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HomeMy WebLinkAbout36536 Smithfield LnI 1 1' '1 1 1 1..1 1 1 1 1 1 1 I ' I1 I I I I1...-_ _ __! 1.1 I i I _.. _. !. _11 _ __ 'I ABBREVIATIONS 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 BIRD -BOARD BRIG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONIC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FIG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER 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 PINT - 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 IRS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I FA = STAIR CALL OUT HEIGHT OF STEP DOWN = O FOOTING CALL OUT - SEE FOOTING STEP DOWN SCHEDULE CALL -- ARROW SHOWS O= KEYNOTE CALL OUT <� DIRECTION OF VIEW l ELEV NUMBER A9 CD = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 F--- ELEV NUMBER LG-2 = LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 E ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER 1��ii SHEET NUMBER NT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER -- ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.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.42. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.52. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NAROM -1 LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS l�J��_L61I]LorauM, N . 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 EC,TION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS l►MMAno C7_1� t11nk W SHT NO: TITLE CS COVER SHEET Al- FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A2.1 SALES OFFICE PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURALNOTES SN1 STRUCTURALNOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL 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 G; ' - __ 0 RE -I 15 2R?�' FEB 0 3 2023 Virtual Review Assist. Inc' roved Plans Review completed and app for comp�ia�with Annethe KlahRFBC 7th r PX2300 Edition by Debra NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N 0 N o 00 4 z w w z Q SIN, Q) Q) L W L u BMW V) h > N O O u co A, , 0 2 }W o o 0 V/ U O � .� # -- ` (D o o) C3 CL r� I, n W wW~ cr_ =( O w xdLu �d�zx z 0 �QOLLJW X LLUO QQC z� 0C 2zo on LLRoomLu 0ZM0 - E Z� � C0 UiL¢Qw �0Ww�zWW�a.QQ O�z H 2P o D yz 8POw <LL LL< O i O O Z (N O� W ::) ti O 0 (M Q U) M J � ILL F- Cr oo Z U W W J� O mi d' N N O N I ti N I 0 0 00 00 p o p o r 0 0 O O N a N N 0 N a N N N O N p O t1� tl0 p M r'- N O M O c a o 0)o a I I I 0 I 0 N LO j p p 0 M 0 0 1(j 0 0 L N d CO ti Cr Z z _ oO WW O UQ < LC) -0 Z W W LJ =m0Z v Z ~ ED J NM w 2ZX CIO O_ZZI.L w n1 OgMz O d U LO Z z z Sao � Z U OU o g W � z Z w N N W O IN O LAST PLOT CATE O Nov. 30, 22 z O J COVE =% SHEET ._ —._ _I .: IL I I I _ I I I 1 I I —L_ . I_ _ _ _ _ _ _I _ _ _ I 1. I__ L1. _ _ _ G. 1 - _ FOUNDATION PLAN- ELEVATION B 1 /411 = 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 p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS O 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE SINK - KITCHEN REF 7� WASHER �8 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 C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. O PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C PAD I 24" x 30" x 16" DP #5s 6" O.C. EA. WAY FEB 0 3 2023 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N 0 c0 LO 00 LO w.l w ` 4) 0 w o z vN aD LO - E CN o �N co p r) ^ ai 1 2 co U W - L Q 2 O 2 8 p Ii 8 o Q •N U q? x w p_ N Q� L o E� m � O c m �WLIJ vi wpH- WYZ� W W (D W Q V w�Q ��� Z ItO2 <0p W aLLUp2Jp ?aXJZx�0Z2pp�Q� I— �— O O Ciw��OzOwp�mZ� c) cnpa�v�ww�zu- <0rJ Z a. Q~u¢Ia. Q�1¢�Z�wp�UpQ oQ o 0 o�Q�¢ O O Z W O� (n 5 M O Q U or) L0 ULL � l0 M Z U Z W wMIA J O N N O N I ti N 1 O O M CQ 00 O 0 N p N �- N N O O N O N O N CD N O N O N O N Cn N CO O L0 r ap O co V- N 0 M O C 4 0 0 Cn 0 O r- O r- 0 CO 0 o ' N'^ V / 4) � o 0 NI 0 CM 0 "TI 0 LOCO 0 0 r-- L COr^ vJ Z Z —ZO O }' W owv) W�> 0 Vo�o (J) Q ZW = m o z v Z ~ J N >-<z0 >- 2 M _ZZLL. 0) � N OV J�z a C/)ZZ z M¢o g o�� O W o: 1 Z A¢ z W W04 ' /') O ( ) LAST PLOT DATE Nov. 30, 22 Z 0 FOUNDATION _I PLAN B I u \II Y1�I 4 0E J S6 0 bo A 73' 30'-0" 8'-9 3/4" 13'-3 1/4" T-11" SH25 D HID AT T-4"11r_ 00 EGRESS S3 1/2 ,LO Q Q 4 Q Q 4 111131 / t313 4 5068 SGD 286 cM I O BRG vt WALL OWNER'S SUITE 13'-0" X 15'-11" LIVING ROOM 8'-8" CLGBRG 15'-2" X 16'-3" WALL 8'-8" CLG 7 5/8 -L 11 T-4 3/4" DRAIN-- SHWR HD & VALVE 0 N 5-6" 4'-6" 14'-2" 1'-2" NOTE: PROVIDE 1/2" PLYWOOD 2'_0" DRAFT STOP IN FLOOR WA L TRUSS SYSTEM FOR A MAX. AREA OF 1000 S.F. E TILE (PER FBC R302.12) VA CD KITCHEN —2 6KNEE`O--------- NU 9'-T X 14'-2"flill T 3 1/2" M W ,7 REF 8 -8 CL N 6 A7 5 w BRG a, Y� WALL ►CAFE d OWNER'S RANGE W/ 11 _ 8'-6" X 14'-2" 2868 BATH HOOD L � W 8'-8" CLG ^GG ni I a=' I UP: S3 1;4�_ B O 11 TILE TP CPT. N LIN. 1 A7 2 ° `�' PLUMB 1 DW _ STACK A3 WALL 7 5/8" T-4 3/4 3-7 1'-11" 5-8' 2-10 2-2 4'-10 0 343 6 W.I.C. I Cl) DRYER TILITY � 00 . . VENT (° 'D A7 N N PANTRY 1 d N I HANSEN p _ = bq PWDR BOX W/S AT GG CD rn E0 BATH - I 6" WALL 60" AFF oo S3 v 1 1 c00v RG _ ~ U 2868 S & R WALL CI % — --- —�— SW/ 4" INSULATED N 20 MIN FIRE RATED DR 0 LINE OF FLOOR TO CIWALL — — W/ WEATHER STRIP ABV L — 22 x36 3) 2X4 �.U.0 PROTECTIVE ATTIC I W/ HTT4 AT - BOLLARD LACCESS j BTM & M 7 5/8" N 7 5/8" ao u> S1--- 1-- S20 d 4" INSULATED AT TOP 9 13 BRG. WALL TWO CAR GARAGE 8 42" H. 7 1 40 3 A3 19'-3" X 20'-0" SLOPED 6 CC S3 LOW -- -- WALL 5 PT. 4 -- 1-- � ILE p FOYER -- -- 3 S3 1 2 1 I dup— -- — — — — — — — — — — — — — — — — — ` 1 � A 1 I A TIE BM I ( � d oo SH 1/2 35 AT 10'-0" I M HD AT T-0" d w bo 3 1/2" i TEMP. GLASS C)00 F- ~ ¢ o HB I T-11" V 0 ENTR a 2'-3" 16070 16'-0" 20'-6" 30'-0" 2'-3" FIRST FLOOR PLAN- ELEVATION B 1 /4r' = 1'-0" NOTE: SEE SHEET S-11, S-12 4'-4" 1'-4" 2'-6" 1'-4" '2382' FOR LINTEL CALLOUTS &DETAILS 9'-6" 10 m� W TIE BM TIE BM AT 10'-0" AT 10'-0" 1- Q �0 00 00 W H Q OTE: ROVIDE NSULATI( ALLS AC 0 ATTIC NOTE: PROVIDE F INSULATIO EXTERIOR INCLUDINC RIM JOIST FLOOR AS; 1. SEE SHEET S-11, S/12 '2382'FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE�2) 2X6'S UNLESS NOTED OTHERWISE r . An SECOND FLOOR PLAN- ELEVATION B 1 /4" = 1 '-011 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 RIND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ, FT, TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 SQ. FT. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN INSTALL BAFFELS AT EAVE GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) FEB 0 3 2023 Virtual Review Assist, Inc. Mans Review completed and approve jai cumpliance with the 2020 FBC 7th Edition by zebra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 i I N N O y, O 00 L0 ...,y z LIj } i y >�'�i' O w Cliff z Q N Q) u •- E i- o _� V (y) C M P P V te4) a- C: ::) O u '8 LL o 8 Q .NL•■ wa" V Q N 00 V a a) 1-12 a z � ��� Of (D 2JOWWi00U_j0aX aU)9Q XOZOm00moz OD ~ F- 0zC_L WWZz5XXz<O�J <Y�gOw X a. ILL0 Q LLI 0 Q O oZ� QU W Q- LL F- LL i O Z W O� O z F- M Q M LO U) _j in LL_ ti z < W < Lq M � 0.. � 00 Z U W W JC:) O N N 0 N N I 0 p ao •- — N N N N N O 0 (V 0 N 0 N 0 N 0 N 0 CV 0 CV O N W C)cn _LO 00 M T.-O OC)O O o c- o .- r- O ca O o N� j p 0 N 0 M 0 '• 0 6 0 (O 0 r- Cr VJ z z O O4-1 � WC) WC)F->- O voQ 0a=� Lr) Cn ZLUl­-� r co 0 = H z N �Z?J Cr>- >-2ZW W00 � M � Q LL w N O Q H �2z O Q �rnzz Z ■ Z ~¢O C) 0 g O O Q z z LIA J N U ,^ o LAST PLOT DATE >O Nov. 30, 22 z 0 1 ST & 2ND FLOOR J PLAN B STAIR SECTION 1 /2" = 1'-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL --- 10" (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. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MSTA DSTRA EACH SIDE) SCENT �I�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. w 0 z w w co NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN FEB 0 3 202.3 Virtual Review Assist, Inc. Flans Review completed and approve cumpliance with the 2020 FBC 7th Edition !)y Debra Anne Klahr PX2300 I N N O N O co { e— LO CD co of w O �j w Of SIN` o) LO W L c 0 °u M �0 d N V -0 -0 — M C . C 0 M 2 S �= U •^N` U W QN W L 00 �� m W w w W�~ xg'< w WM zo z (D a t- U W3§�<p�x <0R--QzWLLOzgpO�af- OWQ w§o 0200adjo LLiOOLL JO �U O d0Z �a�inww a'<¢pW �ZWz inWW¢pw_j - 0. LL pW 0¢ o o g�0 Q OM i LJO O Z W OI'_ 14 �5ti z M O Q CO U_ z ) < LIJ U? F- W (L (M W n' � O Z U w W J O O m (O N CV O N ti N i 0 O Oo (O 00 r- 0 N 0 N 0 N N N O O N O N O N O N O N O N O N N 00 O U� •-- 00 O A 1 N O M O 0 0 0 0 0 .7 N U ? 0 � 0 0 0 6 0 0 L N M d' cfl ti C CO (n Z z O _ LU owv) W '�'� � _Vo-o f — a O a_ Lr)-0 Z X LLJ �, yj H� t� �m0Z I.- Z: Z �Z�W W>-=2 >-2Zx rn D_ Z Z LL- w n1 O-32z O Q U z U) Z Se Z Z F_ U U � Oo nI'1 cr_ Z a z z w J N N W Q LAST PLOT DATE Nov. 30, 22 Z 0 . J DETAILS 1 M 00 1 b N 30'-0" FTFGE STRONGBACK 'T1 ED STRONGBACK BRG WALL 14'-9 5/8" 1 '-2" 0 1 Fo BRG WALL � ,_n •7711 v �7 T Cl) N � (V 'N / 0 I I I I I I I I I I I I I I ,l , 11 o I I I I BRG I I WALL I I I I N Ln 60 In --- r-- —_ 14'-9 5/8" Ir_—_-------, — — J 5'-8" ------------I E------I— All i BRG WALL I II T L+ I I I I II I I I I I II I I IC - j - - - - II IF— BRG WALL II I II iI II II II I II I —J 9'-9 5/8" CONV. FRAMED BY OTHERS @ STAIR LANDING B6 O 00 T r ATTIC B5 ACCESS B4 DROPPJEU AT J0jPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B3 BGE1 00 5'-8" T-10" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B 1 /411 = 1'-011 ti M 9 CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A 30'-0" Q M M LO M Q U U U U U U U-1063# - E A U-106?5# A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ¢ ATTIC ACCESS: A1A AHU Al Al 7` A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U- 088 # U=1008 # EJ7A ir - A7G C3 rt U ¢ M 1¢C1 U U U 6-0" 12'-0" '-2 1/2" 7 7/8" 19'-10 3/8" U CGE 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B 1/ 1 411 /411 = 1 1-011 SHINGLE ROOF 12 5 �11 2 HEEL= V-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD r-- 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HEEL= 4 1/16" PLUMB CUT/ 12" CJ1A CJ3A N CJ5A N 0 v 0o �4 N 0 j 2 -- IF 12 f r 2X4 HANGER CHART J L = LUS 26 (SIMPSON) Total Truss Quantity = 95 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3l4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1l2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES FEB 0 3 2023 \/V\ _ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC nth Edition by Debra Anne Klahr PX2300 ATTENTION! DON'T LIFT SINGLE TRUSSES WTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or less 30' to 60' Span Spreader Bar 60 degrees 4, or less 2/3 to 1 /2 _ I Tag Ilm span approx. Tag line t span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FDC 2020 TPI 2014 Truss member design &connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDJPSF TCLL = 40 TCDL = 10 BCDL = 5 TOTAL = 55 ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. DESCRIPTION INIT. DATE created from 7A2 2388E A.S. 2/16/2017 LC9 JTH 12/13/17 KR/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18REV. RE'S JRH 8/30/18 REMOVE SCAB FROM B2 JRH 9/5/18 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHM 1/18/2021 - �CARPENTER CONTRACTORS --- OF AMERICA 3900 AVENUE 0, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 16 201'7 LAN# SCALE N333525R 1 4 11=1I i 0 N co h n✓•Y ✓ pa Ln CIO `,�� < ,lam � �',f ��� ?,�V F 1 %i• 1 Z O 0 W 0 z Ln W > O - o 10 �� 0u 00 v) co A) mp o �"g tL Q (n rZU j^< LLn Q 00Eo)� a LU W W W 8~LLJ J �� ��NQ3W W LU 9 Y Z C, Z W<WU-UO0LO QQ V <OXJZ�NLL0z20° (MooYoomZzoZ � � CY O n OZ J(,a oL0X ° � I>zYzL In z0Wg-FL� ° = OILL < Y Z ¢ °¢ Q O � ¢ u. i O O ZW O� OF ()O Q U) CO � VJ -Iq I` I—�CLLO z> � Z U W W J� O mi N N O N N 1 O 0 00 (D M 0 0 0 N N O O N O N O N N O N N O N O CV O N O N ob O- 6o0 O M r- -1 N O M O0 4 1 I �- 0 1 O 0 O O 1 L 0 1 6 0 NU-) j O o N 0 M 0 It C) Ln 0 c0 0 r- r- V VJ Z Z O owin LU Uo �0 -o —0 C/) Z a. LU ¢ ~ W =m=z v Z ~ LLI J 00 �-2 z� rn (I Z Z LL � W N O�2z O Q Vrnzz Z �¢o Z U aese � OU o W � z LU J W04 U-) Q LAST PLOT DATE O �7 Nov. 30, 22 Z O 2ND FLOOR ROOF I FRAMING PLAN B ROOF FINISH PER ELEVATION 12 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS 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 34 - - ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS MTL DRIP EDGE b. ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 = 3/419 1'-0 CV o fV N N 2" 2" FALSE FOAM LOUVER DETAIL TYP 8 6" 1 " is 4" Lw, 4" N N O - 00 O 00 EPS N FOAM iv BRACKET DETAIL 9 NOT USED 10 1- PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (V o o 0 0 "8- LEDGER DETAIL 11 3/411= I - ------------------ CASING BEAD 7/8" STUCCO- WITH WEEP 4" STUCCO OVER FRAME SCREED OVER BAND FLASHING —� 8 - A5 WEEP SCREED 12 ........._._ 5 — ` c� o W - cV = Z_ 2 1'-0 4" STUCCO BAND 5/8" STUCCO OVER MASONRY— FRONT ELEVATION B 1 /411 = 11-011 ELEV AT 18'-0" SHINGLE ROOF ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP SCREED OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. \'— WEEP SCREED ELEV AT 0'-0" 1 ST FLOOR FF I-_ II �_7/8" T.O.P. Y STUCCO q = Cl) OVER FRAME ELEV AT 10'-0", z `' 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. A/C UNIT MID WALL AND PAD WEEP SCREED 14 5/8" STUCCO OVER MASONRY ELEV AT 0'-0"' 1ST FLOOR FF a GRADE LINE 3)R%EAR ELEVATION B — 1 -0 1111■ I!111■Iplll - � � 111■I�111■I■111■ 1� 1■11111 ■11111■II In■Immm� • OVER FRAME■ • • - �I lil�ili omi�i'CONTROL J•INT CONTROL J• n1� i�i�lnl ��I �Illm�l . STUCCO •VER MASONRY■WEEP MID WALL SCREED- i 12 -..,u■I■■■■.in■■....■....,.i■n■.u.n■i■■n...n.i■..■.i■■■■.i■■n.i■m.i..n.i■■■■: - �,.n iiinmm�l�inrl�mn�inu�mn�iuu�iu1111 -......I.......I.I.q�•I.�.�.I...�.I...�.I.i �i�nl�unuunl1i!!1115i unpo� �n�m_.mm�l�ln IN 111m11011 Ill 11 ELEV AT ; , , nn.T. • - \ 1 1 1 111■I�Ibin., - 11111■1111!■■nl.,. • n■mm 111 1■■nl■■nl■■ul■iu • • IIIm111■1111 ' 1■111nmuullnl U0� 11111■11111■In11■11111�11111m111■11111�,. 1■1111I■11111■11111m mal■■nl■nm■1nn■Inn■Ilnl■1nn■Iun■Inu■IIm III ■11111■11111■11111■■111■11111■111i 2ND FLOOR FF\ • - . . MiliM i niil wrl�lli lglill nn��luilil■� - I■Ifl■■11111■■1n■IIn1■111n■11n1■11n1■1�1n■11n1■111 .�■nn.n■nri.mmm.�nnannaumm�ui.mr■nr■ , • STUCCO . -•. •- MID WALL • • % ■ ELEV AT 1 , sm"M 15'-9" SLOPE 5:12 FEB 0 3 2023 Virtual Review Assist, Inc - Plans Review completed and appr ed tnr compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 7'-4" SLOPE 5:12 7'-0" RIDGE VENT SLOPE � 5:12 6-11" i 10'-0" RIDG — VENT I a I SLOPE SLOPE I OJ 5:12 5:12 RIDGE VENT I I I I -- --J io SLOPE12SLOPE 5:12 1'40�e I 5:12 5 i (D — J — — — — — — — — 1 ROOF PLAN B 1 /8 = 1 -011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM)) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING- JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT ;S 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 =1197 SQ IN ATTIC AREA 2 = 445 SQ FT VENTILATION REQUIRED = 214 SQ IN VENTILATION PROVIDED AT RIDGE = 108 SQ IN VENTILATION PROVIDED AT SOFFIT =425 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT " SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N N 0 M x � 0 CO = + - W O w z Q N W oLO 0 L i oq 0 7 V)0 v N 00 0 V v r°i 2 } _o o S �� iu Q t . N W LU C L MO Io W LAJ W WpF- Wh-~ ��J a��"zX z �� J.p0���v0o,�o Q Q U O O �0O zW 02mooi.- oW��wozoW°—�mz�0° a C'1 (/) Z LL �oa�zYOZZLL. Q~�����_gWoU°Q O0X 0 _ oQ4 Q LLa o aLL 0 O O Z N OW U) f ti M O Q w CO � � � I— W CL co QU<00 Z E-- � WW W J O O N N O N I` N 0 0 C6 fD r- 00 — 0 N 0 N 0 N N N CDCD N 0 N N N N N 04 N N N 0 N N 00 O 6 00 O M r- N ' O M Oo , 0 rn 0 o o .— O c6 CDc a N� � ; o 0 N 0 M 0 0 Id) 0 C0 0 I� V Cr CO Z Z O O ♦J oWCO 00 O vo�Q Iii-isU a ZwI=-Q t� cl � =m0Z I- Z N — LLI Z� J 0 2 <Z0 M Z Z LL N OVA W O 4 Z D)Zz �QO ct Z U U a Oo W o_ Q Z z W W J LLjLr) C) C) O LAST PLOT DATE Nov. 30, 22 z 0 EXTERIOR ELEVATIONS B & ROOF PLAN ■ I I 1 11J _ I I I I I I I I I II I _ JL I 1 111 ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-011 SECOND FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-0" 1 IAIC nc, �!1l1C ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS FEB 0 3 2023 A� Virtual Review Assist, Inc. Plans Review completed and approv d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET m TRIM U BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z_ kSMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR (E)=r 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ®) FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6— SWITCH AT 36" Cl) 3 WAY SWITCH AT 36" -cam 4 WAY SWITCH AT 36" —p PUSH BUTTON FOR GARAGE DOOR OPENER --u DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL A3- CLG MNT LT FIXTURE { CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE { WALL MNT FIXTURE NOTE: �l ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 4� C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVEDBY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cs SMOKE DETECTOR SMOKE DETECTOR =U-18= UNDER CABINET 18" -S-18= SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" -S-24- SINGLE 24" FLUOR STRIP -D-24- DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F,-, 24 :iP 24" VANITY LIGHTING F;F,- 36 7-� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUSTFAN p p DOUBLE FLOOD LIGHT W/ COVERS AND LI 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) )� MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR EE A/C REGISTER C THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N 0 N O M u) 00 In { AI LzjJ O W z i> W 'o o U c�-N cy) 00 N M coM C E o E o p M: 8 o 8 s U�° 4t • /N, LJ Q N C 0O W L ELLi � m w I- LU ~ w J w O Z 003 (�W �O=2JU) LLV0LL_j0 Q O 0 00M OZOROOmZZ`'��`'�v rnLuCLuj wLu<nLL�¢0�_, w 0 z a�< Lu<< LuZa�QOQ 0 o 0 0 ��w O Z W OI­__ �5 D 0 � M O < w CO � I-0�0-M j)f M Mz 00Z < U LU W JCD CU N N O N 1 t� N 1 O 0 00 LO CO 00 N O N O 0 0 ON 0 0 N 0 N o N 0 N N N0 O N 00 O— r- IO d) 00 O co e- N " 0 CO Oo "T 0 0 o � o � o co 0 N0 L J > p 0 0 0 '4 0 0 0 L N M L61 101 Il- CO w z z O _ w0�>- wO ov� LIJ -0 Uo owwg L0 Z w F-- Q I— r� Q 1.—co0z .9 NM z w 5.2Z° M �zz W n1 O�<z c) ¢ ULOzz z FQO z U g OU O z Q z z w J N W04 ' ^ V / Q LAST PLOT DATE 0 Nov. 30, 22 z 0 1 ST & 2ND FLOOR � ELECTRICAL PLAN B I I 1 I I I 1 111 V I - -1 11 1 11 1 1. :1'. 1 II ':._L_:_-11 I I 1-. II , ! 1" FILLER 2'-0" 9 0 in 3'-6" I, 2'-6" 2'-6" L.11 3'-0" 1 1/2" FILLER 1 1/2" FILLER � / \ \ / / \ / REF SPACE VERIFY W/ MANUF HOOD 4" BACKSPLASH RANGE 2'-6" 3'-0" 2'-6" 2'-61' 3'-3" 1" FILLER KITCHEN 1 /211 = 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 00 El KNEE SPACE 2'-9" 2'-6" -2 1/2" FILLER DOWNER'S BATH 1 /211 = 1'-011 2" FILLER CV CV (D CV tD 1 N � � Eo Eo 0 in FOOTING SIZES AND RE -BAR CV Fh CV m SHWR �HD T PRE-FAB SHOWER PER BUILDER VALVE UNIT'2382 - B, L & M'- BUILDING SECTION 3/1 611 = 1'-011 1 "1Ac. 1 1/2" END PANEL 2 KITCHEN ISLAND 11 2 — 1 -0 4'-11" 6�VV2 NER'S BATH 11= 11-011 12 HOLLYWOOD °p STRIP LIGHTS CD 30" HIGH MIRROR I 41( N o -BACKSPLASH Eo i \ _2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH #2 1 /2" = 1'-0" 55E5 A I INGS) DWN 'ION I ELEV AT 18'-0" OIL T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O. M. ELEV AT 0'-0" 1ST FLR FF c O 2X6 KN WALL T 34 1/2" 3 KITCHEN �� 1 /2 = 1 -0 2'-9 1/2" 11 3'-4 1/2" 8 BATH #2 112" = 1'-0" FOOTING SIZES AND RE -BAR Co M WIRE SHELF "HANSEN" 220 VOLT BOX r------ -----1 r ----� -� --- ------ o � � -L- ---- DI 14 1/2" X 16" DRYER VENT RECESS I I I I I I I I ch I I I I I I I I I I I I I I I I u I I I I 4 UTILITY 1/2 UNIT '2382 - B, L & M' FRONT SECTION 3/1611 = 1'-011 FEB p 3 2023 V w Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editi by Debra Anne Ktahr PX2300 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF - _ ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF N N 0 - • o M 1( �i 00 LO =J ¢ z r uj - - _ =O C) 4 W 0 z N � a �co co E -= p0u8 8 oQ < � .N i W d Q N 7N V �. o E-' m a W tY ow Wow O ¢0¢�¢LLU00-0 <OXJZX1�iOZ22' Q V ~~ (n W d W Fn W W -a~ W O� 0: Q 7 J �OOZ (n W �a(L vgZwzOWL)0na. Q�W g�� 2Wp5Q ¢ 0X 00 = u. ¢ O oQz F- ¢ Ir i O O Z N OLu F-:()O LO � Ln � � Lo a. M 0� °-�a�o Z U z W 0 J N N 0 N ti N I O O 00 CD 00 O N O N a N N N O 0 N 0 N 0 N 0 N 0 N 0 N 0 N N W 0 � W 0 A" c- N o M O 4, o 1 0 M 0 I o 1 o �1 a co, 0 o NCDC) C) Co 4 C)a 6 6 C)Ui L J e- N M r� C CO VJ Z Z O o Lu Uo_o �- 0 (� Z CL W F— Q =mOZ OZ~w � N 00 �2Zx O M Z Z CF)w N O-32z �— O < U�Zz Z Q O Z U U O (LO W � Z A7 ¢ J W U-) C) LAST PLOT DATE >O Nov. 30, 22 z 0 INTERIOR J ELEVATIONS B, L & M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308 3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOU S LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8, ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2. 2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. 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 LJ480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK 4.4. 1U. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4. 5. 2. SHEET METAL ACCESSORIES SHALL CONFORM TO : Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION, 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING", ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. FEB 0 3 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition hY Debra Anne Klahr PX2300 CV CV 0 N CD r' A L0 0 00 r _ _ C) a Q 1 Z W 0 W Z Q 0 > W CO o cm N V O D v Cn L 2 M [ 0 u 8 O LLB ° Q o U Q Z Ups �� a W W(�W w�Q W � w 2 0 0 <OgJ(n0�XU)LLU000 U Ha QOx-Z= 0 Op CY w WO Z p w 0 0 Z U 5 O O (n O Z -,�a�zwLu re<o _jQQOw _wZ� pa LL a 0 W O F F- g LLJ 0W p Z)0QZ� Q Q LL a O I- LL >t O Z W 0� ti C0 5(00 co O Q � M � C w f,( F-al ace) T- QU¢co Z � Z � W W C:) J O Mj N N O N ti N r O O W CO O 0 N CD N 0 N N N C)C)O N N O N O N O N O N O N N O O M 04 O O C t 0 - 0 M 0 C)O - 0 co CD 1 �° N^ L ! > 0 0 CD CD 0 0 0 LO qlzt N co "t I to CD I I-- 1 Cr 00 VJ Z Z -ZO W (A O U0 < V l Z WOf LU � F- X F- Ce =LU MOZ H Z v Z 3:J N M w5. �>-of2 2 Z Of M Z Z LL O7 W N O�2Z O 2 U�ZU) . Z IEQO Z U OU o � co Z SNO Q Z Z LLI W CV (0 Lo 0 LAST PLOT DATE Nov. 30, 22 Z-1-+ O STRUCTURAL . i DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND-NIESH EXPANDED METAL LATH ATTACHMENT, METAL LATH — 'IPJALL SHE.ATI IfNG 16 aA I 1 2" LC 'N G 13,4%1'" CF;-)' `+N, STAPLES hair b" 0.�:. ''.� EFiT BETA,EEP,~I STUDS NOTED THUS: —,I - OFFSET f Iiii I I ti 1'^ _ir,,."-1•. " LCJING 4'-1" C•RO*N) STAPLES I;�z)'6" p I I j S,TrPLE:=`� EET",'E'EN :STUDS AS SHC',144 A. _.... ,. .... ...... ..._ O.S. VERT INTO STUDS (NOTED THUS — METAL LATH ATTACHMENT DETAIL REV, 09.24.21 SCALE: 3'4" = V-0"' 'DETAtL Ex'CEEDS THE REQUIREMENTS FOR FBCR 703-7.1 LATH* r:�liL ::PPLIE'�. LEN11�,R TP-,' J4'X'- LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0„ STUB -OUT FOR 1'-01, 0 9 0 GAS METER 0 - ;y o o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS` 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'J' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). '* SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Ur, 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9�F + + + + + + + + + + + + + + ++++++++ + /++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood 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" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM ........... ...... w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OC #5 CONT. FROM FOUNDATION TO HIGHEST 1-7 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 BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. �H Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit l� 41 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) '�min. Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener q max. required when indicated or 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 LEAVINGYa" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. Under 2nd floor column wl loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 plf max. along bearing wall BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or over bearing blocks and beam below Load bearing wall must stack over *Non -stacking walls blocking and wall or beam below.* require additional wall or beam below.* Joist consideration. Check local building When joists meet over wall, provide code for appropriate I -Joist can be offset 1116" 1 3/4" minimum bearing for each. 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 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONST!zzz (Not required if both load Filler bl1/8" gap �/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRIG. WALL require additional consideration,— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) io ❑ co 61 A 1Yz" ROUND HOLE MAYDO NOT CUT HOLES r6' BE CUT ANYWHERE IN 6 6" CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 1rJ ; 1 12 13 ectangu ar Hole Sitle tln7 ---- — Any 1f" lol t Span ffti '... 1... �. 1'-2" 1'-3" 1,_3" V-7" I'-11" `.„. . _ Lr.. � -- 2" ,..-_.,_ 1::' S _ V-2" 1'..3" V-9„ 24„ 2 _1 1' 16 20 24 U 1'-0" i'-0"1�, 1 1 ' 1'; 1 °- 1'-r" 5„ - rr ?' �,' -4 U �� - 9` Li"" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%2' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1Od nails. _Install tight to top flange. Jc \ Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4" -2" 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 me-t height requirements 0.6 X Joist W. " depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" - 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE AJ TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--` SEE PLAN FOR °• a • FOUNDATION INFO " d STEM FOUNDATION GRADF REINF, SEE PLAN rvu ummar- 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION d nlll,-1 I I,�, 1ll� d. ° � d �d 111 .. —I I IFS fi )E I I II�--�� Z-- SEE FND. PLN. SIZE & REINF. G BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE q d /F - ° d ----------------------- -� Z ° cn � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE =C'rF7 -4 Al. a/ a° G 111,�III =III: I�Ir7I— o \ ° d / SEE FND. PLN. SIZE & REINF. FEB 0 3 2023 Virtual Review Assist, Inc. Plans Review completed and approved far compliance with the 2020 FBC 7th Editio 9 by Debra Anne Klahr PX2300 i N N O N `a " l �. t w, LO O 00 rn - w 0 "�\, � .. tiles i ❑ - w Q: z Q (n O LO E L C 0 b'• 0 _W co di Ln cli N V-0 �_ v A' W E "� L O 0 2 g V_I :E U o N Q .N U LU aN C V 00 E� m 70 � a (D W w ILL! w Ld J we� 0 aOX J ��'tr�r�iU0oLL Q Q U <O zLLll�z�2� I.-¢~ acn�doZOIr00Z) LumZ= ca, U' f/) 0 Z �OCL0Z zz�0 ¢~wOLLJZ ul ¢ O� ❑ o¢Z�¢ U-¢ 0 F¢r- 0 0 Z W O� O M Q U) coLO Cn ILL ti F-Of0..M z I>Y 0- 2 < 00 Z C) Z3: LU J N N 0 N ti N O O 00 co V- 00 r- 0 N 0 N CD N r- N N 0 N O N O N 0 N 0 N 0 N O N 0 N o0 O 6 ob O M N O M 4 0 r 0 CD (] Q r- r CD C❑ N N Lo C > 00000 0 C 0 "It In (D L ' Cr CO U) Z Z — _ Z 0 0 ULIJ w (� �EEo _ OWHQ UM)i.1 n Z LIJ UJ Z = m = N 'n V Z J 00 �c M aZZ (� w N O�RZ �r O < ULnZz Z <0 . Z U OU o W Z Z z J UJSN1 N N O LAST PLOT DATE >O Nov. 30, 22 Z-r'--+ O STRUCTURAL — J DETAILS i 1 � I II! ., 1 I1 I _1 !A i (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 81.x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR _= 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER o MUNICIPALITY. `� 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE T� T� 7I-7I i7— r ° M � =1LL 00 Ill / p D 6 MIL VAPOR W _� ,r BARRIER II1 , a III u — N COMP. SOIL. (COMPACTED TO 9'0 — — MODIFIED PROCTOR III I I III=1 I1=1I ITI NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �I z c� Q ' TTT 1Tf l I I III ••.. 41' I ao T_ -, =IIIII :"' . '. IIIIIIIi SEEA/S3ORJ/S6—'-IllII IIII11i1„I illillii= FOR REINF. INFO. 3" MIN, CLEARANCE 1',4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION" 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) I D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10--0" (R302.11) 1/2" GYP" WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. c 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) ° II IIIIII III. I. D. L J_LJlLL 111 11 r C7 IA vi 11—III—III— - TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" A.F.F. ° a a a a 0 4 A a a 4. a ELEV. -0'-3 1/2" A.F.F. 0 G 2x4 CONT. O' ° ° U_ nv . 4 0 .v .. 41 N ° GARAGE DEPTH VARIES a.. a GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" 2x S.P.F, STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" 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) 10d NAILS N 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY . , —III—I 1J l=III=ll_=1 D ° D ° lll—ll—LI1 1L-1L—I_I1 Z � o ° I—III=III—III—III—III—I I � NOTE: *FOR BEARING WALL p D III—III=III—III=III—III— N WMEMM1110 I' r W/ UPLIFT ONLY I I I —I I I —I I--- I I Lll=1 I I —III —III —III —III —I 11=1 11=1 11=� 111 J I1=1_�J.=1 11=1 11=1 � 1- ---- FRAME WALL TO C.M.U. WALL CONNECTION - - rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 112" WWF OR FIBERMESH min.) 4" ° ° °v GRADE 00 zzml ° _ _ _____ _ .° ICI ICI ICI I =(1) #5 REBAR w/ OPT. T7-1Tf—III—III— I I— I1=111=, 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV N a M CO HI T7 y_— �T ,— —I 1 _T� 4111- SEE A/S3 OR J/S6 -I I II I I I 111I 11 I1 r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH t. 4v ° D r ° 6 MIL VAPOR BARRIER �I II I I I o ° 'IIIII ° 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S-B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD x 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" C 3 1/� 2"MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1(3 1/2"(min.)-4"II1=1II- 111=-I —111—III _ III —III —III —III III —III I'' (2) #5 CONT. 4„ rrr T1i _ri? rrr TT! 8r U.N.O. MIN" TYPICAL BEARING WALL STEP SHEARWALL r "SHEAR WALL" SCALE: 3/4"=1'-0" S3 yi 18"OR 1/2" HIGH STRENGTH — 1.N.0.) (OR 5/" GYP. TYPE "X" @ ARAGE W/A HABITABLE ROOM BOVE) P.F. DOUBLE OP PLATE IMPSON SP2 w/ 12) 10d NAILS /8"° x 10., "J., BOLT @ 24" O.C. w/ "°0/16" PLATE WASHER (TYP.) - %LT: 1/2"x12" TITEN HD @ 24" I.C. OR 5/8"x10' WEDGE ANCHOR D 24" O.C.) 31MILAR AT FOUNDATION ONLY" NOTED, THIS REFERS TO THE TEP, SIZE OF FOUNDATION AND ,EINFORCEMENT AND WILL NOT JCLUDE THE WALL TTACHMENTS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,Go WV S FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 �i00K DETAIL 3RD LAYER 1/8"THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE zo" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 00 i7EWI ELLI—. '- #5 REINFORCING BAR R 1 7/8 N z �F1 I II i II I IT '- 0.1; 1 AP SPI 1('.F COMP. SOIL. (COMPACTED TO D 95% MODIFIED PROCTOR ASTM IIII_F D1557) I II II II II I II I ur r Ill -111 ITT III ITT -111 4" 1'-4° TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x a e ° dP. , 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 E N M 6 MIL VAPOF BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALA� INTERIOR 4" 1. CONCRETE SLAB m 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E� 6x6W1.4xW1.4 f ' `v WWF OR FIBERMESH , K S3 �31/� 2"MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) --JNSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1,4 I WWF OR FIBERMESH 31/2"(min.) - 4" —III=1 —III- ''—IIIII (2) #5 CONT. 1 14 I III I,TI$1-' U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D —, �' —III—III—I I is p . g � 1Lf 'III —III 'I (Uj I I�I I I I I I I I D•° (2) #5 CONT. ON 3" CHAIRS 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH co E D. — 'II=1IO =—r (TYP.) 8"f 1'4" 8„ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS K�F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1,4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " . CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN SEE ROOF PLAN a � . TOP OF BEAM HTS20 FOR STRUCTURAL4yII _LI..L-RLl1r-L1-r (2) BEAM SIZE & 1I a = CONNECTION INFO 8 I_ • • ,. I II 2x4 #2 SYP P.T. FRAMING w/ �I I I III=I I (—III—III MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 "—"'fi:4+ "'— g Z ATTACHED PER NAILING FOR REINF" INFO. OPTION #1 w o SCHEDULE x ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION N � M C E W COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM rn SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND M - O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN co w/ MIN. (2) #5 VERTICALS 00 GRADE 4- IT FILLED SOLID (SEE PLAN FOR 1= — 4' _ SIZE AND REINFORCEMENT) (� _ J=— °. °* I=III=1 I I=1 I I=I' Z W o 1�--II1--1T1--III LU BRICK PAVERS or SLAB PER o oI II ! a COMMUNITY SPECS U) — — — 0'-0" FIN. FIR. — —I I —I — — I =I I FOOTING v I I��� I I _ '- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD 1NFO. * SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN� SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 13 FEB 0 3 2023 Virtual Review Assist, Inc. Plans Review completed and approved inn compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N LO 00 LO M j Q :. O W 0 z Q to ^` - N L-0 E N 0 0 W a. -c o -% C) r B N Q co C C CO rn •� Q LL O Q N CO M L 0 E v 0. oL LU Q 3 > W0o ZW � JZWWO.2< Q0000 1 of < Q Zx OZ2C, 00090oE00MO WxWZZ >YOZZ0WO 0���W LLC)00 a nZ LL �wI� OQ o 0 UC,Q Y Q o��LL II O O zW O� (n O CCM O Q Lq U) lr�- E — M +00 Z V� z W W O J O It N N O N 1 N 1 0 0 00 LO (0 e- 0 e- O N o N o N N �- N C)O N N CD N C) N O N O N O N N O17 O 6 OO O A 1 CV O C)C)0 c d ' O 0 O O T- 0 I W 0 ' 0 N O O O C) O O O Lo (n z z -zo _ C)'� W WWv) v > O vo�Q _ �— O�a ��//�� V1 O W F=-Q Q Z O- �� '�nco0Z V 0 J Z i-2Z�Q- z z W N O_ z O Q U Ln z z z �Qo Z U g Ov O W � a Z Z z J W04 LAST PLOT DATE >O 0 0 Nov, 30, 22 Z O STRUCTURAL — J DETAILS —MONO i (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN 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 PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 �`Yp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUDV � \ 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)— FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ■■ . ••• • • .- • • � � 17 •'• —Ili ail ■■III' III■■ Milli IIII� EMIR lii■''■ �llll IIII� ■■III lii■■ MIIII ■■I��' III■N �1111 IRII� NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT - - - @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) \-ROOF PROPERLY. TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. G a a. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/9" 8" 7 5/9" 8" ❑ SOLID AREAS ARE STEEL AND GROUT LM DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑ ❑ ❑ ❑ 12 (TYP-) SEE ELEV. SOLID AREAS ARE STEEL AND GROUT LL 16 BL K SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER U 8x8x OC SIMPSON SP2 w/ (12) 17!d NAILS AT EACH STUD \� DOOR OPENING -Ct 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" BLOCKIN O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a' a THAN 50 0 OF TOP PLATE WIDTH INSTALL SIMPSON ° DOOR STOP PSPN516Z w/ (12) 16d NAILS °/4 MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 GARAGE SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. DOOR 48•�PLICE STAGGERED J-BOLT TRACK BRACKET uvvn i nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. �CJ+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) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (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 SFFAVpO�L �N 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA 1 STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. OD t SIMPSON HTT4 TYP. �p �R U.N.O. SEE N/S4 NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 10d @ 8" O/C O�LS'Te. ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON C SP4 SP2 2X STUDS @ 24" O.C. /8"00" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 0 SIMPSON SP4 8P2 SIMPSON SIMPSON SP1 SIMPSON SP4 101 ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL Ir= NAILED INTO TRANSOM FRAMING SIMPSON SP4 co MI ° a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 :::#31 11 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 FEB 0 3 2023 Virtual Review Assist, Inc. MansReview completed and approved for compliance with the 2020 FBC 7th Edition by Jehra Anne Klahr PX2300 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U R 13- 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" aGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. t & NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" G/C FIELD S4 J(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM Q ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN- 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. N N O N O M % : $� - - ! l �( 1 'tr ., i `� ` C'''•,� �� 00 L0 fir/ iCwC A G O Uj z W L 'O C? U CV G) 00 } OM N U/ -0-_- w p W 6 2 8 00 0 T11�� 0 a: 00 0 Q .N U w QN W L O E 000 a LU W (WOXJ w OW WQ 0 ul Ou0J Q �LL O x?0zM0 �ozo�oomZ I-¢I'o 00 C.>nwzWV50:U,U,gZo°<15w0 Va. 0 LLJ oQ ES 0 0¢ ¢ �¢ LL O O Z N W J ti ��_7 coO Q Cf) L0 LL � F— Lij W a. cM 00 Z C) W Uj W C)J O Jco It N N 0 N N ' O ) N O 00 (fl 0 " O N O N O N r- N e- N O N O N i O N i O N i O N i O N o N 0)00 N O in 00 O M �' N O CO O c v 0 0 o 0 6 0 T—' 0 (fl 0 N LO > o 0 (V CDa C7 d C) LO 0 (0 0 1- CO�^ VJ Z Z —ZO C) U�Ez0 wwvn Q —0 �- 0 6- In zwFQ X �— t� Q =m0Z 'ntz V z 3: Uj J Z N M w %'2ZW >-re2 M Z Z LL. W N OVaZ>w O Q Z Z • z ~`t0 Z U � OU o W Q Z Z Z w J WU-) N O O LAST PLOT DATE Nov. 30, 22 Z�--i O STRUCTURAL — J DETAILS I H__ I, SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 MAX. 9" BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL 45°± 45' f SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ 10 8d ( ) EACH JOINT wl (3) 1 Od & (2) 1 Od 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO TOE NAILS @ EA. END SILL 112" CDX PLYWOOD OR 2 1 Od TOE NAILS EA. @ BLOCKING 2x FRAME WALL (SEE WALL • 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) ATTACHED W/ 1Od GYPSUM WALL BOARD GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST '--1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES 10dX3" @ 3" 0/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. @ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH "J" MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 64" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C 1/2"x 8" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD NOTE: IF EMBEDDED 1 Odx1 112" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STRAP PISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 SECTION 3 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. ��5� SCALE: N.T.S. S5 TITEN ON OUTSIDE 71 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N N IF >9" SEE 1 O/S6 X-BRACING, AND TOP N MHj " SEE STRUCTURAL CHORD BLOCKING N - _ NOTES AND NAILING INFORMATION `O 00 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w! WOOD TRUSSES _ 1f (2) 16d NAILS `° � 002"x4"CROSS BRACE 2x4 RAT RUN BRACING " APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 2" RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 /� /� /� 10d & (2) 10d TOE LENGTH (SEE TABLE) TRUSS SPANS `7U�1' ATTACHED W/ 2 - 16d l_ll !JI NAILS @ EA. END GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" (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 OSB SHEATHING ATTACHED 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 W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 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 SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w! (2) 16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 24 BLOCKING W/ EXT. WALL CONN. @ 10dx3" @ 4" 0/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S, S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('_10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 -IiVIV I. DCF11'SIIVU GABLE END BRACING DETAIL L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 Mom( 9„ SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S6 DETAIL 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) 166 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. IS5� 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/41;x1 112" SIDS ^- ^ SCALE: 3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W! 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB - SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C3 W d 0 v o 0 'v z o w m o ' o ' 0 v pj w — — — — o o ' o ----w o o � W Q- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL- HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION FEB 0 3 2023 -RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N o M s„ Ln 00 Un m 0 0 _..... w 0 z N (D E `' o co^ di+� N 5 vU -0�f 2U Cm' E 0 :3U O S = O LL 8 G Q U Q •N wC• N4t 1 ci N W L O W ~ n a Uj p~Q JxLLJ x M gY zE-w z LU �0�W�U0�0 QDuxi Jcn m0z ozmp°�� iR00mz UaU)w (n O z a'ZWozzU- ¢�¢oW �_Wz — a. ILL pW 0W o 0 W0 ¢ 0�j O C Z V OW H D O M Q w M W n d M Z U Wz� Wo O Mj CD N N 0 N I r` N I 0 0 00 Co 00 v- 0 CN 0 N CD N r- N N O 0 N N N N N N N N N N N N N CV O p CO c o r- 0 O6 0 6O � CD CO CD NLo �1 , W0000000 > N M 't Ln CO 1*- I C CO Z Z — Z 0 W (n O V��a 1=0�0_ (n � wH=-¢ o:I.-� =mOZ 0 ~ W y z 3: M W }�2 < Z 0 M -ZZU- cV OV-12W a �Zz z !EQo Z U U g Oo W z z z LLI Uj 'n N V / N O LAST PLOT DATE Nov. 30, 22 z O STRUCTURAL — J DETAILS tL1 11 1! 1 11 1 1 1 1 1 11 1 L t l III I I II I iI l i 1 (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ 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 o = W/ (4) 16d TOENAILS TO TOP PLATE 5 C� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = N PER INSULATION IO 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART 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 CONCEAL E S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 0.... —METAL SEAT ER PLAN 0L OR FELT PAPER FOR UP MOISTURE III BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS — STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL E��FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) u_ LU 4"x4" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c E ° e N ° T tr FINISH GRADE M III III I a OP 6x6 W1.4xW1.4 WWF OR FIBERMH111LT_I11I T1I�I I I III ° b 1L1M�_ FIR11 LTR T J1' ' 11jTT�' \—STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR I — 1.1" W/3" MIN. CLEARANCE 4" 1148" (SEE DETAIL) TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUC_._.._. ....._ _..._ _.__. _.. 2nd FLOOR b BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL 11T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d 15<1 @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN61 INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" 0/C FOR THE 1ST 2'-0" OF SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. — B.U.C. (8) 10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. B 15132" OSB All EXPOSUREI SHEATHINGf x PROVIDEx BLOCKING AS REQUIRED PERD 0 SECTION X-X IF U NOT FULL HEIGHT SHEET z G FLOOR SYST M /— (2)- 2x TOP PLATE .! BEYOND 15/32" OSB F EXPOSUREI SHEATHING w SOLID 2x C BLOCKING @ ALL C SHEATHING EDGES (SEE OPENING SECTION X-X aU C x w x E 2x STUDS w BEYOND. SEE PLAN O '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4"1/2" S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFA/��pw 4N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". u) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ U_ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w LL 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U) © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 MEMBER IF GABLE END N LL NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP, P.T. BOT. PLATE RIBBONS pAXTF,Q7 FLOOR TRUSS / Fti/iy p'Q BEAM DETAIL FLOOR TRUSS O SCALE: 1 1 /2"=1'-0" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#, MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T, PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° e. da �—T � -• e III � T_II I I .° ICI Ir °' MI —1 I I=, 1111 jL II II I,1�lllM-Lml I I_ ' (3) #5 CONT. ON 3" 8" 1 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. G SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1AxW1.4 WWF OR FIBERMESH E d ° M -III—III—III—I I ° ° " III —III —III I I ° —I I.IIII III IIIII �I (3) # 5 REBAR ON 3" CHAIR 4" 1'4" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' 1) (2) (1) 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' 1 (3) 3) 1 (2) 1 (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. 00 Ir: FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. —I O Z FEB 0 3 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N " N M t. LO tlt 00 Cr 'F �1 W W Cr 0 Z Q W 4) > o N L.0,O 0 C'7 ENV CY) CO G! N M LonAV, -0 CIO, � M E W 2 0 0 � •N wO� Nzz Q N C L o E� .2 aCL a (I W W 0 Ll Uj w 0 H wHw-Q �UJI � � Yz� Z o W U Q ���_�0�x0)U_000LL J0 fQ- Orn 0u)xW0_0�00mzZa0 w Uj � °ZQ LL o0Z ujwo°W¢ wO om� 0 c 0XOOQ It O O Z N OW U CD 0 M Q�`'�Li Ll^ U) ti 11-- 0�a-CM CIO Z U 3: Luz W � O A N N O N I C14 0 O (,O r 00 0 N 0 N CD N N N C)O O N O N O N C) N C:) N C:)N N Cn 00 L0 00 cy j O Md' C)C:) C O C:) O C:)e— O O— 0 (0 0 M N'^ L ♦ Oo00000 NC') -It in CO I� Cr 00 VJ Z Z O W wwu) Ur >— O �o�a �0 Vl F-Q Q zW �� =m=Z !n V J N z 00 �<Zof 0 M Z Z U O w N O�2Z O Q �cU)ZZ e Z FQO s Z U U a 0 O Q z Z Z Lu WS6 N0 N O LAST PLOT DATE O Nov. 30, 22 z0 + O STRUCTURAL — J DETAILS -MONO III I III I _ 1L1 II .. 11 1 1 11. 1 1 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 I1Z Un i VVMLL TO PRODUCT P T. TO PRODUCT APPROVAL FOR CONN, APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. 3/16"0 X 3" LONG FURRING TAPCONS FURRING ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TA TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 1x8 P.T. „ O.C. 2-ROWS INTO DETAIL FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1" PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" — 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 1x4 WEDGET. 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN@ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ..Q'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1 /411 DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 1 X 4 FURRING ir SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAC. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS�"'_2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX' $ FILL SOLID BOTH CELLS #5 RER (TYP) STD. 90 HOOK (" 1:1�la 17/ P I' +5^ NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS h 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 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--J TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 BF TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 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. °.x. .. gD I=1 I I -III -III, ; ,III--1 11- Tf 1=1 I I -III_ D D I-111=1 I = I =1 1I- III�III ° D'P �I GRADE D. D DI�IIIIII�� CV q 0 (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IAIA(V`C=ADI C IAICTAI I TIf1A1 FILLED CELL INSTALLATION rH SCALE: N.T.S. DRIP RlP EDc ,E BRIG %1' %LL T'a"PIE -T- + - ALUM FASOA F F-'L-' F°I_,"^,I"V I � , r' _ 1-3141" TRIM PAINTEC: �FL -4''' SS NAIL w/ 5,� 1 C"" HEA-) FASTENED IPEIE I la ,a s NOTE2 BELL 10i 1 !NT'vEhdTEI' ! F 1=!LI , SDFFPT 0-0,472;or41NAILEE'_11N,4,1ILEC -,_', 7,.',F, I iLuL ,Fi- s,1ATERIAiIL` PAN CXA ! . L �: Pr �:, � � �� PACITiE5 EASED � I !f;I"F� ,�, �. IFIEi F(�R �.;_it",1P�)NENI`� r''+�N!D CLADDIhJc; TF F [ (" ! SHEET SN f:. 'F'. A 1 I%1 I,, F', 4:1: 10544 R5 FL T L .. f Y! L1 -_„ ! F� L7 1" Eld-DEL i, NT +,1 i ::T 1..,+��� cTh' L'ES �� "1" 1AX. U.C. IN DiAfw�1C ND h F '" I =`,'"V l" ;r"s .1'"x'I r'4 . I; I-R A%'N ST.API- F (JD EACH t:,ROO➢ FF ! STRUCTURAL SOFFIT SF01 T", °"^JITH SP4hJS 1P&',1AiLI [AID F;rANBL(}I.KINJ•:;PFR FFF �FFIT FI REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. x0V (2) 1Od NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD + + IFNCTy PLYWOOD SHEATHING ++ + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP Le a EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL —// SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP GC'.AI F• 1/d CCC CUCCT n7 AAIII z 0 U) LL 0 W U LL U U) 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT e 4 4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN s RETROFIT WALL OVERHANG DETAIL (NITS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. V-0" 5-0" INISH FLO ° >' D C 4> ° ° p D #5 BAR X D q 10" ° D a ¢ p s°. CENTERED W/ g D °D H' IN TOP KNOCKOUT / Cv CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I _I o CLEAN FILL DIRT z STANDARD o P N #5 BAR IN 99 HOOK FILLED CELL ' as �,. ar �9ei n• 0 O�i e.• V Oe. w• Oe �• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY im ur.-n" ui noun SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. FEB 0 312023 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 04 0 00 ¢ O w Q: 0 z a cn/`t O LO i 0 W L o E V/ O c O 2 g i • N w p N It i 7O� V o Em a W W 1 � L ( 0 W H Q W J of Q~ z w z LL 0 Q L.L Q U Q F- ? a X JZ W� 0cnW�OZOE200mZz 0 Z 2 0��0 U U'00 (n L Z WQapwY�llu_ 2�� Q W 0w o Q 2WZ2Q ¢ oQ Q LL 0 , LL O Z N Oui iC!)O M O� a- J U? 2 u) r F— cM O Q >- Q Z U �- Luz� W O O mi CD ICT N 0 N I P` N 0 0 ao (0 r- CO T- ' o N 0 N 0 N N N C)N N N N NN N N 0 N N N CD N N O) 00 Lh DD M 1 O 0) C)0 c 4 o 0 w 0 o o - 0 6 0 Na) ,^ �1 ♦ � 0 0 N 0 M 0 4 0 6 0 CO 0 I� r- CO //��) V / z_ z Z O Q Uo�o 0 W U) 0 F- O CL < LC� a- I.- O�� m O Z = OLw N Z M w � � } � 2 M � Z W Z Z LL w N O_j2z �—p a (_5 a. Z F- Z U �- aU 0 W a Z Z z W W ^ ' N V / Q LAST PLOT DATE Q Nov. 30, 22 O STRUCTURAL — J 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 SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER /. 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS DOES NOT BEAR IN WALL GLUED TO F 2x8 SECTION VIEW "All SCALE: 1" = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D -3/4 PLYWOOD ON DECK `-2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS SCALE: 1" = V-0" `L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING F� ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" = V-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2" TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER 1 rSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 14' X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 t'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll 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 KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = V-0" SECTION VIEW %`3 1 /AIM I.•VIVJ I MUk...# I IUIN Ur. I /'AILJ SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) u 2; PSON M 10d x 1 ECTION VIEW "H" SCALE: 1" = V-0" FEB 0 3 2023 a Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O _ N O M � r i Ln LO ti�a !•�� 4�� Q w J w z Q Cn N L E � 10 o N CO. to } M V -0-0- r M C: E •` Y/ O O c -O �S o • ,C w C5 QN �1 W L OCO) E ° n w LU LJ 0HL ( w ix _j0 <0 LU Z O�q izZ) < 0 _j 0� LL. LL O� Cl�(D QF-u) =QO�Wa� X-i6 - rz0 U) 0 m0Z ¢CYxC00UF- 4 0LU<—Wz¢w �jww��¢0 � IL o LU UOU)0Z 00� o Ejy IL¢ O �¢ LL I� O O Z (V OU,_ ti O M M Q 2 u Lq 11 co �a2� Z V W W J0 O m (O N N O C\I N O O 00 (0 O N C) O r' O O O N O N O N O N O N N N C) CV 00 O LO 0c) O M � O C)0 C r- 0 CA 0 C) C) � 0 M 0 N'^ , 0 N > O CD N M O qCr O LO O (0 CDUi I- qzt Cr 00 �^ VJ Z Z O W (A O V0>a I- o - a V O W F— Q zWF- =moz ('Otw N Z �ZZU_ 0 M w N OaMw CDQ U('zz Z �QO ry z U U � 0 0 m a Z Z z w J WST N CV 0 O Q LAST PLOT DATE > 0 0 Nov. 30, 22 z4-1 O J STAIR DETAILS I .I 1 I I I I.' .. i 1 u i ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 174" 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 IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LTNTELS ONLY. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD 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 LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAZT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.08 8F12-0B 8F16.0B 8F20-0B 8F24-08 8F28.OB 8F32.OB 8F8-18 U12.2 8F16.1B 8F20-IB 8F24-1B 8F28-IB 892-1B 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 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 il'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 1 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-40941" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE TH LENG 8RU6 8RF6-0B 8RF10-0B 8RF14-OB 8RF18-OB RF22.OB RF26-OB RF30-OB 8RF6-1B 8RFIO-18 8RF14-1B 8RF18-IB 8RF22-IB 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 1917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 1 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 C�RVM SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 Y-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 89 154' (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�_*94" "''� ■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90') PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 CA=-4m" SAFE LOAD - POUNDS PER LINEAR FOOT I YpE LENGTH 8F8-IT 8F12.1T 8F16.1T BF20-1T 8F24-IT 8F28.1T 8F32.1T 8F8-2T 8F12.2T 8F16.2T 8F20.2T BF24.2T 8F28.2T 8F32-TT 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 1 2524 3547 14569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4' (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 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 113315 147115 1B1 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4' (136") PRECAST 474 485 798 15 t034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 = 1218 14 410 420 709 1050 1434 g 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 162 222 341 1 446 1 546 12 646 12 746 12 166 261 1 424 616 1 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 (131 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 1 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 49 110 566 10 124 200 316 450 600 1 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^=r_4M" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10-IT 8RF14-IT BRF18-IT 8RF22-lT BRF26-IT 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T RF30-2T 4-4 (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 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 1 1651 2204 1 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1'-0" kal FEB 0 3 2023 V-R/\ /* Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS % > D > D C C C C 8F16n1B/1T 8RF14n1B/0T He d `S_ > D 0 ° ° 4 >• D o ° o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED *0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 11-1/2" CLEAR C.M.U. G J = � J z Nu n #5 REBAR AT o� a ° BOTTOM MIN. (1) CeLLU0G REQ'D N z w 16 GAUGE POWERS LM d 3 " ° STEEL BOXED r, �a 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J Ln Ln Q z O z = C C #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. --GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N N O N C) O M ` LO �uI O 1 co LO Q ti Lu a' 0 W Ir 0 z V) O u7 - E 11-�>- 10 O W \ [] C') N G1 M °p - to 7 } N rcn -0 -0 M E = r O u � Og p p Li0 o Q U � �V) p U w aN' 0O oI W L w LU aLLj Uj w0� w H Q~ it 2LIJ J � Y z W Z LLj CC 0 Q_jUIt 0��00J PU Z)a:Dx1ZLLLL_ZMJZ�¢U C'1 ZwIHV_gw C7OZOWO0mZwuYez0 _ 0aO. C/) 0 p Oo C)zQ O �O(D U ¢Q0 ¢ LL O O Z N 0� >(1)o ��_Mf`- J LO CL w U- ti lq M Z C) W w _� O J CO N N O N i N i O O CO r 00 0 N 0 N CD N N N C)C) C) N C)O N N O N C) N C)N N M U) M O M TL N O M 0) O C 1qT 0 o 0 CD Op p� a CD 6 0 N Cb j O o 0 0 •d' 0 0 0 r- N M LO co r- CO � V�/J Z Z - Z O C)0 } W (n _ � V _o� F-O o Q a O ^ rr^^ Z wl¢ IX r� Q F- � N r�I�m0Z v Z J 00 0 M _ZZLL � LLI N O�2z 0 Q U�Zz a Z �¢O Z U O U O a 00 CC Z W J N " uj O O LAST PLOT DATE Nov. 30, 22 z 0 STRUCUTRAL J DETAILS B (LEFT) E 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8'' LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5LO)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'S' DETAIL'C' (1)#5L(1)#51J DETAIL'D' DETAIL'S' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 636 1712 1712 64" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7'-O" PRECAST (2) D4.5 WIRE (21 No, 4 548 1001 1001 979 988 944" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-4" 10,0" PRECAST (2) No. 3 2 No. 5 355 1 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1l'-2" PRECAST (2) No.3 2 No. 5 312 570 570 391 570 13'-4" 17-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 (2) 7116 strand + 14'-8" 13'4" PRESTRESSED (2) No. 3 N.R. 522 522 360 499 2 No. I54" 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) 7/16strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. S N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. S N.R. (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 203 203 155 215 R N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED •r DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P-PLAIN LINTEL/ aUANTmOF#5BAR AT 5-SOLD LINTEL -I r LOWER LINTEL•-AVITY [8xl I6-P-1 L/1IU] NOMIr1 AL WIDTH•IJ `"LAN?RYQF#S BAk AT NOMINAL HEIGHT UF' PE R I IN I E i CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(I)#5U (1)#51L(1)#5U (1)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL')' DETAIL 'H' & 'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No, 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE J21 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" 614" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 614" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 26.51 2811 814" 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 1024" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 1 760 1149 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 1419 1419 850 347 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 993 993 600 1084 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-81, PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'4- 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED 2 O N0.3 (2) 7116 strand +2 720 720 366 716 No. (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No.3 No. 5 642 642 306 599 ;'� 1 , •r,,t •r't DETAIL "H" DETAIL "]" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ GI VANTITY OF 05 BAR AT S-SOLIDLINTLL -1 rL4WER LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDIIJ I '- QlANTIIYOF#55ARAT NOMINAL HEIGHT IUPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" 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 SOLID #5 (2) U (1) L DETAIL DE DETAIL DF' DETAICDE&'DF ' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 7-8" 2'.4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-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'-8' 3'-A' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8' 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 5'-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6-4' 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'4" 8'4- 8'-01 PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 ,s;, s.# DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P 11AR LINTEL/ CnIANllly oR# 111R11 S-51LID LINTrI FI OWFR L IME CAVITY [8x16-P-1 L/1 U] NOMINALWIDTHr L�0UANTRYOr B50ARAT NIDMINALHEIGIIT U PPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'S' DETAIL 'I' DETAIL'S' &'F' DETAIL'G 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-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 1 1992 2112 2112 7'-B" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10141 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1 1'4" 10'-0" PRECAST (2) No.3 2 No. 5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 1 V-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.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No. 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 7. No.4 19'-4" 18'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No.S 20'-0" 181-8" 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. 22'-0" 20'8" PRESTRESSED 2 3 () No. (2) 7116 strand + 488 488 260 493 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P-PLAINLINTE./ '�'I _ UA iJTTY- L 115 BAR AT S-SnLIDLINTEL 1 FLOWER LINTEL GAVRY [8x1I`6-P-1L/1IU] N�JMINA: WIL THj J I -AN IIIY L E #S BAR 4' NOMINAL HEIGHT U ITR I INIH CAVITY DETAIL "E" DETAIL'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(I)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DGTAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 1DODO 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 U-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12-0" 1O'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1948 1948 093 1591 No 4 15'-4' 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1774 1774 996 1494 2 No. (2) 7116 strand +-4" 1T 16'-0" PRESTRESSED 2 O No. 3 368 368 771 1264 2 N° 4 9'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 1084 1084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED 12) No.3 (2) 7116strand + 1008 1008 573 1048 2 No.S (2) 7/16strand + 2Y-4" 20'-0" PRESTRESSED (2) No.3 877 877 501 966 2 No.S 22'-O" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7/16 strand +(2j 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 740 740 393 772 ryim w•. DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION Y-NI AIN LINTEL/ QUAN11fECF#S tlARAT S-SL111)LI IJIFI r LOWER L INTELCAVITY 18xI6-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY 6E #S BAP' AT NOMINALNEIGHT UPPER LINIELCAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl 6'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR S17E LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL 80TTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 #5 1 11 LJ U(1 (0) L L SOLID #5 (2) U 11) L DETAIL'DH' DETAIL -DJ - DETAIL 'DH' &'DJ' DETAIL'DK' 3-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 7-8' 2'4 PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 Y686 10000 4'.2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4- 3'-0" 2'-8' PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8' 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8' 5-4" 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8 6-4 6'-4" 6-0 PRECAST PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8- 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 •• �t .'•r � .; •r 1 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAINLINTEL/ -1 rQIANTITY0FITS BARAT S-SCUD IINIH. ICWER IINTH CAVITY [8x 1 I6-P-1 L/ l U] NOMINALWOTJ J L1V1ANTiYOF# KARAT NOMINAL InGIIT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS 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 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GROUT - (PLACED IN FIELD) 2" 00 TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN STIRRUPS AT 4'-0" cc OR WELDED) 'OM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) MM ° ° (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN w32" STIRRUPS AT 4'-0" cc 00MED OR WELDED) OTTOM BARS E SCHEDULE 7 5/8" BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 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 (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL- ASTM A615 4.2 DESIGNER MAY EVALUATE LOAD TABLES BY CALCULATING MAXICONCENTIMMUM RESSISTINGTED LOADS OM THE SAFE MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTFL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DEIAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'$' 3-4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 1 10000 8615 10000 6-6" 5-2' PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'_8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-O" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 2'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 1214" 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16-00' PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1254 1254 702 1271 2 No.5 (2) 7116 strand + 21'4' 20'-D' PRESTRESSED (2) No. 3 1092 1092 614 1167 2 No.S 22'-0" 20'-8" PRESTRESSED 2 No. (1 3 (2) 7116 strand + 1023 1023 576 1121 2 No.S (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 898 898 481 947 , •' 1 T• ♦• vp DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P- PLAIN LINTEL/ f 1 ANTf1Y Or 11 BAR AT 5 sl:, I)I1 I'L F LOWI.R iINTELCAVRY [8xl6-P-1 L/1U] NCMINALWIDTHj j I ` TANfIIY C,,#b BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" 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(I)L SOLID #5 (1) (0'L SOLID #5 (2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-B" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 1OD00 4'-0' 2-8" 74" PRECAST (2) 04.5 WIRE. (2) No.3 6054 10000 8442 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 100DO 4-4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 1 1MOD 6836 10000 4'-8" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" J4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7'-8` 6'4" 6-0" PRECAST (2) D4.5 WIRE (21 No.4 3338 3338 1640 3122 9'-8' 8'-4" B'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 Y •;f •,0 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION 8x16-P-IL/IU %V"Mjj L wwwrl UNIT'2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGI,, 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 SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL 'DB' &'DC' DETAIL'DD' 3'-B" 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'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL'IDA" 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 UPLIr7 SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L # 1 L SOLID #5(2)U(1)L DETAIL -DO ' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6)49 10000 8604 10000 4' 8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 5044 1DODO 7066 10000 5'-8" 4'4- 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 1D000 4325 10000 6'-8" 5'-4' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1 1183 2844 ';.fir �� !..fir �t ,.•�r •1 •{'41: 'CZ,: '{•�1 DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION [8x16-P-IL/I1J1 TYPE DESIGNATION - PLAIN LINTEL/ OLIANIITY OF #5 BAR AT S-SOLIDI LINTEL -j I rLOWERLINIELCAVIII [8x 1 I6-P-1 L/ 1U] NOMINAL WI IDTEIJ J `� OUANTRY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY FEB 0 3 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" PLAIN 8"x8" SOLID 7-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 C-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'4" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 27-0" Prestressed N.R. 127 Prestressed N.R. 100 N.R. = Not Recommended N N O N O Ce t+ { - ` LO o r 1.LO 5. :. ..:, LO i- z W riW ^b O IJ W z Q V) W Q) L0 L NO N 0 MMF M 00 7 U Cl) Vi 0000 A� E C L p TT Y/ O 0 2 0 �� 0 LL O d Q •N t UU ■ W QN O � a LL1 W w W Q~Q X w g Y z w z O (� Q Q U Q�X JNO0�WnU-Vo M00 ZLLtiCz20OH¢Q 0rnCC90 0W00M ILL JO z V ('1 (n 0Z ��0FZ-wL <I� Q -zO V❑a LLJ QQ � L O 0 L 0�¢� O O Z W O F- ' =J M O Q % M C W W M M 0�CL2T- Z U F- W W0 M1 O N N O N I i- N I 0 O m o0 0 N 0 N 0•- N N N CD N 1 N I N N 1 N N 1 N N N N OI N M o � O O M 1 N o M O C d 0 0 0 O O �- 0 CD 0 CA N ? o r- 0 N 0 M 0 d' 0 LO 0 CO 0 r- CO (n Z Z -o z_ _ O �Wcn () -� ( X) F- 0 W cl�d W F- z W I- = Q m 0 Z Hz z Z J N 7 Z X (Y') Z Z ILL O LU N O�2Z O Q V�zz Q ryZ Z 0 F-' U � OU O W X z S12 Q z z W J WC%j ' ^ N 10 LAST PLOT DATE Nov. 30, 22 z O STRUCTURAL j DETAILS B (LEFT) HURR/C,QNE Mounting BrArl on )1,1 C1,"el. 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Tau FlLer.C.lowt and Snreot, -liar ........r,..9a39A Gqu0(1"EtI L9gtnt Glazed WWlded I .,,.. M1k1 Yes yr•,. , „lu en' III Mee Et%e Fiberglass Double Door will - rnl ' 1 ,lined W1n1(Jcd Opm Srde'etes tc g'C ulcwatg. xx c, O)IM wntigunbons) Tli F.b.x-CZaawc and Srrax,tal-filar ., n r A I Ao3rr;9 4gvnrl,ryw<t8qunt Dpaque 1 1^!'; r'r•': Nu Yea:- I-D,n!tw"te Logo howrgl'a&s Shale Door wdh I1401dded OrY+n %J.IrtL1(s) 8 na'+'ling/Outawing: XO. OX or OXO anr,iulanons) IT p-I ,mw'Tnl, FILwa Classic and Slnru)1h-;Stxr ale"Inal CAOV3 3quo(1rrPttAQWL Opaque I`ti I'; G,'' No Yale 11!1 '_npolat. Edge Fibwglass Double Door v4er o, vathout Glesed Molded Open Sdelttes nna,wng,VtMwwg, xx or D)OK) mnnguratma) Flonda Dapartmerd of Business & Professional Regulatktr F.,. I no Rt,l'(7,'Ig Cxkes and Standards product Approval Application Detail EIINht.tt. BIEt I&I gip w.aa,a gala TYlot'. vervon Marnllt£mm .r ffi ottolAm A Ll::e,rv. Yaall" q.mF V41,14A lWklt3'IIII.A4 P.RG..Aakiprol Aaal:Point "A, I,,. < •,s,.n. .... nor Indudirice. Jane Rou+wydd kYani 0eakr Fl*. I ', hAo, , No, FYI;CC, - VAL M.ron".I C.n ot.y. Faerlw D—teal)4SE C100 i h6r 3' 5.',5'.f0 eLbCoNgory. $Jung FaMin rr•. ....,nx.e Irutw+•4n�+pgrndu,aeea a•. l: arvI,_ malu om Gaeltatt- rvknnI a I MI,.,p am F LaM A03 Rod"ts GoIlly Assuranl Adbrevtd Its Use aye' 'ynq I We, OEM Defilo7 eft Rm,ra Moral MuY/r or ftnom $g�,j ,IJg{fpg Cr. aearA Eadrr�m pis it, NYXZ UA.d. -"I hest= lnood1bL4 Y3DS'. o;L.r9.M 1. ltnrad) V.rya 94e9 Ores, Dar ., 1e "J:" Y., K rue August 10, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, pease provide the information anti approval numbers on the building components fisted below if tl,ey will be utilized on the constIruictlo^ project for which you are appiyirg for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expel Date 1. EXTERIOR DOORS A. SWINGING The non aTru ---- Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 _ +67.0'-67.0 psf 12/31/2022 - Therm aTru --_ Fiber -Classic and Smooth -Star (IMPACT) _-- FL20468 +67.0'1-67,0 psf 12/31/2022 Then aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80,01'-8010 psf 12/31/2022 B. SLIDING M 1 Vv'iraows and Doors Series 420 Series 5570 _ -_ _ F L15332+ 1 - FL15332. 5 +40.0 -40.0 psf 12, 3112024 PGT NOA 21-0205.03_ +38.71-38.7 psf 4/14112026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000, 8-100;'8200 =1123 ,16X7) FL8248.10 +30.01-33.5 psf 12/31/2023 VVayne-Dalton Series 8000,8100:3200 #1124 (116X7+) FL8248.11 +34.41-38.3 psf 12,121/2023 -�- D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,737.727,714 anti 847 Single & Pairs of Doors FL11537.1 NIA (see finst sht') 12/31/•2025 I2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60,0 psf 1018/2023 PGT Series 55100 F 1 239.2 N/A 7/30f2025 Pella Corporation Series 10'20 FL11206 +35.01-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.0,1-60,0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2)16/2024 Pella Corporation Series 10120 FL11161 -- +30,0,-30.0 psf 3/27/2023 Pella Corporation _ Series 10 Sliding V,Y�indow FL12811 VA 512512031 C. FIXED Ilvll Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 41,3''2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10'20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation _ 10 Series Flange F;xedl FL162$0 NIA 51`25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12131/2024 PGT Series 5500 F L261 A N • A, 5/26/2026 I E . OTHER -. 3. PANEL WALL A. SIDING James Haraie Bulrcong Prod, Cemplank Lap Siding ano HarciePlark Lap Siding FL,13-192.1 - FL13192.2 NA . 12/31/2023 B. SOFFITS Alside So id and \.'erted Viryl Scffit FL15272.1 - FL15272.2 +75.0f'-75,0 psf 12131/2023 Alpha AiLuwinum, Inc. So'ic ant Soffit FL'I6544 R5 +54.21-54.2 psf 7130/2023 C. OTHER 4. ROOFING PRODUCTS 3 Tab. Dimemora _ 15 b Feat Lroer',ay anent A. AS P HA LT SHINGLES GAF FL-10124.1 NI'A 121612022 B. UNDERLAYMENTS _ Tamko ;for Sl,irgle Roof) FL12328 N/A 6/29/2023 Plyglass USA, Inc, (for Tle Roof1 POLYSTICK TU MAX FL5259 N/A 12/23/2023 C, ROOFING FASTENERS NOT USED D. ROOF VEN71LATORS Thompson Arch lrvletal Comp. Off Ridge Vents Velnt R\,' 10 _ DA-4 Exahust \,iert -- - --------FL17202.1 FL16918.1 - FL16918.4 NI`A 9/9/2026 Florida Metal Products, Inc F121580.3 N''A 12131/2024 Lomanco Inc --! t +97.51-97.5-sf p 12,110/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12,31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12,131/2025 IF. METAL ROOF Drexel Metals. Irc, DMC 100NS, DPJC 150SS, DIvIC 175S, DMC 200S, DIvIC 5l,,' FL17679.1 +01-180 12131/2025 5. SHUTTERS --_--- - ----- ---- A. STORM PANELS Global Protection, Products Galvanized Steel Storm Paneis FL•15076,1 - FL15076.2 NIA 12,131'2022 All American Shutters & Glass Galvarized Stee! Storm Pares FL17869.1 N/A 12/31/2022 - -- 6. STRUCTURAL .- -- - - - -- - -- ------ - COMPONENTS �A. WOOD CONNECTORS/ ANCHORS USP Structural Conn, see chart Simpson Strong-Te see chart TRUSS S B, U SI S PLATES _ _ ITW Building C m rents g o po Alpine Truss Plates p FL1999.1 - FIL1999.4 N..A 12/31/2024 Mi7ek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31,12022 IC. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL, PSL. LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D• NIATERIAL Cast -Crete Corp. High Strenghl Lintels NOA 20-0630.15 N/A 9,11'2023 Commercial Concrete Products. Inc. _Concrete High Strength Concrete Lintels F L1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of trlese products, the following information must be available to the inspector on the jobsite; 1) copy, of the product approval, 2) APPLICANTSIGNATURE DA TE F,Dri{tR DepofIme'A of nusinerl P-nfrss:onal Rrgtdat,on ps.J.I CO kiutliling Codes doG Standards > 0Product Approval Application Detail t ► r CL Q145111 ErAfty or dare L2llri' nut" 1191,011a Lim Varsbn lean vfacturrr i S Elnlneer a Lioenae Yaldatemd Bw Validated y9uomltted r©C Approval Aoornvetl _ � •/ P"'on 020 2Thermt,Tr L Ir,ar;o Slo_Jaepelson LyndonF SdhrrrdLPE Ryan King, PE 97r:.r DST) '1 r e;i1.TM1 [ ")1w170 101130620 Apprwnd TT� +� ,r1 +, Category. F 1 r '>< (800) 843-7628 PE-43409 (813) 767b565. s"� J �--� /�•� Subcategory. ,•+nJ no n 1,>' Clo:a Assarrlbtel, a)aspersonarmanmtru m ; /rt U) Compllenet,"Gtod I rV^Rerarthoma Flonde R.9,o—i A',--f"l re, --nonC 1-1. ,a Prdea9hnal ErF;y ,r O F1A204704t3 Products, O , O Quality Assurance Aooeouea for Usa Aonleved for the j�Yi1i ( O Sella Prnd.I11 MMe1 Nunn b.r or Name Product Desenptim contraer ENnlrAn on?W NHVHZ Oulalde HVt4Z RoulvArle Protesters _ 1 n Ilavn,n .,.F cc r::,in­ And t,m>oth-Star Nomrnale&M38:88quothmped&L];,n ')PRqu, 12f'1f, t7;';' rr» 'i ec n .t,� O -fir yM Como pte Edge Frb"Il Sengle too, - ••• (� O Ilnawr+ai Oviarkng, X conh9, tPn, 2 h Ttrr , '.,.7 n+•••;'. +� :Ind Irnrv)thi Star NommaY 88b398 &qu5tlmpad&quilt OFxiue t2ril".1022 rr•.:. 'F.,': �..• i.A .� (� Cont Ann Cilr'kltss�(1m .6VOurawunp XO, OX oIr OXd (n E..•r4�-Y•.ut' L 3 C. Thwrna-Tru Flt»:.r-r+,l lax I , I I r:, i' .I q PM�Iua I V31 ✓2023 Vp9 V..w •„', ra'A, � r�t O � Q cpnrl uraklo r9J 4 V 1 ,, I+':'':r.0 Nr nil tr&A ✓sl,f & u t Impu •a& IYGt ! C y r r llo E'IS P I t. III Va ua Clw bon IDoor o th or „Arn,1 r nAlln , I Ir .' I grr'.:rtrru»unP xr, or nlXa'c> i.1 � NJ i •`�L (nl,d,l ,1 r1 "1Y'larma-Tou F+utahr-DWaac: prod ',1mGottl-7,5Wiu rd'_ a r7&A r5),I L ll h',t +rp­ 9 p 1 rplxlgor II Yes Yea '(oa !,'A I a Iq.+,wu E.rkJr F olxl';IInY, I";,,glc xn, g n9YAng)CAu1antl H ronrquw-,I .+ i1.•„n. '+,.F Ia•..TA ..I nnrl S. -thSta, Num-, UNIVI rJ P'7..,nil-p.a 1 It eJlxa7,a+ 7'I:it(.AI',?I r , rr. Yea WA Comrosr» Edge poe rgl". ,ik g1e I u:Kr".i n Sidon tI i1nownalOutotwng XO. OX or OXO catirgarauona) 0 t TrrArma•R,., nisi+-.,1a; ., .� a m,u,•Vu Nominal UO3V 0&quotlmpaG&quot. Opaque 1Zr3i r2022 5r, ,... Yea WA Cornporle Edge Fonglon Dooltap Door oath or wahmr SdNltea (Iroonn gIOlAaunnlg )0t or MO A Therms-T nr Fiber-Clasck ann K: rr ,,.. r 1 a I t ,,, Fq 1 Ja]"•I 1r70 2 Yea. vas few "JI, 01'assc and Errol Stv tau r 6&a30 A Bel J I p 1 1 r•J ,.''t . C." Yea Yoe Yoe WA C'orrr x to Edgt F be NI 1l r rti yrjalf 1 yln5w,n{y" I .. [ : ';(.' tonne a,r)n,l „ In.,nu eel, Fl�r-C',krxrab.alnd Sarr3ath-Star plum rl1&a3YJ 1 1I r .,I 1;'7nl l,'J_-' Ye,, Yoe <F.: ndA Fit Cara )tap Ye, Fog, F ,,i JI r a 1 .MV nut tir1aIl11rxMl (Inrrv, el! .,Pit , +rN„•,.) conflaurahtnal LIM I' F'n ''`. r& L nlar's•d-'ItM22 Yee Y ) Yes Yaa I tNr1a¢.- ru •bw- Isaic land "�nurralh.;'':d,+r rru el pi np., 'rid• F Inry ,.. .r yu. lk,n;, n-:)Ir,}11xN+nrj, x.nlr,n�.oso.,l (1 I h,.r n•uu Tru Fber.GlmelC and SYnoolIr Nn ASIQ 4' I.11,• t%q r a!r•n ir.1,-. Yaa '!eK Yale. WA Ur ' i tMlar � ,lrthwnl,f'...,•nr,,) 'T'.. („ NX. ) (11I,rI g,l!al,prl a) 1: Ir,cM nu-I,u r+[xu-Cbawc are SrnopltlShr Nominal 8&r36.J 8guoUrtlylat'3N.,'�t ::lied IZ:.:I,:Q­ Yes Yea Yale WA Cora p+)r.te Elge Fn,a,gldns. fawMo f,,:., :a•', G. vntn.IA S.Jeittse (Inm+,rq•'_id,r-�.,mF3 tr, n, ixxG Cohfiguraaons) 13 „ 1,.1 TI„F1tnv. CLAS&C and Ssnoth-SUr Nnmina161a3P&&ywt.lmp�ct iq,.": :t-iAr Yas Yes Yet WA Composite Edge F"Fglam Single Ebel Min &quot:tJon-tepad&quot Skl lhe(e) f l n"rolOubv,urs; XO. OX w OXO conrQurabona) 14 In Themee.Tru Fiber -Clack aid `.mn,In :.re,, Nom,ns l 6&a3e,8 &gtaotfmpxt&quoj Opaque, 12t3112022 Yen Yes Yae WA '-.OrnpOsde Edge F,te191as► Double Dorn Vrth &quut.N-Impaogauot Srtalaas(Iruaratgouts-Io. (''XXO , 0"o"Ate"'r 1. e,Tt,rxrral-TruFlber-Clwsrc and Smoulh-rit.nr Ncunr:nl et Illt „wMu.>'Yes Yea Yoe t-a+A Compoore Edge ritargla„ :i,ngW Cxx, r'Mir, &quotNon-leviscl&quot Sdaldaiv (I nsverea7CAdrsYeng; XO OX or oxo conhoursbars) k8 to Tnernra Tru F,oer' Ul"c anel IA, NnrOrral PASS () Mtugtlmpod&quirt Opaque 12r31 QG22 Ya6 Yma Yet; WA +) la -In Trig- ylaa, fkv l.Re Dix" ,sb 8[I nl;hhvr flrpurlt 7 nl, :-.i,l hill I :,ars,J:C ,,la,vn ry), O'XXO GOnligw11e0r ) 1' „ll.•rrn. I,,, F',ow Olessa: and Srrr)othStor Nrsmnnsl6batr3g,8&q,,.x.riun.IlnpamlEga.i Capartua 12,^172{l,`i Y,.ns Yea No WA Composite Edge Fl"I"Ises bingie Door (InswiFrgltleaavnng; X configurit", F,o,R-Closer. and Str'Iooth-Star Nomnal U#39.8 &gt(c4:Non-ImrM,1%o C1 Or,aqua 12P1 izc0 4` rM, Yes No WA Compoane Edge F16englas, FNnpk' r)r- It. Sldeite(si Onsov glr)u1:T'M,nr:l. IC, ';):ell! ,xunftq waMny to I-Ar., 1,:latrix and Smooth -Star Nominal 68411 &qux.Non Impart&q.n'4 Opaque IY4I r2022 No WA Co,np.al EM. Fiberglas Double Door MIM or WMOL4 SnaYted, (NrsAwrrgrOutwnrrg, AX or DUO corfig uraeons) 20 t Tnerma_T1„Fri•- ...I,.r. ,,I: nv4+n Star Norrunat 88039.0&quoLNon-Impeu&quot Opaque 12)81 r222 ,. Y No PUA Cornpowle Edge Fiberglas Single Door (I ne"In "Me"Anng; x ""I'19 rston) 21 u Pee,ma-Tin V,i . I and : n Lo•h-Star Nonvnal8&iCXi.O &gtuotNon-Imped&quot Opaque 12fs1 r= ve, No NIA Composite Edge Frbeglass Sngle Door Ara Shc eftv(s) Maay+ng+0irtsvnng'. XO, OX ar OXO hrt, atn al ._ v_ Ther,rn Tru FIEnr-CY,'1rv, sr. 1 vI '1:.':.a.r rJ.,,' dal r.1P..a:,Fl U <.ny,¢,d,Nkai-I r4saxa&quu1; O{>wJ,r 1213'W2c122 Y_ Y.a No NrA C oij. Floorltlawa 1"JOeme Door 49, 0, ur r I 111,e,,, lB r un,Ygln:A49—g', )Q(1 r•7XXID n r f fa rat l,-i Yr TtldrnIIII III Cllas„I' Innh I.A'I,o 111 t,J, 4t r?I>a;d„ t, 1, Jr')Lrka Irt4ou L;&quea„ Glaued 12,3}a<rg2g Yes Yes NVru NU,e, .: , .,Inn r,n l -ru, to rlla 4 ha 71 wr' t:I411M r10 r Ili N . ul' ,.v , '7„r I,.,C{I I ihenr'w- To'u Fitter clitlisa: and Snrtrxr, 1a1 rl,u, ..d n4a'3s1 +5•L",l rr„ ,{,,,.. 1&It „.". .;,'c-i 11`1"_1)__' Y" Yea Ilk, NlA .t ftlla tv In•.' 1 1 en ,x^ ^,4nfr�V rdbpnl ,Floe, +=1asWC 0nd Sn100th-SYar NVm,nal 6Sp�.8 Squ U„r,yy, Ir rlpa"I°n,,r,:. GI;1<W 12r', �0.': Vea Yet. NO N/A Connr~t Edge Flberglaaa Ioutt, D,,nr wth 0, Wthout Sideldee (InswongfOuhneng, )(X or C=O conripuratoos) .. Z 7"Ittl1i.1n, F,OecGamc antl ",,t ' am N' man S34-0 O Xi,inthkr. lmWct&gJoK Glazed 12rTL'yQ-2 Id Yes No NIA , 'qr^tirn I Ia,It• t 1 ;u.nF ',U,g,M 17xI :Ir •;H r310.,1. v.xr,) u; ,rYthgl,rANFx'0 ..0 Petro. Tru FFter Ct4609'. ar,d Rnc s, "�,. N, 1 - Y a]_1 S n„ , I e+ 1 l& a :: 'v MI 1?J::1r[OJ2 Yee YW ":K,er.: 'In,•.I ng„_,a .,,,.,a ).' r,.pnrg tnncl :. rt. I1,<'.r,•a T'rw Fiber; passe: and Senodh rd Mir No 1 &. b KI 4 1 1 r.. a I urrrl 17�'•. b:0,: Yes Yes Niel N" ��3 I/1� r3,)PF ee .I I,n ton Dw, Mth0 B J 203 J L c:cr ,qu araurur.a Virtl. Review Assist, Inc. Plans Revi completed and appr vied F•1DIOR oepwt,wr,1: (4 BUTAn4,3J & ^r,ofe55,cna'. Regulul'Lin for co pliant ith the 2020 FBC 7th E ition Bulking Codes and Standards "bl'Be Anne Klahr PX2300 Product Approval Applica llon Detall ;'r,J. e',laY'x QYt eta Dart ►wldrra gts .D= ywy„al Mru,raGturw ygmy,L F:,Ix,wurai-law,., vJl-r`.ru19,r yypaap Homm F,8QAga= t'Igmaml SULU RMe4 a0-,h IAI,VUI,H'+•1nit'tows or 10 Lu,eRWrl Init,. V�urnM llr,?,%T t!afl20,n) IGM6,2090 1011'Y20M 17n5R020 AWoed Cut.joiv: a ntn[a t'-ol 11171 366 3300 PC 0-114 , r17) �17-a15a '8wCAl.otn' `7'+unit i'.+r«,,' t^cor AU1wYtatY nruing.1401 .o,ow Carl,{1lwca Meho,t f,. N I rI. :NI a ., a Flaabis Arp, otot NmI rl1" + 11LIII..I. Praasswrrw Engnan rani 5552,811 IR-pdvd, 91r191LeiauanF:a raRLrrrairatv)r Egaa:S�Ys!L:9LILtb rgmra 12nl1a3 Auk h24uetM2d1iJhff 1tA11.4aIN N9,WDtar41ptl9n GadrM Dallt In Rtttilaid "lasirt 7 SERIES 420AILUMINUM M0 .11;If. , A;T At 1l MINLIM 6G0 nx0 I Will N24 No Yea Ir, N,A !It < J, 4'.-0 eilNpuol. 017D ,X XCACEO SERIES aiq KUMINUM SGL '1plr-'<•C Al'1MullM7:D .:X. ;,tO. XX 1f1R024 No Yes ass, 11,n 60",,i N )rJ-Nil/afORCED 5ER1E3420,ALUMINUM5a)RFII0l , Ar r'.� ,LN1C .: O At. UMNUM 3GD REINFORCED O%U ,Zn1=24 +' rid Yes ,ar, NU ,4'. f:an,gULa raltd,Ud. 4 SERIES420AAUMINUMSCi,REINFIJ,I,! IF011rfi420ALvs1RILIM93DREINFORCEDOX IW.1)N724 No Yes `e) rl,A r SERIES 420A4uMwUAr rrr. nl III ,:1r.,Lr RIE'QO ALL JNnNUM SGD REINFORCED XXX 12lst r2O74(D t47squd.x F54W IA Florida De pa rtmord of 6wo no,0 & F'rnfres anon a Rog it lallan P.R. II ley R1+11IIIIRC 1 1' RN A fa I S1 an r'I811144 I I21:t1 F= -4-1 Product ApproVal A14AIcattorl Ot4711 rea-ell (D QM Erem or label -1" nw,rtFN Was i�gq VersionIl4n4aattur.r Cylgetq Emblem 4 loctilat VaIMWtl N , Vr� d✓L:PlIIfl rgr AdorolrN Sgyrovoll $m R"Sen 102(A'+yn+, ..a „ wr i-;.rn.au Doi, ove,,-a Kaman ;o F SL_ r_ J."aryP A,,,— PF ;,-t :., n,rA:Y7J1 r.!'y_iei 12A S2020 AopwAre,1 C pt•o+n >< (330) 763 6121 PE-51-33 (971) $21 52% Calegwy r, dkdnrrlQwayne•ddmc 6uMrepnry. m, r..e-.ondln Ova Caeph rxa MelherC' , •,. :✓, rrpm • `w Flptd4 Rag151air+f l+•.v 1, , i,+ t r on,:a Praaa,kalal Engn..re � O f etu45'R2(, AL VA 0 (—Ift, Ateu arcs use A-renlmlSe.IB! inomom Gas- A. p p S.L mnaYrm 1n aE1RR 1 r1 a '. I 1DAnr a±HvhL Rr.lY.nl4 It4aUl:i lea.' rcax! 4:41MX thou, NI, 1.411d N Cutma WI A m 9{taY,1, XL r,lln"1+141 fa',unn p'nl a1 al75 'I.4 1 Na �.4�11 la, t.F Ms, ,ra,dn 'Cd.tlmg IC'J1.^eI:,2} t}r Y, 1, YH .31 00F'15d0 T." 1h 10 e, 1, fl,"'ll at.'"w1r) 'IG NG it kJ 1001Wit 11? 7123 I+; fit,, I'A"t ilh 1460"i) Ma<hdot.l@mol 1241=n flu Yo Yoe »30t000350 a1'a I,t t n lot' n''�I,I 11,•4 a n< a r. 'I '� - li Y .r u, u 1p {a)atf]I s,. � r 16a409- Mea with 'sells ANA F I .Mann o es Y'. , 4 Ep V A, ,A J - " 4 awYebl. In top Ot PtreRnedeMe aed Nfn Florida Department of Business A Professional Regulaton r.v O BLWdng Codas and Standards . I Lme Product Approval Application Derail ELafilYlJN �a•" ri.4Qt 681e[.9[ Delp DUI 0"P3tid- 2" ;alga YActim Manurmcgurm, CtArtattEnNrwMaLYce,rsa y ,pc Y4eg" Naeeu„Itad ISGAr 000tY Atz2 l iluDn n(ed,Ion 2020 Catntle ClYtam IAAdx h>n. Tom RaRaI, uL LED Troy arahop. VE t: r`n Ti:O '. ni,:I;;+: 12R1/2020 ApOrpad eaat.goly E lend LK,n ts41',I4ar•2t13 rs54Y a47(NaO aLbCal.pary Ir(w I)rt , I-wxerrla to'a'I.ratl,ryl®aew,hlq.tt Corrpilan VWN,d (: A I+ a,ra•. 140, ea" LIX4rtg ^, rt8'11317•Rs Pt"", Iiat111Y AhsurarKi BODfttzldT9TVst RRrag\RIL1hr Imgacl D4Ytg'' i 1 Eta R'paud Moor. r:umar p nar,I. $�,g� cQareot Emaelon Day in HVws_ a,nwa uvNr g.Ucant pros 's 1..� I 5pr. 707. 7211a7157. ''' +"!,/'•..,q4 a•4 r'se, of n.at. GM.,d. end Lovwrerd shgb and porn or IW1 r2025 1^, a. Yes N/A Doors nonom, al doer. O CZ CZ W =1oFida relxtrtnlrn, ci Business & Profrmonal Regubtion page a2 Balding Ciodo5 am Sandardtt e.'.".'r Q PHarit rt Approval Al"Icatinn Delall J z # Amt7 was _•,: ... r,fypP merty.M' LiRSi Dxi no. to., AN non, _l ysitl V-- mi nwach,rw la'mlagl F.Ianw a l •nwna validated 0, volloteed Subtrift d I LIC. apgrg4ay ALL= a_ HnAvs, I MI WNlndrwna and Doors Is+m 1: 1. 7ln III UI101of 11M712020 II!1!raRU-ip'°y13., %'nr,and cu,,,Pry'rMn:ln'r, (r17)36v3300 en.„vf 1 . .•,rxtla, ,t ,„'Stet sd,casuory' 'un.y« au„:I b,tirpr�rrard can Cenlpllaol M.Ml aril .:ent'..fi Lr VI, unno QuAft.a,„,­ A:aaa.wl for d,a Aw!uvad : III d,a 107aKt gmm SHEET NO. 4 _a? lrrpal,el Modal Ma1,Osr a Nalna %nrlgct Lvscr,st er Coroad EtmlrYlan Da. t1 NVHZ OLRMda HVHZ tr�i� 'P"„ ;2li2F,n,TtMg. r!4.n0 '..n ,.. •,n01. ,,Lr.}I I,- }.^.. 60 hl0 Y.s IJC .a-eA PA 1.0 LaMnrM GMaa J _- I -- I -- :1. i41 a1! tit1_.Rr I lr'+ r 11 r1 n . -- Poo .^;';rim' I ',^r :,I ,,, t k e [� a lr e 1 J( E3usI esb R t e, , d P B mlding Codes and Standards Product Approval Application Detail r: w c,r ^„ p! as.rnr!< V l l I n. W' ,^Y tern r+M r G a F lislna,Mss " Pnntlks.iclnal r7regilietli4,n DY uIdlling Codes and Standards Pr+xil.k:l Approval Application DortoO v as II r,, I Cl 1 g&U FMmi go 2LIM Date Pehdlnd a a CLa1#PdYI 1a.{1DMga ManuNuuut f.aat. En lnwar 4LCanae Y"gyIgy 1r11iata@ Ea�mttldi ESC Aor Annroven 1L %o CMf kE PA4 GAP•. a 0411 R,orh,dt :irr2P 1'lirr rt"a T,u (..,i,poratAan 64vl,laspormnn LyrWanF SWhrvaiM.PE Iv'yar',1 King PE 1CIDo7r2rD21 17D1'a.r2U':21 1,: 1'1s^r121 ,J •, _.:1 APtrrr,v.,r• Most Y�1 ,�A°lurmrN+M C9L1LMKl. IrrrnlRrrnar'.-9R_Ll.iq&s >b"'PoII�tNmrd..rbr' a„Rlskl:4::h!1 fiZ+Im17.s:st i Vd 9.. �rr�._. .:, r, ai,l'r!!r4•n,1 11r,' f,�� CNte90ry G VYVrm f9DrJi FE-4^✓4op La13h R, ,t[y5 was ..T INd,:miea rrm4[Ka, 202s S«»ia'RGsorah wKa,,,nt-Gasp E,,,,o c.ER IAar n rill nt.., _, e.t ,' r,„ ,., I,,` : "'.1 .-. _ - '. 1 ipr ;ut>CAta9ory: Swnping GKIArflar boor AasernlNWm rs<,A$1",., swas,per':�x,rl;:p.11,errr:aa, a r'.,:, C.I.D.Y. Atndava wRerfr:' te411,4M(Ii„ yn t1 COmplanoa Mud,lad: Evaluation RergCtlmanst m s,dlcrrgial angle Hors, IG eInk,d:ptA.rllwviotno, l^li Roglon d And$ect u a Licensed Fkxoa Con^pll rracr Mara]: Cm01ee11- Non a Ural W, PftIAA' nal I. r.31"ear f.C,A-L08 1424AItAls!s FLYtOdfi1•RT eroductr 'd,, .Lo 5v�"c_ ?l,riik7l itl:1,11_ft: Ii'�'J:ixQ_i_L1U IL"x.w Solon, . .., alliv Asa r r, g1R_ U . I_k .+ n nolu ud few U,rL A ,Sl grO,loid to: Usrl (. tiddif: a 9' #1,9� agsalc l.lA,GML.itLlll,i7 I...Manlr ,,.l .-.' r e PAS'$,IGS. Presets., s•I Ld,Fr. Er' Ia07,3 l N,, N , -TLLr r !i!4L1t1 t...I±.Y!12 ,f .. r. k# dt ,I'll , d It., 4,' LI .. `.,•rj Y Ff[NIIIC-1 hIOdF}I. Ne111Uer Or Maine P[M91K:r I'iP.m Crl tp I[%l r:Or,1r+1CM1 F%�^I at7P ryaLR Vas M'b�'H% G%1tWIQP CILP':7 iest.ta RRC'rSYilnr PfnctNJI P; i2 BNYa0l11lArGe IA5 W< b'npaQj doo$7ul,Gax9 :vrn 9,rY,j:lh F4,:n9 bWnMx� e71311.ri0i^'S "fM "fes 'r b¢ M1r,',l 1 aThe,".-TN Fiber'-Cleatsc and$rywrlt-EAar I1nn1Na,8,Lw;ig.88gi ,i40VO-ItrOZIl.GiU'WnII, 0T;,11jur 1 'II,A)7: Iv ri 1'CS hk, NA Conn%x -to k due F tvtgtaw Eishgic Doax (ln wrrrl+rn,tn:mna. Xalnfulaiii i t TheNrw-Ttur-ber`Classv: and Str:o:Rh-Star Nonlillal ft#,V.88quot Norl 1rsN.ri&qu91„Opaque 120i 1No Yes Na IV,A, Comoodsolm Edge Ft,wlglass $4lple lkax Y,eth SiL4MWs) (InawinggDutown,2, XO. OX a OXC' Axionfkg.tawenat c Thatma_TN FUer.(_,Was,,.00:, nn,n-ter I1,,mlrAl a4a3Pa Aquot'I dnn-I rT",lHju:,ll 7r:til". 1201 ,,,-; 1n Yes N0 ,yes r� J,rr i 0inlgiasa rgril G410 Lk*W- U[w, `v,t1 fna Vothcot Sde iess (Iniamna,cin, emng. XX%( OXXO omfipurasone} 4 d Theorna-Tlu F,tiw•Classc and 5tro h Star Nominal 73IM 0&I'Non-Irtncect&trust Opaque 12,r•3[,'2191"_ No Yea r'k1 IV r,A ` 1:11 bl 1)ut,nF119 u1114 Harar t'.a 8'•rrtmnssional f?ejjtlh,lan Pape A,(I [.l,dlr-Hng Code, and Stanldnrds 1r ;IN I Product Approvdt ApjAcal Ion Detall Fbilda ('Ni(Ald'rnnnl' of i3u'Si o,n i A IProfass,onfnl IHe:gukulleln Building Code's andStiondard's Pniduct Aptroval Application D,taO P"r,ae1 urj' I ___-____._,..___,... GIHN lhlhr 91' Plot CA,b D':, P,M„l",g pats 2r11 linill'. Cydr Lade PA1;_Ptlaiall fatb Lad M YWrrY.ur M', C'I'd 41cl Eris- , a Ikuelr. Varldar.d Mr, 14id6dsffi# N1111 r41.d 4,- raal,.va &lt,,,,.l hl.lur 1 Ix" YBti;ial Maelfladune C%yl,si t•,I'xrllnruw a bile a 'k':AAdicl Nu ''411A,u kdmlaw <n(: � A,,y,,d ;It: &A .. eVwwn „f7a'U !41d ra;!,w'Aal'„I Clnmr!'I Lrrrnd d;yl[1,1rtu4Y 1 ,. . _ ._ .1 An,rn:;an:Pd rxrxeomlttu Cee.rnW ,x,"tn., Ft ,Jr11L,,'+l^.y,3 '�.JbrS'evl 1L4ehr3a Pr AIb"o-a�l vvl, 1,1 n .,:r.II n an, r lt o,. ,.. WV dd, r, d[.-. e.rl^�Iar A„,1111 r r... o.xr rr„ "«, s ,r- _:' '.`,n .'3 I' ^""lt r Gf_ .y ifMr I Sl_rr i ri ,. .,._� _. -.... .. nIDlG4-t ^,, ,gnram,d r^.A,II y'lhlnnli ,A1:1.3110 At—Mrl,rn a.,I1.11a. r:lr:•••'•A.",{ Ci11e90ry: Wnifir- C I 7:I 34.1-3.103 nlu".b,.- J+.n'ne;:,'mtliun ,"It 1)':I or. Aln, $ YCa.,[Ply:„ I II ,rl Aida t Itl Nneautµrmind,,:: M "CM.gary: r..d b,Mnnga,gao,lyd, ,aruqIaa:'r1tp VIVIN 4 L ollllok:tlloll III It 11 h,,Yn,1y Carrell— Wrhad C.,td,"Ixl Walk if Lt,Acg 111 V atl-lls P, I'dQ,L F 1.0 51A1i l rrrduct. Quil , avwC,`.'t a iou,v,ed. 1ur.4lt ArAxot!1.,9, 111r Ill Quin 9MAUA ••M. Awrorad tar Lira A-,,d he Us, Moral" nw—yl;; I r. A2:li Y' ,.,.,,yj,.V,.y,. N4 1 I L r'MAlllEu ' F - I.u, I•,�' r 1_� I;yajugrL}. rw ar ,r, D.Nrr ,pr Yr 1 ?,rLyfw NJ'Id ryy�,�y Pns..,r• &I.1 . P�tzlulf:.B1. .,.Ihsn.lzn.fa -tat[ zr,dal 14% rxis.e posy. �. Cr9n11 ,f _,lCCfi T ,� aN lJgt9aakal.Gd 4L 4,iltrlt 7yH2 R ltfull3wl f .rrlau.,r 1 11`11,1. i, 'e„u Frw •i.rr ......... 7'1,r,x has u„latrlt.ir.r. :.;'7Ad.,424 I„• .!<,1,51 I I,.I 'L 73i 72I aaJatal .Jnnra nA,nn9r3o-. ,. �'., Ill, g1 Composite Edge Fiberglass Slo l@ Door — -_. __-_ . _ _. _ _ _ __ (tn's-MrlgrOutsIal X conn9uraten) 5 is, Theml Flbar Claoi Ann Smooth ar Nominal 7&a94.0 equal: Non-ImpanU8,9I Opaque IMV2e22 NO Yea, N:, N"A Composite Edge Fdlerijil Ingle Dcwr w,M S.MideCls) (I nsa•Ano`D.Wvang. YO OX to JXG oarlIQurellorl - I Thermal RUer-Cil lt', 'arid SmoothSixIlLwhal t'58w'Sg;08qucrkNo,Fl mqua; paere'Opagua 12J31`7022 No Yes,. Po I'aiA Florida DBrAflm nl : B I nos & ri l i,:.r.;Il Rnq -,•ion i I I Corrost liki Edge Fiberglass Sinq le Dour nA.: r'I'r;j t...' If"^, ar r1 .r ar r , I {IraarNnry'GutawYil,. X corrlgwraaht>nj , a. I!IW-. T. F,oao C"Al slid Smooth Stu Normal 44w39:0 4quot14a,-1 mpxt&qupt UPagve -12J31=22 Na Yes N9 ts;A I nl Product Approval ear Application Doran PI F'P SWAIWAre�Fl _...._..:_.._ _�� .V.......,,,..__._.._____.._,-,....-,.,._.__.-,._._.-_.,-_... .. ......_._.. -..._ ,„.. ...,.-_...._. .-.. .. ... .. -.._. n III,u,n,',r TIu riser.rtr'rwrc•and Sa'tIL1oM, Star Ncintrqu.lNR4dh pit we '12f3912G2: r'Jo Yw Pk* hYfA rl llr7¢3-F T,r Pl. rf:aTlry err: Ma ® n3 IswwgDe b:f x ,. S.aailt Editor I.. 211I 4 aLti € ar. • 'i, (lisle ' '::.slot with" (InswlrVoutwor 'I XX or r7XXru out st Version� V1 0sI n & Lrsnh. Neil leis 1 Df yr;dNad ^r i .ln MC A:A,r'1r M I 1:III,f`La.,Li '«tom,,,,,-. ''r '.Jafs.:v rtArl.nwr pu l alr,n rotlans 21.111 l F&Woo rw rdw r -. ' :, ,1' r `•. .,e CIPaa,C arn1 „rrwaotllh-.4ar Nr' r C+ ,m riot 5w377.8 & uhtNon-!m uc%.' Glazed q FaX&q ^: / T.li'9 2rJ22 No Y es No fllA Min-. Irw .➢ �' r ?4. P.,Tn 1. N d arwrA .r,rl � r r .. Jana Ro'apa'AI„ RAarta-:Md3r _..J _E A`A pr F... •.:�, 1:w-`i . '� d...,r , n 11,�T,'.1.. 1:,,`u:,', ^ •^..1 r - x . , �axv-'Y]_.I I M WI S':w<•t and [h.s rrlrnpK,A,tta Edge FibsgRass 9ingl7 Dlw)t Aaagary +, T041y ANI'nitln , .,err I CWegray-Wr,aa„w iinll angroutswroo ,. X_IQU.nnI S aWANWI.+ly :: ,roial1lyd,Gn rrrL•h,f I,h C' I SAC'twpWry: U'A'w,n 'I IT I. Trerma.T.Fiber -Classic arvj SlinlxMh. Sox Norl"4&C3'g;84quot Non i mpaAl4grk#'[nla2ad '1.11111V LV2 NO 'tits INO rVA ^ra1„arAu urar,a''-rh',A ,,Mau IJu,' l I "T, I pl. t4401110p. '.'., I„ 11 Cornpo9lla Edpe Flbarglata rng0 Don, Wh ,"r gill. ,d l`1n 1, ,-1-.r.,, Sidellte{AI Tjrds,ftAlrtns,unq AID Ox,,r r >a f1"_g21_ft_-- 1sA I +a- 11lit H 1 rI av nUI'at,aS g n I T1 ' n r T.,. I� & i e rnl 11 • `".t ': NY' : r , T. 'I.y' u K I d It tt ,Ca, I I w r, ., J.'H farll i ,r. till Ir rory rY. 'r a ,I rr'1 I Ya L. aN.1u. c , , , . ,!' `, Y+ � �; , ' k' " Q,441,A.. �raatw �'a, r"v I A '.rrrl 1, Lid, •qn. x n rsr. S__! '_Aw,n fill 1 r„ ' .J, t.'!6! Yalu_ k..'_..::::.:.�....:e.:�-t- h;t%,F ill lJpr l"Iih IammD wWo DL%ir"It o I Or ir? a Readucl MethL INArdlar or Nam tnd2Atlwct fao-a straw°I SS rr a,H E%ra atian Err 7fr-1+�i gyWrrae HV'rtlP -... 1 prlw:l';'e' Ntth9ul r• Ibea (I .... MNil0ut %rig: AX ar D,AKO r'«u'�162G ALorew N11a'bise IrNParRr `„I, ,I ^. r l ,'. .:*, n 1.' .. - wMqursbona) Iiilad,ii' N on,yr aW Wad. Nr_n,I. n f aa. "''1 12 I. Thert -Tru i': IliI_14ssr,;,n nit,^.1r Yu, NlanrYAl'74.43'g;0&quQr,Mln rupaaK4ltu..,,,14a#d 1<1„e 1110121 fits vea No till. ' a, H,+Edge Pltorg llsa ,4,1,i. ollA r :. la q `j Uli W,a4 .!+- hgj,loNarll I rt, Therms. N. Rlx, C.I—,. ItInd „ u..Allh.LA., g UJIed i4lA r, 1!nr b tl ltJ. I, 1,rJ1 :X 1dn `I • ta, ,.:. W f:yx,.i F dpa r with p<t g 1 Iberg g (°Aiehae,;A!I I, Int,MarrGP1;',ante0lj..YCII� OXerr OXD ' L_ U W lP,!g.d1l A,nyl ---_---___ ___- - _ _- ------- - - - 14 nTherma.7ru Frier. Glasrsdc and c:,rrax,'M,Soor Nall lii4w3&'L 4quc,telnr Irrr,oc%gLot'I',las�d 1.1r3r12022 No Yes fib ra,e, U.,r nsdl4n Edge F1laerpllass, bi rc ar Door ', 11m,,ungr011tlswng. Y nor Na Ar:aticn1 F", -, II,„„ , Ir,_-- 1. ,r.,.. n.. ­11 "Ill l", Aiiinina'l 8P#.`. :t:1&g6rTN ''IIpI:,e'r:W,d," ,%,•wr.9 1 , 'r,7rO, Nn 'Yell No IVA I ry ;A,, iar Edge VII., I ­ I 111. I ,I„„ ,, Ijril!e!s, II9aMr 7' •::''_I d 7.. , , C1n Ttitilonfrill Flondo Cd'rp3n,"n,)nt of Bu!)Ovss 7. ""iole.,,iVonn1 4!cLLIiatllll'n I',-,;, I'r 15 p Therrrlw.Tiu Fbe.-Claw,'.k; and smooth -Saar N Canna C&QD,O 4qugt,l4o 1tripatddgwot; Glefr d 1 alt.10z, ll„o "," tw, I. Fielding Cosle3 and Sta Yxlards A,`1! I Gconpf i Edge Rbarglasa Double Doom' Inrth ar ':. ."it 3'r}elltrs(InSM 1100 np XX.It 7XX17' Product Appit a Val Applh:aCfc,In DMla11 x Ili :;,,,owo al 1; :, I—,,-i'n, l ion- CIP"K arid ttrniiliflh-Soar Narnl,n'o;&Il.8 agwot t40I'1-ImpMd&q,00i'Ya'4ue I;J31r2722 141 Yrn •,,:' I. I FI r"I5YF7 �_.__.- F wL 1 `�. L':nnq.,Rih!N El ritriK'113I sing lG Daur'•Alh. T ranemr, Ing7DwtaWing; CIX OahrgWal Fri tr, ,'Therms-Tru Flbet-Cleaalicaavl Slrrn,nth-$tar Nornnal 6031il;84quotitio -Impa.118,qucr'. Opaque 1261r2l_ No ",t- lir, NIA : v,#,. (:',1li r^* L.d u' .`,':,v AA,tr r'e,teA: y; qVal'ta so Comp -le Edge Fiberglass S,ngW Door,M of yaLL,L NIe.Uteaurer LI>'Yect EnE'wnasr A'LAcrosC k'4'al"l.#reat llr gdlk Wknl,T l,.runiIllyj IlK, An.r:wYa: 1]pyA'yYM41u y414FAIz 1ltQ! 'k9' MIL ,-0aL,.!Lilt:lYl:N:aL Sdeld.e*.Ad T..... n(Inawln ,it-onq 0IX0 GHDX or 01i dondlgumborail .sal F, ,,,+ '1% ial:na i#rdtr DwildiAg Prttisill M Chid Dlronl V. A.dre!r'l"an Boa, 8cuulara, F'r E 7,180K':C121 12,114,202!V t11Pas120221 'al 1F4,+1. A'PM-, nw•,.: .::- 119 s Themua Tru Frio- ',r,' , .,"I r' of - 'I.,'. Nomm' 84113G;8 &qw NJ 'mpladd&.qucit, 0AigAle 1213M 22 No Wen, r1ir, N/A A.,aa1 Pill wins Mrill 545 ill VF--01,1Ai7 i',h"r? l" . _fig I 1 1 a , , :4,rgphdta Edge r,LergL.va li dln Cla^•N-In ur,rW-loll (1 anAA r'11ft'awrh ✓ '' IX" 3. :illa,A sly :v ' rtt II r a III" I","It ,1 ale 1,'11„ ,had diA,h,0lanrrshadl a n 114 1 g Y., hlI II ,nna mWhmd FV11,. ll. ,alp,,Xt fl.11i u to _ ) ., ,. '.-Onbm;ll I4W and Ayal coal mtms7 _, I, d N, I rely I4 s v "1 +,1 .+ I. , .11.1 F^,y,A1. rr Fll,10. Fr.v,t.rad J+ ddI.r:l: a'. 1. War to Atl Pieria 4":'. t 'rnf•111 'lira ,'Ihe' 0,5041! end F:�'100111S-Wn Noe,Ine, Aall &q..o Ilion Imo' MCf nlLbt: Dpagwe r : ",1 ,r1; , Ne, '.r Ilk I ,'., ,,, r•,„ 7l: s", F "tit"Al"IX1a1 F npnla (-omposle l:c)pa F,Nig toys Snp'o CaGrx with %dA)kIK%1 iln$Aarg+r IM"rag )CC. 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Jn,.Aa :rent., NHS, P:MY Imssrolrtlradaln merits or use Fa'G1r.31rG23 d r I' sy Yes N e ,..^ GI,.: tl 7 PodyglassRoof Undeeairterlt's:'.ran-WHIZitPol lassrrorduna:nayments,'feeusein 1u.3i:.t12'3 rill ., ,,-rs. -WI ,'S FRC narl Wl iurisd,et,lms. III ftr02142:4911. I ^er^"s„1,r ,. I, GMtNo : ,Mar Ae, Carpotlras G'"'re.parlrhu.. met. C WVIIWKe N«hoe: "VMIW F'er,1011 oar a 11M21 ,ram k',yip F,,_A ,t 6VA,nillor, Epley rltl Mt_ imp ?I 90ltl edlt.I Laillm 2L.Al VIIJ: 1;, ., M76SHs - 1 I1a e MI, 11 I MT2:Aia' n TLta M118 "-" I" ( lords Department of Business & PFC19:340141 Rogulotton BundbngCodes and Standards Pioducl Apinrl Application Detail foar I are Ilfml r,,-1:4 CrAin a.. A Lcw,%a Vellaredl lw Xddow 1alta tltc9 %.rt4i,_"NaU1J!t tyay{yy,y)(d all" , _ � ulu ter, r, LG w t tLr' l iUVNbWi 94rrk'a. 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M22&L prpgi 6aSff or NM I ..'.cH Aa`iI 01 4,..,,- rill! ,II Dal* A,r W:, d 7"arld. DoCnitrrnarL of Busa 6 r'rclifes llonal Regulation I ' : BI:a:IdYn,g Codes Al ;Sl alridroidti n D@all PN-tluc"APProva A.pp lti atlr Florida Department of Business & Professional Ragtllart on Building Cndes and StencilI:+:; on Detail Pr'od uc APProvai Application r,,, r r.I 1,52m1 I'IULZH,I ti.utY,u_,:le. ',It. :eta t. -_-_ .us Lita6 Endit,I lut LWA Lillr..Ititu ill 2" CtmEsrf LIALMLL.A.AJI w'I Vt'I,V,pI,'.I f a.+, LILT-.,UI ::!d_11, Tr_C yJ._;_,. Ali, r., St.r'r. 11r+ • •Jars::.! W+nlnx11I Contact findew a urenaa 14NIdalen W sill: S.'Wurt'rrl 0:: An.m.11 A1,017vad am 4 [. ,... , ' . _, 0 rV 1Nn'a I, L : ,III':. I',-- 1 11, a1 Y rim. Il n' .. .' - , ^!"'".- . g A „'I, en ` nr., Add es arnri .. ar n . , Yana R—fla No- rb,ae BCa:O -CER M A R .1 , , .rr., I „-„'„ ,'nr •:, .:, .. ,.I lr,n. , ...rc c„a.1 Aar Y! V""r"r. �' I I, ',t ,7 t.- 2YIYJ > R._1a I I:' C,wep,wi' M,dA,V„a (1141)dCuS-CriW k?ll 115.; ypt eamhoere mho d :,,ilia m,An: repnrv. ulr,na,: Ironarell,Epl7roitfurme. r, C Alon,ran<alerh1,11 rrin^it'N 13i& rr LMAng Gas, f,..at!24.1:5,,(! i'1 ,!:rdH.ld I SbWE7.EialEnl'd Ar ,,d Its III MAYCl der alai �,ttr!1,[1,4w 1i. ,;, A, g .d ra Vow It91gliL 0t3lsd! Y111 R` r a R , a r tl tl L,L :lA_IL1 Anan Jasiltoolluau Adel lea Use NE-t ()..A-.= 1 la Air DC K4t nn d MrJ-'S ALminum Vollics Ili,,,N.r,'0 et 'I,P PJ.'.fl Lbl' I n .uS'rP�llunL_P..pollMFLWUJ r'WYlru Imo' DIA'usna 14VN2 I-''l6il_"S Verfital Flurenum Mwnon I.:,'.I r -^ rill, Florida Department of Business, & Professional Rogu ation, BLdrl, rig C10n0"t :and Sranrin r i, PrucfljctApprovol AppllLaticxl DeGyll iceor QW21.1d wide, A l ^I VAi"Zi.d i, '11,I, rn ,5,r „ I _ Florida Department of Bmino.. & Profos:Joral Regulation Rae,^ t ear BOldtlpCodes aext Standards e1}r IM Product Approval Application Detail Tj O91 T44M 919K. 21t 0.,yrptrldnd 0:13e i:43u LrarlyI, all age Gat,e.nanu 20 ir. ,'^. r 's ,11NiPiW ...IJn ',:,IiILt„!la•.. ' lord A,,I,.4',!mui lids.: 7r rre YlAAA l sunutA,;,n.'m PNMs C4dlt( tt114 L,;-o,, VaIM@ldAlf Vdlrm _34da*iMI feC Aabnrwal Appr41+i A , I.1 ,rasa Rawson ,A620 C. i, M,aaae.wan All rrnl a,:,,,n' J,Yrn YV.aaAs,A,iW PE U%2'6r1O?' 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(D �J II z U) Cz 0 0 < 0 co fi_, �H < FEB 0 3 0237 CL 0 \v/ A 0 L SIesseese �, Virtual Review Assist, Inc. < Plans Review completed and approved for compliance with the 2020 FBC 7th Edition ljy Debra Anne Klahr PX2300 a - SHEET NO. __ August 10, 2022 PA 1.2 C/) —M > 773 Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products r-47-M-n— Simpson Strong -Tie 2020 FBC Approved Products Updated l2rW2020 CU C) 0 Lc,, rarer lirks in all 987 firiproi lfritt,- I armal, We I re�oi I url I oilr, 0 sle'"I I' 'I, -Ih� (D ,o n.1 11 ritim! InInfrii iNtI IF 101 .1 '111 1, y I I h Q 1 011, J 41 1 I. i I. A� Aw"', .�i fithgoldinu fiffiii,li , lititiewfli Prockli'l Appirovill 8)i,,I,,rlI fflidr to Hill ii-Val II, '"'i hiflit:11 'r ­1 1,1 11,104Vj I I AI 1', fl;,FV.I*Idf Pr"10 Airili 0 1: �fi :,I A, 1!i (A lidlaxAmi, Am'I"i i, I,. ,1,. A 0-11, lfjl� il —li lql it COIAI Ity f41 Of li 111'! 1 1 Cf) FLWI FL#10446-R6 FL#104%-p� v-, III Face -mount hangers available In wifts ranging frorr i-aT`*tc, M Cl) DAII arid heightfiranging"forn 4.5111Y'to I I" Conc*a6i fli 0 Product Model, Mum Wr Orr i Product Description Product Model. Number Name Product Description Sea X Product floclfoi fluinrib�­ro N,tw� Product Di ription version JHUSC) avaiabli rrodels ha,,,,,qvAdJr equalto c�r 0 1 if t!t 1 Inn �-Llnlarii Slei Masonry SCWW 1 A21 A23.A33 A34.A35 A44 L I, -'I _- L"! � W16' APA21 APA4. APA45 API .11I APVA8 :-101', l-,?i C.MSTC18 12 IIJS serief, hanger ,ii race hangers it'si'able jr- C) APE44, AP344R, APVB66, APB66R. APBW AP688R, APB1 0, 0 Al 01 OR, 1,.. tt Ici. ", 6 US20, CS22 Cooed Str3P5 !.if and heights ranging fro., fo- 0 U— FL11119589-1116 APVE144R, APV665_ APVBWR, APVFjM. APVI A01,'ji AtIViI C.Sil Coiled strap"; 13 LII 25 SOS, I CYS' ti SI Ill mount hangers r— Cz qHF_ M 4 APOJT2 A APDJT2R4, APDJ72 6 APOJT2R 6,hPVDJT2-4, APVDJ-, 2RA, AII 2 6 Compresslonf-i erl a,: 14 LI 1-1.126, LQ28. I Jt:Q mount hangers 0 C) > Product littiodol. Nuffirt or Name Product Description Api r Said to Plate to is LUC267, LLIC2102 Face-mo.rf hanger, '/) = E 0 1 SD1Ol'ZL)l, Outdoor Accents 1_:o!i­etAui t�u!evv Al ll./.t . ok.t1HH451R APHH610, APHH61OR 11, HI'_1 A2,A. -I!, HII FAQS, H16-2S Hurricane TVs 16 LUS seriess hangers Fakemount hangers available in Nvolthil, ranging from I W16'tti 4 (a) IL %__ 2 11119112.Sl7y'211111 117iii ;I`11^0117 Strong Off, eSF, .,:r I r. If., x I—' I AP4 ;,Pi,3 APTA APT8,APVL4,Api APVT4.Adi I,,- - ', 11 lI-,T 1,-,T .4 Heavy Girder"riedown 518" and he,gfrN ranging finm !"to 10-15ili 1 0 M ML pLW1_S$ SCiii- Strong-DrveSO crnft-W_, ;�Cri � -APLII AFLJ126,APLH26R,APLH210,APLH21,�R Qu�coo� W L 1-4, �:e,- [I1`4 i Hui careTie MGW.63-SDSMG05.25-SU5. MGU5.50-61MGM.62-50S, MGU7.00-SDS Face -mount hangers CCiHi I SEX.;F;22434 SE)CF22512 SDCF2285A. Y)CF'21014 Strong-DrNeSDGP b BVI-Z brick Veneer Ledger Connector I) FiSb;-'.-0,i1 Hoa : , Aud Shoe f!., 1 1 rli liwijorti Face -mount hangers available in wdhs ranging from 1.9116"to 5- _n SDCF221134, SOCF221334. `50CF271411,0 '�ll .111 9 CBT2Z ill Concealed Sea rr I es 11 fjST2 fl&-'$ fljr., :0:tfnl.l Straps IiU'andheights; ranging from -3-151le"to 11I 11 &)(;P22434,SOfCP22512 Strorp-ldrive Sll limber-CPScrevi, 10 CJTV, C JlT4Z. CJT5,if, C;,Il OP/ CtilreteAlI Joist Ties 12 HT5116. H 1 $20. H! 6_14. H li Ivilsi L;"Rrf 19 MUl.i26MU"A' Fare-rcount hangli .L1'_ P221100, SOC!"221134, SDCfr; 714ILK) I.,l)'­ ­AOC St.;HR27614 SDHIR314130, SUHR31614 :-ifirprij.' Irrvns[:HR Comborillead Screw 11 1.1 r)IrTI4 1 ,; fl, , ., c,,f To, I lh, Wall :--,rip 13 14 HTSQ1 SK rZ HTSOXK, Z LFTA I l—, , I i"t 1'r, 20 SUR SUL SURG,Suilsi har6iic, Skvywj foct-mi lo, tjv in widthis anigifing from I - W116" to 3-9118' and heights ranging from 3. 1116' to 1113-114' St )r 2 SCZ25134 SCA325200, SOS25212 Sill SIDS253112, SDS2LA1,1 itjfwi I wv,• leavy-Duty Connector Screw 1,1 1 (;4 Flowing I I 1 S710 1 STA12 L.STAIra. LSTAIS, LETA21 LSTA24, LS7A30, LSTA36 Straight Straps Conceal flange version (SURC. Sli available for *it CIOUII SD:.. `• ­110 -SD_125600. SOS25800 14 Foundation W;;,1.`!,r9f-, I :i: 141 !. I -;I 1/ 3 Straight Straps 2X and 4X models; only acute flange is concealed 8 SI "&1; Sr)-,2520i SIDS25212SS, SDS2530OSS SOS25312SS sinwi: - I I it — M,S -Leavy-Duly Connector SS Screw C; iQ Gusset Angles %,-Ies hangers- Face -mount holders avaiiable in virdths, Iffillflng 401T) I WIIT t(I 9 SDWF DWF272C. qDWF2726, SDWF2730 '716 S Simon Strong -Drive S(AW 16 H2A, H2 5T He Hli H':]S H.14 HCA11:1 Hurricane Ties I ig I Tvw Strap and heights ranging from 2-5/8"illo 11-1/4' 17 111 I-Itfavy Concealed Joist Tie I 19 MGT 1.1r,awmGecai I *cf 18 HH4 HH6 Wader Hangers I20 li Fl Irl 0007-R8 IQ I R-71 I K-eri 1.11 ice, E! 3milizel 21 MST Ag, MST A 12 1 ST A 15 11 A 16 V S' I A21 I I A 211 li I A.-,,: P.15 FI 410667-R6 20 Lz60 L50, II _90 0i "firs I rJS7_C40 MLTC42 MSTC66 MSTC78 Straight Straps. jjU Product Model, Number or Name Product Description 21 LCE4 Post Z ap r, .. - -1 � - - I— - - F. Pre -Bent straps Sea X Product Model. Number or Name I ATR31`8, ATR11Z ATIR518. ATRaA Thitiftiject Rods 22 LSW, LS50. LS70, ill Skewall Angles 24 1 ti I -r= r, I.,. f I I '. -1 1'-, : Straight Straps UA -'effeb nangefs Top flange hangers available in wi ranging from I .10116"to 2 Ai ATUD6.2, ATUDI ATIlJD9-2, ATI III IrY, 4 ATUO14 2 Alurintrum Take -Up Device 23 1 Aclostable Stair Striagrii Contril 25 11 N 7, ; `vll`;, ' T , i , T. - - _,_ 1I Mo(jilirnTwist Strap 118" and heiVirri ranging from 7-118"Ito 30' 3 blu'WEI 5111 Ill SPI 5P51B-3, Elf f?A)RT1JUj-4 bearing f"ate. 24 LSS)2fi LS5J4RZ L5SJ2I(JRZ Field Adjustable Jack Hanger 26 NCA2K 10- 1 :, NCA2x 1 Z. !Z c r,i,1-I I Ill 49in p 2 L,_,Iul` tales hangers Top flanglis her) gets availed* in widths ranging from 3-; /8"'to 7- 4 CNWW r-,fqW1l1, r'nit'JI NO% 25 LSSRli 81, [SSR2 1 1[ SSFZ2 37 f SSP,7l me I �ISF?710 1 STfQ4lr) rr-ki Adjustable SlopeableiSkerwable Hii 27 RCW17112 RCWBI14 V'i.111 rilLill 1`11 lid" and heights tangling from 9-114" to 24'. 1, CTL�D55, �:TUIJ61,, (.FJD-1�3 CTIJI CTU076.CTQ077, CTU 7, CFU1 C1 UO il D5 Di 11 L�oupiirlg I aka Qp je� cie 26 LTFIA, _TR5 le I "Fates -113 RII RII 111 Reptiir I late _1itr,,p 3 ll series hangers Top flange hangers available in widths ranging tfrom I - FIX to 3 C TUDI CI tiLittiflu 27 1A 217, Mill 247, W 2S7, ML287 MI. 2107 2P R11P4 Sh, rl is plate C-_­ W, 5/6" and heights ranging from 7-114"to 24" 1; NJ, N4, Ni FIC Heavy Hex Nuts .1b Willi Koc4 110 Stud Palo r re 4 D(3HF series bar ins Top flange, hangers available inwidths raing,ri from 1 314"Ifo3- Fi KTUO36, IRIULA rfli Ull:0t RTUD5, RIIJU7, RTUD8 Ratchetfnglake-UpDevice .,f4 LIN - If, Hff '0 4, 4 1, 1 Heavy aud Plate life SM and heights ranging From 9-114!'Io 24' 4 TUDI TUOIC ` ak4f-U p Device :Q WfflLvi Nfi MMUI NIKU28-1 IMMILIL1210, NWLL1121 1, MMLLI MMILL11I 1 Face-t4itint i;,r 1c­, 'l,,, 1 4 . Slud Slifoo 5 W5 EG7. LG9 sores nar;)c,; Top flange hangers avadabom wi ranging from,.>. 114" to Ul. 9 TUW38 Take-UpWasher 31 R8r_ RIBCP Roof Bouri J fp=. Y) Sl 9. lIli 'I"', .,j7 ST2215 5Tt3215.ST6Z24.ST6236 Sitraight Straps 713" and heights to,, ii,q tiom 1 1 * to 32 1 (2 T 10 Lf &I'll" Uplift Rod Run Tedavon System 32 RST-3 Roof Tie -Doom V. T1S1,13 Ili:- -iO. If.-,:; ;4", li _qf-A TR60 Tension 2ni I FC1 .0 series hangers Top flange hangers available in widths ranging from 3 F)Ii 11 1 IR_*A 1,n t lift Rod Run Tiedown System RTI RT(-42. RTC27. RTC44 Rii 711 ('Annertors 35 7`ASIO T'All TWrIB'A Vial Erwin g IfIl" and heights ranging from 11.11141"llo 37' 92 Lif t,�8 'j"Of RYj 1?11-f I w1i svkIp'. _-.4 SIL . I: 4 1"" p- 36 VOT. VGTR, VGTL .1 if_ I I f,ji T iiiincii 7 GLS E.Fervits hangers So,fd I IAiiUpm ivAti.itlAp -ri ­Ihii,,.4vgirg from 3-114!'to 8-71i 13 111 *44'UDlpft Rod Run Tedovi is TjC-:,­l7. Tl- 17 Truss .ai 1-hr, "17 VJPII06 W61000, 0/B12AA?i_1aC:. NS143C and heights •ougarg 1,1 10 it, 28, 36 Z2,Z4 Z44 Panel Swever'- 1 6 CLTV series hangers Top flange hangars available inwicIth5 tanking from 3 1/4" to 7- Its" and heiginh landing from I I" to 37' FL#10441-RG I ILI wifini Itangem Top flange hangers available in vAdths laniiii from 1 li to 7 FL#10447-R5 112" and heights fa,lq,lg from 8" to 90" ft" Product Model. Nunn ber9rName Product Doscripiton ier Proicluctlytodel Number orName Product DeS,;NftiI I) HGI.S series hangers Saddle rialfirgii s.,ji arl n wdths ranging from 6 114" to 5 ?iW I r.,TT- Hold-down Soo b Product Model Numbor or Name Product Description f'lli I,:F, ij '•Pl !7x7 63 Cll 75 1- in , .1, 1 if , , and lllf•jjri r'lingli I In 10" to 2W 2 H DC 1 CMI H UC 10122 Hold-down I AHLP fitdii.,sll Hip-lir onrtr to L --li teielfhangers 1 11, 1 1 ;,tl In li series hangers Top f4ittirue tialigell, i'llit,luiti -mdlfit, ranging from 3-114" to 13- 4 Hnn,8 HHI HHDrjI4 111 -10IJ4 ffl)Uh HOU6.1-101111 HDU14 Hold-down Holi-down 5t rS-.-Q 1-i', � f­.- �w- -; 17_-­'-��R �Z(`Y�ll OSC5I_.,13DS3 ­J r 12 VIGLTV senes lhanae­. 7?8' r np I iinge hangers available in vAciths ranging from 3-1/4" to 7- HPA.Ifff Hi 131rap-sil r it or 'A Hi H,U"jj Kit- SIDS HGU52rSOS H.3J55J,51$ 1,,3 and heights flanging from 14" to 33" (I ts!Hi srH1)8Rj Stlap, 511 Wifl 4,' ­IRC42-2 HHRCCl 81 HHRC44 HHRC_525i325 HHREc3i.'*lI. If, Z, ,D',, I,GU900_SOS 13 Fit I series ranoerir, I rip flange hangers available in %moths ranging from 2.511& to 3. WA SA %fi FoinclAifori ari Al", slingshangers Fare-ri'li nartr I I r.- gFild' and heights ranging from 11121 8 I-APii MPA144 Ot! ap_,;tYW ;:Lli`,n Jf!:. -Cr . ..... Hip ri`:Jo­ 318 and rAigiift r.N i 14 HUSTIF series harryrs Tripflange Jost hangers available in ww*w ranging from 3-1/8"to 9 11 PA213, PA21I PA311, pp,r.j JAII Strap-s" purfin anchor LRI I F le 7t i RaJI Har tIrr -,All iLLSDS HHGU562-SDS.HHGU1700-S1l Hf-GUT25-SIDS Face -mount harcp 9,'1451* and heights ranging from 5 WW to 113-1/8" ID Pi PA123 PA128 PAI35 Stirap-style, purlin anchor e LSJ26, d I J. I.-, NUTF HUCTF series hangers Tup Iiiinje hangers labia ,n w0ths tani 41am 1 91 to 5 11 STHD10 STHDIIII 9 TBE4,1`11SFU 7r6,,--s Bearing Fliliarcer 6 HHU.S26,2 Ili Far., -wool, harclars 1!2 and heights nuip.-g ftwn 3 ?f1ty to '5' Corioralod flange c7l­1014 ETiID14f?j Stlup-slyle hold ul(yimirl 10 TC24TC26 T(;28 '(L%l Clip HI IJS ? 25110 version il K; r I a, a ifrible In r all rriode his having with equal In or 11 THA29,7HA213,THA2lI3,THA?1F­ lHoti H1.11 'HiWI I Hip it,, I A,dlustsbie Fruri Hanger III HSUL,H;URC HSLOCrelies hangers 'air, A: Ten avAilAr,,Fi in wetins ranging 11 3- greater than 2-9/16" T IIACAI? THA426 7HA422-2, THA42 -2 ."+,14 if) I t, W" I fl; I lit I, Topflange hangers available inn widths ranging from 1-9/16" l0 7- i li If- . , I Hal-I"fi TI-I 1,122 THA1222, THAIK-2 I lAI,I.'.' frr I-Aristii I 'r-t7-A. ' 7 Viony if IS( IF la:A 118` and heights ranging from 5-316"Ito 23'13 THAL422, THAR4-1',- S1,mved lt ry doi 2X and 4X ii only ac,ir, t;,,vj,, ir; rnt)i 17 HNPH series haingeit, 7,iff florin, ht1rjPIS,11n,IabIri ownths ranging 11 to 7 14 T HJA26, LTH JA26, LT AM A Mjdpte Plitt& 1 I'll Hj_it�2 I-ITU2111132 2 1`3cie mount I farigi 112' a,idnk,,QIdi it Ili)- 5.116" to 32` 15 THJM2-4-SDS3, 7HJM2-5 7 I ' Muni Truss 1-langpli; S IIIJ, HUC sirlificiv iiarry'ri, race mount hangers iviiable in mdths ranging from I t7)/16"to 7 .1 ITS series hangers Top flzrige kiangoin ,va.lalhIn in wrifirs taxi from 1 IWIP' to 16 113OR2Q4 'Iti S0aCV"_Re`-ta1nt and heights ranging from 2-7/8" to 19-1/4- Concealed flange 5/8' and heights ranging from 9.116" to 16' 17 'vp`A'' Vlpii VIDA' Vpi VPAA P': -1.ii HJC.i livailaclet tor ail models having YvWh equal lc or 19 R Sof­!fjr;,p' i Top flange hangers av aiiab le in width of 1 - �)! I (i and In I ig h ts 16 V­r pii Valli H,jL Its ng in 9 from 5.3JO" to 7- 1;4' 10 HIJ0111 III -1)COI 5 r:,,. in i,;ingi, 20 JBA series hangers Top flange hangers available in width of I -9fl 6"and heights SOS, H _10041 0 SOS, qlj(- I I Sr,I I 7„ 1; - ",r], 11 1 1 -7):-, W(-.i 0 ranging frornigVIS"firi !iU-j, HUG0612-SUS Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Updated QW2)20 0711 Simpson Strong -Tie 2020 FBC Approved Products Updated izi-li E Simpson Strong -Tie 2020 FBC Approved Products or c*,,ct 1i to all SOT approvals III bow: ii I T pprovids lited boli HEfi A For dleoct inks toe) SOT k..t, - ­v:. or di I to at SOT approvels Ii tela.,e _LIYK Heftft. tit eddteffif�,4otvauon regarding Floni 11- ��cnty Nottiol, of Acceptance I or dij(Qn, I,.. i li"fiding I'loi Statilitirde I kii i, 1,-,. Far addt*nal infoliffabor trilgi, osq,'I, J, t, ior P. " li I. of I Je Courty Notice of Acceptai (NO& jjjjZ4_j" OF additional irloretabon tegarding %xidi Staleffinde Proillicil Approval Svssli an Viirni La Jr, _txnly Natice ct I ­­ I II ti hanpe I flange hangers availtatfir in of I W10l" arid heqht% FLPJ 14AI 'is �,'Lll td, StL6YI 81,VLLI,1,1� I !0&Lvitz � il, �;�Llu`,, ,1L %c L p, mange Just Hangers 11� 51-1 Xj1 Adhebrve f4rpr�ifor fix wnri targingfroni 'S1.,6V156. S1L6'V362 .148V406 !' I.EW 12 `1 (;'l 1',',i,. il Sliorg.1%oll if57132 ST132-4SS, ST132-6SS) Stuorig4kilt 2 Wedge Anchor for uonctriste available In carbon 22 Li bV,,es li.v ;1v t I up flange hargof a avaqWv in width of 1 -91 and hegints 51114 iC Product Model, Number Or Name Product Detwiriptign tiL, 120 Si Si 114, Hl T 4 li't 1"i I I,, s steel and Types 304 and 316 stainless steak 1 (1 lot 13 i Fri From 9 , -118" 1 HHUS210-3, HHUS210 4 ft Hanger Stivi I I ,-.I ;11 gal 7,ti I rr) Ti,G 11 71-ID HMG, TFID.HIISS. THD+Hi TFII THID-CUSS) Then HD Heavy Duty Screw Anchor far concrete and trasonry 23 LEG3 LLC:­', I-Lir se 1 1 up ti.olijilf, i,jogli available in widths ranging from 3-114'* to 6- 2 HI HRS8 HRS12 Strap viii 14 1 1 IA- r, arvallabile III hall head in carbon Steel and Troi 304 and 416 14! !-_:: '1,7, --SDS, H4JM210 3.SDS, I41,10.-x�,lu Snc, Hanger St&knl*t$ St" OF %-Ath countersunk head in oirbon steel and 24 liti III sores hangers Top flange hangers jvLt mule ijug,­, from 1, 114" to 6- 11 K',123 TFIC011-12, THGBH3 THGBI14 t,-- Hanger Ul✓ I, Type 316 start II steel 7/8" and heights irai:ii fi,,-i c-'v, PMS4 5 THG0H2+SDS3. It DcA IIi T. PaI 'r 8 Titen HO R,-/J CouFilw TPr'r17A14.1ZC -iren HD Threaded Rod Ccuplar for concreie (n 25 111 set;*,, TUp flange hangers available in wildths rang Ili I to 6 THQW3-3, f .1 1 3, Tl+.,VV4 4 9 TrIen HO Threaded Roo Hancilar I I I 1U51_t)1`pdRHL I Hl.)�,,," u6iI TfIL�,t 1I'� . 2 P rurn HD Threaded Rod Hanger for concifillifir TI-1050234RH THC10212RH 25 Pi PFB, RIFOB, PFOSB stai hanor,s I up fiarli flawtiti iiij,ifilblorl width of 1.9116' and heights I Wedge All (WA) PirJgr iii An(;Iioi fur roattonry ting,rg llcr,.3 '113 to 7 1*` FLXI 1473-R5 FLA13904-1i (D 27 RR Ridge galte, : lv•ii , 28 WP sores hangers 'Top flange nargerr, availanio if) mcins winging from 1-9116" to Siga X Product Model, Number Q, Nil ng, Product Description -'eq 9 FrodwJ1141flodol Number QrName Product Doscnotwn FL#11623I 1,d' and heights Far ginq Irt Vill to---' CE7AL20 Oculi t­ccc3:l7:I 'ri I _?'­­;sV? 52-SD&AUG, T'.]fM3 fi,` SI)S(.; 1011;CrIll, llief Cap ll Fr;TRHL FGTRHIR jjjr, fjjll}; H'Jr2 1.41fli Order Rotirotin Aivciwl Hur"Carle TW CCTQfv% 82 SDSG Cr_TQM5 50 SDSG, _-CCi I 'SICSG I.I� �,J SUSr u N Product Model, Number or Name Product Description Al' Xn'!l1rjt, FL#10OW-R5 4 11 rlfwl \Itt HF- I fiA) Hir-TA;14 HFTA40 Frinhiedood 7ruiI Anchor i i � I� I I 03-�i FCCLQM5 5X,-KT, ET-HIREpoxyAtihmiriefiorritrascinry 5 VE'TAL12.111I 16 11l Hil X f mbedded Truss Arichinr L I-I.Lifilt. I .�.Y.i 1, 1 L. f- _,QN1D`­5O1'­KT, ECCILRQ1003,62G-KT. ECCLFIQMD4 tl,'� 3 S ll SET-XP High Strength Epoxy Adhesive for masonry I Product a Number or Name ABA" i1ttlA44,1 AFA4(3, ABA46R ABA66 ALIA(kirii Product Dellonytigin Adjustable plotil Hatte 6 7 HGAM 10. HII HHFfA1 6 HHL-TAZCi 1-fl IF,, �,,, 4 1 11 11 A4r) ftI;v.rrirV let of r �orrnectri I It J I 1 ­11 At -Id : I IINS ii TIL hit 1 3 Kii, I C_� � It.i 01 1� f,::L; l, I HGUf& 25 HGOlvi f I ISOM9 CC Hi Vasi I,.nL;­j,,i 4 5 1 -ten 2 It 11,12) Sitrong-Boft 2 Wedge An&or for masonry 1 rien 2 Scre -w Anchor for Concrete 2 AB'-'4' Al AbU48R. ABIJ5.5 Aei Ai ABUti ABI-Iii Al Adr„usiable Post Ease a III _GT3-SDS2 5, LGT4-K),3; Girder ec,,wo 1 1-" M16.2 LGUM26-3 LGUM25-4 MA tarry Flearr Hangers 05 TrIen HO' (THID-1I Ti­U-,::iti,;S) I ten HE) Heavy -Duty, Screw Anchor for ro rre,e available In 37A AqUi ABUlWO AF1UI0IO1R ABU111212, ABU1212R 9 1 i A,' Lateral -truss Anclici I :.�' )PI' 3 LGIUM210-4, LCLJP44C 3- btamlffi sleekfi nix wad and 11th taiinli steei A- 4 AB'N441 AEW4ui ABVi ABVY46RZ, ABVV66Z, AP'4166RZ AF)Vyi-I An4, Ar.4111i A.^Fit, AC.O. ACOIR ACES Adjuslable Post Ease Puw Cap I.IF rAli II ii Mill MFTA24 li Y.nTAMIlti rvlSTCW140, MSTC1W F i,haddod Truss An Orr �'l ll, T* fol Mason I FHA." 121�4` 25, MIBHA3 12011 25. MBHA3.:utC i I- 1 11 fit 0 Wl 88. USHA3 56tl4 MBHA3 56MG, M16,A3 f6riii '.if r I 14%,1 1 n:, Flarl Poem Hangers I.,i Turbo (TNT) countersurit,, head Then Turbo lkew An, nor for cOor,ele, of wsi,oniry d LY;1, BC4I 2-1 3C6 KKR. BC8 BC52-2/4. BC52-3b6 Fi Cap t, 1, IJ t W21). HTSM16, HTSM20 7 -t.jp lo; Masonry 1 01tT 75 119HA5 Will 25. WHA5,50i 1 88 !v,,jHA-, -J, A 6 CB44, CIIA(l CrAa CPAR. 0,111188 Embedded Column ease It,11i 0, 1:1"" 7 C135044 SDS_' C!35O46 SDS.1. CBSW6-SDS2, CBSQ86-SOS2, Embecidtild Column Base 1, I'Ll 11 W5HU3,58i MSHU3.5&1 1 .88 MI 11 ,6114 FLA1,16537-R3 8 CC, ECC+ !CCl, Sines riled miumn caps with VV1 ranging from 3-14' to iii FL*M 1496-R5 I 1, 1 'Fill IL)fl 15019 25. hi 50111 25, V13i,iU5 -A111 1 BF II -arqrrj trorr 3-51R" to i-10" $"# product Model. Number or Name Product Description Cz q CC.Q-SDW 5, ECrQ.SDS2 5 Soi 15,rieviti colunn-,,ti vith All ranging from 3-1(4" to 9.112 and Jill ProductModol Numberoi-Nivne Product Dersoription I X't4P.1013-5K XIS11016, X115101l XCIS1016. XQ1BI0I6L4K 41C�11 6 Sttor:g-0-tvo X IvIti Soff-Ordng, Tapping Screi vi 03 W2 ranging tri *in 7 - I f2' L I' Llet. K I eriftion Ile 0611 Point > 10 CP7447 CPT6i -PT&5Z Concealed Poi Tie Be- I , lb Bolf"Cil 1101110-1 "q FL#fr3975-Rj ? X: Q1 1471:1.14 X1_Q1 1491224-2K #12-24 Stfonq-Co,ve XL [argiri-Head Metal Soff-OwflIiing. Tapping DF,II Point DiametteT Washer 11 12 15-1 Lipi EPS46, Elpi566 E-PS4Z Embedded Post Wille Embedded Post Rave 4 I _. I_ I _i-:L) 1-11398 1 FTT4 PT75, HTTS-3/4 bolrei I-Wildoirris Torsion -e, Seq* Product Model, Number or Name Product Del,crilittort Xi 14S1224l XII 14912241 Screvits wiff 06 and Large Hex Head #1224 Strong -I XM Medium Head Metal Self -Drilling, 0 13 LC844 LCBA6 Lritteddee r(.IILI,n:i aille, LT T 19, L If 7 20S, L7n31 Li Tension TVs S:)AC22(k, SEW.122338, SDW2243e, ISDW2ZtI SOW_121;00 SOWI SOW=638 Stiong-DiNe Sill EWl PLir arld Tapping Sctorvviiwltli #5 Lild Point arid Medium Diameter Hex 14 LI LPC6Z Light Po,tf, SDW22834 4 XQ1114SI 224 X011148122il 5K X114SI224, XCII 12SIZ24 XQI 1281_14 2K N12-24 Strong-Onve X Moot Self-Orilling, Tapping Screwit with.eb 15 NP13447, MPBW MP(1i87 ittill"""t Post rfa5e 2 SDVVC15450 SOV%C15fk00 Strong Dive SDi TRJSS Screw: Loll Point Wit i 18 P944, PB"R, PI Pill PBO6R Embedded Post Wse Lot �5213 R5 31 SDWI-1119300DRSONI-11040CUB SD'ArHi91$Y_-Lt1= -L:0,1HIEK10i •$1LIVvin IW OC-C cil Strong -Drive SDWH TINIBER-14 EX Screw 5 XU34SIC16. XJ34BI016-5K 01(�lbStmng-Dr.voXUMet3lSeN-L)rgltng Tapping Screwsvot; 17 Pi PBS46 P6956 Embedded post Base 4 t0fiffilli-4274OUG SONH2760CG SDVVH27800G, Strong Olive SDWH TINUER-HEX HOG Screw li Until Point is 19 Pi PBVIO P044-16 PC4B-10 PC48-18 PC64.18 Pii Elpi ILA E-PC48 Ifili EP( 48-18, Round Post Base Post Cap Sea L9 SB518x24, SB7/8x24 SB1. 1: Productl3escrubtion SB Ancho, IS,, 6. NS13212, SDMI6300, SDVVS16312. SDVYi t,_JV.519II SCIViii SDWS22400,5010I/S27�-4i Strong-jrve 6L)WS FRAMING Screw Slicing +Clirve SUNS 7 IMBER Screw (Interior Grade) 0 SDC8416 FPC81318 2 SSTB16, SST820, SSTS24 b= I E., 5'z &J4, 5S1EQ15 SSrB18L. SSI 8201 SST824L. _QSTF, Archor iWiIS^ Ili SDV.S22900, SDAS221000, SDVi - X , f­ 1 rx FI-035320-1110 IL 20 PC4Z PC4R7 1-Y-37 PC6RZ pi PC8RZ EFI EPC4RZ, EPI Epi F--FL,V Post p 1_;STld,28L 7 - �3i 1 :4100DR SDW322500013 SOVVS228CCl-)B+ SDNSZ28COL)H z Sticing-Dmiti IAIJ I? (Fitenior Grade) FrIfIC1311I 9,11vi nrlcx 'p SW Product Model. Humber or Name Product Dotvchotion "I PP'�144-AZ PPFf,&4(iZ P:)Nt Haiti. I S-)iri i 1: HI !ii;vir.F�1,19179FIF! /,, (1,,, j : I ;,1 1 r,1;S(-,I143 9 OSSCI346, DSSCI1348, DISFIS [)'if[ !�11 LIt 1i (D 22 RPW Retrofif Pow base FL#1 3872-R4 0 9XV827:11I SOW8,174,)f), 1:1 411:­ iw4m'S".1111W1i SDW527tW1rlSS, Strong-DrNife SDWS T-Mlilll 6Sncri 2 K S14,3 ", l(,F,4 F,!, F-CM 7 5 ll 5 Fi I 'I Bypass Framing Filted-G&F, Connector (f) , 82110CIOrSS, SOVI i�`DCSFi fi,Wi 3 1TPHSD?AS10Ib, i lit ISWW'311011 ISF)*14Wi0If!j tfK F 01, iF'i 0110. 16 arid 912-14 Strong-Orive FPHSD Frarning-tci Sell- Seq X Product Model, Number or Name Product Donoription ij !t. 3,11.riv iS400 StinivU L)ioue S[)VVV SOLE F0 RIM Screw FPHSDI "SID34PI214.5K (iniloriff, Tapping Screviifi m FI-010866•R5 (MST17 Coiled Straps I "ZIT Ii I C.:,con, Accents Hex -Head Washer 4 LSFr,2 25 LSFC4 255. LSFC6 25, SFG2 25. SFC4 25. SFCG 25 51stil Framing Corret inn I f?"i I if, FA HRS1 2 l' HAS IFIAAW FHA112, Fl lAle l IA::4 I -A "'Apir 97 Mot (12 ga; r, I IW-4 2"1, L&%6 25. SSC2 25, SSC4 25 SSC8.25 rLISSC2.25, livi 25 MSS06 25, Steel Stud is nnr,Ar;icn, Soo Product Model. Nti ber or Wrific I A F �A Pr9duct D­_46ption 1 3 li Mi SJMST27 SIMST37.S1MST48 HITS.16,11­11TS20,"IS24,flil.':t� 1­>K ''Ti H­­ ­!­ 1,. 111 91",63-RI 0 li SS:_,4 1'W* Y&SCO 25KW RCKI RCK,.1,f,_, !, R(Xeii? Rig to Knee Wall Connector < 2 FRFP Flat Retrofit Foutfidirihi PIWIrt, 4 1 STA'M, I ST149, LST173, VISTA9, 17. 1,1.,rf- T,. A'I. fill Straps 4, fAI 7 SC19435, SCO45 5, SCE,47 5, SCS49 5. SCB411 5. NISCE1453 5 Byp­-, 1"FRIT11nil qlirl�i C.011ne"ji In- 3 G-1446-6 I ",145-t: `7P,1". C,1­1410-1 GH41J-8 Q,1166.15, CHW 6. (-A 101. if CHUB 8 GH61 0.46, GH61 D-8 Crider Hanger ti (,it UI " L; I A I Al 1, 111 LSTA21 II Z f2vi LSUBH3 21 ;1 IPH^. ." Vzli 27- 5,japs 3.3 mil (20 ga) I Bulging Connector Sea X Product Model, Number or Name AS 18, AS 18S5 AS 1111 Product Description 18 ga T,usli.Plates el q %-_5?2 5,97. SCS62-"7. SCS625r 18. SCS82-61118 Vr :In FxCws 5 Bypass F tripling Con rector Head-cFr-VVal( Shdr-Ckp Corintectorr 4 r'1_26A. OL55B GLI55C L 7_111I Gil GL87C GLB7D (:Ijji luea-ing Plate 7 LTP5 Lj'.i fePtale, AS 2)HS 20 1 High SU@njtn Trust Plate lu bX826MSli Steal Joestill Connectors 'I 12, GBLTSI 2, OLPT518 "l-illi r,1I GBLTS20 (­;iuwrn r;eA,e,l ri 8 LTS12, LTS16 LTS18. L.T( An-?C 20 ga Truss Pate 11 SS93518 Bypass Framing Slide -Clip Strut Cofrnectv.i 0 I CLUA HGLBB FIGLEC, H(.3L6-, Heavy ijju4ni 0v,.jr,tjg Plot- 9 111 NIS [ A36 5 Q11 t. 2_-4 5T9, ST12. STII ST22, MSTC28. MSTC4C, MS I lin,iife, Pute Clunneutoi 12 XLS'+13401414, ifil-SI1781131414 #14-14 Strong -Drive XILSH Shouldered Ser Ohring, Tapping 7 1 1 HGT-3, HGT.4 Heavi, Girder Tridii 10 NSTC66, MSTC78. S73. 'v;, t.3 : n' n, i 1 Screws LLJ C- 8 U F P 10 S C, S' 3 Unrive isa I " o wni - pi,,- 11 WS12 MTS18. NITS18 fvi 41TS24C Ni Med iu, n _&nt 13 XQIS101 8 X,-21Fj!'.16 4K XOI!31214 XI-IIR1214 S St X078S1224. XQ7M1224 lfr: 91C-16 412-14 and 012-24S"rorng-Oinve X NeWl Self Drilling S C_ 9 URFP UnNersa I Retroft Foundation Vials 12 ':ebl a181 81, S162.06,518223I Soil ti, 1_,iiL,_C-t-. >,b.1-1 111 -_'LJIJ2 S,`840i? -4b4 121. -,164 28, SiBi S4'W- 50 Top Flange Jo,sli 11+.,elt, rL#i 5730-R4 XQ114SI 224, XQ11 14 D1.1,714 ? SK X0 11 �S , 1: 24, X'Q 1 174 1 :7 4 ?K X14171 CI li, �K X1SICI6,XIBI0I"K XIS-1214 XIIRI�14-1�K -.1pping Screws I 1 �, Vii 1_lrL14 1 12110 SeA2 12112. SifElli ::WdA.4.I(!AI. WILIA-11.1u1%, -criRall1jis J0*tHao0&i Product Model, Hum ber q, figine Product Cimnitifion _j Sill 15,12, Srli W14 I-T I Ir A:11,eirivP Ai III concrete FEB 0 A 2.1 A - Hurt rant,' iv I '. .- I.-, .,.I. ."-. : ll !M 75, GIDIPM- 1 OU, COPS, QW 50 (1 ow I Do, rH tic 6ctialoti t3tteri and aesemblIee r Sli Si Hocctwii; p f, F, ..I-, PnPAT PnPAT-K PINII Pttii PINWFI PDPAM II .rile err'. studs, and assemb iii-, 111 SfHDL14, z:, :.HL1.19 SIHOl- I I HcOori ri, K III rjPA Pr-CLOPA PTPHA3, p`TRHA4 17 art0i .1 . I Adhesive Anchor for concrete Virtual Review Assist, Inc. n Plans Review completed and approve' HEET NO. for compliance with the 2020 FBC 7th Hitler by Debra Anne Klahr PX2300 August 10. 2022 PA 1.3 > IMIAMMADE XUAMI-DADE C. PGT lttdw� it ie-. Itic, PGT Indw.rrie.-I. linc. 0 PRODU( r ( ONTROL SEC TION C_ 0 76S!l ()T[('. E OF AC( EPTANCE. EI-IDEN"CE SUB.NUT TED -NOTICE Of A(( MAN( E: EN NCESUB.NUT TE D -EDE. (D I)F PARTNIENTOF REGULATORYAND ECONOWC RESOURCES (RER) Manu, Ficinda 3,3175-2474 -01� NOTIC E of AC (EPTANC El: EN-MENC E St"B1MTED (D SOARD AND C ODE A DMIN V'. � l I � Cil N! 71 IN'T 5 ION Z1, F x, of i( E 0 F A CCE PT A N C E, CNOA) I Exidence �ubinirtrd underpreiiousNOA 1). QU.A.LM A S S URAY CE U) -M U) .k, L) &A. WIN B, 1. MixW Dade Department of Re-pialtoryand Economic Reionrces t R-ER's W U -0 _0 C) PGT Industries, Itic 10 70 Technolor- D i1v e. 1 Manufacturer's die drxa wo-1 and Te'l Iqllor!'n �.-%a Infiltrinoll Tetr pe'f FJ( 0 C: (D North 1'enice. FL 342-5 (Subinified nnderN0.4No. H-61 0 7. 041 A:�� Prts�ufe per FB('.. TA� 102-94 L� \IATERUL ( ERTEFI( ATION'� LD SCOPE: Drawmg Nco.'NED-5570.0- tifled'A"ur.ri Sliding Glass Door'NOA i LNI)­ sheets I 3) Witer Resistance lest per F Bc. r.ksl 2�.,Q,_. 4 1. _X otict of Accepiance No. 15-0528.14 issued to NIL'sion Exinistori Ltritited for their C_ I 14-- M M (D This NOA isbeing ti,,xed undet the applicll J_Ule� esnimz tLe iveclf cowttucuon aiite: hill, The through "I of _2 1. prepared by nmufacraref. dated 1C, uf,'I 5. with rei,isiolil diled 4) Large Nlissi te I a4iii, c I Test per F B TA S, 21) 1 "AN-hite Rigid PVC Exterior Exti-tisions foi, Windon; and Doors' ". dated 0S, I M 0 U') ,5 E 0 documentati nsu6nitted ha-. beenieviewedmid accepted by,**Iiazai-Dade Counr,-RER -Product Coarzol cielct;­,11 to 0410S1171 � signed and sealed by A - Lv= Nfiller, P. E 51) C",,il Ik1ul Preilstife Load,11lopler FBC,TAS -103-04 expir�g on 09, 3019. W tll�e Mwd MX= Da* C-Ownr aw.1 - thel alem where allowed b,,, te Authwiry Hr;= Jurisdimm (.W), 6 i� Foiced Eriwill Test per F'B(' TAS _'C'12-94 2. Notice of Acceptance No. 16-020.08 Issued io %'lston Ex,lniston 1-umed for their C/) This NOA shall not be %,aLid afte:tLe exFuaticsin date stated bekw Th elkLaxru- -Ds Lie C. outm, Flrcl C ourn.4,Sec 6.-,u B� T'E ST�, alon w tb tmiAtd-i ill d rao,�, �11g�:larld iit�l alb rvirt d la prun of %wvl sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PN'( E xterioi E in-ti1lons foi (��Cj 111'%Lanu Dade Couuro nndci ilie.-�H! !he rillif 1c: hni-e Thl� - I Tesi fepcls on I Uniforrii �taiic A u Pfr-;_�klft 1 it, t Pei F B( TAS 21 bv F enestration Test ing L ab � �uc , Test Replcril N o, F T L 8 5 49, da i ed 1106115 . signed and Wbidoiviand Door� �nled 12 OS 16. expumg on 11,29.21 Product cii If thizprodulci L)i =ierialfaiE tcpe�donnrri the accepied 2) LaigeMissile impoccres, pet FBE, TAS 201 -94 1 lA 1 �,Md I 1 .16.1 Notict of Acceptance No. 15 led heir -0528.15 issued to Vision ExtrusioriLmlit for t will mcurtbe expense of %uch te s�ting and the AHJ may inirtiedialeh-re'voLe.modify. of Cyclic Wind Pyeilsiire Loadingper F71,C' TAS 203-94 l 6 .�f-J fr'p-:1 �-I� i -kli 111filtrat"oll le -A rtn i k C oated (Painted oi, Laminated) Mike Rigid PA-C Extei-ior fxn�usions for ,,uspei. )f such product or matl within (heu, jurisdiction. RER resft-ves tlie tizht to revoll- this along witlinLuked-up drawings and installation diagmi,l �T: I shdirtgglass doilx� prepared �rallc �.ki: Pleb:AMe pet FBC� TAS 20-1-94 lVindows and Doors". dated 08,13-45. cxp=z oil 09,3& 19, ACi_el)t3,1Lt.' it,.; i: dete-nittio-zi Sec�tion tbat th-, pm&xt orruaterial fails to . b%, F eri est ra i icri Test, ing Lab. Inc.., Test Report No F TL 8 1 �'ntpd 1 0 7 1 ,Vc7ned vid 3l), Wi ter Resistance Test per F BC�',, TAS 2021 -9 4 4 Notice of Acceptance No. 16-0712.02 !&�ued i o E' N"E RG I Fenel�t n T i on c; cl t ions U S, A ineel the loqltuenifvi v� of the applicible ��IUIJ%rg co�zk Tui�� pi oduc t if, aM oved as de sc ribled here in an d ha i. b ele a de�l igaeld to c oinplyw ith the FIO i ida E u ildw 2 C o de. e -� �,-J 1:, 1, 1 ") It ni:s Ofte I P F T v - :1 r q � " �,� . I - t, ., I �-� :, � - . , 1 1 �� �; . " � : � , g . I �'l 4)L;ueeMvsik Inivact Te,,r p,-i F111(� 4 Inc for their ""TAN 3040 and Lighter -Shades (NionAllk"hite) PN ( Exterlior includin glheffidi Zoi:*� DESC RIPTION: Se i lie; ..Z.Z le,�i rrVoiT on I �Att L&Im-mon Te LA4,� Ufaform S%olc FB( � 1 --k _'o A 21 Air Loadiligpiet FB(', 103-94 - S - 1 along wititniirked-up diall�iuigsaiid tasullation diagrmn ofv�,in�il door.prep.ued Eirt-usious for Windows aud Doors" dated expiring on l C4,21, -EF 5. Notice of Acceptance No. 1"712.04 issued toEN. Glf'eiiesirLitiotiSoltition�LSA, ­) "Bronze '( Apmo%'AL 'All 1) A".orei Resistance Test,, per FBC, TAS 201-94� bv Feriestration Tesrin�lz Lab- Inc Te�l Re*(*Tl No TTT 8�74' .�,n re[j 1. 1 � 5 "Mied md . Inc. fortheir and Lighter Shades of Cip oated Rigid P A Extenor D(_)CUUENT� Dltau=gNo._\ED-5-%70l,0 ReA-B� uded ShdriigGL-ts,�, Dow N0A(Uvf,)­. Uxez 'I �,inc 1 0 4) Large NfIssile Irnpact'rest per F'B(-' TAS 201-94 I eaic�d 1:,, Ortp� P E iepui7, re,,,v,PJ �,�u 2 2�,� 16 �i� Ein-usions foi- 11"indows and Doors- dated N, i 5 16- expiring on 0416,"20 zhi�.,uah of2 1. piepxed I.o,- dated 1 ll � �nt revised on:0 1 ��l'2, 1, signed arid seated by A.LymMiller. P.E.. Not ice �i Cvc, "a tcl 71� 1; l c:1 �l, b (. � � ��i' A 2 6) Forced' EntiN Test, pej- FBC.". TAS 2021-94 7. Test rq)on oll 1) Uuifonu Stwic Aii- Pressure Tesi � per FBC � TAS 202,-94 2) Large Missile hIlp2ct Test plef FB C. DIL S 2 01- 94 6 Notice of Acceptance Nio 16-0-12.03 iisued to E"NERGI F eiiestrar ionl, olut ions US.A_ hic for Yheii- "lifte Ripd PX'C'Exterior Extiusions for"'indows and Doors ­dated Acceptavz e nituibef and expiration date by the _%h=-Dade Coulmr Aolitun Couuol.Secuom z along withtliarked-up drawingsand nist.thation d0grain of %imy] slidirig glass door. prepwd 3) CN-clic �k'uld Prestwe Load ui,g per FB C' 7 A r, -1 03, - 9 4 0810l 17. expiring on 0228118. MISSILE I-NfPACTRAMG:L.tt--e.4n(ISmnU'-%Gssik-ImpactResist.int by F mi e st n, tion Tes t iiw Lab. I tic - Tes : R ey) o s N",:, F T 1 -10 1 ect '1 0 6 1 ",7 1 alotte,ilt-Ith narked -up drawtngsan�-, itictallation diacraillof >hdill", qlls�l* door plqlx,e� * 7 Test repovsNc(s). 10-M24921(A). lill(152T 535753-09. per ASTME-84. 1. See table I (sheet 7� aud table 2 (�Ieer�) �oi applicableSGDiunt tazes. desqupft-s�izre,,�. itinforcemen; s til, 1) es s 4e ile J b� - I da h r, r e v, P Ic- Je,; rep o ri re v i. � le d on t 1 4 10 1 2 11 -'I'l I bv Fene s tra t I o i i Tes, tin g L ab I tic .. Te �T Repoll N ct i T L 6 0 3 8 im iz,.): le ; -A- I t Iwo A - l: I a t ed ASTMD1929 and ASTNID-63i. ic-sued bv EXOVA to Vis;on r'-xtniliton f cellulosic lor r , �, e . �i Idl riser � see tables B-1 & B-2. sheets 7-8) and awbarlav, out SIX-ets ireilitirement-, in I I dull 1 3. Test repon on 2 � ".,ilforin Static Air Pressure Test. per FB(, TAS 202 -94 I I 10l 10). iazued andseiled tnl, jorae A Ciuso P E (Siobnotted unih-NO-4 No ]I- '�X)"te t'ell' ' " (Submitted un,derA`0.A.'-\l 11-0107�04) 3) Ware- Rr�isvmce Te,,*t, peT FBC. T_� `.l) 2`11' -1 4 81 "Ieir ieplort on I)Au- Infiltration Test,. per FBC TA-S 202-94 8, Notice of Acceptance No. 144)916.11 15sued to Kurxiy Auk-Tica.. Inc foi their 3, E le do ot r, initst c omply with t" clear width ot liet*t pet FBC requitvamt. as apphc able. Large Nibstle Iii4)ac t Tesi Pei FBC - TAS 0 1 -4 2) Uniflonn Static Air Pressuie Test. per FBC. TAS 202-94 "'Stn".VGlast (Clear and 1�lk ife) III �k+layev . expiring on 07 04 1 S. 4. 5 Cyclic Wind Pres. sure Loading per FBC TAS 203-94 �'.i z er Re ­inc le Test � pe i FB C TA 4 Notice of Accept, l 16 ance N -1117.0 1 il�,sued to Kummy America. Inc. for their LABELING: Eacliunii Aiall t�eni i vlll��, 1.k oll ot-logo. cir.�.state and,.ene,� ai:A followtuLpstateniient: "Miawi-Dade Cl:,l lzci 6' Forced Entiv Tesi. per FBC � TA S 202-94 111ong wi i h nLu ked-up drmvwg� ladi -I lri�Al d Llgr�ul-, of 1,�m ' %-I il-lidinggLis, prevared Lifoe h34)iu Te-,-, 1)ei FBC T.-k� __(l] -04 3,o C vc . lic '&uid Loaduig per F-BC. TAS 203-94 Tro,4folt Un-aclear. (Jearand Coloi-PA-Bluterlave on 0 TO 8 I.P. I'S CXPUUlg W RE:\ E NVALL of this NNOA �:, hall Lie c on�A�lJez ed.lflei a t eue%�ml alsil licaum be en filed aud there has beem no b, Fene si rat icii 'rest itig L ab� lil: T t-, -i i td 104 1 s lIg I I ed 3nd 6"') Forced Entri., Te si. per FBC, TAS 202 94 F STATENEENTS Aiange in the apphcab,1#.-bwkA2l 1, ode 110-gauvetll, affil tulle the petfccumuce of this P1 o1vo TERULNATION,oftiil, `;1l will occut aftei the expullilli-Midarle ol if Olen., ll&� bom, a tel.-isilim lu change in the ea le J 1) 1 da hl=�` 0 Ilega, P E � l J oll 02 1 --. 161 4 Te�t report on I) Air Infiltration, Tesilt, per FBC. TAS 202-94 1 1, lr: and 11111tallation diagram of ilinyl sliding glass dooly. prepared estwg Li��� luc lle�t Report No. FTL 6337 (&iiiiples A-1 thru A-5'. dated S tat ernen i le 1, t lei- of c onforin ince with YB 5 1 h E di tio it (2 014) and F B C - 6111 E d i no i i 001 Issued bl'� lilzuluf,�Ilcwrer, dated 08, 14 17, signed & sealed b-%- P E� aiatei,aE me. ind-btniaxrlllf13,cfttreof the pill.-ductor ptci�rpsl�, Ulufofni'stitic Air, Pressure Test, per FBC_ TAS 202-94 101. 1:1 , I i. - 2 Statenient letter of no fuiancial interest, dated 04 IS 17 issued bv aialiufactureT signed foi 3d-vei-tisine ot auv Cithel PUIPCIElVl, shall autclulauli:ally terminate this, JX(DA. Failure to coniph'-with au'l 3) Wxter Re!�istance Test. per FBC. TAS 202-94 9� Lk sionded bv L,%lrwi Nhulei P F `11!c tion Of thi!. No,�,,L,12 t',e cail,* for ternination aud f ttriov. all 4i Lii,!,e NfisWe lmp�t TF�i pef FB(--. T'AS 2101-94 3. Letter iof lab colaphance, part of the aboit tet i-epl Florildrtanifollowedblvthe IXUA Pre;,�kue " ovIu. per Fb( TA'�, 11Y1.04 L L k T I N'�, 4 RER Test Prclli�l,csalNo. 17-0387- dated ll)�; 05 17.;,ivned by 1,,haq Clixida. RE expu'ation date may be dt, plx� ed in advestisln g Weintute thenitshallbe Foved Entr,- Te,�t pe-, FB( S I( �Icljol 1''eidicat oil and �tnictiifal coill -ith nk. I I g 1�i I H 4 done in Its entiret-l- dra"vi,11 2', '1111A ill.�ta IL-t �Iorl d -I-- of Ll Juol fep"UtQl . 16 -iled bv plq_�:irllii Ill% ?GT Jalted 12,00 md �e, G. OTHER INSFUTION:Acc. dvJ1'b11;rr1'j r1i'd P. triv Feiiestration Testin g Lab. li�ic� Test Report No. FTL 8548. dated 12�1104,15. signed and �,kv.thoriil, L IIJLII�� P F (Snluwrted uroderNO-4.Vo. 15-1210.01), or 1. N e of Accq)iance -No. 15-1210.01. issued to PCT Industries. for thm Series Ic iLaUbe s-�:ailal &t trispectiocat thejob ,Lie at the i tqllle.tof the Building C)fficial. sealed by Idaltius, C)riiiega. P E (Test rqlorit revised on0l 0416 and01 11,46). Glazlilg,coaiplies lvith A lil-NM - 1300-09 1-inyl Sliding GWs Door iReilifoi ced s - L.M.L­ , expirine an 04 14 -11 1bi-,N0Are,%-ises&renews NOA;*20-0429.05aud c omlsts of this page xideiidewepqe� E-1, E-2,E--,. E-4. E-5 & E-6 w­xeJ1 as, 3pprm-al documentmemonedabo;v. I - 4.1 q 1. ( h�l a d.-I, P L I -. 6 A C1 1, C hlkUd2, P1. l:h.14 1, (4,knda. PZ The subilaned dccurwnratioa was reviewed by lihaq L,Cbanda. P.E. Prc,duct C min ol L'um -.,up-eri im Produlc t li,introl Unit Supervisor Prl) dw t 1: ontrol Unit Supel 'NOA No� 21-0:10F.03 0. -� Y 0, , 1 - @'.' 0 4. 0.1 NOA.Xo, NOA No, 21-6:0;.03 fxpirixtio:%Dlate� Apri114.!0!6 Expiragiaul)atc Aprill4_0:6 '0226 F xlmivi tit� n Date l .4rilN.. illtioul)acle! Apri114,."'.6 E ipi r, .1 "l-WAW, Approval Da te:Maril 4. 2021 Appi oN I ti: I Z Aij,pin% �i!� Date,, March'.,;. 2,021 ApprovittWtc Match 2S,2021 E E F G T Indus tj i e s,. Inc . CGI AA*indows and Doors. Inc. PfloT Industries. Inc. NOE( E OF A(--(.-- EPTAN( E: EN-IDEN( E ',t'B'\1FrTfD NOTI( E OF A( (­EpT.-LNCE: EN-IDEN(.1 `�UB111TTED ZjOTI( E QTAC EPT.-UN( L,: EN'LQUNCE $UBMI'l ILD 2, Evidence Submitied under preAlous sittimirtal E. '\lATERl_XL (-'ERTIFI('.kTli)N.Si'coiirttiu(-) 1 Nil F % ill4noe �ubjnirted o1Auctr..:T-,- -A. DRA1A7LNC;S 0 881 BTIL11-irl. lu -ft---:F. ASTM F I ' Ac,' [)303� Oxv,4-en-P,i�� ASTM --E A. D R-A All I*N Gl- 1. Dfiwin? No NE[)-55'70l,0 Rei- B. tilled "Viny] Sliding Glass Door NOA (LN�j­. -�.hetts 1 -190 LG Fo­-Rll�s �Sflblllllled I Diaa mi2, No 'UD-55-0,O) Rev B, tifled'A"unrl Slid= Gla-,� Door NOA sheers I nd las thiclugh ot I 1� 1,�: I "I r filifef dated 10 5 11 15 a t revised on '21_`210, ibloilqh I ll I J�:llepzed tly 10 o;` I uld la �t re il- Vtd oil 0 6� Pyt Durawal AST74 Cf, IS Condkicltv:ty 2_' B-F__ stvied mid �ealed, by �A Lynn N,liller,, P.E Quinex couiplytrig with . _` --,-i signed and sealed by A, L.�mn NfifieT. P, E. lil-A't­ -F A�-,'TNT F 1249 1XIM-Pass. ASnlI D I -LA Avgoa Penwarxe Pass. ASTM E .4, �allle 111stIlLillon -xith fl,31 head M, - - I B. TESTS 21SP I (T Duilibilit- F� `46� [Wiv Pouil -20OF l 48 hrs. 1. Te-,! -epori:� on 1��lerFBCJAS2102-94 LoMbigperFBC.TAS_102-94 7 B. TESTS 1, Aodl 3) Water Resistance J'eSJ � Pef FB(,.' - TAS Rill:%d Pc,1%,7,;niyl Cliloride TVQ Exterior Profiles for Vision Extnlsitnll�i Ltd. -N,'E):- I 1)-,� 1� 4) Lxge.Mt�,;ile Impart Test per FBC. TAS 210 1 -94 , -1 A.AMA 0409, 0." , -5) Cyclic Witid Pie s iurt Load ing per FBC. TA S 20 3 -94 along with ulark-ed-tip d.,awuigs and astalLatitw dtigrain of an PGT Industries. Inc. 8- Vision F-Mnisions. Ltd Pzui �., compl.%'llic P%'( -AlAN LA 13 1 None repre,..,eutxi,,,e util listedbelow andtlested toqualify Dom-sill"191 andRuln-sil 983ulicones. eSubat hYed upiderNOA.Vo. IS4409. 05) prepared b,,- Fene-tration Testing Laborafor;. Inc.. Test Reports No..- 9 P1,Y - A.Mk,lf for Rigid Pohviuyl ("'bloride (PV(".) E,�oelw� I Q1. ALITY A S'SUK0( E FTL�- -80-. Ky T PW5,520 P'�CF Lxed Witildow (und 6 in proposal). dated 09 03,14 Profiles foi :clu Exiiiiislirlas, Ltd-Ni"EX-1 bv kANYA Fenestrition Exterior Prof" I kiiiiiii-Dade 1 epartntent of Rqpilatcln- -il ill" RER FTL-20- 2 10- 1 � FIGT'SET" D 7801 Ahunuitain'Sliding Glass Door (Imit 7 in prol F"71-20- C-eflIfiCatiOlL _1�am 210-.2. PCJ T .-�740 Aluin xsernent Window (unit 8 iapropo�,il) FTL-20- 1 (.1 Not e of N IS - 12 17, 14 isstiled � o Eiiergi Fene� r. rat ton �,olutioii. T-T I�A - Inc t Ic E, MXYLKI-AL ERTIF K ATIONS 210".3. PGT kk'76210A Aluinumin Fi:wd 'Xindow (imit 9 ul, propolilil') and FTL-20­210-.4, their "Tan 3040 & liglit "hade orl:011-IM-11ko Whiie Rigid PN-( Exteiioi Extriisiou%; foi 1 '!';otice of Alzreptui�,t No 10­030;-021 L5sitel ro Kin at av wal. llkc� for theili > ,I I PG-Ir filk-620A Ahiminuin ftxe(l '�k,'tndo)�v (Unit 10 in proposal,) dated 07:13 20. all signed - . I " J I to do 18 1' � t � i ( le. -I I . ( lea I . a it t I ( ok, i P \"B (-.. Ix, ��� I a tir i I.-o t� i �� exp irai,2 oi 10 7 0 8 -14 Windoltvsand Doov;­. expifing (l l)_' �)4 '21 0 and sealed by Idalaiil P.71' 11 18-0122,02 i,�ueci �u Erier!Z Fet�e,�Jfation �,ohttton_ USA. Inc. for 2 taiavAtwerica.bic. for rheir t LT sene ioli Win�dovvsaad Doorl;­ xp g il(lear and Miitel Glass biltei 1�, exp, 2, QL OTC4,23 he' s like Ri2id Pl*( Exr(�t ioj Litt tisiotis e ifin Oil IME C CXLCULATIUNS I FBC 02,218111213 1 18-1106.10 issued to Exinilmaow, Liabled for their'*Brown < �,knchor erific-arion calculatol and structural analysis. complying with -0113,o3 to Eaeiic: '_'�A. linc foi oated, 1111111alted l�,) L;ttniamt-ds NA liii,� Ri2id PN'(' fxtt�jwi Exti lrii, w; fi i Wnidol%�, Notice ofAcceptaiice No 20 ' - 1 '0 Edition (2020j daled 1.'4 � 2 prepared by n3antifacturer. signed and sealed by their "Broaze & light shade cap coated White kiaid PN'(, Litencsi Exriu­licitj� foi and Doors � expatag ow� i Anthmy L)mn Nlillef , P E Glazing AST31 E 1300-014. 16. V Windows, and Doors**_ eviring on 0*16,25. 4 Notice ofAcc,eptance No 18-1106.11 issued ro\'Lsion ExtrusiotisLiimted for theif series li,11111100110111114,lll C) complies with -09. -12 a nd - "VE 11lin 2 01. and lighter sh;ides (Now-AN'hite) Rigid C ellull PVC Exterior D. QUALITYA�SURANCE r S I A IE N EEN' T E xn-11 slon� I ou W indows, and Doors-,, expiring on 12,29-221. 0 I ianL - Da d t D qm ft it ien t of Regulatory and Economic Resources (RER), I - Statenvil., Iert- onformance to FBC 71b Edition �'21020), dated 04,22,20. issued by manufactuiet f , IT,Al T11 IEE N T < L_ n E NLATERIAL ( ERTIFI( ATION'S 2. Statement letter of no finmicial interest and of itideperideut. ls�,11103 kYl'1W11Llf3011fe1 l.Lltej I Stateittieut lettef of �c, FB( -,b L(bnon i2021li '112 GI 21 isl;ittd bx,- I . Notice of Accqtance No 19-030:4.02 issued ro Kilt aray Auie.tica, Inc. fortheir .4 15 U s�tg,aed and sealed by Anthony Lymn Nfiller. P. E. manufacturer. signed and sealed Anthon P, E, 'Ji,osifolt 1-In-aclear. C lear. and C olor PI-B Gla-3 litterlayers-'. expinng on r 3. Private LibelwiL7 A,.neerlent doniirtnt bevl PGT. dated 1 13,30,15 and signed b,, all 2� Private Labeling Agreenl dated li,)3" U& 21 LvEween PGT Industries- 111c. atild CGI FEB T (ITO&`M� involved parties. w9d Doors Inc.. signed bil; De;w N! Ralark. P.E_ k"T. Engineering. on behalf of 0 2. Notice o."AcceptaitceNo.17-0808.02 mued toKurarayAmerica. In(. forzliell- ­Selltr " vGlas f, i ( lear and'"brprGlass lnreda� expiring im OT04,123, yffs . * both ccllnvxlle� G. OTHIRS V < CL Notice of Accq�tal No 18-11l')OU i��ued to Extfusious Limited for their ­Btowii C Laminated) White Rigid PN'( Extedor ExtimsLiOUS 1- This NOA reillisel; NOA,7 l7-(04Z0Xll6 iP\"T�ll, ("Gband updates roYBC20'20 (7thEdition), Gl, OTFIERS oated (Paisited or ex-piring 04,'21121 1 Tlus N*0A rex-ises & renlill s N OA-. 2 0 -0 A PL.lk x v 04 14 -"6 Virtual for'"Indows and Doors"'. exTiring on 00:30 24 1 21. RER Test propo",­ik =0 -11;; 1�11ed 0! 11'��'11(�,,ippfcvedh,,-Isl)aql,C'lLitida,.P.E.e 2. The cuffent asso,ciated PLA (61file e7q:w trig. C.4,14 26, lvffmg Review Assist. Inc. Plans Review completed Notice of Acceprance No. 18-1106.11 issued w k"won EvriL�ions ititiled for TheLf 04� l4l2 1. and approved for Compliance senes ­VE lwm Tait 202 and lighter s,hades 0"on-M-like) R*d C ellubi P�_(.' T� with the 2020 F6C 71h Ition 7th bY Debra Anne Exterior Exti-tision, for Windorts and Doors"'. expinng on 12,29/21. I � � ­�;, L il 6. P 1 Klahr PX2300 27 Lha q it Lhaq L Chanda, PJE- Ptoliwt Control Unit Sivp#rliror Pioduct C'otl L.7dit $uper-rilor :\ () � `� " '. 1 4 4: 1.l - I I ` < NOA No�� :1_02KO Expiration Da te. Aptil 14. _'026 �1�41ou [0it: Expiz%iltiotil)meT Apr014,:0'.6 ApprovaiDaitc. March IS-NZI Approvfl Date � Mar (h :5� :f).'l E 4 E -4 SHEET I NO. August 10, 2022 PA 1.4- N (n U MIAMI-QADE k 0 O O N PROD1 ( I CONTROL St.( l'1(iN Cast -Crete L S:1, LLC (ust-Crete USA, LLC C'ust-Crete USA, LLC: t� '0- DEPAR ('MENT 01• REGI 1. 1TORY AND E( ONOMIC RESO( K( ES (RER) 1 I xi15 SW 26 Strec, K,,,,an 208 — = (6 - BOARD AND COi E ^ADMINISTRATION DIVISION Miami. 11„r,,l;± )3 l i5-2474 '— � � (786)315-2500 1 1 NOTICI'' 0F' ACCEPTC' -VNE: 1,'_r IULNCE SI'Ii:.NIiT C�:TEI) N0'rIill• A('CErr.,kN, -F;: ENJDF.NCE St �li�MITTED NOTICE OF ACCEPTAN('EDE : EVINCE SUBMITTED � � N TI(E OF ACCEPTANCE �]�(�/�� www.mianuilade.eovleconom, Qj U - - _ - -----.__..... _...... --- C ast-(,rete-'1" 1,LC - 1. EVIDF N(,+. SUBh�� IT IA) UNDER PR1-;"i I0US , i'1'I(C)'��1.1+i1, M13) 1005.04 - �, ., ., . , "I , 2 0 e S. F,� 11)l.:srt..I;'►t i}"�!1 1 1 N,L) LPhI)I.R PRE "< It)I ,�, .'1PPR()1 :1,1. # 1,. (I_0 ).12 5. EVIDF,N(.i, SUBMITTED UNDER I Itt�.VIOUS AYPROV.AI. # 14-@903.03 p O 0324 oun 7 9 C t} Road _ Dlt.i � V S A L � A. I)Iz.�WINGS A. DRAWINGS O s� t� � r Florida5K Seffne . lortda 3- - 4 , o -1. � liilc°d 'Tr ° fist and I',. ,rrc>.'s<'d l:1w, r' 1)4.rctils" .shc cl ; , 1. f. Drurtlrrs / f..461.., ccc � , � - ' , . „ � I)rc:Jiro r,�,. 15I., ,rlrc d "Pret. rl�, ccJi�./ f Ye'.51, t � �c r/ i..tntel l , „lies . sheet t r,f . ,., ;r,ri LC>a4 J +. �� i • �? "Precast 1. 1.)rrJ,+�tng ,�'(). }•D4h1 2, titled and 1'rc„.s°tre.ssc,l f.tntel Details". sheet 1 (pJ O— � :�.,�,, Cu prepa cd bi Crai>z farrow P F:.. douse t / ,o h 24, 1i`)0 + ,isle/ Drcm,orR N1 , ! / 61 ?, till, ,/ r u , <. c, > 1, f,t, :, trc'd by C r'eti:; )'ttJ"lira, 1' 1 lured silo id ' !1)l13 „' i) )ratvin' :\' 1 dated 03/24/03 and Drava'im, No. LT401 2. titled "( 'asi-Crete 4 '• h" 12" O O > SCOPE'.: '' ('rr r (,'isle $", 6",l /.' Li,rtel.Srrf< l ,,,id 1 throe,_,,', , „/ .t. pr•epot:,l ,,, 1 Taf'f` 1,' .°r` 1 l i :t, tl, tilled "( c, l ('rete 4 , r, ,+, I2" Li,r(c ,' �cr �' Loud i;,1,'t s", shec/, i 11 i l,inlel Safe Load Tables , .sheets 1 throu i .3 of 3, last revision dutc d 06112114, all . Z� E O O 11ns N(.)A is brier ' issued under teat applicable s le rules and rc tion,, "overt the ilsc o construction Ins s . s 1 pl a ab r gula (ring f cal)str t(rlal, . (',;;t, Parrino, P 1. ,Ic,leel Mclrc h . r, .: llO3, lu.cr , rt i l dctrc , r 1 „ 11l 2 , 200,1 ,,,,10 '/ 1 ,00 'h 3 of ., r , lar.r).ecl b` t , , a "'. + arr`i °" ' r`' � " Jt1°t. � , .dated ,11,:r,11 � 1, _/r/1_; ,:t,r prepar(•cl, .�r,�rred and .r(�clltrd by ('r(ri;� 1'urrina, 1'.f;,• an 0��,'"I+I•°1•J. ( � — � `, I he documentation submitted ha,, been reviewed, accepted bN %iiarni-Dade C c unty RER- I roduct Control r �n,�,l,n,f seated 1,, + ,,ti{> P,,,•ri,r,, / l 1'ruwirigs s ,t 1. ca .�, ,evrcinrrtl, ;1 I,cuch 11. '001 oil si>;'nc d ,;.-;d sealed ha Craig Pariow P. L;., ore �O � � � }' Q section to he used in Miami Dade County anti other areas stiherc allowed by the-�utl;ority } lac ink; Jurisdiction B. fF:STS _ (,11 IJ). B. S 1 S!'r•.sr +ti'lirre�h ' ' r� i '. I.F report v„ /io t r,rr,l testin,sc „J, / ' h " c� 1 ' 1', , �c u.ct C i)„c , , r� 1. i,JJc f.�` 1•'iflc�cl r,:,, i 1 None. his NOA oboe/ not be valid after the explration date st;ltcd txlow. The Miami Dade County Product (ontrul l )Milled hlodc�lc 1„tcd of (13) c,•,,, ,•rrc• lintel ,p,, suet?,,. per. t, 1-.-i_79-94. 1-,, r r:rcef B. TI .S { S C. C ALCULA7 }f)NS Seoion (in Miami Dade Comity and/or the :11IJ (in areas ocher than Miarni I )ade Count) reserve the right to have: � '))-Applied Rcs, ,rise h Laborat, ,, ,, Rc Aor1 >t,, �r+.,04,4, dill, I /ells°"Gets sii;�,,, ;1,,,;;1 1 ' Al'onc. • this product or material Icsted for quality t>surance purposes. If this product or material tails to perform in the ,!c'd hy('h,r,r,:;+/, , ,!. Uw, ,,,. 1P.1`­­. 1 Cali„ lalrnns for Cast-( role lintels, c4ac•d 08/19/2014, pages 14 2W through 1-1 2_�6, accepted manner, the nianufacture•r °gill incur the expense of such icsting and the AHJ may imnicdiutcly revoke. I (. CAL,('/ I.:�'fIONS prepay cl lit Craig Parriu,o. P.E. sig»cd stud sealed l,a Craig Pu,r,n,, I' E. modify, or suspend the use of ,,deli product or material within thc:il Itarisdiction. RI R reserves the i )vht to revoke (. C'AI A [ LATION'S ' ' D. (,}l-fALI7'Y ,1titit1RANCE this :.. ., .. t 1 . . , d • (' a u Control Section o ic.cept.tnct.. tt it is deteriuuud 1 y . 7lanu Ua (, ('minty Pred ct c Hilo/ `;e(,tl 1, that this pr duct c i material 1. r sell ~ tdcrtiun� o c a,q-C."rew i ,,,°c i c , .'Kt 01, )(a ,,., . cr 1 ,. cicJrc°�l 1 /,rex,ctrc,l h, c ,,,;�; 1 1), QL A I ,I I Y ASSt R,� 1( E 1 By Miami I )tide County l ,l,art,nent o/ Rcgulatory and Economic Rc• a rt es (RER) fails to meet the requirements of the applicable building code. 1'c,rrinc>, 1' I ,, -sell aml ,i, ; i h), C'rcn, i ,„ r;no- 1. ' 1. ins 1-llftnri-D,„i. i , wlo1, 1)eporlr,r, ,r! c.J1 ' . Etivironrmc , , old RcrL'r,/r,,;,rl A.11clirs. 1 er»r,rrr r,, 14 r, ,,, r l,,r r 1, . ... (..crlcr,+rr,r, ,�lor(�"crtt�t , c 1_nJtc=l�, r''::J •, � 1 r ul, t s, .`()i i ., r t�'.-.e1, l,n'I c;,c �ti (.'r"r:,is, ,it ,rat .. L,. ,1 CF.RIII iC,ATIO'�iyi 11'i• "ff•'iZIAL Ihis product is al' proved as cle.scribed herein. and has been designed to comph sN ith the High Velocity Hurricane i..rCa! ,rnci, Li d c' F. *r1,1�1�1:RIAL Cl�:ll II FICATIO�S 1 ;None. t Code. r n F St'RhIP [ I(,hNia (C:+slt,C re ) 4,, (r"' cti 12" High Strength Precast :rncl f'restressec{ Concrete l..iutcl. D. 1ViA'!`l;lttl��I. CFi�'I i 11(.;.� ATION: 1 Y y,acr. 1 . OTHER > r • 'T: _ ,.,, c, e APPROVAL ll(X L �ti.S [. Urawm� No. 1 D4612, hticd Precast and I Ic�tressed Lintel Details", sheet I u1 1, 1. Oualin, S't.oc „r .lanual i» , (,,Nl ( 'rete ,VhI, Irr,r .1Ielde Pigs <; i ;" i„tels reri:� . , "r 4fav 1. F. O 1 tIE R N'r t Cast-0 l,x' 1h' 9/ c' rr ' l h ' 1. Le c from Cast c ie USA, , dated ( 1 .2014.. i cd and sealc, ) Craig prepared h� (ratg. Parnno. i .1.., dated \'1,uch _ 1. 2003 and I i,awing No I. 1 o i 2, titled ( ,tsl t- rete 4 , b & 1.. i Lei It t I ,,lit (_ctst C it'll t crrI)o,atr, ,i ,hiieeI I c 1st r,.1, i 031„ t 1. g t i e d ant . c ,r/ed I iu t,ro, P.E., cv?-Iy,I. ing conil lichee it,ith the 117orida Ifuilcling Codt°, 2 14 Edittc rr ,. y. , . ., e , ,. , . c 2 }.,Intel S.ilc Load l,fhla,s . �IILC.tS 1 tllrtln! h 1 ()d 3, pr(.p<irc,l I,;; Craig, Pctrrlla(,, i .I..., dated !11ar+.li 24, �tltt,. i,i`tit .,. Cart..(, dr )ualJt Si fi ,rt ,1filnucr! J, rrt.cSrr111 ,1 1r.,1.�,.ld,Jta cl.. �- ,Il � Parrino 1>t t !',rig 1 fill rnr, P I , Ce'r•illl'd,1:; , „rnpltanc'c tt !f)r /he I'll>11,1,! ,rirtFlcltrr,(' ( 1++1,'• 21)1(1 revision dated little 12, 2014, all signed and sealed by ('rajg Parrino. P 1 . on January '. 2019, all heariiw the 1.,ini,.,; 6. EVIUl:NCE SUBMI'17ED UNDER PREV101IS APPROVAL # 17-0821.18 Miami -Dade C'ouniv Product Control Revision stamp,s,th the Notice c,1 ;acceptance member a:td the e-\111rallon 2. LVIDEN('F: tie BMITTED I iNDER 111l l'% }0115 1 tt�i 0 +�11.09 A. DR,1 �Z'iNGS d:itc by the Miarni-Dade Counh' Product Control Sccii„n. k. DRA'1),-ai (;S 1. EVIDI•::S( I-. SUBMITTI-.1) UNDER PREVIOUS :APPROVAL it 13-0321.07 1 V me. NIISSIi.i•: IMPACT IZA7•INt:: Large:ind Small Missile impact Resistant Pn'c,r�J caul l,c.�lr:�c:cl Llutir i. sheet l ,�r /, 1. !)rulcurg No. FI)�lr;l.' J,•tic>d ', t,, y. DRA«I.N(;Is 1��A13F:LINC:: I,:ach lintel shall hear- a i>crmanent label with the manuf,icturcc's name or I(,gu and lhc. 11,ti:rnii-L)a('�Ie .,11c. cl ,b`J,.rr c h . 1 td(i.J and / , iris c ,y`ct prepared h, Craig Parrino. P 1 1.7�lr,i.'. l,tltr<I � � ! /'�'rrrrc• B. I I:.�x'S1S County logo. (last i scut 4 ', 6" & 12" I.mici .'cafe Lro,rc! l.:i;Ies , she,•?, ! ;hiou,glr , of ; ":, I C7;ng Parrino, P.F. 4w,ii March 24 .'rlr,_,. last r, rti,,,: Juled ,vlrrrc It l ; tr),�. �I�I :S l 1. Nnnc RENEWAL NOA has bee,i Filed h::a>, hccn B. S of this shall be considered lifter it renewal application and there no C. C., L('ULATIONS change in the applicable 7licable bmidin g code nc:cat;vel affeciink the performance (it this product. t S 1 g y i p B. 1"F:S'1'S 1. '�1 we 1 None. TER.MINATiON of this NOA will occ ui after the expiiatio n date or if there has been a rc\ ision or change in the materials, use, and/or manufacture of the product or pra,ccss. Misuse of this NOA as an cudursement of and 1. None C'. CAL('ULA'f10NS 1). QUA.LI'rY ,,iSSURANCId C. CALCI IL,A 1`IONS l None. product, for ,ales, advertising or any other purposes sI ll automalically terminate the. \OA. Failure 10 comply with 1. Br Alknui-Dade Counh Department of Regulatory and EcrJnu,nii Resources IRI:RJ. an section of this NOA shall hr cause for term and removal ties NOA. y 1. Vc,ne. I ASSI RANCF D. (}t AL.,1 rY _, . , E. a'4'IA�I'E;R1AL C;Eyhi'I�Ih'I+CATIONS ADVF.R I ISEMf�.,N 1: The INOA number preceded by, the word:, Nfiaini-Dade County, Florida, and lollo'wed by 1). OUAIAIN A:SSU RAiNCF� I HY, rt�Trami r r"l. (..ounty1.vp a, w ni of R gol� 1,,,, i• and Ecom,tna. Resou, c c , ,/c1,70. l None. the expiration date may be displayed in advertisinv literature. !f :ar,s portion of the N(i.'\ is display eti. then it shall / By Mi(,nri I ),,de C'ounit 13,nldi,rg Code ('„err lrc,nce Olfir, be done in its entirety. I?. MrXTER1;11, ('HTIFiC:,11 IONS F'. OTHER IN`;I'i!'CTION: A copy ofthis entire NOA shall be provided to the u•a-r` by the in am11;1L11,rer or its di,I ihittors'and '�' I':. MA,rERIAL C'I RTIFI(„;wTIONs l " )r'`` 1_ Lon'rlpliancc %etter with the Florida Building ('ode, 201 � l;clirinn, issued ht� Cast- shall be available for inspection at the joh site at the rcqueo of the Builillm, Official. i None. Crete 1 SA. Inc., dated U8108/17. signed & sealed by Craig Parrino, P.E. This idt:nec submitted mi,es F-1, 1 _. i . . I' -,I and I1tis \t )! revi.4('s well as a, dcNOA lc m013I}.I�tttonedpabots ot`th'is page }. ev' i = "' document na above , .as n uval = /elm, A. vlakar I'T.. �t.N. • ielmN •V Makar P.E., M.S. -- ' A M17at..ir, P.E., M.S. I Ile. submitted docunacntati(,n as reviewed hs 1lclrriy A. 147a}.ai`, P.F., M.S.,etmy ' I'r`o(luct ( 1,111, I Section Supers kor ♦ 'll 11htU.1$ I'1.41et („otrol Section Su acrvisor 1 I rcoduct Control Seriion Supervisor //t^% .- `():� No. 20-063t►. t ; MIAMIDADECOUNTY �t', (),ti0 NOA Nu :II-0630.1r NOA No. 20-0630.15 o Expiration Date: 09/1l 2023 I cl,u.aIion Date: (10 11 2023 I clair•ation D;itc. 09/1ei".J23 Expiration Date: 09/11/2023 , Appror al Date: 08/2012020 .1pl1rnva1 Date: WS,20-2021I Approval Date: 08/20/2020 Approval Date: 08/201202(1 Pale I E - I F.' 1 E - 3 I Cast -Crete USA, LLC Cast-('reIv I; SA, LLC NOTICE OF A 'Cli, PTANC F":. F'VIM.NC'11%S(113MIT11',D NOTICE OF AC CLI'`CANCE: F..VIDENCK Nt:13NII'll"14A) 7. EVIDENCE SUBM11"1'ED UNDER PREVIOUS ."APPROVAL # 18-0424.04 9. Nf'W F'�'iDENCE SUBiNIITTED A. DRAWINGS A. DRA\k INGS 1. None. 1. A r„tc B. 'I'ES'i'S B. 'FES'FS (n 1. None. 1. .Won,•- L. C. CALCULATIONS C. CAL.(•t:LATIONS W 1 None. I - :'Pone. D. QUALITY ASSURANCE 1). QUALITY ASS[ ILANCE 1. By Afiaini-1 )ude' County Deparinte nt of Regulaftwi card Economic Rcr wirces (RER). 1. Rr .1,`r,i?m-Dac_e ColtPw OcInwitnenit �,uiaiory aml f. ,,J, ,uric Resr,al,,. , /1,r. E. MATERIAL CERTIFICA'I ONS E. �Lk I LRIAL CFRTll''ICATIONS }, 1. 'one. 1. Non, F. OTHER C ompinnrc°c Letter with the 1. o ,ida Buildhig, ('„c e, 2017 Edilwti issued by ('a>/ 1 F. 011 If', R l , l I 'o,n plianee L c°iic`, „ i(h the hlori,l,; l,trilding Cow, ? , F,ditlon, :: r:c ,i ht` Ua.sI- Z CIO (sere 1.;S.1. hic.. elated 0&,0N 1 t1'ned (K .1`,',tic d Ip a Craig;' Ait ri;w, P.E. signed t (r ctc 1,^^SA, Itic.. drJwd 0,1�1108/17c; �-�,r. d &, se(1lc'tl ',; t rejig 1'aJr"J'1r;x^, p 8. LVIDF'N ('E :SUBMITTIA) 1.NDER PREN-101jS A�PPROVA1, # 19-0130.14 ( 'ompliance l-clici a ith the II„r::ic, Rr,ildirig; ( o", 'it_7!J i,c.l7.tr„t I, do'cc/ 0 /11/20, ,,,"tr:r' c4� 1 e (r prig 1'r'!r'r"inl,, i' +' Cz > 0 A. DRAWINGS �h^rc:`.. .�rrule,l 1. I)rutving; 1Vo 1-1)4612, titled "Pr rrcrsr urtd Pre.cn c",1,°cl Lintel DPlui! ". sere<et l of 1, IJreparrc! by Craig Purrfncl 1' 1.'. dared :Il,rrt i'1 '4„ 2003 and I )raring No. LT461.'. tilled "Cast-Ci °/(, 4''6"& I ,. l itael Sale Loa,1 lcrhles", sheets I O thr,;ugh 3 of -I I iel;ured by Craig Parrino, P. F... ,latcd ,ldarch 24, 100) ius/ l e'1` vion durcil.litnei 12, 2014, ua`l sr°;reed and cc olc',i hr ("raig Par) i,io /' 1., on V lunuury 2 2 ..'t/19. i B. TI:S'1'S W C. CAI,('l_�LA'('IONS < 1. 'Vane. W 1). QVALITY ASSURANC'F' I By Miumi-Dade ( ,wnty Department „f R, gulatory and 1•, (manic kesour, c•, rRF_R). V M co 11. 1tiIATF:RIAL CER•1 I IC'ATIONS FEB p 3 2023 1 None. I O_ F. OTHER 1. Article of C'om`ersion for a name c Icunge.0 VR/\ —0 ' i • / r � Virtual Review Assist, Inc. Plans Review �� to 7 . - _ c. fee m y A. Makar. P.F., M.S. cr^, llclm� A. 1lakar, P F_. xt.�. completed f p eted and a rov or compliance - Q3 Product Control Section Supervisor Pr•ndnct (-tpntrnl Section wtatrc^rr�isar with the 2020 FBC 7th Edit Edition NOA .N(P. 20-0630.15 NOA No. 20-06.30.15 by Debra Anne Klahr PX2300 z Expiration Date: 09/11/2023 F\tna;ation Date: 0911 2u23 Approval Date: 08/20/2020 1,I)proval Dale: 0,K,20/2020 —i SHEET NO, August 10, 2022 PA 1.5 I I I I I .--- I I I /_'­ . . . — . ....... . ..... . . . ... . . .. . . . . . . . ­ "' , , '_ 11 \'I NS sil", 1ILLIT TESTING 11111, ENGINEERIP40 COMPANY liiiiiifiHk_A_TTLLIT IL t I 11 PRODU CAT -EVALVATIOV - ft---PQRT REPORT NO,: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: SIATIVOM PRODUCT SUB -CATEGORY: SI Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Prudticta ll 4800 SNII, 51 Street DI Flor,claJ3314 1, PURPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, ILLC Rule Chapter No, 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation this product is being issued an Evaluation Report as described herein, and has been verified for wrriplence In accordance with tree 2020 Seventh Edition of the Flol'll Building Code, and lo verify that the prodiel Is for the purpose Intended at Il equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision Incase of a Building Code change' that may affect Its limitations and conditions , ?.-MOENCE SUBMITTED: 2A.11-PRODUCT ]EVALUATION DOCUMENT (Pl,E,0,1; Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL", slieets 1 thrU 26 of 26 prepared by Tilleco, Inc,; signed and ;sealed by Walter A Tiltit Jr., P E.; dated 07,12&12020 This drawing is an integral part 'NA"I"', Evaluation Report 00, """ ,�,"� .Z6 'XI, . o c E I , , 11 - * I. III `-,� �, '..- - ; -, . 0-I . - - - t 1. ... 1 F­" No, 44167 '. " - � ,.Uq-, *' * :+ . 11 ;�,. _;;#�+­'. :,*lc� , 1� ""A 4 `-1 . `� 01 " I ' , h355 N.W. 36thSirrito, Suirc 305, Miami. Flonda'11166 - I'llore, �,;�13)�71-13�i�-,�lth,�"C"A�,,t,4i',I.,��I 1V1,011.11tIll", Pgi.)I)VC-'C.tS,,,t,L,rLii�i,t,1,twPi)tL,.['uIl:L,,iLl,, 11q_i12&n 2 2,2. TES RFPORTS, Large missile ropact and latigm, ozoi lests were perfornitil under Prnlocnls Tl- 2 0 1 � 2 I , -ctcllon 1I of The i'lorida builifinq "nd � I Ynrf�lvn stMil-, InadA. .- is pI ,� at, Lice I'AS 2IJ.) r't;,Icicl.)I Te(jt iepullts prepared by Hurricane Enginee(iny & T , � le -tiny, inf:.,f�fif�(�r-,st,,VG,�iO',4dat,�dk)gi(',,wi7996,#9(i-b7Oclatk�dJl$?,,'18)"19136, #96-T30 dated 0912011986, all three signed and sealed by Hector M Medina, P.E., Fenestration Testing Laboratory. Inc. reports # 2032 dated 04i16,l and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P E and Report No 021 0.01 -09, I March 4. 2009, signed and sr-alfl by Edmundo Largaospialda. P F -Ind Henry, H,-ttern, P E TeOS110 test rel Net. 91I 1 9.,' av Q(, Metallurgical, Inc.. dated Mart, -, i , 2I signed and sealed by Frank Grate, P.E, 2,1 STRUCTURAI.ENGMEERING CALCIIIII'LATI011 Uri 20 Congo Gnivialzed Steel Storm P,,)nf,l for ioaxilrriliini ;,ariol itangth vs. del wind load, as well as mommurn anchor spal Ill design wind load and pane) length based on rational and comparative analysis. and in accordance with section 1616 of the Florida Building Code Calculations praparil by l ill 0 �,-,o. irK� ', dateNI I VOTOR and 03021115, signed and scalled by Veil A. Tillill Jr., P E 3, MJ'5SILE 1MIPAl,' J (TIPS Large irissilo mlpaf,t under sectl III of the Florida Building Code, as pee TAS 201 Pi[olcircl 4. WIND LO.AI)S RIESISIANCE.; 20 Gage Galvanized Stf,o'P Storm Panel has bell verified to SListair Mind pressures. Maximum panel 1"th shall be as Indicated on sheets 6, 10, I 4, 15 16. 19. 25 and 26 of 26 of Produlic Evaluation Document (P.E.D. I I. i,l III 20.176 Maximum Anchor Spacing shall be as Indicated on shecis ,P i, h 1 : I 14, 15 17, 16, 19, 20 '25 ­d 70) o' 2C, of Product Evaluation Docl t P, E. I) ) drawing No. 20-176. 5-INISTALLATIQN; Installation shall be pelfonred sinctly in accordancuW0,11 Jl''tal;S itilliciteli on sheets 3 thru 7, W thru 20, 23, 24 and 25 of 20, I,)' ;',�jdul,t i7,,mi,l flk=IliIverf (P.E.D.), drawing No. 20-176. Minimum "I43Ir'Ill"'[ I l t4as' -4 'S"I'lli Ile'as indicated on sheets 8. 14, If 26 and 26 of 26, of Plio(iji,.I Lvaluabon OcIcipirent (P.E.D.), drawing N 3. 20-1 T6. ,l"kAJI0Il#il ""',l k rliz,,,,�,,%, , , I ......... I'll' It" ,I, .z� , "I 4A ,,,., EIl �` 'I; ;�-Ti�.- _- _ , I ' � 'II �.17 1 4 ; - S --,-,�1 dl1. � *1 I - I . 11 z , I . 44- _- jii� �, � �, .T" , -, , t I.' � 1 , "'l " el, .. 1. I" ,,,,, ,i�,p 4N F;l 5l - v NV ;ONA,t. ,,%,, 't4fl"mithill GENERAI NOTE : 61I I= 29 011111111IL-51MANIM t3PA40l ,­­ I I l "I ,t , 5`0RM PANEL Wly^ �, PROCI E.ACl- [Q UA rN* DW Ukil l I I [I : -AA! I C. ,ILAIF Q, ( (Iq f (vn .NC r 1. ^ I I ticopDA'IC1. llr ":I::,?Q IT'll Ac"Till ,- IP 1,.,elll. Al ".)", CC 5II "Ill LOADS &IiALI, Ill 00LIPOI Itt PU 5II I A1,1 Or tl AC,al AN NTKI :mc. FGP A WIND WEED AN REDURED ew THIF MUNCK110l -M !"l ­MQS wn I W AlsIALLG' Ill - I 1 , I . I 1. .111, . 11 1, A: I 0 II " I ::, 11 T-0I ;,I I rrw l li DR � USIVAIrl ) I- -0 .-TI ' 1- M11 � ­11i IAN AIA"Ul (A - -1 � I ArAKrCTKXkFAeFA(7 oVSPRLSSIIPE RIt011,50AIllil Q. 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ILO�IIDA 91,1111l COG[ (H,,jh V.I.,14 Ill I , . I ,:1 z . I - - I--,,-- ---I-,.,.--"--- ­­_ 'r - � 7. ­­. - .-9-47-67 7 I ­11 lIVU 1. ,,, . z 'D �,AGI 6ALVII SUft SIORw PANEL I i : .tc �. * : 4- Ill., r�r, � : � * .- ____ - , S r "I 1 I- , A �ll .� ", F I , I- . � l I' 11LIECO nin: , GLOBil PROTECTION PRODUCTS, LLC. ­11 . .111''• ,;', " CEILIK, .Pt(L1_f1QQl M%jill ,,, - It , JP / r IPA �1',,,,�!Fl _. ­­­.- 4 e till III * so.l __ 4-oll ."N. �)'. ' 5f�.=J_ZA " �,. t ,, � "' , _, . I -_­ --'-.-,t:: `­,_,_-,.l.'."`"` .IwL lFPIAIIPE� INE I. I"."Pill 20-176 FA AA I 4 " Q - , "�""� "ll l r �'l ­ , ;W4T__i;1lW"i-7:jF"It"- - PAI.VF" A D,,,0 ). Pt _�;_� 7� ;.­ F�--- l � 1­1 vArl, � 6I n I ,.`l - -It!a��lIL !t -I ... . ERUD-IU-CI-EYALti-kTI(2PLWVILL-NLL-.7&-IL72LU I O., MATERJAL_EIAIARACTERISTICS AND SPECIFICAT)OKS: Shall be S(FiCtly In accordance with GuiNI Notes rind Gontlp,7ACtininif,,,; ,�tecj II . indicated I c LI I sheet 1 2 and 22 Of 26. Of Pfl E%'Wiliation Document iP V rl I, drawing No.20-176.Arid-tor ,.;pcc[fic,jtsI shall be as indicMed rItil sr,-eis 1, 7 and 21 of k6. of Product Evaluation Document (P.E,D.), drawing No. 20-176. 7. LIMITATIONS AND WNDITIOW-OF Ill 7.1. Shrili tivatricUy tri Compliance with Goonbral Notes No 1. 8 thru 14 indiuited on SlAl i ol 20, ,,I,.*, III ;as Geri(jal NotI # 1 this 4 ,l I I tl)ILI III, indicAted 011 sheet 21 Of 26 Of P(t_XJLlC,1 FII'AmI DoculttrK.lrit (P F DA drawing No. 20,176 prepared by Tillw;o, Inc and signe.,,i and Sealed by Walter A Tillil, Ji., P,E. , 7.2, Product may be installed KILNri HIGH VELOCITY HURRICANE ZONES as cofirl II qel 162.0 2of the, Florida Building Code 7.3 Product shall only be installed Into pcurl (;operate, concrete block, and wood fraire slituictums, Pr(,xjuct Evaluation Report piepared by Walter A TIM, l P.E� I-forda License No 44167), President of Tilteecia, Inc. (Florida CA-0006719). ,,,,tl.!l0lIlF,, a I , Till 1, "Il � , , , . . . , 11/, 1111. 16:1" I .. .; , 1�, _-, ., *-"* - , - , ,l Eill ' .!a .'� I - Z ... � 44167 *'.. I I � * : * I . X ; r. I'm ,,o ",_ S, � I j , I � 4,�' 4 , " ,�� " ", ,-,,, I, -5A� ,� , A, ,, .;. .. .� " �,X . 41 t�,, ,. I I 111,),,� , , , \, �, ,, , ,." ".."ll"l ,`�,,,,,l Wl D;`t TILTECO ADMON RECORDS I P. E. REPORT 20 l 01.01I PROILCTRI pri(IOLICTSIUC I 70GAGE G4VAJiLZF:Dsift LSIORMPAtiEuORWG*MI76\RtEPURT#20-Q7'2&1)I - ___\ A-1--1 .." " L CO INC.\ TILLIT TESTING S. IINGINIMBRING COMPANY o, A. ITE It A Tit. 1 IT. IL, P E s1ti,CCA&gF1.CiI PI ?I,,l;,N- ",57 IL'- ILkV,,TMlI4 REPORT NO.: 20-0I DATE: July 27, 2020 PRODUCT CATEGORY " - t"'4111"-.1s PRODUCT SUB -CATEGORY: Storm Panels PRUOJGI NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Pi,ptecill Pr(Adult;t5, LLC 48W SYV. 51 streel !Davie, Florida 33314 I. PURPOSE OF eVALUATION: rhi5 It; a Product Evaltialill R4I INFAPI ll 101tillil A, TAlt, Jr- P-E. ; _qy":,Teni ID # IW6) to the Global Protection Products, LL(` Rifle Chapter No. 61 G200.3, Method ID of the Florida [ILPRI'InI of Business irtil Professional Regulation, 1-his pr)dl is being iSbued an EvlaluaiIcii Repl as descriLiud herein, I ha4, been verified for icomplianceorl arcordlance with the 2020 Seventh Edition of thAil Florida Building Code, and to Iteiifr, that ants product is for the purpose intended at least equivalent to that requijel-I l'IIyr the Cl This Ptodul Evaluation Report shall be subject to review and revision in case at a Didding Code change that may Affect Its limitations 'and conditions 2. EVIDENCE S11,1181ti'l 2,1., PRODUCI EVALVIATION-DOC,I)NIENT P,E,D.}� Drawing No. 20-175, titled `24 GAGE GALVANIZED STEEL STORM PAll A,ieets I thru 18 olf 18 prepared by Tiliece.), Inc., signed and ,�eiiided by 011altil A Tillit. Jr , P.E,: doted 07/2712020. Ill dri;twim is arl �i)t�f-9f,i+k�l)',4�l.,Itkt,�pis P . I ,,, Evaluation Report `,, I, t". I i/. ,, �,l ,,, Z.- ... �, V. .1, I . , �*,V,o" "\C,E1`,lS'l ji� liz -_fqir1­lf.� 1 67 IS " �S­?`,.. *' I 1: , 11 __-a - � - "! IT-l"l- I'M I - % _ I. - - � , � -, I ll�, 1�1 .". ,If ? . I, ' -, N t`, idi :nrei '�ici c Ill' �Jli ini. I l . ,� It -It - Pt�,�Ill OWI , .� I : I A`4),�' i�iilqlq ;6`�'I,�eG - I ,I "Il ', I - - lQ_WO QL.l & LIFE SAEE,TY STORM PANELS l"CAll 1/2=t.] � I�06 00", .IIJT" - - 15,106' �TrPjl .l I _ I ,, llnI, elf r,:-,.E arl - i - 6 "'I., - - f, 2 50' .. I - 3rcr , I . - , ., " . - . � - , I• lAtD, I I �� I , , ,�,`I I - , _," , . I I 0 03., ll Wc" - , 150" - ,,, I I I , - 11--­ 1, I- ill I .'. l" , 1. 4 " I 2__ I - � � - , - _1\ ��D I � /� � CALIMINVED MCI Al­_'_� I l - , "Iel I l "I ItA, ", 6157, ,,,� I 0 w - .CA \ I 'k ", ,.,Akb . , I , r :SA GRAX I W,W.I A,ACANET, - - C-61" tokV 11 "I ,� I . "'�, 2 OW V -, ll , .EmielD rep l" ,,'' C�V.l Slur, '. " A.,. .-011! I 1. 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I 1- 1, F col - __ � L�,LIA�L,-I"V.E..��lf•'��,�.LR5.-RE,i�JIR��') Ill !I I , All 1''. ,,, VIIIIIII, . .... I �,l . ,IIIIN I I I ll ll:11'.111 ll 1111, !BOTTOM -TRkt',5,..A.Z"JACEKT--D--.ST.Qr.CQ/AV.Q;aL-11-Ad" I �l , "l , :- 1, Hai. ", "�, 1*�t I I . . ­1 1. l­ I r ,., ( , "C5,I ".'.7"ll,", - I , I A"! - I , tl I l Ill Ill l I l I -IlIll l , , W, ,�,'; i MILMLIK I 11ALLA=1NJU=?KT,NU. ;0-912,T.D3 7 2.2. TEST REPORTS: Largn rrilisslic irTipact load ItI v,,ei a parfornriecl und"t SSTO 1 2.99 standard as pet section 1609.1 2 Of the Florida Building Coco Uniil,,Irm static Joads as ,per Section 1 7il psi A.qTM E-330, Test reports prepared by Arnerican Testing � Lab of Snuth Flonda, Report # 081 4.01 -01 dated I V02 witnessed by itillifiorr R Mehnpt, P.E , Boni Morl P,E. and Henry Hattem, F.E. and Report No. I),? 1 4 (it-0, dated February 25, 2009, signed and sealed by Edmunds Larnaospada, P E. and Henry Hattern, P.E Large missile impact and cyclic lowllinq4 pta PTotuculs TAS 201 & 203 as per section 1 609,1.2 of the Florida Bull Code. Test Report prepared by American Tasting Lab of South Fk�lrida, Report No. 1123,01-10, dated November 23, 2010, Signed and se,iied by Ju3nE. Gonzalez, P E. 44nsilp 1F.Ast rell No 9CIll by I Metallurgical. Inc , dated March 13, 2000, sigron and sealed by Frank Grate, P E, as per ASTM E-6 and Tensile Teel as per I Molallurgical Report No, I OKII 318, dated December 1. 2010 signed and sealed by Jerry Jacoofano, P.E. as per ASTM E-8. 2I3, STIR-UCTUBAL ENGINEERING CALCULATIOlM On 24 Gage Galvanized Steel Storm Panel Wr maximurn ranol It"llogth vs desilipt, lArind load, as well as maximum anchor spacing vs. design vl in, ad and panill Ill 91h ba",d on rational and corriparative analysis, and in acirnrdanco vl section 1604 of the Florida Building Code. Calculations prApal by Tilteco, Inc;., dated 12I116l10 and 08127113 (for this revision), signed and sealed by Walfclt A. Tillit, .1l P.E, 3-MI[SULF.-IMPACT RESISTANCE: Lwe< I Ile missife, Impact under Section 160 1 2 of the Florl Buildire; Code as per SSTD 12-99 Standard Ind TAS 2011. 4.-WIND Wit RESISTANCE: 24 Gage Galvanized Steel Storm Panel ha,, been verified 1I:I sustain wirid pressures, Maximum partial length shall be as indicated on sh",Is 3, 9, 10 11, 12 Find IT of 18 of Prodl.]Ct Evaluation Document (F.E.D.), drawing No. 20-176. Nnituntim Anchor Spacing shall be as indicated on shoots 5, q, lit, 11, i a thru TO anti 18 T.);, 16, of Product Evaluation Document (P,E.D.), drawing No. 20-III 24 Gage Galvanizod Steel Storm Panel has treon verified for rode compliance to work as a non -porous storm shutter assembly, AS 1peI SSTD 12-99 Standard 100ANill,011104000I rk , , AM q111 N, . �;,�". I., /. .1 A&I I . , lt� �k ... � 5 I� Q,ENs `1P %, .? . Z � . t , , l . � z IIA), �4 �t,l 6 7 I S = � - E I i 0 1* -t�----tTw'1­6r.­-;Z W , , I I -P . - 0. % ,,1 tA,. ;e'- limitlll%..-14�7 A, 01 ........ l0i'JAILI l" 4141111111,00,o dWW_L1KVALUA110XR"0J([,N_Q. a -lit 5. INSTALLATION: kistallalion shall be performed strictly in accordance with details indicated on , shll 3 thrl e,, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-173. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6., MATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall tie,sl III eicF�'ordance IuvLth General Notes and Components indicate"! ,)f, sheet'l and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated an sheet I of 18, of Product Evaluation DccuiT)ent (P. E D,), drawing No. 20-175, 7.A LIMITATIONS ANQ r,0NI)ll ' OF V$E, 7 1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated (I shHel 1 of 18 O(Product Evalluabon Document (P E 0.), drawing No. 20-175 propar,)d by Tilleco. Inc. and signed and sealed by Waller A. Tillill, Jr., P E 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Suililirv,i Code 7.3. Product shall only be installed into poured concrete, concrete block, and vil frame s1ructuriI PiodLi(t Evaluation Report prepared by Walter A 1-4111, Jr., P,E (Florida License No, 44167), rlr(,,,sIC_1en1 of Tilbaco. Inc. (Florida CA-0006719) *10AT4Ll. 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I ^=­__1j ': I 4 .X�Gx 1"5" PANfJL_tIAtW, C 1 A�"r'"(Mpx,)_ALWM- AN011 , wor. � i- I. 60161 .� ­­ NLLOY ____ I �5 ..... I. ­, `I I jk N 4 _ .� * , , . /*....- ,I,Cfk,.. � N; , , I - � ': NO. 44167 " . . - FLORIDA BUILDING CODE (High V.1I H., , . .. Z.mo) i "­ - I ." - 14"2ho 111 " 1, ­_ I . __j " , 1-1 TAIE OF . . :21 f 1 20 GAGE CAIVAN1111, ".EL STORM PANEL "" I I � jolkIl.., Iit',,*,� - �j;`E DN_. ' .11 -- :;, -_ ---- t� ,., ww 7 3'x3'(Mdx.)__AI I �D 20--aAR I - NA, _i�w�_-� I 11LIECOm, !GLOM PROT . ECTION ✓PROM - , , - _ �, - " "I'.,] ........ Ill I IoZe-, �,­.1!jT._W4 ­T.�jTNI 1.1-11 ... I" � ITI, I - , "I . -�__­ ".. A,,0Lf -"Iffiell . I'll 501I " �," ALLOY I ` 4 'j- - . I - - ­ � ts-N_ - _- - _-II I " ;- -- - I ��..11 I d - t ,,;� TE N,rm & Ad,, . I I , . '_ : .", r-1--- - � - , 't - --- _z - I- .. 1. �. 1. I . ­111u_�K i ­­­ .1 i JN5TAI,,,LAjj_QN_j)LjA1L5 F.QR_�e�JjQN,I - _��_L[U. 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Ill lee MINMAN.LAN,��,� I ;lllfft� I lUI, I , z : .. __ V1 ­ z FLORIDA, alliLDING CODE (Ni Iii .', H.­I­­ Z,� ,�i - - - , All DM,_ ;mii" I 2 I -I--- r I �'r— al i I . l­ A A I l'' . * ­z, ,CIE. - s el: - . * f s , 11001A fANk ; 24. GAGE IALVANIM STEEL � � 'iiiiiiij I - � . I 1 "K cm A � � - __ - __ - - - _71�_ - I - . - .',I F C4- — '11 _ 1 I V, � 7 ' *_ - ill All , , . I—— -- ,F�ll 'l � I , r�. - ­ I I - � __ ,r I, � ,r, . I I L I E C 0 .... GLOBAL PROTECTION PRODUCTS. LLC,� , L 7-- , "I . , ";, �._ " , , " �l - � , . " mo ri 4 gio5del c4llil I'll, . ('1"'Al, � , ll " .. . - . - - — — 07,j­ " ­'. ­'., -1 ­1, ­ ­­ I I _L Ill: %is.l­ i"., I �,� - V75 11­11 111;11...� A .l.,t.IIA_0 ­ � .�;.1!,z,_:.I . , 01 '. '1; 'I , - Mlool : * - , ..-. 7 - a _- - r,i.,.,., _ - I m 3, Vil PE N)"DAIllAl 1W, - " A. I .- � 11�____ i � ............. � SAW 1. I j � I i _­_I,LtH�: ��,AlIJMQ!H�IAI$,Pli �,)E',�(Q �WdN, �l l3M ANCHOR $PACIN(, SCl . .. F , I ._Nj`RE$5.VRE_R&T..[N_r? Lpa,Jl C,QRRLSP( FOR REQWLAR .51913.4 PAVEL-11 IWAWPW INTO (l 71 , ii, .BL�QQK.._�Jft _ .1�1,UffE$ � �lm Iii m , i ' '----"--'-L"'-"'--"--""-------'" ­ '_ ­­­ 7 1 l . . ­6 1 S Willi'll ANI SPACING `04 MAN (.0, PER SOAMU OLLIL -�,:":l F'�:, e � r �VUJLJLA W'lA­l". lil'Al 0141 MIA, , Th N7,l 51'hIl PI ; . .. I CIWA _7 - - - ,l.. �­..­­­ ...­ ­­ ­ - , ... l. .1 I . ­ �, ,�.-,l,D, 10�,­ . . I 4Ni I.mAfl I pkri,[Iii L, * L,, 4NEL 11��fli �JT` 11 � � ! -14' Mill; ilAwitwl I 1'�, I , A � SWD - 5i 11 "'il � JAIIIA1 11ja1.j;eI LAV41 LIKIII I 'r I l � I,", I", I Ll� - - I � DO 'T __ - _ - ­, , , " r , , " ­­" , . , �-, l , . ,,,,, . I � � mi if) � - I. I W.1� 1, ! I . - � I I . 'l ,r� , I ____ ,J11 � �� K, , . . I _�i I;; c0efflpiiiil I 11 ,, �,� 1 1 , l I ,` 11 t l i�112 " C�lA,c"'I'' l ,Ill ,I � ki­ I I I �"4�,l,,�L� �-, I ., Ill, 11.1r. I 11 . 'I 4 ­', � � _�ll, � ­ Ilil'i.l '= Iiill:__ - -j"'. i- , `�22_s"4 , I �11" , - -sio41- - " !14+'..'al'� ­ ,a Z. 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DESIGN [OAD MkXIWUM PANEL lil�, i1111 ' ­1 ­111, ;1`i A ­'�- oi.l. �z­­ ­ 11 I" il 'All AVU-mil: I I I LENGTH I . . .- ­C0 111`1.:,."M AND MlIMMI tWE WMKf Of NV,ATAD M I'115 "Hil `Dk ED ­ . ......... — 144 A, %, KAN m I � ii '0 , l I li:_ � . - I J$A I- �1111 Ol S1,14,11111 11UAAE "i li 91 111_11P�* 16 I . j , : '44clu'LL Ill 14 liA1i)W1Ml;` FACTORS rol N.m o"Ag" ll l � � UWALAWD ,PURE, ,��p Slim'. Am 0 .fill rAm A&MAII vIALW,i "'l [ DO ILI " All .111M il't ; I --- - . . I I is W4 MIL I > Ac P.i., To so I A, - ­1 - � I I I 4. Ili, � ,/... ANCHOR WK _W "MAM"LlAll AMAVAMI. 1__. .- i L -­.. �. -1 .- .­_��_l 0 - -5illil ___ - ­ MIMMALIM ANQMQA EPAl � .1 I 5 3 � 1� I 11a__, A Ill PANEL LENGTHS ARE li vAlLio FOR INSTALLATIONS ... _. _�$� � I - Il I ­ T�i,-­ - , :, '.. .01MI11A, . IDGA Dollni ­­. l --- 3- _ I �• - ✓ - - -- I �-� Al 501-ID $E1 ANCI & W/ (?�) 1,PACFR AT I � 1 /2' 0 C . -Al' .� 12 I 0 I V2, j "i, k: : � � ."', .......... ­ ­ ­­­ _�, ; - � I . ITAX Divel L I � FACTOR .�. I . 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I - . 1 , ; - , ' : " ."!, I'AII., IN1111: .1. ­: lt,;FVI(�; PAT,F,; � Ill .PAK l I 1 � � ii , f N'L) F&I I 1 i i I 71 , � . � i : ! � I " I 11 '�, 'i 7 A 'r , I I r­ , , I I I ANTI 1 A 1 .-I I I , I - I t � . : I I [ I I-------- - - �,,­'�._ I -,' I , I I _ NOTES I �0Nj!'.�ri ', - I l��,, �11f,�'. �,� . !� 11; " I, I, ' . I III, -III I, . , , ,, ,. 1 ; M -. Ar/ r ', I I I �; 11, A IN- !,-i ,I ", I - VA I 17 I, (Irl" . -, . .; . 1) I 'A.1 r 1. . I ., - ,V11 ARC %I'JN1d"CIL9 .. ­ 14 � I-� -N1.jr7jL, �� Lj()ll 1A,:l, - ,,V(. ' ' ' . . - . !� ,� ,�.� '. . I,j(- ,�.*TF I It,NE,',7j-)l -.'ll , L I 11. ­ I ol, TRAI F, %ok, ,-.,(.c 11 1, IT - ll�lTL I,YIATITIN I 1� - - -i � I 7 � 10 �. -1 - I- ij, 1�. " - ,� .. ___ SIT ­ ­1 17,11 * 1 '­7�, '�;IW C-1 .-�� - I ,I __ ---., L 1-10, I e�, � / 1 I- 'i, , TYPCAL. � (�'IVAI ­1 ­ 11 � �_ -' I 1_10_�.�, _� O� ..�.L�L(lT`.`_� E -Z HANG STOR04-Pil y 11 5-YEM M '1141, q, !I,, _I- :, It M!''IWIN 'IT1110I . r " 7.mH,.__­ .... 7- , ­_.: 117 -, ­', � . I ,..---- I ­_ . . � � " I .___-_­ ... �_­_ � I - � �1..L uAA u, I - )-F C, 1 ION A -A "'I'l-Ill _1/<:`-I, , "I , I I . � I . I �. - - � .J, LL,­Nc, CODE (NorH-igh . I __ -__­__1___ I?4 I .. __. _ I � _ _ - 11 GAG( CA.VAJZED STEEL STOl, —. , _.­1j .• ______ I I LTE C 0 l"C GLOBAL PROTECTION PRODUCTS. ti "I ­_. ___--------- - -�,, -- ,�� � �., . , --..- ­ - ,-, I I I Z.. ­_,� ". - __ - � ", ­_ P. I I )i _*_II I - 1-�­ T- _; � Z" T �­ _ � _" ­,Xoll �zT =, 17.14 , 15,0 , " , , I , I r I. .." . ,.,.� , . .- _. - - ­11I . IC � I ­ ­ , - I i _- __- . ­_ - -= _ P. 4.L,�, 0 E: ` - � ,',,'_ ; - � � Ij (:; ENGINEERING E X P R E S Ei ` PRODUCT EVALUATION REPORT 80"'N"IIA-P 15 ,ICI2o Appr1rcaW' Norio *ol I IN9 I R: EX Prottl Nuottit" 20 31543 P(,"I IJ;,I%,,I,, ?,ip, All Amoroso ShUMUS Wild Gtosts tJ­d.,r1,,,Pi A,J,JPI 1540 Dome Road Vilismort Palm Beach FL 33409 Product Norris & OtI 14,7­Gak­,Pir,,1 SIv,l%l ...... C',,,I,-- Large Alloss.le Impoil Res,I Scope of Evaluation: I hiN P-durt Evaluotion Report is bill issued Us ar(:04ldPcP with the joldvirrionool oflht Florolla CN,panvirwrot of Elusmesi, and Ptril�,,ovonal RogulAbon (I"NUkla Biloldsoij Crorrirnrsvon) Rule Chapter Ill ODS, F A C to; stalenionde 3rTeplance Pei Pollsorthod ,(of The poducl cooled abotme has been Isorsolood anClAx toolsolusted as sumvilil heroin to Show cotrIsliari with the Florsda Bulkhw Code Seventh Eddion (2020) and is lot the putriessis, intended at lool aquirilialem in that Peqwod I>y The Ccxjo Re evilluaboo ofths, ptI shall Ise iftlutted Poliowing pilithroot Flolisda 13tooklong Code irrodobcations m II I�, , WrIns Substantiating Data: . PRODUCT EVALUATION QQCUII F,i, allowing #20-31543 nURd '24I Galvanized Stool Storm Panels tHVHZ A Nor, ­vP­_1 , pwpaleod by Engineering ExpI signed t sealed bit Frank Bernal P E c• .w ."'I' ;.i". E-luottUn Report . TEST REPORT uri'llmlys laft s1ruchir.01 pill loinlia-lit lw, I*.,, looltill ,Kvowisacro, wait, T. ,!(',.- !.­ �',', ! ­;'. ,.1., I" r&pon(S)IZT-ASG 17 001 by Mi, k-le. 7 -I ... ) Inc Largo rnvt.ij1r- ,iol ct tesislal and cyclic loading perfoiniame ?,o, •INPrii tested in aczO(vaniiii, wuh TAS _ . C I .I I .It fA4 .it 03 lest standards plot test repoI OBT-ASG-11-001 W Blackwalvi Testing Inc . VAyCTyRAjj!�QINLUL1N(',LLAjrU1A�N _j_ -4 l o'..s. "nij,r.­rin,j Calcululions have been propound whoch ovokiate the prat base, or) I l,IIIrIo,,I-,­ ii z,r ,ishortal ,marysis 1'3 Ill the 101julwang dri "nienri I mairt-talk'Allowable Spans 2 loolarinvarrAll-Attie Spans 3 FlAninni Glass Sciparalwas 4 A-lin, SPI - 160 SW 12'" All,toict SUITE ID6, UtERFIELD 8El FLORIDA 3E442 :954 ) 354 (36 60 1 (866) 396 .9999 , , ,` _( ­.:,FfqiNi:(­AFss.CC. '. I - 11' \,,.ct,,,ttil,,,,il,,,,u,..Ik:l,,,,- '4}A(ia),aiil/vost,vlsttvmllonCI5 No 33% increase in aWtale stress has been used in the design Of this product Sapairation from glaynngm "of forturNod to, .natallalurns oulliside of Piano zone 4 and I,-- I -1 I' fircHol Impact Resistance: Large Impirld Relosslarricp him been demon it as olvdienceid In �oririvtolsililr Ostrid *0 � e;,niRAj +wl I "Counted Rot In tho, wKjanowing design of item piodix-it Wind Load Resistance I ;." ; - , I., I ""! I I , " l'-In. 11 1" ­11.t .-I'll 1{Ad, ,I, 1,1111,31,H1 It IN, Span SChudlia,Isi Lin itm,- Ir,I Pinducl Evalrahoo 0murries-ol di e enypnerofmq dionrung) Installation This product shelf be Installed In Strict complIance with its, respectme Product EvLjl­i i, i ;--ir-Il , engineering di owing) abonglhancoin l)ononionoted tbofain Product componervil shill be of the material specified In that pill % !­L­ I,. I.I.Ilivalul Document (I 9 longtroloorning drawrol Limitations 9 Conditions of Use: use of than pi il Do Ili L'Rict aLro,da,jil with ItN, rpiq,­sI,, rl, ,j,,I I , - I_*- I .. I "neol drawing) am noted heirl All supporting host s3rudwes shW1 NI d"opurd RLI (IRSIm III spopialf"yoo)"Id h,All. ,or"I 0'.Ill I., 'i''I'lliatHid'i'll listed In n this product s fespective anchorschedule Hl s1vul,twe col lditiont, Mli,,N ,,,, I., I mt­ Ill 11, lI urn in this pwifull toloopechore ormcnosi sclrodljk"6talo boot Uunl,fRl.%j I", 'P, .. I ,I"':, I,, l ,, L,' I Exote'sionsil .Ing ... oar Ali crairipstrul Which Me pejmuirnnf�,, ,ristallied 0all hI,l I I ,, -, I I I I 1 1.1�, 1,,7.11 III All I 'rbol sjoch da"moor, All 0 I tsm" Tlo.-, j.;,,lr, 1 I,., I.,.., I,yl. I I ,, v.. ­I),I, r, I , ­Z.. � I., ,I,, ., . , ., R. .I -I. . ill, l, .. I,- . , q 1. - .------ hanl, Bicl IT ENGINEERING ExPRI ­('j_''­4,,;:. 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HIsso I II-L 11 1: -, Y CD-IL--.,.iLIL,-�,--at»,-�..-�--I', ­ 11 I I - --------- , - INSTALLATION QCjAtL5___F0R__aEF1ES 2000 E-Z HANG STUM Pill A Q__.P_Q_V_REk_,r,QRCRETjE.. INL -CONCRETE OCK AND "ll"i - BL ,-I I R U C T Q RL5 0-,Ilm; P(RAI I I � � CON'l OA *. r, (xR`KFI1 it 9I ! i ,I, N " I,; I , I i R(Q0RU . i. - 1 1 -, I , ,i. _�111 01III Kor "E" - , � � "ZIlL � I I .1 -Il 11], lll�AfI � ,, is, � SCREW '06", "Ar". EDGE 01 r , .1 �� ', .1 "r � I i I � ,j i, I W * X (A", """' EDI 1), C_­ I _­1 L I - i: A .,+ . I _ 9, O II - � - I . * L I I � 11.1 I L_ ` I T 0 - .1 I I � ai- .. r I I I I, a 'L -� , . I'll , :�:� Ic or I -#- - SIFRIVIIA PLP� Tr Il'I - : NCI . � �/, 6". Aj..�IIAINI rr� , � I ­L, I �, H Pl I � l - 1 I , - . - 11 , 1, , _', -1, . • P-l-6 . 5, al '4 � I I : a;' :, 1, , I , � '_. .v� I I� • I 11 - 0 __ . 1, 1 �I !, , I � 0 1 , . '_ � I ­ .1 . I i I . .- .- . � - I ij , /:: .. .11­ 11 I I , I I F__ I . 4 I ; I , '- I I 4 :_�, , � I t,,,REI"Illl;. 'qALL__M.Q1d1 i:1 WALI_ MmThwat SECTION ED ALTERNATIVE LZ1 .Grmu 3/eml- �""­­., ........ �, �, � /;"" ,-i*-, , - - Z ,V, 1��L� '��__ Z . .;. FLC?1!UA BUILEIING COR IN- H , Z .. -7 . Z - . � . ____77 ; 47r I I 11 Z ­21 lllil��. . = I 24 GAGE GALVANIZE[' Slio- Z S r, __ ,r,7- - - - , I ' - - I- . f 11LIECO ,.E , �GLOBAL PROTICVC'N P� W1_ - - , I . . I 11 I . � I .. - I I 1, L- ::_,, "I "I __ . ­ ..,.r.._ ,. - � - I - " I I ­ - -11 ­ 4 -- - � ­ . ---. � - - -_ ­ _-.--- �. �, --_- I 141, -, I N - K,� .� ! - -,- I - ",)III 11P. LA " ALL AMERICAN SNUFFERS AND GLASS HAX111UMAHOVI)ABIE .;--'-, � I IT-11 1, - - - - . ­� :' - ; ,_ -- 51' -Al Si STORM PANELS (HVHZ & NUN HV11- i DESIGN PRESSURES ;:, _ I , "n. , - a GALVANIZED S ,� " , .,;, ,�, .. � . '.." - - - . _ ___ _._______ - ___._. _ -,- . � I AS W)TUI ;N DE7,r,N DESIGN NOTES: I .5C . HEILC 5 � . I �- ,� . ­ . " _ � - ,,, .71 1, lIflLJf117?TI K)SIll DAEGAT14 T L)t�i�;NO�'�.'i',�liRf'.;c,A,L-,IJLAI�Cj PI 11' 7 . � __ FOR •USE NYNri,jP4E5RI i L"tI ` mi PER ` � I �� r' '; III VII[ONF1�41,4I SEPARATEC!�I"ITHI'�'�"S FNHA'����C140AP[C.:iM4�N�e6l7"'!Kt I � 611111"IUCM1111111� MESSUTIVREYARPOINTSAS I F� �, CETRAO XkDl W� III III � MO CHA ' �;`) I ` - , . EILfC6TNq �-�XI_' RHAILL U Ltl,�f ION `,, I ll� : � ',%I 6,"I'll, L C�A'11, Tr �LCQ � , , SEZ-1`7 iZw,x THE FLORIDA I A., L, 4� I � - - - ___ � ­ &IVAL 10 THE F"TTIVE Ca N(64� RJE. DMO � i,>� % # � __ - T - I - - OP11TICNAL A"-X $TRICI I � . Lopt- CAPACT It VA LIFIl I V.rFlw o4P;Ili FrA AN, 1 ij 6I RIPSML',�L 0, 13, F. M N , 4o, f, RIC A% N � . I [F1 -1-[ � WININ" I'SRKITT'lirl 6 , / 11.1-sl I GENERAL NOTES, lt g ,� I Z: I I , �.:fi . .-A . 'll �, I:•, , 1 ;71 y -] - -, 'I"- , tc , " I �. - � I' 1,11., 'III Ill, 111,111 .1� hLth OI74,#I .Ni: SMALL bE FAIsKLCIII 1. 0 . CO KQAl 1417711 TH&P.WUIPEMEPITS Vr THE n.C*Jl;,k6VhDIN0II I ew , - I -Fill FUTIC �CIX 1 ,4 0 4 16 �_SE atel AND ..Ttittlli OF THE HAI P� � cc 13 - � k 7 1 RAN VIDN A St PROTOCOLS. CONTRACTOR Sil IFIVESTI"TE , I . - - TAD 201, ZOZ A14D ! � 'l t I I , I I AND COMFORN TOALL LOCAL hVILDMIG CCI AME NO"Hol" WHICH KAY I -1 � ;i " APPLY DMI15M CIII BEYON C, AS STATM H It E" MAY RE" if A 017MIDNAL SITE PEAS SEALED EtiGFIEVILITIC. Lj'o �� . r""' 15'- 2 NO 13-113% IN PEASE IN ALLOWIATILF cIIIIISS NAS PRIIN USED LIN THE V) a OL-ir" DIF THIS X I 5 1 ,�[, A, THE AKHTTEC I - "I"'""Na" "' RECCUT IT "' "No"'C" 1 - z, S1)1ePST1kL11J AN Ill WHICII 7HIS DESIGN IS LISID SHAI.I. W AESPONSISLt il - I I I �,-] f T , FnP THE INTEGIII CIF ALL SUPPCII 11C, GURITAI TO THIS DES" IN" ICH 0 11 t � � � 4L,-- rALL E'E COOP ! I __ J_ I ,LDINA110 ITY111! P1011411TINGCONCTILAKICA. - .. , r- __ . , I ! I � s -A, S.M.Slel S"Alc N!"'QlPirt"A"aS.rALL Be It I,Uil Ili P Z I 71 It CROCA TO D".Tr rRON LO r, SPANS CONPI ro 14r � I I H ME 1". c IV Al.IfQ.Kll 5PArI �ALCUIATIL•rill is � I 'r' ONIAI-TTRISEII&E r"'UMOI U) � 0 J. ;� . - I I � I ,- it -, --- �'7��e�qrtF�u,Tp�rocnkrirr�,,�o�it ,�.�,,�n�i��4��a�i,,-,io-,�,'j':". Lz� � I A• -1 r 1�-,,-�, I ­r - I 11 Irl-ii ol ­1LlII,­-­ F. ,ist I-011VIII-S -,11-1411. I FrILIP kI - - � � � 11 �Ti 1: 19C9oE,;71ONSQs7AZLED 40LllN ^LZ:EN,LCCt,GI%LErkO�,.L(;gLTLRL:I �: , � l�"r,KISH��PNO14Nk���.,,�"",-��'l,I.Fmnl�l..,4�Ill 'I004I WITY TKIS LINDCLIHINT - . . e, � � .D i Dts4NPr4&SURE�,f4UTUrItF.lt4'RE&4!Zt��nNl4k%im-.,M -,F-.rTI I " v 'i I I PII = � �1 TYPICAL VER. I ICAL MCCN I ELEVA I lf_)['� 7 I1JR1A,DlY1L'E0VAj.� rer,,<Torl. 1! LA . ir .Z , f� " I I-�140ZSMMME'A'� '��ILLI?a�"R.'I'M'.'feW.'K�VC"R�m' 4o"r' , ., "1, 4, X ,- �:_,_) I CORPCcLON-RkSkSTIoNT -Al -40t,.AJIL C("!I�TPI 'SPlk �,P, -ol I a, I I � ,.I S,I , JI I 1 A.' 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I -hl-, t;'Cnl�l _ r 'Ss A ­­­ 11 5 -L ' .1.1, � I". r -1 S I! . p­ � 11- , - 111-L-S ,I _ I Is I �1; ,; �, , I V ,111 I M CA� FOR 9 I LOCAL, STATE, A, FrDo!! *A, COV!tti 6 fill I 11 I fit I " K MisTIONS OF �S ILJV� 11 - , I : � � 1 ,T";;,�T,` I , I I � I i I � i I 1 4 � 1 � I-L I, L " ... , ! I Ptic"T � ll%,PPQHI , Pool , C. "!SEX , NO `,f`nmNAY. di "I I I " ' , I I I I � . U- - ,'s s - -1 : , .III`­I:�-1;.It_I1I'_ V'- I � � I i � �` , , - , I , , r I ­1 I . I. � I I L I I i; )II , -,� �., I � . I . I I . I . , . � , . . I , '. . . � I I fo � Y k !4''Il � i-, II. I 11, . .11 le Ill 1I �!.'W-_T:01,1) ., I - ; I ! I : ll� III � � I z I - Ili i N1 FAN; l ,ftle i'll. I��,�, Ili I , , , , " I I �,l I , D", I,." aL A - " U 11" T 1. H i I", , oir I,'I � � ,I,� I �., I I A 0l rHAIT �:CWQECTICII� 1NASHeqED - 11! -Ill", "L?� ". " I - , . riot "'OZ,"'I ­_­ � _­­­_­ ._...- - ­___­:1 '0-31�43 ",W>1O1rI AA E LI AIHII:H'.�A� "5,�� � ti, AWNED IIP , 9 T SPIkIN'... , ,DfTll� S r4LOWB '�S,IR1<11C* OVFF [AP'; IT D',PAN AS, - - - --- -_ r VISIT ECALC.1013IS43 ffs)sa � . , V_ - VEPTICAL HOUNT ELEVATION , Al.... - - --':) (NI)TCHL I 111tj 4 ll � 11 - -0 PANELS) � 11 .1 . I� I - UIEVk I -:)'I IE N�: -------/ I I ,_11 M: I j ,* I � .'I ��5�611, . I ,� I � - I- .- - I � � --- -_ - ------I I ALLOWABLE PANEL SPAN r, I I . - SEPAPATION SCHEF-F 4 1 1, � , �? I Il 23. _!�--i�zir- - w I ZIET, _ . B."I 11' H_ U`+ �J � .,� � L h q 13 �T - ", I � , . j 1. - - i IT •1. I �, ­1 I I � . I - I �_ I .� I - - - - � - o- - , -, - + �,I + -� ,_ 1� 'If!- :� �_ I - I I I . � I �� I 1�1�1 � .. I ." I I � "'. . �.n � 4 .44 . 9 ­1 � - ____T_ .. . ­. ­ ­ - , - � _ I , L t I I S ,� . .1 I I I . . . ;, � I ! 11 , � lil� 'III,?, I ,I I I, I I � I I III, I � yj "� , "' I , "I I N � . � I 11 . 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I, La .1 , , 5 16A, 9.2 us 16.0" %Z1 � V.5l 12's * -.Uowmw 411, 5� - '1_.- -t--' It. 12 5 111 V !I I.A. , , 1 0 irls- 9 I" �ll!lil!1111111 I 12.51' 17 16.0- I IIIIIIIIIi Ill ,�A- ,.A- ,, . I 4. k l400i.t, )y is V lie, � I OIL - ,I , �,,11 " i , , -, Z-I , , 11' .- ,� .. - � >-1 - 0 I 'Q, I' . - 1,11- il i, K.2 ". . ,I-. R V� . �:: " , ­_1 . L110-r us C(* 7 a' - I I �._ ,I .. I I I . - � 14' - i_. I, ._ 4 U A , I- lsfl�oiaoc " 1 12 5 15 4" ­ , "I :, M, J ,T ,, -7 -, 41, , ­`1* 11", 1.* sZ * I: - _ - - - " T. - - . -, , .. . , _o�� , , , I 1 . Z -js� - 7 ::'F 2'j4­Zj, I I I ,_- o "T. ANCHOR NOTES: .* Hask SE] EDII IlilloPLIES TO ALL PRODUCTS L�.FlEr- - I Ill Ili' I Ill I ^ Yi,,W', ;Iki,14L�M ALLOWABLE NNCKCR SPACING, MAAEHLE4 AU1>NAbLt �.[ I IV III IIL II INL 1-.11 L- 1 N TF AN �C_siEOVL" SKALL API � ENTER ANCI-IOA r�rHEPULf EUSfO ON PANTI Fill , IFNFP '4 �< �V, . Iii- T 11 , I ]PAZI, ,-jol Uf 1-f �ATFRIAL, A AMC IM IPE 5R�El� I*SIGN LCAD Gjt�,ATFH jo�,,,Il IV, IC k,AI 11IN(l,AT111 IIIi-I-1.1 I, ,)A[, nN SWj.7 E P &NO 5E LK I 5PAk GALA I ER I KAM OR FQUAI 1'� -, � Lt t I Pi, 4'.N �.P Ll 'riNnal TYPE BASED ON APPAJI'AIRIATE 1,101UNTING ICIPI il'; , II I lifk 4 It, f, - �,P, �,HEFT 1 F,ZA IDENriFIC4RON OF CnMYKI 10" TYPE) I , "A`_'"'!UtX-EO ANII 'ETC I dEll! 6 25" O C FARR F 49T, Al, 1, ­,, jr, I All � lAi III , 41 1W ALI "H', 00 U' HEAVERS (tNtLILICIING Ill III 1,C,I,nlft- sili%j 4 . - 6 KIM &4b"ENT S&wIALL Nr AS Tol AN _-A XRF' Xlt r 1 o4ra"UPH f"11T.0"ENT INC, r0i Ov"Awt 'I I "" ', ',TIA;71. FGAN, I All CTF*R :i,_- FINISHES ill FINISHES SHALL I 1 IM I f L it- I/- I- - 11 1-JoIL BE VEP111110 BI OTHERS I") IAMT'yf AOEQMkOLX7.3 a Q>NMIE ANICHOI ,,xI rf) IIFFlf IN T'r4l, I K IMI'El R) UINXIII 001oll ONLY 9 lol EV11,TINC. Slfrl,-�', T,,PF If I,1000 FRAKtI EV75TING CONCITTICIM MAY VARY, FIELD Vt its rN THAT r?.,, I Flio,fill. �Rf INTOAoCQVATe WOOD flIAMNIG "ENIBMS, NOT PLYWOOD FASTeNING TO R YoliffoX 1, AC f TA XIII ION "Iti CLOEUKE PIECES : r All' P1 ANIAI�,;, 1`4511A TO r&4J=* IIACE Of SlUD FAAKNI ok�, fNiI I P, '�L_A.Inn IN I I'l I Is. OF 40101111011. 2' X C (MIN.) WOOOSIuOW ECCF NSIAIK I .,� A .1 t I 4PILL f N, ,N, V", rRAmiroGI HOOD STucstsl INE �SENUrHERM PINE" I I' )k -;P[AIER O(Ns)IY Los(; f*EV, SHALL RII PRIEtilps flAm Him, DA r-ri vol I I NEW ELF A?"6MARE IN IIool I -Va - IlUll ALL PCI SOUD-SET aattl aU5H[I 12 MACHINE 5T-REV6 %HALIA,jl j­ P411I INA.-ItEMENT ll TIRPEADS INTO THE BASE ANtJiOA AND oolAI HAVE El"*,L A I'- I-LAIT III! ,1. HlbA[O m WATER HEAD (SIDEWALK all U For a 13, MROtAVMEMDEf)MENr&NI,E[K,[;,,Ii44CF rl�.L,.-DE,SST'KC0 OR OTHER WALL Pool 11 ir DIESIGNII AJNCI,,�* aPTIA11CIIII, WHICH ARE NOT 4=P7A9LF USES. ,j hall DIRFit1j,""0N1lN[,lLcNrDITIDN_- I ` ti- 11-.1 rILIN CS N1`JT PiElAW"Itf- POP USE W"H THE Al S�_-JAELIULES JRTWON IPIIN� sI IF I I _4___ (1) (1) c- c/) - (10 (1) ` 0 M (L) S.- (3) Q_L_ = _0 0 C[) 0- 0 L_ C-_ M -0 0- - * a-1�­ 0 a) I' = --I (13 - M U(1)) . - (D -0 0 0 -0-0 = 0 k - L_ (1) 0 ED- = _2 3: C: = -0 LL. - CZ 0 > U) 0- . C_ �-- _0 . � C/) o< %01 :�. . Cn � 1 SIL. �� 3,e L. (D . EIM 0 � V< �11 I (a) I'l � �. 51 y V C.0 "r " U) 'at > � 0 - 0 I Z I < I � CL - I 129 9 e C.......... LLJ r. I Lin I U) rZ 4 if < =)pZ EMI = O". I I i q VI -It I (1) 0 t_j t :3 Ce LJj x �Ix . 0 L_ < I I CIO fi- r. VNI I, 0 a) ,Aiq 111111 U) 40 IT L. CIO fill 11 L. M PKINI Z , . ifil il il, oPIA•WIVOMW.Wpe LIJ 20-31543 = :2E cAw I AK < ---------- 7- = 1 F; I I I = < _j a_ SHEET NO. I SH 1.5. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PIASTER 12 MIL DRYL OK , CMU - MASONRY BLOCK EXTREME -- ---,\ WINDOW FASTENER -- ' 1) SEA1_At4T AT 4),EAL.AN I JOINT WINDOW BUCK OUTSIDE EDGE OF ' MASONRY WINDOW BUCK 2) SEALANT JOIN 5) SEALANI f k IM INSIDE EDGE C}F ,•i WINDOW Ff;At 1!. �` ' WINnnW BUCK ACROSS WINDOW BUCK / AND EXTEND TO WINDOW FRAME'. MASONRY- -�.__ _ ATTACHED PER COE 6) TOOLED SEALAN 1 REOUIRDMENTS BEAD BRIDGING CLADDING AND WINDOW -' rRAME 3) SEALANT WINDOW Fr' WINDOW BUCK ALL T Hi AJIUUND. INCLUDING GILL. SCS 06_,05 CMU INSTALLATION 6 POINT BUCK AN FENEST HATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 N4" CEMENT PLASTER I? MIL (min) DRYLOK EXTREME APPROVED FLASHING I APE "V" SEALANT SOCKET WITH TOOLED APPROVED SEAL ANT WEATHER 7 RESISITIVE t. BARRIER 'OLD UP WEATHER !ESISTIVE BARRIER a �- �,VFATIIFR RESISTIVE TEMPORARILY SECURE BARRIER � 'NOOn FRAMTT CnNSTR �.,. `-EXTERIOR :E_L,F-ADHERL;D FLASHINI; .; SHEATHNNC:, 3Y LAPPING DOWN -- <)VER RIM JOIS-1 AND Ill 'TALL BY 6 IN � - WFATHFR / RESISITIVE BARRIER JtAL IUPbUt-JVIbIJ--.\ UNDER DECKING ADHERED FLASHING (SEE DETAIL WP07) , :e HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up R temporarily secure weather resistive bamer above header to allow for flashing installation Self -adhered flashing plus head flashing under weather resistive barrier i 3 Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale N FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ExII RIOR ; HI A11IIN' REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING NO FI-AQII OVER T I UM NAILING ANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTFRFACF WITI I FXTRI IDFD SI 1OI_ll DFR SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REOUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the nurribei marked as #,J in each detail that corresponds to the numbered items In the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4 Split the release paper using the ripcord (Split release on demand, embedded In the adhesive layer) - for ease of Installation and to minimize scoring cuts 5. Hernove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner R. Mechanically fasten as nPc Pssmy NAILING FLANGE SINGLE J) % JOIST -.- SELF -ADHERED FLASHING FLASHING SELF -ADHERED FLASHING DECK JOIST SELI ADiIFRL0FLASl0i(. U 2� 8 V Y P 0 `-t DOUBLE JOIST / WOOD BEAM E3FI OW ;j SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH 112" DUROCK WP07 1'4" PER PLAN V-0" PER PLAN SLOPE _ 8" CMU ------ - _ _ 4"OR8"CMU (PER SEAT DEPTH) - FILL WITH GROUT ---T ..4 SLOPED MUD BEDS N . VINYL SHOWER PAN ' °'. SHOWER SEAT WINDOW UNIT FLASHING REQUIREMENTS -DOOR ROUGH OPE NIN1_, SLOPE 0 3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior a°,all envelope. The exterior wall envelope shall 3a4"-1" BEAD of CONS (0.6 cm: 30.5 cm) Include flashing as described in Section R703.4. ADHESIVE EAi -: -- SFL.F-ADHERED FLASHING RErURN UrD CId rHrar.sl lc)L I:3 +^II JAMB 6". 0,,! I R703.1-1 Water resistance The exterior wall envelope srlall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR ECwAl- w;F ,• EX l"ERIOR within the wall assemblyb providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING - -CE M I FIN- Y P g 9 q Y BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. �:-Al I R F I ATIi R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 Telt or other SUBFLOOR i approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A d I k,! it , I )NSTR. ADHLSIVE T1.1BE: APPLIEC THRESHOLD OF DOOR At• UP JAMB 6". USE LIQUID r OR EQUAL WFAT'HEN. H:c Sr CTION-A (SE E Df: T AIL WI'i :iLLf -AUHE RLP Ft-AS4iING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL. WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SFLF ADHFR SELF -ADHERED FLASHING all 1 SIf )f (_:t �hNf I; y I Z g_J a cr W Q CL F- V) w 0 LU W UJ a WP11 _77 _ 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 ZL approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt t 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 ndividual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing Installed in --^ - � Y P Y Y P P P Y 9 C ,_--•,_ __ -_ __ accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. /, SELF -ADHERED FLASHING , ,� `r-, �; J !� EMT FINISH SILL; POTSHELF/ CHIMNEY SHOULDER VV r-" , 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, r� rI3-Rl�i . t substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS AI LASHING I ,I..I ,I�� `' hr�I°IIIII r AnFIE aIVE �703.4 Flashing. Approved metal flashing, vtn I flashing self -adhered membranes and mechanically attached flexible flashing shall be applied THROUGH SELF -ADHERED LASIiINI, ,A��>I . g PP 9, Y 9 Y g PP A; W-D ,I` , FLASHING SELF•ADHERED FLASHING -=,hingle-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes aNr,t uwlNc,,.r,. EEDETAIL WPUt used as flashing shall be applied in accordance with the manufacturer's Instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. W i RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with f-LF ,1.,,1! id I] f LASHING- '� I ($£FORE FOLDING •,� ��.,>: the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and XTEND A RELEASE PAPER TO I -: ADHESIVE ASSHCWN. contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as ERTICA^_ t F Pi rn uTTara ;I flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings RE''"`'' shall be installed at the following locations: 1. 1.Extenor 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 ;omplying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 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, pan 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 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. WPO SELF -ADHERED FLASHING 1.4 In accordance with FMAIAAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. i LJ" � INSIDE CORNER � I- �J 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. ► Ground �► - 3.3.Under and at the ends of masonry, wood or rretal copings and sills. y I 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. tU 0 U > y QJ CU I Q 0 L_ r�...Y C lJ -� U cn CU 0 O � O O L U) _O r_ Ffe n 3 4?3 `1 pfa llirtual V 6. E At wall and roof intersections. 7.7.At built-in nutters for co ns Re y/ew c evi gss/str- vv , ' f, t t L' n► I nip _LF-ADHERED FLASHING �• kTCH It iFRF;:i FI ASH!Nk �1 F$ r. i P®$ FOUNDATION WEEP SCREED I-W OF �Af . )rIAINAL�E PLANt WRb I -- BOND BREAK WRB i Si- LA 1 H WRAP DP WRB ON IC' THE VERTIC.Al I SURFACE TO FOP OF `S FLANGEE, AS AN AIR / BARRIER INCH FL.ANGF - - PLASTER STOP -- I ilti (!AP Iti A RESULT Of r1A i !!f (AL SHRINKAGE. DO NOT SEAL CON I INUOUS bAt ROD& SEALANT -- t fli :;(A0.1 .) PLAS I Il, tA; SOFFI r/CANTILEVER W a er asas .. Lath Sheathing Stucco LEGEND --0 0 UftAlNAlit PLANE (UP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BAHRILR - SELF FURRING (SF) LATH -- Pt ASTER ACCESSORY . .. ___. --STRUCTURAL FRAMIN( tI I 'r ` STRUCTURALSHEATHIrJ,'. ,..•--STRIP OF SAF URAINA6L PLANE WRB ( -.BOND P,RFAK WRB -SF LATH A;;TERsI,I' ON1 INI InI IR RAC'KFR ROD ,f At ANT EMEN II I`IOUS F 1NiSH 1WP10 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster ,ante With t eted and a Y t7ebra gnne it �FgO jt X?300 //8" Cement Plaster in accordance with AS1 MC926 Felt backed metal lathe In accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs 112" Cementitious Decorative Finish All inside and outside cornet will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all -4 Q3 Q o 0 n LJLJ I SHEET NO. WP1.0