� 11"lr- ­.�, "11LE, i�ap --il � 7C ,-, , cl I 0 F_f'�C;1r,JEE,F_flN(__, 1>3-T : 01-2 All Anilencan Shulturs and Glass, - 24u. Galivatirzed Stivi Stumi Pand� � - No 33%.ncrease In allowable stress hour been used in Ole design of this product. Separation Irom glazing is not nequiled lot installations outside or wind zone 4 and esseritoll WiNhes, Impact Resistance: Large impact Re&islarce has been demonsualed as aIddenced In perivlauOV listed test Ferpodill), and �_ accounted rDr In the) ongineenrid; design or -M ExaluiI vWnd Load Resistance Ths product has been designed to tem, mrino loads Praineficabod In the Poor! schadulecl) on PrU respective Product Evaluation Document 0.e� ongiallarkrou drawing) Installation This product shall be instaltiod 10 5t" LgnVN2P;=:--- WO-ft ft- fOSPIWIVe PlOd'Ad Evaluation Darumant (, e angoniamigilravving) along vAth all cumporanw-noted thermal. Product components shall be ol the maletralsorbol"din trial products respective Product Evaluntrai Document (i.e. engineering drarning) Limitations & Conditions of Use: Use of this product shelf be in sodet acrordance hI the respective Product Elatuaficip Document �,, D ringureenflIg drawing) a ruled hewoull All supporting hoal structures shot be doingnia'to rRQMi al�,,,i�4�H���l�i!�110!��l�lli�l6�lrj klindi'llind III be Oil a inoroorl [m--dintfuspmduct'stesp,g��tvei4�ichorw,hodii�$A, H,vAsUt�tti�ft�i�,�on�di��c��Lq��wt�i�i�l���B�'enqi,!�attm�)[ejfw i�tk,.p.d,,,t'�,--�..byo.�.h�,.�h.,d.Wsl,ia��6���i&s,go��dW�.�ir���o�r,itt��o%p�e4�,��[ct��,.z���tofa�jmz.�,d prinfiessonal engineer Ail t*dMF%0nts wh�h Art) poirMarninfltr irj9j4k4,j qj4LJjj pe 0j,lg04tk4lj t44�rjo� a0floSiAh, (,tMtjftnilhool� =1 , Aloar such damage at oil limes. Thro, product has b"in d.mignad for LdEE ovilhIn 'And billoilde the Koh VelolcrRr Hurricane Zone WVHZj ke�pccifuily. _$_, Z.'��F­4, r' � - ­�. �- ,,, -L . __ I ,-% 7-� 'r �� r Fr ��'_' �'� ir�.._,- 11 - Frank BenrRvdo. PE EnGmEERING EXPRESEW" 411f,lit)465401Cen Awh 9,983 160 SlAr 12' ' A,ell,E SlitFrg 106, DEERFIELD BEACR, FtOPIDA 33442 (954) 354-0660 j (866) 396-9999 TEP. M �OEF,iriniiliftinrExFkEs� coo, EN�.irit�k!NEF,rFPI co. - __ ­,­Ioi, xr,, ­1l ­14=� TE9. - - �_ ­i­,.l, I ��, � �­ . I ­­­ ­­ - -1-1 1-11 I �I­ ll I � - ­ . ,, I ,,1 I ,­1 1-1 ill, . ­-­­ ll----�- , - ­ � ­11 -- . � � - _ ­1 - 7- I / - I -1 - t -, - .- � - __ aLEiini"IL'i` �L ........ 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O'D TL _ 'I � --toMInt I -EF111,10H A,,, � � - - �TlVAGLE SEPlILITIEIII FRIT,,i -LTE QRE!!_�_ �, RE FRO-�T 0 1 1 � SCLEL,TItE TS RE,�Ulfbu F<iR jSE VfFTH FQ-_MTFW_ L�S ONLI 'LFFERPC11iT;:,i [!E'TV,EFFiL0PPE ­ E�E:-V`VA;3.�E FFY�iDZEIT�f EE NE,- "It'."F-P, I ,-CLAD I F . � � "I �N�� IL�ATtoiqo �ilj75,JF,E ��F -,HE l4rrlii Orb OLTSIF-foF F.`�SEWIAI � ,�r�,- - ,FP`AR-TlqN1 , r�,l EFF Tr�i 1,1FT11-1 IlWIO 11CANeLl t, 1�w�, -- aLAS� , rlilExAILY I 9� IoF7 ccql�pw PJZ FAG ViliT ... ��P.RlTZWD F.-011 FHE -IP��ll�i'l'�l,"C'���'Ll��i�,��:�,�,�,',�ll,�l:�I r�, A.I[EQUIRED, ­J oQ­ VI, mouNn" * -, I I "IFIliticA. RK,, - - to - - .1 MAXIMUM ALLOILVABLE . - DNil- �� ,.__ jr`,NN on-d' ­� - � -_ - . DESIGN PRESSURES: -A r_,r.?)xT1,, - - , � ., -- I . - I - , . - �_i - � lo:im�lx�-ilf,A _�_ __ - - - __ ­ 5 W __ IN DEWN1 ff-IT: LHEMLES DESIGN NOTES� I . ,'�,o 'A . POSTTFVF ARID NEGATIVE DFSIGN FIR lJRE1CPgVW-IE) F,N , 16, �Ejj T,HJS S,SlEM at DPJER�NdEp ,EF � �T . ru,rIl, U . 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Idl 1.4 � I p- H � I T = � &I till a � I f, or ! t 6 8 , t ;2 LU I x W :r :� < All 1 Z, -4--i (2) (1) 2 = � Cf) —00 I (1) -IiI-a —0 > : c— 0 (1) C) _I._, I S.- " ­0 a) 0- = a) oto 2 = CZ __0 n . .- -F--# �F a) 0 0 a (n ,4-.j - .- = =3 �, M M En (D -0 0 -0 ja = 2 0 - E a) 0 0�. = -2 3: = .0 U_ — M C) -#..- ,.I.- CO M 0 > . " Cn a) L_ I MI. .- co C- M II CID cl - III= _+_j < IPP -0 co 12 4 � Z Z .� I W J. ; z ; ,� ,I �f1) 1, ; l I : iL �1 ,'I , I V", , F I � �, , I IF " L a) I , 101 10 C_ _4__j I i A U) =3 M > 0 L_ U) CDL CL < (3) -4-0 0 C: =3 -0 M 0 6 - 0 a)111111 " U) M " M =3 U.J I � < Z: � L Z < _j n SHEET NO, S HL. 1, 5 4 i'l ,I I . i I IIIJI1I1IA.' �111 'I 11 IPII�J�LA I I I - L f I . -,I . !;, .tI � I t I. .,U,96 I L, Lit i1d. i.,Fi.,I.,,,, - ,, F11-11 Ili i I, a ill -.1.4 ., 1 .14.611. All -All..A,Iilil,,Ilii"IIU.�V-.i!Lliihili,I d.UoiiiWINNIMAR.WiLRIA&MhAlii"I I � FOLDUP WEATHER BARRIER TEMPORAFFLY SECURE REQUIREMEs"T' RESISTIVE BARR�ER & NEATHER RE51STIVE WINDOW UNIT A r% F L/A% H I N' WEATHER DOOR ROUGH OPE'NING SLOPE FRESISITIVE co (1) nXler7r Wall 0.3 in: 12.0 in R703.1 General. Exterior %,w,,4i�s shall provide the buildingwith aA,eather-re,-,Rstant envelope. The exterior wall envelope shall BARRIER > WOOD FRAME CONSTR. Z TAPE EXTERIOR (0,6 cm: 30.5 �cm) include flashing as r1escribed in '.--.action R7034. -ADHERED FLASHIN� 'ONSTR SELF o4`­1`BEA[IO:r: G SHEATHING BY LAPPING DOWN ADHESIVETI) BE APPLI�:J�11 UNDER SELF -ADHERED FLASHING CL 0 THRESH()Lt) OF DOORAIfl) (3> OVER RIM JOIST AND Lip" '�'N rti -Stan WALL BY 6 IN, R r" I'Ll P- -1,YVAB Ol USE 1,i(`r0!T[ R701 1 -1 Water res w- The exterior wall envelope shall be designedand constructed �n a manner 'that prevents the accumulation of water H:�_._ --,­� 1: ', 5; _7 " EXTERIOR NAR dr (ANL) tAq I,,-rA)AL kNI,.,rh I HL: H within the wail bly t -y pro,,L.,idi sistant barrier behind the, exterior clarkfi! d bv Section R703.2 and a means of aS _�Im I D Ing a water -re )g as require . . . ... .... ZN% PROOF (�AUI_IuNG CEIVIT, FIN, 0)0 - draining to the exterior wa-te-, that penetrates the exterior claddin!g- l-- VAFATHER 'I", - W BUILDING PAPER, Cf) RE SiSITIVE SARPIEV SEALTOP JOISTS- C: 2 Y" R7703 2 Water- ive bar- -er, One layer of No. 15 asphalt felt, free frorn hcAes and breaks, complytri g with ASTM D226 for Type 1 felt or other W UNDER, DECKING 0 OF JOISTS-- WIRE LATH &I I W7LOOR roved wate�­re"_ijstl�,re barrier shall be applied over studs or sheathing of all exterio� Oel!�s No, 15 asphalt felt Shall be applied horizontally, app (SEE DETAIL WPO SELF 0 ILL. -ADHERED FLASHING with the upper lopped over the lower layer not less than 2inches- ",.Nhere joiniss occur, I Mt sha�� be lapped not less than 6 inches. Other co 0 CZ 77 co, 0 > approved Materi'L"11, Sha�l e in accordance with the water-resisfive barrer manutIacturers installationi instructions. The No. 15 asphalt -0 P-7 HEAD FLASHING TIE. -IN INSTRUXTIONS: felt or other apTr�,,,:I�ved C,a�,ear-resistive barrier material shall be continUOUS to ttI(- top Of 'wells and terminated at penetrations and building 2 1� Cut, fold up & tornporarily secure weather R M JO "S, T 1— (1) i ­.Anner ti() 1, -be (D 4= orwall enveflope as descil _d in Secfion R703.1, resisfive barrier above header to ailow for appendagesin: Hear the requirements of the exteric ::ETAI::: S ARE TH ESE D!:::ETAI GENERIC AND c) C.0 6_ flashing installaiion CU c:: :E U3 K ANT TO SHIOW G NERAL FLASHING 2, Se4-adhered flashing plus head flashirig under R703-7.3 Water-, s;sbve ba�rriers Water -resistive barriers shall be �nstalled, as required in Section R-(703.2 and, where applied overwood-based AND WATERPROOFING METHODS TO weather rerSistive barrier I 1 Fold weather resistive barrier back over head sheathing, shall U-,---flude a water -resistive vapor-perm-eable barrIer with a perforrrance at ieas' equivalent to two layers of Grade D pap�er. The BE USED, Ji flashing and seat with tape 21.,r, individual layem. smiall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance With, Section W-013-4) intended to drain to the water, resistivebarrier is 6rected between the layers. Scale-, NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING .0) SE,LF-ADHEREO FLASHING FLANGED WINDOW 4 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER Exceptiory Where the water -resistive barrier that Is applied over -wood-baseli sheathing has a water resistance FLASHINC- INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK - SECTION A WPO W'fr—"%03 equal - to ar greate'.,r thari that of 60-minute Grade D paper and is sepaeated frOdl the Stucco by an intery , -1 substaftc"ih�,,,, layer or designed drainage space, MECHANICALLY FASTEN IF RUBBERI -ED ASPHALT UXI ERIOP SHEA rHtNG -7 NEEDEDINCORNERS RUSBPRIZED AC1HESIW EXTERIOR�NiEAIHING �,t�4'- 1' BEAD OF GONSTR_ 14 "4STArA ASPHALT ADHESIVE AJ rrietal flashirg, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied ADHESIVE Tol Sr- APPOLD I-JINDER FLASHINGJA11II8,`� HC�_AU THROUGaH SELF -ADHERED R103.4 Flashinp, iAr provea FLA FLASHING FI.ASHJN1G­­­-,,, in accordarice with t" a manufacturers instructions, Metai flashing shall be corrosion resistant, RUid-applied membranes PLASTER THRESHOLD OF DINA' Arid PE'TIJR;,, IS r� Ur V P JAMB 96' USE I IOUID NAR BRANC, FL-ANGE0 VONGDAN shingle -fashion C, I) �SEEOEVAII WPfJl'l Q all De app:lied in accordance with the manufactureds Instructions- All flashing shall be applied in a manner to prevent the 12 WL DRYLOK CMU - MAS( ONRY BLOCK OR FolUAL WEATHF,R PRO(W CAIJ�_KrIN(`; I used as flarshinl t--- , CAL rhe AArall c-Eivity or penetration of waterto the ouliding strUC;tUraI fran'�irig Components - REFER TO TECHNI EXTREME QoFT9 gm� entry of water irjt� o LETTER ON CHEMICAL WINDOW RELEASE PAPER C(AWATIBILITY Self -adhered men-loraner, us-ed as flashing shall complywith AAMA 711 _4 exterior fenestration products shall be sealed at thejuncture. vith FASTENER 9ELFADHERED rLASHING the building -A,a�f w�ith a sealant complying with AAMA 80D or ASTNI C920('_".�ass 25 Grade NS or greater for proper joint expansion and Nl, RFLEA94i PAPIA TO FXPOSE /-I) SEALANT AT r- -'EALANTJU1N I A MIPONfUM 6" 4)'S WINDOW BUCK TO >W41 contraction, ASTM-1281 AAMA 812. or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VF.RTfcALcV JrROM AWESIVE 'AS SHQ WINDOW SIA K E'� b T _�Tl 0r-A 0 F flashing in exter'cr%,� L �­ , , �K �nali comply with AAMA 714- The flesh ng shall extend to the surface of the, exterior wall finish. Approved flashings OUTSIDE Efr('e OF MASONWr E00 ENV, 2) SEALANT JOINT -ILD 5) 'i�ALANT FROM IPJbIvE EDGE OF `61NDOW FRA14AE IA - 4 , I I - ;� I' / - Z ;w, WINDOW RUCK A C R OSS WI N DOW a LIC K SECrION-A(SEE DiE TAIL. WP02)--, 1 1.Extenor vvindow and door openings, Flashing at exterror, windmv and door openings shall extend to thesurfacer ofthe exterior wall AND EXTEND TO WINDOW FRAME ATTACHED SELF -ADHERED FLASHING finish or- fo the wat� r-resisfive barrier complying with Section 70121 for subsequent draInage. rIrlechanically attached flexibie flashings MASONRY t6 PER Of -1) SEALA DDE IyI shall connn"y with: AAMA 712. Flashing at exterior wilndov�,and doof open'ngs shah be installed in accordance with one or more of the C, I, 6) TOOL r NT REQUIREMEN BEAD BRIDGING < following CLADDING AND WINDOW 1.11 'The 44riestration manufacturer's installation and flasnirlg instructions, a, far applications not addressed in the fenestration FRAIVE LEA ING NAILING IFLANGF I Ot SEALANT WINDOWFRMAME SE DHERED FLASH WINDOW BUCK ALL THE WAY A rnana.itactureros instructions. in accordance with the fleshing irr�ianufacturer's Kistructions Where flashing instructions or details are AROUND. INCLUDING SILL. pro at I 2) niot vided, pan flashing shall be installed the i:�Il -of exte? tor window and door openings- Pan flashing shall be sealed or SEAL TOPS OF -JOISTS (6) shrnoe�rj inr.;U,`1h a manner as to direct waterto the si.Klace ofL ffre exterickir wa',a finish orto the water resistive barrierfor subsequent DO NOT FLASH OVER BOTTOM NAILING UNDER PECKING drr:,� tirIage -�,,ings using p iSEEDETAII off-07) 2 an flashing shall Incorporate flashing or protection at the head and sides, PLANCK 7 11 1.2. In accx­lp�dance �Iltth the flashing design or method ofa, registered �,,Iesigr piofe�ssional, 13 11.3,lnacco�Frj- -a with other approved methods. SCS 06 05 CMU INsTALLATION 6 POINT BUICKAND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1A In accorl"Jance with, FMA/AAMA 100, FMA/ AAMA 200, FMA/WDNIA 250, F �,,14V'AA MAI' WDMA 300 or FMAIAAMAANDMA 400. 'WP06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK FENESTRATION INSTALLATION AND INTERFACE WP04 WP05 INSIDE CORNER I T 2 2. �At tt ic, nbarsect Io n of chimneys or other masonry con W LLICtion �,vtt h frame or sn,,� ccaj wal Is, wi h- projecti,ng li ps on both sides under Stucco CQ',)41gS, nd at t1he emos of masronry, wood or rretal coo-Ungs and sills. 3,3.UndeI a7L Ground 4,4,Contim hously above all projecting wood tnirn. ra: SHEATHING te hes, decks Or stairs attach to a vrall or floor assemNy af wt,),,-.,,d4rame construction. 5. 5.Wheire ex vio, �If 1�ntersections, 6. &At vva� a nd roo TTAt bur�t�lrr gutters, water Re-"-. ant Barr 1AMB,SILL AND HEAD DETAIL 3" La n J Ir APPROVED SHEATHING J, 'SH�NG SELF­ADHEREG FLA, APPROVED HOUSEWRAP T'FiESE DETAILS ARE GENERIC AND MEANTJO SHOW GENERAL PATCH .... . .. . .. "'rRUCTALATH TWIN TRACK 2,15 S 14" ('EMEN'T PLASTER �7 4 FLASHING AND WATERPROOFING METHODS 1"0 BEUSED. IF MO, (min) ELITRA)K EXTI-3EME. X\ Review 4 ,OVED F _AW-1iNGTAPE DOWBLE Z X Ist, /RC SEALANT JOIST For comp Co ILtL OCKETWITH M, 7/8"Cemem P�asqter lia e 1 0 TOOLED APPROVED SEALANT I and Z_ 7/8�'Cernen a0t I ved SINGLE /r —woOD BEAM pool in V_ by 0 e 0 FBC JOIST 8 E L 0W` SELF-AE)HERED FLASHING Foundaium Wall-- Accordame With t Plaster ra A 7th Editiof', ASTIAC926) in assume. ce r PX23uu % X SELF -ADHERED FLA J 4 ASTMC926 SHlNG Felt backee mAtal �2 A Felt backed metai lathe in accotch'ince 3" to N lathe in accordance SELF -ADHERED SELF -ADHERED with ASTM(,',''l 063 FLASHING FLASHING L A,N% with ASTMC 1063 "IN 5) Buking Pal: r SIR Is, +_--7/16" O.S�E, �7 iIding Paper J* 0% a`� -77"-7 sheathing SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF-ADHIERED FLASHING sheathing Metal p FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST WP07 OUTSIDE, CORNER W'P08 WP09 Flashing Wee-i Screed k _77 Installed As Per St. SoENZ's� 2x FRAMEWALI-_� \'e1.*3ELF—/_\DHERED FLASHINU M a n Lra _RIP OFSAF AI pede or similar LEGEND Maintain Stam I I (D F) SEI I: ADHERED FLASHING (SA n P VJDUCTS ru"ETAILS TILE AMISH—- ... . ...... Bottof of cauk bottom DRAU,4,413E PLANE WRB 1)�irA�P�IACiE�'LANE(r-'P"vifE-'%TH'-'RP1H ISTANT Weep Screed joint only UA BAR R I E R (W R, 6) U) __SIST AeTR AR it 1 E R 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO BOND BREAK INEATHER Rr Weep Screed R0,2 WF) LA-Irl 112" DUROCK > SELF FUR Above Roof Installed As Per PER THE FB�C RESIDENTIAL 7TH EDITION (2020) PLAS rER Al_(:�',E _)RY Sheathing bHEATHING. `01SB', PLYWOOD,DENSCILASS r-7-7171 Manufact. Specs, V-4" PER PLAN 0! Detaill Instructions 10 Av"NA DP 11W15 On rO > -,0" PER PLAN 112 Cernerifitious Il VE Refer to the nurriber marked as in each detail that corresponds to the I A 0 S 1 N,117 A C_ E T t � 1 f� 0 F Cenrient 1:31 �,r - Decorative Finish flumbered items In the list of instructions be�low: F1 ANGE AS A �'AiP I n a coo rd a n A, > A� 0. BARRIER with ASTIVIC- J Z All inside and 0_ A over wood ide comer will N, floor 1 Install self -adhered flashing in order as shown by numbers CMU ..... . ... . 42"INCH 11r�JK& outs 2- Install flashing and weather resistivek barrier to form water Shedd' Ing 7­4­1 need to be miter .__ i 4­4 4" OR 8"CMU laps cut and caulked all (PER SEAT DEPTH)—, > butt joints need to 3. Self -adhered flashing can be substituted for building paper A l­---,S'R,,;C RJF�AL FRAWLK'I Z becaulked using 4- Split the release paper using the ripcord (Split release on d ernand, > �,,l 0 5 FILL WITH GROUT 1 RUC -44D 11`0 Stampede or sim. �TLJRAL WiL I embedded in the adhesive layer) - for ease of installation and to _4 fy- L THISGAPISAPESULTOF 0 W LIJ PLAST E R A I Of SHRI J caulk for all minimize scoring cuts a_ n- NA I LrRe. STR P OF SAF IOTS N DRAINAGE PLANE VIRB 5� Remove all paper per standard installation instructions and :r too f2x)NT1?AJO1, �S� BACKEf:1 DO�;r SEAL. CL P"D SEA1,4AT CHIP tit-, ED PLASTIC adhere to substrate using a square piece of flashing material (6" x 6" !REA '11= X U) .4 SF I ATH ACC S ly Minimum) SLOPED MUD BED Er 6� Fold as shown by arrows W co 7. Angle of corner may vary, adjust folding of the flashing accordingly to (n :,;_Z fit tight to corner VINYL SHOWER PAN X Go Note= 8� Mechanically fasten as necessary W ­T The building paper and metal lath must be Lu Cernent reed. 4 -the top of 'he weep sc installed over mi aster kz - - r , ...: , -'r lelf < PLASTER OTOP Pl, A _T_ ')US BACICER RC)Li over at 'k CONTINLif- Oc & SFALANIT I St floor Z —CEMENTI'DOIJS FINISH < A, % All SHEET NO. SHOWER SEAT WEEPSCREED DETAIL SOFFIT/CANTILEVER WV1 I W P 1 k1r) SC-A!L" tii0TT0S(-'ALE WP 1 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ------ WEEP SCREED------- CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"----, ROOF SHEATHING PER PLAN ----------- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 311= 1 1-011 TAPE EDGE OF HEAD WALL FLASHING — STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---_ HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS '7CLOSU STANDING SEAM METAL ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"- ROOF SHEATHING PER PLAN 311=11-011 7: co M (N A 2� 00 HEAD WALL 9 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING — WEEP SCREED COUNTER FLASHING�— CONT SELF ADHERED FLASHING TURN 73"UP ALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND E H IN R IN S 8'� P B T UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN ------- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN---------___ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z'CLOSURE STANDING SEAM METAL ROOF PER SPECS ---------- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8`---� 140- ROOF SHEATHING NOTE: PER PLANnL���� ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL, EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL FLASHING 21 R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER FIBER CEMENT SIDING PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE PER ELEVATIONS WALL SHEATHING PER PLAN- EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER SHINGLE WATER 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE I FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL OVER FLASHING TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE 00 �0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE FLASHING TURN 3" UP WALL lo COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP ALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 STEP FLASHING To INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE A z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING A ROOF UNDERLAYMENT PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER U 1/ /V " V V WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR L6" DESIGNED DRAINAGE SPACE. 611 R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER's RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ROOF TO WALL SHINGLE TO SIDING WP12 WP13 BUILDING STRUCTURAL FRAMING COMPONENTS. fl 1 3 =1 -011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING EXTEND MIN 8" BEYOND THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT 21 FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER INSTRUCTIONS AND SIDES. MANUFACTURER INSTALLATION 'Z'CLOSURE INSTRUCTIONS co 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A M STANDING SEAM METAL EO REGISTERED DESIGN PROFESSIONAL. 'Z'CLOSURE 7EAMETAL ROOF PER SPECS PECS_7__"� 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO E;= 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. N 8 TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN___,� 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL I RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ROOF TO WALL STANDING SEAM ROOF TO SIDING WP14 WP1 5 3 11=1 1-011 FLASHING AND WATERPROOFING METHODS TO BE USED. MAY 3 0 292_1 \/-R/I\ Virtual Review Assist, Inc. Plans Review Completed and appre for compliance with the 2020 FOC 7th by Debra Anne Klahr PX2300 _1�� CD 0 C_ Cn —Cu > 2 0_ CU o 2 CM (D C= 0 CU Cn .- Cn C -5 -0 2 ca- = 0 `0 (D 'n CU -0 4- 0 0 g .0 4­1 CU E U) -0 U_ %+— 0 w Cn CU > 2 C)- < z z W =I U), U) Co 0 0 0 0 0 W z z _j SHEET NO. WP 2.0. r e P STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN--------__ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED------,,,,,,, WEEP SC HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASH I CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BI-OCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR-�-. TILE ROOF PER SPECS ---- ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN--------, 311= 1 1-011 ME& WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYR' SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED - WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING------ CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING----------. PAN FLASHING 6" MIN-----____ ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS---- 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING PER PLAN ---------- HEAD WALL -E ROOF PER SPECS 'LAYMENT NGLE OVER DGE 3HEATHING .AN DGE B FASCIA ,DHERED WRB TO -E OVER WRB ON 3ELOW qUM BRAKE METAL WRAP 3ACKER ROD =-ALANT O'J'MOULDING )FF BRAKE METAL q 0 ON FRAME - 7/8" F SAND FINISH STUCCO -F FURRING LATH ON 2- S OF WATER RESISTIVE :-:R COMPLYING WITH :-:2556, TYPE 1 (TYP) 3HEATHING PER PLAN FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAIN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING----------- CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR ------------------ TILE ROOF PER SPECS----.-. ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN ROOF SHEATHING PER PLAN---------- �E 311= 1 1-011 HEAD WALL WALL SHEATHING PER FIBER CEMENT SIDING PER ELEVATIONS - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING- �TARTER STRIP - HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING - COUNTER PAN FLASHING 6" MIN-,,__� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----_._ 2X NAILER SECURELY FASTENED TO DECK--�g ROOF SHEATHING PER PLAN -------,- FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. J/\ R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE I FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS, THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE WP17 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1 . 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 iN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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