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HomeMy WebLinkAbout6486 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE RECEtVAFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 CLIENT CHANGES CS COVER SHEET N AHU -AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN N A/C -AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED A2 1ST AND 2ND FLOOR PLAN 5 2023 ALUM - ALUMINUM # -NUMBER 3.0 MASTER CHANGE UPDATE A3 STAIR DETAILS LO AT - ALUMINUM THRESHOLD OC - ON CENTER 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 2ND FLOOR - ROOF FRAMING PLAN AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A5 EXTERIOR ELEVATIONS &ROOF PLAN 00 AVG -AVERAGE OPNG -OPENING 1.6 GALLONS A6 1ST & 2ND FLOOR ELECTRICAL PLANS "' BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 5.0 TRUSS CONNECTOR REVISION _ - _ , �® BM -BEAM OPT - OPTIONAL A7 INTERIOR ELEVATIONS ��, • ,° BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED SNO STRUCTURAL NOTES ,' ,., BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES O ° s 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 �s" � � w BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. S3 FOUNDATION DETAILS BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S4 FRAME WALL DETAILS " r _ BTM - BOTTOM PED -PEDESTAL , R O BUC - BUILT UP COLUMN PERF -PERFORATED 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S5 STRUCTURAL DETAILSF`R o 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS c,P CAB -CABINET PLT -PLATE I ; �✓y, , CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SS RETRO FIT DETAILS' • A 'S CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CLG HT - CEILING HEIGHT LB -POUND S11 PRECAST DETAILS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR ❑ PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE CHAP. 3 PA 1.4 PRODUCT APPROVAL V a) o N o CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING PA 1.5 PRODUCT APPROVAL _� > `o N 0 CTR -CENTER REQD - REQUIRED HANDRAILS - CHAP. 3 co ^ ai CJ - CONTROL JOINT R/A - RETURN AIR SH 1.0 HURRICANE SHUTTERS >. In M M DP -DEEP OR DEPTH RO -ROUGH OPENING SH 1.1 HURRICANE SHUTTERS N - O 00 m M DTL - DETAIL RS - ROUGH SAWN ❑ GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS -C - r M DIA - DIAMETER SC - SOLID CORE DIM - DIMENSION SCP -SCUPPER STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS ? O o 2 0 DISCON -DISCONNECT SCRN -SCREEN SH 1.4 HURRICANE SHUTTERS U a, Tti1 •� O � � �, Q SH 1.5 HURRICANE SHUTTERS 'N w v CHIMNEY & FIREPLACE V P DW -DISHWASHER SIM -SIMILAR ❑ WP 1.0 WATERPROOFING DETAILS oo Q.M � CHAP. 10 WP 2.0 WATERPROOFING DETAILS 0 DR -DOOR SHLVS -SHELVES i o E � DBL - DOUBLE S/R - SHELF & RODCL DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EQUIP - EQUIPMENT STD -STANDARD GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXP JT - EXPANSION JOINT STL -STEEL EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FIE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FLOUR - FLUORESCENT TYP - TYPICAL SHOWER ENCLOSURES TO BE TEMPERED GLASS FTG - FOOTING UNO - UNLESS NOTED OTHERWISE °w w w w O o FIR DR - FRENCH DOOR VAC -VACUUM 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR W W w p ¢ ¢ 0 ¢ ¢ Qd Y z �o z GALV -GALVANIZED VAL -VALANCE O W � ° � � o � ,� ° o ,� � o TO BE TEMPERED GLASS. SECTION R308 ¢'a X o � o o o m ° z J ~ GA -GAUGE VERT -VERTICAL ( ) Q Q U ° c o z ,� w_ z ° r Q GB - GRAB BAR VIF -VERIFY IN FIELD H � o w o_ w z woo z z GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: 00 O � c9 a> z Y o z z w O W O a GLS -GLASS V -VOLT o Z ¢0,¢110��-gwo2v°¢ GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o ¢ o o ° a a GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL ~ HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HB - HOSE BIB W - WIDE OR WIDTH FURRING\ O HC - HANDICAP WDW - WINDOW INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING _L � LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING LGT - LIGHT A.5. DOOR OPENINGS: - Z) MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q M O A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED (n M ~ MECH - MECHANICAL Q J MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR LL MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER Q W Q Ln OF DOOR I- M A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH 00 SURFACE TO FINISH SURFACE Q i- Q SYMBOL LEGEND. A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z V B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND ❑A = STAIR CALL OUT HEIGHT OF A13F-----SHEET NUMBER PLUMB. '� � LLJ O STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: J INT ELEV NUMBER 1 C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES O �- G 0 FOOTING CALL OUT - SC.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C = SEE FOOTING TEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS JUL 2 1 20 3 N M M 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N N N ELEV NUMBER UNLESS OTHERWISE NOTED VO o O A9 ARROW SHOWS E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE N N N PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT I I I O= OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED N N N SCHEDULE ELEVATION MARKER All SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED o 0 0 1; ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, Virtual Review AVRssist, Inc. LEDGER CALL OUT - SEE Plans Review completed and approved LG-2 = SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND for compliance with the 2020 FBC 7th Edition o o � LEDGER SCHEDULE 4 _ A15 2 COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE p c ARROW SHOWS LOCATION OF CUT DRAWINGS. by Debra Anne Klahr PX2300 06 6 r- T- N N N N N 3 DIRECTION OF VIEW M M MULTI VIEW INTERIOR SECTION o 0 0 0 0 0 0 ELEVATION MARKER MARKER N N N N N N N O W O M O N O r' O r N N M 1 1 1 1 1 I I r r NOOO��oo 1 •0 NLO �0000000 N M (fl r; LO 1 Z z 000 o O w v) O1 w()r>- O Vo�o E N NAROM -LO -0 up)Da=� ZW �- P r� =co 0Z LENNAR TAMPA DIVISION 0 Q 00 W [V 4600 W CYPRESS ST, SUITE 200 00 �2zw0 NOTICE TO BUILDER & ALL SUBCONTRACTORS W N O < < z TAMPA, FL 33607>-CN ��zW IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Q - z 813.574. 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING -se Z Q O LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPTg 0� HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL V a SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE �J.J NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR z MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z C S L� CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION co N FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE LIJ co O 2382 ADS INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE T-- LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK May. 9, 23 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE 4-1 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED, FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 10 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6o REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT, O MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" x 3 F x 16" #5s 6" O.C. EA. WAY mom a Virtual Review Assist, Inc. Plans Review completed and appra for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-0„ co N O LO ,, 00 LO 0: U1 ,.O N. ` lei 0 z a ^tn N L "0o W L U M w 6 Cy)— �n � I'� V V -0-0- 2 OEM') W i L W ` 'O p U-o Q V) U LU Q N MO W 6- E 70 0 "0a W WN LL dui uj w0�- w�¢ W2-j lxgQ~za z O QOQ�QLLVOO�O - Q QV ? a X Q �a q Q0(n:oom w w- w 0 vaOww ¢z uYZLUO�Z �Z o~<j<W�¢ a.c¢i LL - QQ QQ Q O¢ o�Y zQLL 0 O O Z W O� L f ti f�M �O Q � M � �U)LLf� �-�0Lo Z V Wz W J0 O mi N co N CD N N N r` 4 r 4 T- O N o N O O O O O 00 O r co (0 r r CD N O N O N r N r N *17 O N O N O N O N O N O N O N N as o L6 Oo O M r r N o M No 0 o r r o 0 N� ; o O O o 0 CD O r N CO d' LO C4 I ti CT' CO co z Z -Z O O -+� C) w cn Lij ® o F_ ow W w�Q Z� � Q Fm0z CDz W N �> �2zW M M �zzLL C0 w N Og<2z �(0zz z 7- QO �c z U g o�� 0 �m < z A 1 z J M N W LAST PLOT DATE .. May. 9, 23 0 FOUNDATION _1 PLAN B io N N HB 7 5/8" N M ) Q 0 0 N LO ED 7 5/8" LO 19 on N 0 0 io Vs NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS CO4. ap W F= TIE BM AT 10'-0" 13'-3" 30'-0" 00 L0 3 1 /2" L0 , 5068 SGD M (2)2X8 HDR--y -I BRG y� WALL 'YI FAMILY ROOM 16-3" X 16-2" 8'-8" CLG 51-811 SH25 HD AT 7'-4" EGRESS BRG OWNER'S SUITE WALL 13 -0 X 15 -11 8'-8" CLG 0 1 (V GG S3 14'-2" 4'-6" NOTE: 1'-211 PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR 2' _p TRUSS SYSTEM FOR A 2X8 W MAX. AREA OF 1000 S.F. (PER FBC R302.12) ----TILE -- `° 2X6 KN I T��EN WALL aP AT 3 1 /2" 9'-7" X 14'-2" '-8" CLG REF N II 9 rn ii n BRG II II WALL RANGE W/ CAFE F-: J O HOOD 8'-611 X 14'-211 °D coo V II t _ 8'-8" CLG `" ° ° 00 II—:1 1 - II 1 NL 2 PLUMB A7 1 ° A3 STACK WALL T-6" Fjol0 4'-10" 2'-2" & 2'-10" 5'-8" 1 C0 IPWDR:. 6 a ►mod ''' -FLOORABV LINE OF MTS20 I AT •- GI� /1 WSLOPED • ALL FOYER 1 UP .. ...•i —�i Ii l��• 1 - Rfl ENTRY UTILIT PANTRY N N 4 JO A7 GG W/S AT vQ S3 60" AFF 5'-6" i_ T-4 3/4" IL47 5/8" �.ILMIIL : -DRAIN _ _/ / 04 OWNER'S `+— BATH 2868 tJ° 1J �/GGGGG BRG WALL c00o N D ----I S & R 20 MIN FIRE 4, N t4" INSULATED (E/ RATED DR fifi W/ WEATHER STRIP r---� 22 x36 WALL ATTIC PROTECTIVE L ACCESS BOLLARD 4" INSULATED BRG. WALL J nCC TWO CAR GARAGE S3 19'-3" X 20'-0" s3 ::D)S3 " ` I I TIE BM AT 10'-0" 2'4' 30'41 16070 16'-0" 20'-6" TIE BM IF AT 10'-0" W m-1 W P: Q FIRST FLOOR PLAN - ELEVATION B 1 /4„ = 1'-0" LINE OF GARAGE 2'-3" 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 7n1 All SECOND FLOOR PLAN - ELEVATION B 1 /4" = 1'-0" R-11 F.G ION IN ,DJACENT ;SPACE R-11 F.G. ION IN R WALLS, JG BEHIND TIN ,SSEMBLY GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE, ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL 0 = 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) JUL 2 1 2023 Virtual Review Assist, Inc. Mans Review completed and approve #or compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 T -33.9 M N O , N n C 00 LO }k ¢ aY, S w r 4 W 0 z Q 0 0 � �' OMN ai V) a t� V C) f uC: E W = m o 00 0 pdo a Q � N • w Ln Q N W L 0� O CO ~ a a V� W �W/ (� W L.L. O LLI to W O F- Wes¢ ��� ��QYZ� Z 0���¢OQ�¢LLU 0 0 _j0 J Z Z Q < U Q =� X O Q CyWWZ z= Oo o=W0�0M ('J n Z¢0 �WH �1 zy0— w�¢n_gw2220 o6- a W <� - Z§Q OQ ILL O QU O Z N O� L J O Q M � M rl- J w L.L ti I-�<M o Z V F- W W Jn O mi N ON N [` 04 4 4 O N O N O 0 0 0 C:) Oo M M �` // o o N O O 0 0 o o 0 0 0 6 06 U� Ob N O O M ,-I O M N d ' CA o ooC' c O r 6 C) N Lo> o 0 0 0 0 0 0 LO N4 r- N M mot' tt') Cfl ti 1 00 (n Z z O owv) O Vo�o F= 0 CL LU z W m0Z V Z 1'- J N }W2 >_<z0 re _zzLL IOW N O�2z N¢ ULzz Z Q O z U OU� o z W _j N Wce) -r— LAST PLOT DATE O May. 9, 23 Z O 1ST & 2ND FLOOR J PLAN B STAIR SECTION 1 /211 = 1'-0„ 1" NOSING SEE SHEET ST 10" FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1 1 -0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 3 A3 - 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (S) MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w F- O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. 2 1.2023 Virtual Review Assist, inc., Plans Review completed and app ed for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 � M N O t ..q c LO LO CD G as ri f 00 LO .a�F .Z w Q Z W �.. Q U N L' M U CO V = M A� E L t p 2 Oo 2 0 rn �� 0 - " F Q ^N` V LL QN V V 000 V, WO Vw�O�0zzLLWF-2-1 LLYF-W Z O =-JU)O�W0VOLL O� Q U =QdEXZWL0Z20OF-J~IooWoomz¢31--Cv)I�Z a�vLLJ V5�= wzW Cuj �LL CL LLJ a. ¢OZ �goW0/) ¢ OQ =QYZQQQ LL O ¢ Z N OLu S2 ��cMO Q U) M � � LL ti z < W < Lq F— a. M Z U Wz W _j0 0 .J NM N co N N N N r` 4 4 O N O N O 0 0 0 o 00 co 0 c- M r 0 N 0 N 0 N N f N r� o N 0 N 0 N 0 N 0 N 0 N 0 N N O O LO W O M T- N O M N c 4rn o 0 0 o o r o cm 0 N LO ; 00 N 0 co 0 o Lo o CO O r` L IT I I CO /� co Z Z O O _ owv) ',"� 0 Uo�o E-- Q O � a Z uj 0 Qrn =mOZ V O > J N Z 00 i'<Z° }oft M Z Z LL (.0 � N OV-12W N a U)ZZ Z ¢ O z U v g 0 o F-- m z z A3 z w J W(y) M `. , O � LAST PLOT DATE May. 9, 23 Z _ 0 J DETAILS 30'-0" 1. b 30'-0" FTFl,F IF a M T-10" 1 5'-8" 20'-6" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /4„ = 1'-011 a v 1, CV 0 a a CN ¢ M t¢ r¢n r¢M ¢ y��9 U U U U U U �A CJ1A E A CJ1A CJ3A s CJ3A CJ5A CJ5A U-1063# � U-1063# A6G� d A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A3 t y Q BOTTOM CHORD CAN BE REM DVED IN FIELD IF NEEDED ATTIC IACCESS A1A ::p 4AHU 1 co Al Al A3 0 A4 DROPPED FLAT TOPS OF � HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 U-1008 # U-1088 # A7G i r CJ5A C3 LU m EJ7A CJ3A U (D -- -- CJ1A L) U U 12'-0" 6'-0" V-2 1 /2" 7 7/8" 00 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /4" = 1 '-011 SHINGLE ROOF 12 51 12 HEEL= V-0 1/8" 2��` — HEEL= 4 1/16" PLUMB �. — . M CUT — _ 2X4 PLUMB CUT if 12" 1 1 1 12" CD TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR 12 12 2 2X4 T HANGER CHART WALL HT. BASED ON 8-8 A.F.F. 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 CUTBACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. 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 JUL 2 12 23 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 ATTIFE ITION' DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK I CONSULT BC 30' Span or less 60 degrees or less r� 1/2 f� 2/3 to 112 line span approx. Tag line span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED, 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-Bl 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 FPC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR � I1 V GLL6 ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. IWALL KEY 101-011 DESCRIPTION INIT. DATE Created from 2386 model AS 2/16/2017LC9 JTH 12/13/17CHANGED L HANGERS TO SIMPSON RDP 03/13/18UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020UPDATED FOR LCA SHM 1/18/2021 1 CARPENTER —� CONTRACTORS AMERICA - -- .OF 3900 AVENUE G, N, W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT YAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 1G 201"7 LAN# SCALE N333525R 1 4 "=1' M N o N rn LO Ln o 00 L0 +s'.t Q .'1 ` Z > ON 0 W �. �,O o j2 MM N Gi . � } M N V -070 m U o _ rnrn.F o 0 VJ• 0 �� N Q N ..� way QN i o E'o W rWrnn V W W woQ ¢2¢ ¢gYZo Z ¢=5Jfno�W<8_UO LL—tO < Q v = c3� Z LL LL0 Z 2, aww�oZ02200MO � H¢ Q � LL Z cn�a�InwwI_ul zLLIY¢p QoWO F-W_MWE �Uo ¢ OQ o =O oQZ�¢ LL ¢ LL O O Z W O� J ti 0 M O w M � G U pl- tf') M Z V LUz3: W O J O J N N N CD N N N t` N 4 � 4 � � O � N O r N O 0 0 0 o ai 0) M m ao 0 N 0 0 N N O O O N O N O O O N N N N CN N N O� N 00 O r- a0 O A I'l- N O M N 4, o 0 0 O 0 T 0 t r CO W N U) j o 0 0 0 0 0 0 N M I d CO CO(n z z o owCo O� W LU 5; O vo�Q �U a L� C%i °w�a I— Q Z LU r Q �moz �z3J 0 <z0 M Z Z LL (� LU N O<�Z N < U�zz z �Q0 • e � Z U g Ov m � Z z J N LLJ In LAST PLOT DATE 0 May. 9, 23 Z O 2ND FLOOR ROOF s J FRAMING PLAN B ROOF FINISH PER ELEVATION 12 ROOF SHEATHING 15 MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT 1 '-0" Al V NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 f_ fl /4i _ ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS ' MTL DRIP EDGE ___I�CALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL 713/411SOFFIT N o <V N N 1'-4" 2" 2" 1'-8" FALSE FOAM LOUVER DETAIL TYP 8 6" 1 " 4, 1 „ 4„ (V N ;EPS o00 -1 00 i 4 FOAM iv BRACKET DETAIL 9 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S) H 10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. __15 ROOF SHEATHING (S)A23 MTL DRIP EDGE �2X4 SUB -FASCIA • 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 1_ 11 /4► PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o " o o o LEDGER DETAIL 11 1_011 /411 8" TRUSS HEEL CASING BEAD WITH WEEP SCREED OVER FLASHING ------ ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. WEEP SCREED ELEV AT 0'-0" 1ST FLOOR FF SHINGLE ROOF FRONT ELEVATION B 1 /411 = 1'-011 12 51 __4 8" TRUSS HEEL ELEV AT 18'-0" T.O.P.- ELEV AT 10'-0" 7/8" STUCCO OVER FRAME 2ND FLOOR FF CONTROL JOINT ELEV AT 8'-8" T.O.M. MID WALL :::T WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" M ti ININININININININI ININININNININI ■ MINININININIMI A/C UNIT AND PAD 1ST FLOOR FF GRADE LINE DREAR ELEVATION B 1 /8It = 1 I_O,t 8" TRUSS HE1.0 I■l1 ELEV AT r 1�tI11n�1■mtl��llmY_Ilmmml_Imm�;.d1�I��rnl�rl�l��r, Ill .nn gil.ill III ,lll■■IQ■li ,.nimmmnrR� �Illmlll�l�llll�lrlllmlllmlll�l�lllmll%Ilrl� II�III� III OVER FRAMEFLOOR �mnm■lun■■umn■I■nnl■■rm■rminmin�l■r Ilul■111�I■Ilr�l■Ilr�l■In�l■mil■Ilul■mmlummm miirilli�ninillli�iirimql�■Iu�mIN4Iim1i�i111111rrilNiiui • - •JOINT rmurmllrlmnnmm■mil■■rmnrn■Immnn■1 a 10 Is III III EL • ELEV AT 0'-0" _ 1ST FLOOR FF - 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. :1■:AFT111116iNHi]Y 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD ELEV AT 0'4' 1ST FLOOR FF - A 13'-4" M 1'-0" MID WALL WEEP SCREED ------------------ GRADE LINE 1RIGHT ELEVATION B 1 /811 = 1'-011 12 51 __.. I- 16'-8" F IF-1 18'-8" _ t� — M o LU 7/8" STUCCO r iv = -OVER CONTROL �JOINT �` - - 2'-0" MID WALL WEEP SCREED GRADE LINE-71 CLEFT ELEVATION B 1 /8„ = 1'-011 5/8" STUCCO OVER MASONRY 16-8" CONTROL JOINT - 5/8" STUCCO - OVER MASONRY iur.. nnll■1�... ■IIIII■IIIII�.. II�Ir111�Ir111�11i�,;_ 4" STUCCO BAND WEEP SCREED ,-O„ 4" STUCCO BAND STUCCO OVER MASONRY A/C UNIT Zo AND PAD i� 6" 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 0A 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 JUL 2 1 2023 \/7 r Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editior by Debra Anne Klahr PX2300 n, AA❑ �' A-- AG, n'. 4 M U 1 /8" = 1 '-011 1 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) M ST BE IN ACCORDANCE WITH FBC R703.7, A, TM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD 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 PP.OVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT J M N 0 N LO LO 00 LO �n •ate ` A E. LU r', r w W 0 z ^V) (D LO F � W i.. N U V) CO y V '0 Con V/ U O V O u - � a��i Q ^` W t' LU N Q V 00 M E� 7C) L O N 0 a� V, wLLJ w0�LLoj9zLU ¢ f WYF W 0 2 �L JZ UO0J�O�LL�° QXZRL0 H cywc' Z2Hj ~ ¢ 0 Ow0000Z=v CL oOaO LLU°0zw0V5WzQOg� ¢d ow =o�Zg LL o LL O O Z" OW U) ti 0 co O Q U) M Lq � (n LL ti ry 0- _M �0-2- Z U WW J 00 d0' NM N co N N CDO ti 4 4 r 0 N 0 N 0 0 0 0 o I coal co (0 r 00 — O N 0 N o N T N r- N 0 0 0 0 0 0 0 00 6 00 M 1 Or Na0C) d' o oo 0 0 0 0 0 0 0 L CO z Z O 0�-' W(.) 0 W U) W �> a--+ _VoRo F_ 0 w 0- V) LU z Q =mOZ /n V Z W N 0 <w0 M Z IL Lu N 0 _j�W C\I Q vU)z z Z �¢p Z U � OU o W � Q z Z z W J CV)WM N r— LAST PLOT DATE O May. 9, 23 z 0 EXTERIOR J ELEVATIONS B & ROOF PLAN m FIRST FLOOR ELECTRICAL PLAN B 141 = 1'-011 LINE OF ROOF SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0„ ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 410 SER Alu JUL 2 1 20?3 \/RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio 4 Bare Cu Ground by Debra Anne Klahr PX2300 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 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T SWITCH- 4 1/2" DOORJAMB —DUPLEX OUTLET 2%> TRIM---o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z k SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" 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 C0> STRUCTURED WIRE OUTLET -69 SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —[] PUSH-BUTTON DOORBELL {A} CLG MNT LT FIXTURE -E CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -} WALL MNT FIXTURE l NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY O_ 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -Wr CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR O SMOKE DETECTOR CU-18= UNDER CABINET 18" CS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER EM CHIMES (DELETE W/ INTERCOM) MASTER STATION O ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR ED A/C REGISTER TT THERMOSTAT 11B 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. M N 0 N rn uO Ln 3 700 •" � X6 LO 1, k� �•'L'�w 2 T � K>� • "�1_ Q T C� i 3 Z `, • •��<'_ 41 Po.. W p , R •`Y` � l:� � f ' , .:a O S " s W ' Z Q I^nr N LO CD W L v N d — M N V O� u a 2 M moo :Eg TS1 •� p ti o C Q V/ L U [3 •Ln w QN MO W L E�2 Lt.l NLNLI LU LL a wO� WE w J wg�0 w~g W�J x YZo Z LU02J¢0¢�¢tL_Ie z X J Z Q o� Z U � ~ ~ W o m ? �wa�cOnwwwo�o:¢� Q� L) U) 0 Z ��< WQF5zWZOW�oa L.L QOw 2H� �YZ o oFQL Q Q oQ 0 O O Z W Off_ W J (~ O cM Q U) M � r, Ln E— M z00 U l�— W W Jo O W1 N co co 0 0 0 ti 4 4 � O N O CV O 0 0 0 0 w co/ (D IT--� O O N O N O N N N O O O O O O O 6 N a0 O 6 r a0 O M N O M NCD 4 CD CD CD Co CD o N �) ■A > O O O O 10 O LO O O L � N M CO t` ♦^ w Z Z —ZO OwUI->- 0 W fn V Q 2 0 LU i.i Vl 0 ZW W I=-Q m O Z I— = r= vZ3jJ Z N 00 ��Cc2 �- 2 Z w M 1 _ZZLL N OVg2W N Q �ZZ . Z Q O rys Z U -se g Ov o F. W z Q Z Z w J Uj N LAST PLOT DATE May. 9, 23 Z 0 1ST & 2ND FLOOR ELECTRICAL PLAN _I B 00 ao W 1 1/2" FILLER n, ^11 KITCHEN 1 /211 = 1 '-011 CV HOLLYWOOD STRIP LIGHTS Fo T N 21 O M 4" BACKSPLASH �Q / \ 30" HIGH MIRROR / \ KNEE SPACEJJ / \ / T-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER 5 OWNER'S BATH 1 /2 = 1 -0 PRE-ENGINEERED WD. TRUSSES A"r 24" O.C. (SEE TRUSS DRAWINGS)— ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. 0, _n 1 'J '1 n" 0 _1 M 0 i0 1" FILLER SHWR HD —� PRE-FAB SHOWER PER BUILDER VALVE 4'-11" ODWNER'S BATH 1 /2 = 11-011 6 UNIT'2382 - B, L & M' BUILDING SECTION 3/1611= 1'-011 DLHCEN�ISLAND 112 — 1 -0 N 00 N - M T 1 N W O eo HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER (D�IA TH #2 1 /2" = 1 '-0" FOOTING SIZES AND RE -BAR L c e 3 /2 = 1 -0 KITCHEN„ 1 3'-4 1/2" 2'-9 1/2" BATH 11 1 /2" = 1 '-0" ELEV AT 16-0" _ T.O.P. WIRE SHELF "HANSEN" C° 0? BOX 220 VOLT I I I I I 14 1/2" X 16" I I I DRYER VENT I 2X6 KNEE i i i RECESS WALL TOP AT I I I I io 34 1/2" I I I I I I I I I I ! I I I —I I 4 �12 LITY 1 _ 1 -0 J U L 2 1 2023 Virtual Review Assist, Inc.\ / Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOOTING SIZES AND RE -BAR UNIT '2382 - B, L & M' FRONT SECTION 3/1611= 1'-011 N CD LO " O co �_+ l °✓ e• y b � a A Ac3 Q ' 0�--p Z — =y W W 0 Z Q Lot N L0 F ' W L U p � N a; } N M V) _ o� V rn A� E L L M 2 S VJu_ O OO m p� •N w Qry c /�` W p L W (DW ow (6 wow W~ Q �' J C Y Z W Z Q��J�O3:OfULLUOLOLJO Q V Q I— H- SOX ZI�i ��Z���F-< C, H0z OyOOm2Z Q ( za �OaY�LU Zw0>Zi0L a ¢l-w0WF WU) 2OW 0 LL¢ o ¢LL O O Z N O� ti 0 � M O Q U) M L0 �f!)LLti W M 00 zv< z W W W O J O M1 0 0 0 N N N N 4 4 O N O N O O O O o 01 — tD M V­ 0 N 0 N 0 N N N O O O O O O O N O O N M 0 0 O 0 Cl 0 ; 0 0 0 0 0 0 0 N N M 'ItLO O ti LO ' 00 Z Z Z �Wf0 LLJO Q �Q Lo o�=Q z��-� H� r�I�m0Z v Z N 5.<z0 >-C�2 M _ Z Z LL W N Oggz VQ nzLU z Z • z F-v g a z Q Z w WCO N LAST PLOT DATE 0 May. 9, 23 z INTERIOR 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 LU NG GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6• GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, 1 ANDINGS, 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 S N INSTALLED N THESE ACCESSIBLE I IIS 0 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3, ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4, 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2, 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1, FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF 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-I-P GROUT 3,000 Psi 3,122 Ksi 4.3. 4.4, 4.5. 4.6. 4.7. 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. 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. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 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 'T 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. 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. SOIL: 4.8.1. 4.8.2. 4.8.3. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 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/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 - Cofncrete overpouf and mortar along the foundation perimeter must be removed be ore exterior sot 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) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301,2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE:5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF 1- 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. 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 DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NinTG 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 1Y8" 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 3/". 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. JuL 2 1 2023 Virtual Review Assist, Inc. Plans Review completed and a oved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 co CN N O u�• t �. 0 U �1 e• W X xav;w _ 0 < W Z Q > 0 N W L 0 U �� 6 (y)c 5 r� ❑ 2 00 _0 o 0 LL 1R iv Q •N LU QN k 7� i o E � LU ❑LL v7 W OF ~- WMJ 0 � W ZQr Z ¢aX� n��oran�oo��° Q U Q f- � <0 U)0:3 Z� J O Z9OZOR00,MQ �Q �U U' C,) LL Z LU >Lu zzILL L U)OaOOW 262UQ �of iOO ❑FLff¢< -U) Q u- 0 z CN O� IF�MO Q M U? G Coll r-- lt? Z>- V F- LUW LLI O J O J N N N N N N ti 4 4 CD N CD N CD CD CDCD O O O (O f 00 O O O r- O O O O O O O N O r 06 O M r N 6 M N C O O O r r 0 CD 0 N,^ u , E2 a)CD CD Nj 0 col 0 d' CD Lf•) 0 cD 0 I,- I I I Cr CO VJ Z Z O.� W0 0WO >- O U��a I-O�� ^ i� ,,^^ V) O WWM W F- Q Q z W F- TLr)� MMOZ (DO�J N Z 00 W0 M �ZZLL (.0 W N O2Z g Z Q O • Z ~ U 0U 0 co Z SNO Q z Z J W M M 0 mr- LAST PLOT DATE Jul. 10, 23 4_0 O STRUCTURAL - J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 11 11 11 ^. ,° I I. I .L.. a ;gq 'c1 t C%Ax 1^1 :°' LONG (3,/4t�-1" CROWN) � STAPLES °' O,C. "E'R`T BETWEEN I MAX.16Gk O 1/,vR LONG (314 -1ar STUDS (NOTED THUS —) - OFFSET 1 I I l I CROWN) STAPLES @ B"" STAPLE'S BETWEEN STUDS A S SHOWN - - _" --- - -. °-- O.C. VERTINTO STUDS (NOTED THUS:) M L LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3;4" = 1'-T "DETAII- EXCEEDS THE REQUIREMENTS FOR FBCR 70.3.7.1 LATH* 'ONLY .APPLIES TO LENNAR T PA,IJAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-011 TANK -LESS W/H A STUB -OUT FOR GAS METER O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 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'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 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, 91 m I- + + _+ \ 15/32" CDX ¢ PLYWOOD OR c7 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * 7OR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BC0Joist 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 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking q x 1/8" gap x x k 1`Z FILL CELL STD. 90° HOOK BOND BEAM BOND BEAM STEP SIMPS( W/ (22) NAILS 1 - CONT. #5 BAR 5/8,10 95 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small 2" min. 2" gap max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %$'GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. -- -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high 64 or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I lya 3" (1 Ori) nails at F" Inr.- Provide adequate bearing for each lapped joist. Odnails SECTION INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 54d BCI 6000so BCI6500so 9-112" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90se 1-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide IF— pz� 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — coom J,i 1Y2" ROUND HOLE MAY 6, 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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 1Y" Rohn,ci title Diameter((in) 12 3 14 5 16 8 fkM 10 11 12 113 RedtanEjuliar Holt} Side (in) '_. S. 6 18 1#T Any 16" ilol'st Span (ft) 8 V-0" 1"-1 " 1'-2" V-2„ 1 3„ V-3" 1°-7" 1"-11 " 2'-4" 2°-9" X-2" 3"-7" 12 V-0"° V-1" V-2" V-2" 1-3" V-9" 2"41' 2"-11" 3W„ 4°-2" 4'-9" 5'4" 16 V-0" 1"-1" V-2„ 1"-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9"° 5'-7`" 6, ," 7,-2" 20 V-0", V-1" V2" V-2"" 2`-0"- 3'-0"' j 4'-0" 4'a10" 6-11" 6.. 1" 7,-11" 8"-11" 24 V-0" V-1 " V-2" V-3" 2°-5" 3'-7 4'-9" ``-1 t0" 7'-2" 8" 4" 9" 6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUN DED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE, USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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 10-10d nails. \Install tight to.top flange. Jc \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN SIMPSON i w/ (18) 10d NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOTE: IPLIFT VALUE 3 BASED ON I.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL it-11 I m I I 1 1 I 1 I I 1=1 I• a:/1111I I a. __ -II— ' ' U I III-1 FINISH I SLEEVE THRU STEMS ° SEE PLAN FOR--'°• a . • ; . *A FOUNDATION INFO ° a' STEM FOUNDATION GRADE i—REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. III �--- VR14 SEE FND. PLN. SIZE & REINF. Virtual Review Assist, Plans Review completed and 12" BELOW PIPE VERTICAL THRIJ°, ��fiance with the 2020 F GRADE � y Debra Anne Klahr P) TOP (2) #5's x 4'4" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION r PLUMBING LINE -- - - - - - - - - - - - r---------�- ----------------------- - �d •a. • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE --4 . Q —�.-- 4— aa. of ao G a ,a 11=1 11=1 I I; -I 11=1 11=1 a 1=1 I I —I I I- I I, I ------ / A. F SEE FND. PLN. op SIZE & REINF. CM N O N rn LID a 00 L1. ae 0 ) ZI t 'd 1z 4i IN t a� + c7 ,f ;LLI O LU 0 z C 0� 0 W L 10 �' CO ti NAM 5 4—} V) -0 -, A� 0 t o W o _ �.. o 0 TT •� 0 a� Q C U �t .N w Q� c N Lo EF0 n V 0 °. W W W LLJ (n w 0 f- _w_Of z�0 w2¢��z 20V0OLL E0Cn QQ U �Rm��90oo0z�¢ O 7,O LuLL>wOf0UJ a- �0J 0 Z 0 J<< Lu U5 � 2U 00[C oQZ�¢ U_ ¢ O ¢ LL F O O Z W 0� C12 :D ti (0 F.: Q co QWco U, ti Lf? I— itY ill M 00 Z V W UJ �o 2 1 202 0 0 0 n. ti 4 4 approved N C 7th Edition C:)0 0 300 O O 0 0o CA co (000 T— T— CD N CD N N r N N O N O N O N O CV O C%! O N O N C7) 00 00 M L O NO -4-O O O O r O f 0 6 0 Lo �1 , > O C) CV O M C) ' t O LO O C4 C)N f` 17 f Z Z O _ O� WUH-'- owv� W O V12Z>a OW n ^I-0 LO i1 Vl HQ F—co0Z I— = Z cV �= _V O 3:tz J Z 00 >- Z °0 M aZZLL (� UJ N OJ�z CV a U�zz z �Q0 0� Z U U 0 _o co Z SN1J Z z WIN T— LAST PLOT DATE > May. 9, 23 Z O STRUCTURAL — J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 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 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" M =III=T=I II 1 I r ° 6 MIL VAPOR I I II I' D I BARRIER III r 4 COMP. SOIL. 11M. 'COMPACTED TO 95% -I I I I =III=III MODIFIED PROCTOR III 11 111—III-11 ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) U.N.O. 4" 1'-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) co U- IY w IL CD 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 =1 =III= = z III � CV I1 11 NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) rA S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS -1//-O.H.D. RECESS Z_ �M g 00 SEE A/S3 OR J/S6-`-Illl 1 I 1 IIII 111 „III I I I I P 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.) ° J11=III- 1=1 m -III II III I I'IIIIIIIIIIIIIIIIIIIII I l ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) .1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d .1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 r WWF OR FIBERMESH 1=III=1J1 III II III —III —III—' r TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— , FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV E LEV. 0'-0" IFA.F.F. OIL d. V Q. n' , a' a. n' ° a n• .. ° q' d ELEV. -0'-3 1/2" n A.F.F. o o ° . n .' ° ' ' . 2x4 CONT. ° • ° LL e° d - n g° O ° n d n ° ° GARAGE DEPTH VARIES a n e °'. I I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4"--,\ z °' ° v GRADE °°-_- 1 2 REBAR w/ OPT. -111= I ;1=1 I I II I II II I IIII III III I I II I 111=SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' r M a: : o0 -III-II 4' I _ i mI.11 1-111- Ti 11=I I _-1 I II111 I n'� IIII111' SEEA/S30RJ/S6---- -Illll Illl ,lil,,, IIIII. 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"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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" 0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �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=I I I=I 11= 1'31/2"(min.)- 4" 00 ( D.-I -III-III= �`31/2"(min. -4" III,IIII I_ a -III III -III- - I I EI I I 11=III-III=III L=III I I' (2) #5 CONT. -11, ,IIII (IIII IIII1 111 ,III- I' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a) STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" /8"OR 1/2" HIGH STRENGTH — J.N.O.) (OR %" GYP. TYPE "X" @ IARAGE 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/ !_x3/16" PLATE WASHER (TYP.) - ALT: 1/2"x12" TITEN HD @ 24" ).C. OR 5/8"x10' WEDGE ANCHOR D 24" O.C.) SIMILAR AT FOUNDATION ONLY" = NOTED, THIS REFERS TO THE 'TEP, SIZE OF FOUNDATION AND 0NFORCEMENT AND WILL NOT VCLUDE THE WALL kTTACHMENTS 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 f6x6W1.4xW1.4 WWF OR FIBERMESH r( D °P. = I=1 11= 3 1/2"(min.) - 4" =III=III =III III=� =III IIII I III=1I1=1I1=III III - III (2) #5 coNT. I 14,;I II � IIIII �JIII,,� IIIII � lI I,,,I8,1- U.N.O. I Y MIN. TYPICAL BEARING WALL STEP 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �GoNUo S FORM SUBMITTED WITH PERMIT APPLICATION NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER nnGTA1 I ATu MDQT) I AVGac 1/4" TWIr V GAru SIMPSON SP1 w/ (10) SCALE: 3/4"=1'-0" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" """ " "" "' ' "" `"""" -1- .... ""' ... CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR o ENOLTS 6" D OF 2 MAX PLATE FR FROM WEEP SCREED INSTALLED „ EPER MFR INSTRUCTIONS -#3 OR #4 REINFORCING BAR U u v . . u GRADE 40 MIN. Fy= 40ksi G ° N - z_ #3 & #4 LAP SPLICE r ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a —III—i11—III m M — — — .p u 25" MIN. LAP [30" MIN. LAP] III I I I D - w i=111=III I I-� 6 MIL VAPOR BARRIER -1 I I III uj o ° I I=1 11=11 I=111=_ °O —III-11 I III —I ° 1=1 I I I I l i=T� III=�=, T #5 REINFORCING BAR R 1 7/8" 11=1I1=1I I -I I I -I I1- r #5 LAP SPLICE 1 I I I 1 I 1=1 11=1 11=1 11=1 COMP. SOIL. (COMPACTED TO I I II ° a . — 11=III-111-111-11 I 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM 111 I=�1111�=j�j111=I11,,,I ���I=ljjj111=1 I 1=111-1 I I 10" D1557) '� Ii�I�L..I�11111�I�II11111�IIII- I� 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING KE REBAR DETAILS F SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol ,- " a J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. aa. GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/DRYWALL SCREWS @ 8"O.C. �TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 r ' `WWF OR FIBERMESH M 6 MIL VAPOR !'rl I=1 I=1 Z BARRIER — ' J L �! - -III' I r 1 =IIII 111111111111 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM 'QP/ (2) HTS20 d 2x4 P.T. PLATE 7/16' O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FL SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 111INETA N4.11aw_\a SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. =1 I I=1 ON 3" CHAIRS 8" V-4" (TYP.) 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 I WWF OR FIBERMESH ;, . II -III -III -III o I—T r TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" 13 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH n �cj'l — .. 11111,;,111 _ n r -� �. � I III -III III„IIIIII 4 co•� N, '1 IIII' M I I • . d. - _ SEE ws3/J/s6 =III , ,III III=1 I 1=III , ,11' 4" 1'-41i Virtual Revi FOR REINF. INFO. Mans Re 8" view Com OPTION #1nr Compliance with SEE TYP. WALL SECTION FOR ADDITIONAL by Debra An SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. r ' d, GRADE a ° M ° _ III=III ' `' °• �_� =III=III i� I w 1-II-I III -III -III -I in o I I III I II I I1 a� . l 11=III=III-, z a a = __ MNcr I=1 =III=III=III=III I I I I =III FOOTING -III III=III-III-III-III III=III-III- I I-1 I -I 1-1 I -III I I-1 I I-1 I I-' BEYOND PAD REINFORCEMENT -III—III—I I—"'- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i cM N O N �i. .�'g e 00Io 4YA Q LB.. , 0" 0 .p A✓ice , _ w 0 z Q L10 4) (D LO - o W 16.0 1 q U C)M� v M 4__ �� N c, V ��" co c: E L C 0 2 a _0 0 • (/I t�C3_: V w Q N 0 70 L o E� 0 �I1a w o�WO~w zY JxQE W �w wZ pp2O _1= Z) <ZLU_QIQ QX-<�0 Z �cpxp�o ZzQ�OLlYp> i-aZ2vO ~� U<; J2� 001Y o o¢zg< LLQ o �QLL O O Z N Ow > VJ p ❑ en cM O aJLO (%) I P z I-rY<LO 00 < Z V WZ� W o J O O N N N L 21 2023 ti 0 N 0 N 0 O o 0 Assist. 00 O le approv cm CO 0 0 0 e 20 C %th E itio 0 0 N 0 N 0 N 0 N 0 N 0 I(�14'PX23Q1] N N N N N N C\1 N O O N (� N 4 0 � 0 0 0 0 � 0 r 0 CO 0 Ln 'L W o 0 0 0 0 0 0 � M W V) Z z O w O �o�Q O c) w o O W W 2 LO —0Q Lu ❑ ~ Lu 0 Z = m F— Z N Oz�-1 00 Lu M �Zzw 2z� Cfl w N Og2z >—N a CO � z �Qo LL z U 0U 0 Q Z Z z J LLI M N -- LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 \(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD +++ +_ttr CRICKET AS REQUIRED 11 SINGLE 2x CONT. BASE II 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 5 EDGES & 8" 0/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM 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 rT� SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KB S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d ,. 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J r > MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BE BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP 3 9ARAGE OOR vvvn i nn�� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 T - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SIMPSON SP4 wl (6)— (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 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. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER-- SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =_ _ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ _ __ K SIMPSON SIMPSON —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS a d. LINTEL SCALE. N.T.S. PIPE OR DUCT w/ PENETRATION! THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 y SPLICE NAILS TOTAL) EA. SIDE OF . ' <&, SPLICE STAGGERED \• N �10d @ 8" 0/C ATTACH ALL J J EXTERIOR STUDS W/ 4 16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST T-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C C P.T. ATE SIMPSON SP4 SP2 SIMPSON 10( ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON / SP4 SIMPSON SP1 SIMPSON SP4 Q0 J M d• d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS r(BLOCKING EACH END w 2x TOP PLATE r 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 S P4 2X TOP PLATE OVERLAPPING NAILS @ 6" aGGERED 3OLTS @ 24" O.C. 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " a 2X8 P.T. BOTTOM PLATE D 5/811x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970#SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING Virtual Review I H Mans Review comple' for compliance with the by Debra Anne N 1 TOE NAILS E EA. BLOCKING OCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCKW/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 B • 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY (R SCALE: N.T.S. C10 N O N LC) 1 ® $ O 00 LO Y LO 8 y uj 1'1' s R sa�L✓�.p%i w 0 z Q 0 R 0 W L M N d M _ } "' � a N V 70f 2 m } � 9 2 g u. o 9 ¢ RC^N` U w QN c 7W L p 0 a _0 �y W LLI ❑L vi wpr LL Fes-¢ cC �g C z W:032 00 0S , C)0, �y. Q V I- 1= JO Z) ¢zLL� °z�° ►-¢Q acnxwozOwoOmZ=�0 Lu (10 O Cn z FT JU' CL>zWin zLL0<0 a ¢�WOg��-�wp'5U❑¢ LL OO Q ❑ 7) ❑ M ¢ LL O O Z CN 0I­__ 4 Z) P­ M 0 O M z 0- W LL Q � � C/) ti Ln I- 0� a M ry 0- 2 � Z0 W W J O � 2023 r mj N co N O O O sist, In ti r 4 N 4 N . d an approved O O O 020 FBC 7th Editi hrPX2300 O o 0 o 00 M O CO N O C) 0 r 0 r 0 N CD CV 0 N 0 CN 0 N N N O N O O 00 6 M r 04 O CO NO � r O O) O O O r r 0 Cfl 0 W N^ , a) > C)L C)0 N M 0 "t 0 0 Cfl 0 Iu') I II` Z Z -z0 _ O uj 0wU) F- 0 O�d O LO -0V J zO� W H Q 0 �000z H W =F- =z N Z j J 00 W>-jj�2 i'<Z� M �zZu- (� LJ N Og2z }' CV a UCOZU) . z ?Qo z U U ®o n Z z Lu J W co o LAST PLOT DATE May. 9, 23 Za--+ O STRUCTURAL — _I DETAILS SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) -MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL—� (2) 16d NAILS IF >9" SEE 10/S6 45' ± 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 2x8 P.T. SILL 20 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACE-D @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER NOTE: IF EMBEDDED L STRAP MISSED VERTICAL SECTION WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/ (2)16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION rD SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER L— SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK 2x4 #2 SYP BLK'G @ 16" D.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL Z SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2x8 SYP#2 "L" BRACE TO A4KI EXTEND AT LEAST 90% OF 2x4 CROSS BRACEWEB LENGTH & NOTCH AT APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) RIDGE FASTENED ATSIMPSON EACH JOINT w/ (3) 10d & H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) 7 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED . W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2"x6" P.T. SILL \\ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 1Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Sr5 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) N N CV M M x SEE STRUCTURAL N NOTES AND NAILING co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS 00 00 2"x4" CROSS BRACE APPROX. 8" FROM zz RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48" FOR THE (2)16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF • E TRUSSES FROM EA. NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT a- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIF!CATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED wl 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO --- TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTAw/(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 a. `BRACING w/ (3) 10d x 3" AT _ EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.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) 2aax8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d W d W 0 o iz o m o 0 o ' d- 0 d W a Q w a CD Q ----0 --__W o o r � e s d W NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF 1111 THE BOTTOM CORD) N Virtual Review Assist. I Plans Review completed and COSMETIC DROP CEILINg aFPAMVrgnce with the 2020 FB by Debra Anne Klahr PX W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 N M J,, - r U, r 00 LO , ° 0 Stl e 7zdn •Q �N.s K % a 6 l I .,ri ',� 0ui 0 z Q W L 'C '0 C? U j2 M 6 N �� ,L 00 O B 0 00 0 U- .0oo m Q t (j • Z7i W Q. N W L � w a aCn W0~wW_jQgzW � zLLJOY(D 0000==.0002�0 Q �� QxJ�Q ZzU�z¢UO�C00,90 000m0� (J o O fn Z a. LL -��0->ZY0zZ 0 W L) 0- ¢~WO��cn_gwp�U�¢ 0= o D 0 < U-¢ O �¢u O O Z CV O� U ti i O ❑ F- M Q M u') 2 LL U) F— CM 00 Z U Luz� O O 2023 N co co N N N PL N 4 4 o N O N O pproved 7th Edition 300 O CD 00 M CO V- CO — O N CDCD N N N r N 0 N 0 N 0 N 0 CV 0 N 0 N 0 N 0') O LO 00 O C'7 T- N CD Cn NO 4 r- CDCD CA O r O r r 0 Cb 0 o N0 '^ L , > 0 N 0 00 0 1- 0 Cn 0 (0 0 r- L r 1 0- CO V) Z z —ZO V_o 0W�n W f- — Q oO�LU LO Z�~� �moz I.-� F- Z N '2 v Z j J > 00 <z0 (� W N O_jgz Qa� N < ULZz . z � Q 0 Z U U J 0 _o co Q Z S5 z z J W cy, T— LAST PLOT DATE o0 May. 9, 23 Z O STRUCTURAL — J DETAILS T 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 112" GYP WB DOUBLE 2x S.P.F. TOP PLATE (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" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING J 2X BLOCKING @ EA, WALL 7 1 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT `n FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O `n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT 5 PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 112" 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 1x WD FURRING @ 24" O. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c r l—III =III —I � I —I I 6x6 w1 Axw1.4 WWF OR FIBERMESH-111-11 1—[ 111 11 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION FLAN & NOTES) CLU Cl) A"x4" INSPECTION PORT AT w LL EACH FILL CELL TYPICAL C. a AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE Q a FINISH GRADE 00 - a °a — — = - 0? d III=III-J1=1I1= . ° IIIIIII��I�IH r a. -—LT (3) # 5 REBAR ON 3" CHAIR - I I „I I I I I I fI 11- STD. 90 *HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION SCALE: 3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST— n I- *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 FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=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 TRUSS 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. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 SEE SHEATHING NOTE: SEE TYPICAL WALL 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. 5 T-611. (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) 1Od 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 r-6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a NFIr--. ° I=III 1II- -III, 1 111 111 11111111111,I I I (3) #5 CONT. ON 3" 8" 1'-8" 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. w W 2 0 0 Cn 15/32" OSB EXPOSUREI �� SHEATHING rk x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTtJN X-X IF NOT FULL F HEIGHT SHEET C z z G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSUREI F F SHEATHING w SOLID 2x O M BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X-X LU d U C x W 01 x E F 2x STUDS w BEYOND. T SEE PLAN 0 O W 1 '--2x4 PT. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING S 3/4" S 1/2" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO 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 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.) 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 THANYa". WZ ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL 2 C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC O ¢ C NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. W U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. O w/ 8d COMMON NAIL. O JWW W C) �1 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER a _ O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q 00 rn z w'0 LL OG (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL N W 0 O MEMBER IF GABLE END u U " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 �• INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 112" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE opXTFn,� FLOOR TRUSS / FNii3O R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR � FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 c WWF OR FIBERMESH d ° °' 4 CV.° ° ° a =11=1 I I=1 I I I4 4.II IIIIIIIIIIIIIIIII � a° 'Il,llll III=III' (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". JUL 21 M3 Virtual Review Assist, �n "d Flans Review completed and approve ,Ir complia�ebralAnne th ei(laho PX2300 FBC 7th Edition by HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE =1 = OP o z @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. co O CV a) LO y 00 0�oawp i .ter C '6 Va-i • j` I Q LU lieg•: 8� , � • A- O Q Uj Z Q W �O U 0 C'7 N d co to m V -0 -0 2 } A�E '= t co) ` O *� O O rn •� U_ o Q U (Da • CS .N � ■ LU QN V, W (D W LLI Uj LU Q W H Q =�J of< zz� Z U00 0 Q V QO�_j�n0���nLL ��x¢ ZOf 0Z200I_ ~ U)Lu�LU LULU - U) 0 Z 5�COZ= CL U)ww cn ¢~<0LLj<- LUZ❑ �oa. ILL UU oQ o 0 o¢Z Q �Q� O O Z N OW i (n O Q Cn LO (n ti W 0- CM a co Z V WZ� W o J O m (D N C-J N N N N O N O N o o O O o 10016 co(0 0000 CD C)O r O O CD N CD CV CDO N CN O N N N Ci) N a0 O 1 0C O M c� CV O 1 N C 't C' - 0 CA o C:)O r �-' C) Cfl 0 N Lo j C) 0 N 0 C_5 0 d' 0 L6 0 Cfl 0 ti L r Cr CO �^ VJ z z -Z O C)-�-' W LLJ U) O vo�Q I—C)�a OW U00)i1 VJ Z��� HQ Q m O Z = ~ r.4 _� LU z� 00 >-2Z& M �,ZU_ LU n1 O��z N a v�ZU) z �Qo ry.. Z U a OU O co Q Z Z z J LUco`- - LAST PLOT DATE May. 9, 23 Z O STRUCTURAL _I DETAILS -MONO 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T, TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 P.T. ix4 3-1/4" LONG X 3/16" Ql FURRING 3/16 ID X 3 LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. -� /2n DETAIL DOOR JAMB (REFER 1 x4 UZ UYR T VVHLL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2' FURRING TAPCON @ 16" O.C. & 4" 1 L,2X8 FROM EACH END W/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -112" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1!2" DRYWALL EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN, x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN, 2" EDGE DIST. FURRII 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHORjrj'� 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) B1 WN. 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 rT'�_ SCALE: N.T.S. SS 06 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. RAID, 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1t 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B "1/4" MAX EMBEDMENT INTO K.) Z-On Opu 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 PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT 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. RAID. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 a +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS Lj i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 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 T HE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD SCREWS @ 16" Q.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6-0" F. F. D 11=I I I=I I I=I I I=I I I=I I I gD. ° 1=1 11=1 11=1 11, ; ,111-111- 1=111=111=_� I I D D III=1I1=III :1111111 111111 I-1 I I -I 117 GRADE D. .. D . DiI1IiIII1- °. ° M D z (2) 95 REBAR. MIN. 3" 16" MIN. 11 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R YP.) fHE S I IAIAnf`=TAQI C IAICTAI I TInN1 FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELO'.N -. -UL ERG WALL T'm"PIE �*- j ALUM PER F'"LAN I1-1,4 T ,6MP`I TED F CHANNEL, —F _ /' ` SS NAI . �' � 5, 1 a :ICAI_) I ) ILIA @1 FASTENED PEP; NCOTE2 BELOW 1 CONT VENTED OR ` 'DLi'L FF`- 7 CONT 2x4 NAILED TO T2x BLOCKING NAILED TO TOP OCKINC9 wl 2-12d FAILS €R*? CHORD EVERY OTHER TRt_1S w! 3-12d NAILS, TYP_ t*}= G.CJ BUILDER TO VERJFYIPROVIDE SOFFIT MATERIAL SPAN CAPACIT r �_ ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND Q LESTED IN THE DESIGN CFUTERIA ON SHEET SN. FOR SOFFIT ATTACHNIF-%J I` ATV�AI_L ('PER Al PHA A.LUNt INC. FU 165441 R'„L F';__ PIRODUC.T APPROVAL) F CHANNEL FASTENED TiD. _ CI° l U1 W'id T NAIL :097"' DIA ' 124" 0,C" w'/ Sdplll IPNIIN EMBEDhilEN'T _WC���LI ���� (3p I6 GA. 3/4,x Ia`4"' Cf�u-"ul",„�/N STAFL.E+~wa s» 24"' 1IAs�". O.O. IFI ���I�� P ir_s•IC'.' PATTERN SUES FASCIA kv.` 16 GA- LV4"°xU4" CRCWN STAPLES EACH GIRDOV STRUCTURAL SOFFIT S FO 1 SCALE- "A" =1`-0" (;*) FOR A.LUMIN LIM SOFFITS WIT " REV021 V-4", INSTALL MID SPAN BLOL� THE SOFFIT FL PA INSTAL L ATJOI'. REFER TO THE PRODUCT APPROVAL FOR INSTALLATION LATIOI DETAILS,,' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. Q�FR/ yA TO TRUSS TOP CHORD �F + + NOrN PLYWOOD SHEATHING + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS +SOFFIT 2X4 SYP m , A + EACH TRUSS CONNECTOR SEE LINTEL SCHED, AIM CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG WiJ-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 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALF- 314 CCc CUCCT f17 AAIr) z 0 U- 0 w 0 U- U U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS 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 FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN jUL 2 12023 a. RETROFIT WALL OVERHANG DETAIL NT FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. LReviewt, Inc. Plans Review eempleted and 1'-0" 5'-0" too compliance with the 2020 EBC 7th Edition by Debra Anne Klahr PX2300 FINISH FLOQ,R ° ° D .. #5 BAR :D D ° D I? ° p. 1'0" ° ° CENTERED W/ 2 90` H D .D.° .. .°D �� IN TOP o D I3 KNOCKOUT/ N ; ° CHAIR BLOCK MONO FOOTING D D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I CLEAN FILL Jj 5z1z D ° D DIRT z STANDARD o 0 90` HOOK N #5 BAR IN FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC• ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL irn u=.,r_1 ini r+n"in SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. co rn - /'e'�, r� 0 V.� �PPn" ` F4r ;. csab O w ❑ z Q L^ 1I A' W L0 N 0 w W L 0 q ❑N co/`�Vv-0-0 -V 2}d 4)E 2 o 9 o o o a Q i �N w O� N. n1 W 7C) C❑C,N L Q C W 0 �0a� W LJ (n Lu 0 WLLI Q�OzLLI F- cg _j f O 0Z =Z)(,)0�I= LLV0,-J0 U Z) Zozio°F-Q~ 0cW9O�ZoR00C)�0�>YzWOCYj0ZOZ0a Z-0 LL WU) w�n 2620Q o o¢aa�LLa C)X 0 O Z L11 OF_ � (n O ❑ U)`M O Lq �LL ti F- 0- M z> OTO Z V LuZ� J 0O mi d' N N N ti (V 4 � 4 r .1. o N O N O O O O co rn M / (.O ,r--— CO O N O N O N r N N 0 0 0 0 0 0 0 O 6 00 O A O N c � 4 0 r- 0 o 0 0 0 0 0 o ' N Lo U, 0 > 0 0 N 0 M 0 4 0 L6 0 (O 0 I`_� LO Cr 00 U) z z z LD O4-' �' WU�>- w to LLI O 0 e O L_j ?> Q —0 M LU LO � cis z w E_- Q AIM r� Q =co0z O C7 z � W /N/� 00 w 0 M �zzLL < (.0 Lu N O_j2z �N a ULZZ Z QO 32 U z OV O a W 4 Z Z LLI W M M LAST PLOT DATE May. 9, 23 Z O STRUCTURAL — J DETAILS—RETRO FIT SCALE: = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6°0 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER /. 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: z' = 1'-0" MALL WAR 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A"" SCALE: 1" = T-0" is I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D -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 -AT STRINGER CONTACT POINTS i SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER �. OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-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" = 1'-0" E SECTION VIEW SCALE: 2' = 1'-0" -3/4 PLY" ON DECk --2x8 SYF AND W FRAMI IN 2x4 DRAF' STOP 2x4 BLOCK C 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND Z' 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/ 4" X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD--- 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ITN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x.4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CLT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER � SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / _--L�-PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/4X 2 4" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW ""C"" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /AI M I.#U I V J 1 MUk.ar I I U 1A LJC I /`XI L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" L POST LET INTO LOCK IDE SING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES fall Virtual Review Assist, Inc. JOINT Plans Review completed and approved -TO )ISTS) for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT TO )ISTS) 2X PSON MI 10dx11 L-1 a ECTION VIEW '"H"" SCALE: 1" = T-0" CM N N LO pto�� " o 00 LO a CIO W ary p � C _ e 3" w W 0 z Q C _W L `O U mr cM . m N I. M t/! V 2 M A� t o Y/ 2 O NINE 0 O o a Q s U6° }4t LU 7U W L cO E� V CL V) W W Uj LU LU LU LU �gJ �2Yz0r z Q 3 X J 0 Z� O W O Op U_ J 0 Q U Q �. 0OO O QZwLL-Z20 F-QQ atnZCCOz0�00EdZz U �� Z cnUjIWV5 WU,U5O � 0 � ¢�_ V5ZgWp�UO¢ a S o¢zg Q O= LL ¢ 0 LL 0! O O Z W o� C]�MO Q U) CM LO �L 2 z 0— C'7 �M2-r- >- < Z U zC) W LU, 00 d' N N co N N N ti N 4 4 r i I O N O N O 00 O 00' 0') c / / CD - CO T- O N O N O N � N � N O N O N O N O N O N O N O N N O L6 C6 O Ch T- r N 0 M CVO O O O O O r- 0 CO 0 N N� ; o O N o Ch o q- O(0 LO (fl CD 1-- I I I 1 Cr CO Z Z -ZO O-1--+ W 0WU) U I~- O V��a �O�d zwFQ QIYI.-- O� Q =co0-2 !n V z O � J MN 00 < Z s, ' J _ Z Z 0 ` I.. O_j2 z N Q Uzz z EEQo U U J 00 W Q Z Z Z W J WST M MN0 04 � LAST PLOT DATE May. 9, 23 z O — aaJ STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY, 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 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" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + 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 14~r-44%4" SAFE LOAD - POUNDS PER LINEAR FOOT T-YpE LENGTH 8U8 8F8-OB 8F12-0B 8F16.0B 8F20-OB 8F24-OB 8F28.OB 8F32.OB 8F8-1B 8F12.1B 8F16-1B 8F20-1B 8F24-1B 8F28.1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 14605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 1 2751 3820 4890 5961 7034 8107 2693 14605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 '101, 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 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 1 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4CAST-4494IT41 SAFE LOAD - POUNDS PER LINEAR FOOT _TYPE GT LENH8RU6 8RF6.OB 8RF10-0B 8RF14.OB SRF18-OB RF22.OB RF26-OB RF30.OB 8RF6-1B 8RF10-1B 8RF141B 8RF18-1B BRF22-1B 8RF26-IB 8RF30-IB 4'-4" (5Z") 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 1 3699 5206 16639 8060 1 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6 -8 (80) PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 15048 7915 1 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,M.CR. M ''"� ■ � 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 T-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 IT-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 1 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRECAST w/ 2' RECESS DOOR U-LINTELS C,2T-CRC SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU 4'4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-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'-W (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4CAST'-*94" SAFE LOAD - POUNDS PER LINEAR FOOT T YpE LENGTH 8F8-1T 8F12.1T 8F16.1T 8F20.1T 8F24-IT 8F28.1T 8F32.1T 8F8-2T 8F12.2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 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 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 14038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1639 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 1 686 1183 1 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 712 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 1 455 770 1 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 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 1 364 609 1 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 1 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 F24'-O" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 1 600 7 756 (121 875 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 C,/494 "i SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T BRF14-IT 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-IT 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 1 1675 2525 13374 4224 1 5074 5924 T-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1 1651 2204 1 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 395 491 931 12 1301 15 1640 15 1980 (151 2322 16 395 589 1135 1514 1893 2272 12652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F> 8RF14-1B/0T IV °'a a° e a >- o � a p o 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" C K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED I JUL 2 1 2023 Virtual Review Assist, Inc. Plans e ALTERNATE POWERS STEEL LINTELtor comp an D #5 REBAR AT TOP MIN. (1) REQ'D f141-1/2 " CLEAR C.M.U. > 2 J wvzr-� a #SREBAR AT o ce cn - a ° BOTTOM MIN. (1) a LL m REQ D z � o `�° LL-4� 16 GAUGE POWERS N ^STEEL BOXED a- LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. Rev #5 REBAR AT TOP W-GROUT N. (1) REQ'D " CLEAR z =C.M.U. 00 o = `-°BAR AT BOTTOM TEL CAVITY c c BOTTOM REINFORCING 7 5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH-� NOMINAL HEIGHT QUANTITY OF #5 REBAR AT TOP completed and approved ce with the 2020 FBC 7th Edit ebra Anne Klahr PX2300 M N da LO Q d 00 LO O W Z a W \ L Q 0o 7 N N M M N t� V -0 -0 f 2 M 0 A� s 2 00 o w QN �o Eco W Q W L Uj W p H WH~ x�� W�YZW Z JW O �0U-VOU- JO Q Q V ¢a = OWD,90LLJZowoomZ� o x Z W LL 0 Z 2 0 O F-Q~ Uj 0 0 fA0Z CL JOa�ZYUJQZz�0LUQ CL ¢H< LUF<-WWo2�O¢ 0W 0 �QZ¢ O Z N OW o��o Q U) M � J 1-�0-Lq M �0-2T- U z z 3: W W J O O in N N CV N N N ti It � 1 O 1 O � O O O O O 00 0) �- �- N N N N N O N O N O N O N O N O N O N O N 00 O L6 00 M H N O M N 0 0 0 CD 0 NLO >0000000 L0 N M d' L6 C4 ti Cr 00 Z Z Z O 0 }, LL! W (n � U �--+ 0 v_o�o ^ ~ Q -S � 3. L W ZW~Fa- H � =m0Z = h Z Z J N i'2z0� M �ZZLL N 0C�W N a �ZZ Z iQO z U U � 0 0 F-Cn z Sil Q W M N W r LAST PLOT DATE May. 9, 23 Z♦J 0 STRUCTURAL _I DETAILS B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)05U (0)#5L(1)#51LJ (1)#5L(2)05U DETAIL'A' DETAIL'B' DETAIL'C' (I)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-l0" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (21 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 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 74" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 814" 7-0" PRECAST (2) D4.5 WIRE (21 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'4' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2 No. 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No. 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. S 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 DETAIL"A" DETAIL"B" DETAIL"C" DETAIL"D" TYPE DESIGNATION P - PLAIN LIMED QUANTIFY OF #5 BARAT S - SOLID LINTEL r LOWER LINTELCAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH I LQUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5U DETAIL'H'&'J' DETAILW 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4" 2'4" 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" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 414" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'4" PRECAST 12) D4.5 WIRE 2 No.4 3206 3206 3063 3183 T-8" 6'-4" 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 2651 2811 8'-4" 7'-0" PRECAST 12) D4.5 WIRE 2 No.4 2625 2625 2421 2607 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 1 2139 10'4' 9'-2" PRECAST 12) D4.5 WIRE 2 No.4 1777 1777 1448 1 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-S" PRECAST (2) No.3 2 No.5 1149 1149 760 1 149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand HE 1419 1419 850 1347 2 No. 164" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand r 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 12) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 720 720 366 716 2 No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "Y DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 FLOW ER LINTEL CAVITY [8x1 I6- 1IIIP-1 L/1 U] NOMINAL WIDTH) J `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"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 #5 D) L SOLID #5) U ) L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'Z' 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" 3'4" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'1" 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'-C 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 T-8" 64' 6.4. PRECAST (2) D4.5 WIRE (2) No.4 1409 1 1409 1188 1 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 �+ �M f DETAIL "DE" DETAIL "DF" DETAIL "DIG" TYPE DESIGNATION P: PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 r LOWER LINTEL CAV_ [8x1 6-P-1 L/ 1IU] NOMINAL WIDTH j `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 1 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 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 1 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1l'-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED 2 N3 () o. (2) 7/16 strand + 1207 12D7 605 938 2 No, 4 754" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 174' 16-0" PRESTRESSED (2) No. 3 12) 7116 strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 655 655 340 645 No 5 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 607 607 317 601 No 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.S 22'-0" 20'8" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24'-0" 22' 8" PRESTRESSED (2) No. 3 (2) No.S 399 399 217 412 ;4; •: DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITYOF#S BARAT S-SOUDLINTEL F LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH �••^ QUANTITY OF #5 BAR AT N NOMAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAILV DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 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 64' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6' 9'4" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 101-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" l l'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13' 4" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1948 1948 1093 1591 No. 4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1368 1368 771 1264 No 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand HE 1084 1084 615 1095 No. 20'-0" 18' 8" PRESTRESSED 2 () No.3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 877 877 507 966 2 No. 22-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 850 850 471 923 2 No.5 (2) 7/16 strand +(2) 22' 8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 :wr .:fir :wr •;'4�:• ';•�R. •;'fit:• DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL -1 FLOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJ ` QUANTITY OF 115 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(D)L SOLID #5(1)U(I)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DS DETAIL'DH' &'DJ' DETAIL'DK' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No, 3 5713 10000 10000 10000 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2` No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No, 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 :aka •.,..�a •.��. r•4k. ;'�•. r�•. DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P: PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 FLOWER LINTELCAVITY [8x16-P-1 L/1 U] NOMINALWIDTHJ j `QUANTITYOF#SBAR NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS 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 LL 11 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN m 7/32" STIRRUPS AT 4'-0" cc m (TIED OR WELDED) `T Ln BOTTOM BARS ti SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN, BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD7 (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 00 M 7/32" STIRRUPS AT 4'-0" cc Co M (TIED OR WELDED) N BOTTOM BARS SEE 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 42 LOAD TABLES YCALCULATING MAXIMUM RESSTINGMO ENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(I)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-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'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V-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 12'-6" 1 V-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 1 12'-B" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 2413 2413 1338 1974 No. 15'-4" 14'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 1T-4" 16'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand +2 1698 1698 944 1546 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-B" PRESTRESSED (2) No.3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1092 1092 614 1167 No 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1023 1023 576 1121 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 898 898 481 947 Ci r,`..' TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF #5 BAR AT - i,� ;_i,� S-SOLIDLINTEL -1 rLOWERLIMELCAVITY ;.. [8xl6-P-1 L/1 U] .r,4 .... r••' [•,��•' NOMINAL W IDTHJ `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "0" DETAIL "I DETAIL "Q" 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 #5 111 U (1) L SOLID #5 5 (1)1U 1 U (0) L L # SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 � 2j UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L #5 (SOLID (0) L 4) U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE 12) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE 121 No.3 1473 1668 1668 1376 1376 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL"DA" DETAIL"DB" DETAIL"DC" DETAIL"DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8''x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR. GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 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" 24" 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 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2)•D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 61-8" 5'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 64" 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 1183 2844 TYPE DESIGNATION •�"' "' [8x16-P-I1­/IU]%v=Jj L L®Lr .. .•.. •.... DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION $- � r*W W �[8x16-P-IL/li ] NddiW �J; J Ll Wft TYPE DESIGNATION P- PLAIN LINTEUANTITY OF #5 BAR AT S-SOLD LIU QUANTITY r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH j LQUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY lilt 7 1 907 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edi by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0.1 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-T Prestressed N.R. 417 15-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M N O LO 600 kn Q a Fs Z �8:ire 6-aa kBE w d gp3pp3yyyy fY Lu Z Q L > _W 0 q V M N 01 Q U 00 *W O T11•� p Li.o 0 Q � •NZ a0 w Q c MOLM OD 70 ° W (D 0 LLI N w I- Lu O ¢2¢(0 Z of OW'Z0O ~1fnlLww<n�LYzLLWX F- O�w1w- ?XZ LLf O20 I-Q�VOQ zwOZOw00mznU� U)0 z QW ¢LL OwpWIYQ- ozLuWOQ�QoEL O W CI M 0 ye ¢ O ¢ LL I- LL i O 0 ZW O F- T Ifl�cMO Q W CM � G vJ Z U Z� Wo J O mi N N co N N N r;44 N � � F O F O F O O O O O o6 6 / O r- W - 0 N 0 N 0- N N N on CD L O N O r O N F CDO N F N O N O N 00 O'- � 00 O M N O M NCD o O 0 O O r' 0 Cfl CD o N L0 > 00 CO 0 0 0 0 L N CO d• to O ti MI u) Z Z =Z2 W o -a Wu 0WU) O Uo2o ~Wwg Q -0 r^ V J z W I- mOZ LLJ = F- Z NZ r n v Z J �2ZQ� M �ZZLL (� Lu N Og2z N ¢ U�Zz z Qo Z g U c� Oo FIIIIIIIIIIIIII00 z Q Z J M 04 W M, `- O � LAST PLOT DATE � � May. 9, 23 STRUCTURAL ®J DETAILS B T7 0 a PI 9f9AW&W2 Mounting Brackets (I A Gauget +V2'X4A`2'X2.12' Sev Anir tit. Schw-hile 112" Ch., Washers / Sdt-tockln,il hum Back Cross support � r �May becto to W) F(IgItt Bracket (16 Gail — -- -- -�� --- A I tits SeWorg" screm kl .11 -- AIC Urnit BrAtuin Etip- & Hutrwane sim. . : Frotit Crossu S ,pport M 0&y b -e cot to W) Left BSI icket (%Wt�w) 4 145elf-Driling Scrtirsts-1hfu Dratktqs 6 Rack Cross Supoott ill Alc Unit emorri Sliolk: ?1`ypk4 I Each Side for hu"icalne user) %sessill, dm„l wtouea,saj edw,qi 12 ratL Karm;I BTU= =PAiMsd&=;4--"4e"-4- f. wig .wl Florida Depeftornt of Elusare,I & Frofmional Regulation RAI Elailding Codes and Standards 101CIZIN1 Product Approocul Applicalhon Detail f ,NI-7� "'Il,�,��'Ftl,-. -�:!:111�4 �'v�'W�-,-Y I �1, r�:,�"" '11` ii,�Wk : :: -T--�� 1, 1, � I �", 1:: I --, �V ,- i 1: Tiji ,�--- t A4WEM, �11::Hl� : :: L�, � ��.! �; --1 I I , I r - ::: : I � - I - � ., :r - , - -- , - : : : , � " I - 'r I ­ff- I � It �k : 1: ­r- I, � � - �I l�: : �1 �� C"40 rnft or 941R, Am poetudIng 14" Ra y1= YAde" lao, Viu=?A ollikilimidi Pacall Apor §L&n Afflornanka, 2M s.advosm products, 1. G.Mv "oh"A. H-sr - NPF 119wro : 12/1 9104 II P r 12,161020 l2a=20 Appoted CMIAI evooturad Ompoleellb (6771talA1436a PE-7377$ (7M)3lM0 "Metal Produce iftdo,solosa Rosaaaf Int,o4gmarlaawtom om*l 11"Amnalopy 0 0-lan- "ad EvvLeficre Repeat 1- . Florida ROPOtMti AAAI era U�Msl FlUidal ejamemsm prok"sepol linginew QUAI'ley p19wrl"t. AWAlotomadfor We Amontod Tor trade AM 06910I 111011- M.iM!od!!�1:1M.S-1&:? t3laej Dazedlindue P& IL= MWA WMZ Resisting EOMML I S=r. I've" 0"Tuacom Fkmd:,n6,.janNQmmv�.t "I=W023 Y- Y- WA 00I 2 lkrooevaoh Mode 111 540nS1 1 0"[FienetonFlood dv"AlationVed 1 23ino23 Y- Y- WJA -WILtIsr, 3 arfladvolilmoolbrV15,10157.0 howelaft-dFl"ol Inliew Yo- Yea NIA �Irrlhtlltlll 4 sn"Noolvelod,41000=01321 nstiahoedMoodVant ImIr.023 V. YesMA 110011100 5 smrN6m Media, 61 54"24 16&Wat; Goe'alld DeCt Flood Vonk lZqIQ023 Yesyals WA WA 6 &MnVW Model 91 540,670 V.00d WaglngAsted Flood V4W 12011=3 yes yes WA -100o 100 T SMAVW Model 41544674 14.5ldladt Garage DI Flood VAN -.=112023 Yes Yes 91A NIA Rondo Deparbrant ofBitumness & ProWslonal Regulation Peas I T9 I Wdinst0rades and StAndards InVID111 Presolluct Approval Application Dell � lililI!;;i;iii I :: . F: r ,r , "­- :::: n: i: l� If f�Xl! �l��l�::: r r : �:: I rl: rlll!WIffi , � III' I r � tt:: :I I 1pglt:� : 0� 1: I z ffi: . r­ I I �: r r ]=,rP7 �::4:N��Z il'�LZ �Z rlpl: L::� � mi : ii,�;! 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Edge Fw.*- Decals. 0-th or rh"art Eefts4l" (NI"'EYWOMMIC 7£V,30"90 onothmnablandl 13 M Tbaaaan'eru F4b.,Z-- ..d Sn-A-Mar Nontnal "Onrl) Sesall*Madispug; Gilaxel IZZ112on ". Yet, Yea WA M91do'd OR" c-"W GOP mwg-.-- slinille code IMMMofoummlo. X -IRIA, rIm.� 14 o. lue-T'. pllhr--%I and sm-ble-SW N WN near "On '11 Up Otnep.91 Woo; CI-9 12am2m ". -tee Nib Movies Op" compotEs EI lelbergrate Orght Dow wlih GlIumed Melded Opea Sidailvelli (Areaan+'hA-I.aI OY. - ORO een"-s-) ,Is ee. n&I Tre lelboo-Classle sad Smooth -Nor 14-ed GARM A &qoenA.qa%aI1Aq-1; Gassed 121,�1)20N Ne Yes Y" WA M.1dand Open Coep,-_,rar Edca Fil,ge,gloses 4: lea, DoI -Ra or wfl had 01l2" Motel ow oidellues testnIntlywaWhon YX or =0 easallsirmons) is P. 7h--,o-7. lalb-C&I ..d lartioah-%, Nortnal i4len A "EAl;ftW&Wot opsaart i2nif2028 flo, fes Yea WA coer"Ad(. edge Inbervares 0-0. Itle- -- M04I pew ,qoIllbrAl AlftanoI laaeI XG, OX or MXO Inolig. damns) 1:7 q. 1heI Tee Fl)or-(ZM,0C md SNOA-Eaar "exrOnat 84,430:6 AC"Itmtaawal OPMA, 12n1QD?16 !No Yes 'rest WA Cwtowe Edo Filborosea DoI Dow es1h or W11100 G=06 Melded Close SOdt. (hRaAnaA>ftWIa%I or OXXO wrifteirdons) I Ronda Daportiverel of Business A Professional Regulation PAO. I d I Building Gods and Standards W1.71 Product Appruesil Application Detail March 6. 2023 -,Irr-''IIIJI�it a, 11 ''I Iff-ENEW-.1-.11 - 11 -- 11 nws'wl � I 1W -�— W k I lill -7T � a � � I I' 1111 11� I I I Iff 1:2 0 1 id'imdi � k 111 I k, I LW- -1 a II As required by Florida Statute 553,842 and Florida Administratime Code 913-72, please proIII the information and approval numbers on the building components listed below 'Tf they will be utilized on the construction project for which you are applying1br a . j��PM1111:111 I rm; 1�Manvfacturer I I ----------- --------- i 1; -------------- ---------------------------,-----,----------- . P ro:d u; ct De scri pti on - �Approva;l Numbil ���� I I . 19M=1 all. EXTERIORDOORS ___I . I . = 1 I I . - ----- Fi ------ -7 ber-classic and Smooth -Star (NOMMPAC-n -- — ------ I j i � - I I I i +67.0,1-67�0 psf ----- , .1 l !!I ,M ----- IW[1104111 I .-- Fiber-Ciassic and Smooth -Star (IMPACT) - I ---- -- I +67.01-67.0 Dif . t I � I=-- I M aTrU ,I — ----�---- Fiber -Classic and Smooth -Star (IMPACT) = 3 , I I � --.---�= . .......... . -.- .----- i I In - 1 +80.01-8 --�' I 0, �sf III 1: ism - - - I-WEIPJI 11 - ---------------- ---- --- MI W-,ndows and Ooors ! . .--- ------ --- -=4- Series 420 - -JISMIMOSSOMIS. --- - ---- -- -- +40.01-40�( I I : -. — = — ---- IN I I Series 5570 � NOA 21-0205.03 : - - 1: . . I! I 1-1-- &= Pella Corporation -, ; -- - -- --- ---- ---- - ---------------- C. SECTIONAL — - I --tillne-Danon I A, ; 11 --] 611 1, % INEM 0 .::;; . 10 I ; ; I------ - -----1--.------- i +31.0/-35.0 L- I . M . --- Wayrea-Dalton 7 -.--..-.--.-.---...--, - I =W= WIAIMIM� . + 30. 0/-33. 5 I I , EMM --R�= --------.------- -.--.-----.--------- �Wayre-Daiton -------------- -----■ "I,----.,.--.------ -.--,---.-- I I � Series 8000/81 0018200 #1 124 116X7� I * I ; I------------- I +34�41-38,3 psf ,' SIMMM - - - - - ,� -0 � *I*]_ 99 0 -�- --- I Curries Division of AADG, 'Inc -- I 607,7F7,727.747,and 84-1 Single & Pairs of Doors - - ���� tmwilf ---- — = ------ , - - A. SINGLE HUNG - - - � -- - - ----- - --- W.�ndows and Doors I M � I - - I ku a=z --- - ------ [an : Ill -- - ---- I ; +6 I : 0.011-60.0 psf I I I I ME= M - -- lagm I * - - -.1 ---- 1 7/30/2025 1 I Pella Corporation :,Series 10/20 i I . ----.----------.-.------------- __: - -- ---- I I . "I I +3&0j(-35 II ----------- Pella Corporation - - � - 4w * ■11 E I ---,------" - -"------ - I I B. HOIRIZONTAi SLIOER ---- --I ----- -- ------------- ---- --,-.--, 1 Ml W%ndows and 0oors li ---I-- ------- ----. .. --- - -- � -- Series 188 --------- ----- RNM A: I - — - -- --.-------,I I Pella Corporation -- ----..-- I Series 10120 I - : FFF :summon . : +30I.0/-30.0 psf I ir Pella C.".'oorporation -- ---- I --- . --- ----,-I -- .-----I series 10 Sliding Window --- - --- - -- - I - I I! ... 111, ----..-.------.----. - �� [0111111111111lia I "I � VI—WIndows and Doors ...-.--.... ---------.-- - -- - --- - - RIMPKE, I I . +60.0/-60.0 psf --------- I I 11 I 1:14*9 I —11M 'i Series 5520 I I A - I I K11 , # i ---- - - ------- --------- I Pella Corporation �� I l - -- - ----- --- - -- --- Series 10120 I------- - - 1;3 - - III --- ---- ----------- 1 +50.01-50:,0 psf - llortA I - --- -- --- - --- - -- - --- � Pella Corporation i 10 Series I 11 I -- 11 iLTA I 411"W01 ; Ml mclows and Doors Series 5764 . 1101MI "I �� !: :1 I 11111111 'I ::: � = gLel 9 -- - Series, 5500 I -------------.--------,�----------- ---..-------- 41 0 I -- -- 111;�Ifswl -- - I M � ---- - - - - ----- ---- - - ----- - - - -- ---- - = - --- --- ----- ----- - - --- ; ------------.-.---7- 3I. PANE�L WALL --- - ---- 11111, 1111.1 4116, F James Hardie Building Prod. I -..-.... , q.jWRj&-r*jtaIqv,;jZ;gjMM:j W, I; I In &- I rf MN Ft 13192.1 3192.2 L I I ; . ; . [Sam - : -a— a k! i III 11 11 1!111111111 111 I .0 I 011 I - � -- ----.------- -------- I Solid and \tented 'Vinyl Soff[t I--- FL15272.1 - FL1527Z2 I . It +75,0/-75�0 psfIII ., �����IAIpha _------________________-.-. Aluminum, Inc. : --- Solid and Vented Aluminum Soffit ..-.----------.--.------. 11211111liNIZIEN I . I �-"�-------- I +54.21-54,2 p ill 1 30/2023 ' Ids --.---..----. ---.-- I !� - 1: ! I I M -- - -- - - -- I I --- ---------- - A. ASPHALTSHINGLES B. UNDERLAYMENTS I-Tamko (ftir Shingle Roof) ----� '13 Tab, Dimensional 151b Felt Undedayment - 41, ! � no Plyglass USA, Inc, (ibr Tile Roo�i-.--I, : -- I POLYSTICK TU MAX - U= = ---- 1,C. ROFING FASTENERS � I-O .. I I - I D,r ROOF VENTILATORS ! __�TIIIIiomoson -- --,------ — Arch Metal Comp. ...-.-- �---=== -- - i : iFlorida Metal Products, Inc - -------- ---- Off Ridge Vents -.--.--.'' -.----.-.. �--.-�'...---------..-----..-.-,--------..---.--. - ------------ If i% Ill Ma - — I . I FL6918,1 1- FL16918.4 I ---- --------..,--- --- 112*14 I 11 11 rrrr vll - - ---- - ---- ---- ------.-- 1 DA-4 Exahust Vent i I -- ----- I � I 1 +97.51-97:15 psf 'imip,IA!,�!!! I -11---.-------11--1----- I-, - -------- � ----, E. ROOFING 11LES I F-11#1f;1MIT-1 1.111, - FL784-9.28 1 JIL j A 1Z A 5. - I Ro= M- MR1,101 - i I Sax�ony 900 1 ----- - ------ ------�"�-7� 3 F L784 9.16 - F L784 9.; 20 -!:��12/31120iL5 "I'll -8 0-l! -------- --- � ----- - --- ---- ---------- IF., ram, I -- -- - ---- - --- - ----- I Drexil Metals, Inc. I � [ ---- �- ---- ---- ; . C-I Dill 100NS. DMC -150SS%, DMC 175S, DMC I � I 2100S, DMC 5V k i■I I FL17679.1 I # I - I -- � ���� ---- - --------- I A. STORM PANELS -------- -- --- - - --- - : 1,Global Protection Products i I I - - — Galvanized Steel Storm Panels ----....... -.---�-..-���--=M��:;N�;�;N;;;;:;N:;;:;I FL15076.1 - FL15076�2 i SMI �--.-----�-.--.�-�.�.—��----�-�.�...-- -- ---- -------�I All American Shutters & Glass I -------------- --- - ��.. =� - IlGalhilanized Steel Storrn Panels I. -------------------- - 12110 IIIYII e ---, :--.----- I I I r-IM117711 till- i COMPONENTS 11111 - I III iA. WOODCONNECTORSI I" I -- -- - - - ----- -- -:M , I USP ra Stmictul Conn. ----------i i I ANCHORS ;,Simpson - Strong -Tie I - ��M� --- - --- -- — &PUNRON-Al -.-..I.-.-- .. .. ..... ....--.-..-...........--...--.-..-.....�.-�...-.---� ... 1:JM;i1I111**2;1WTJT%1d11 �-- - �.----- --- -- 11 I ITW Building Components I ---I - .1 - - ---- - -- - 1-1-1.1 i 'Alpine Truss Plates I �.--A- - - -- - - -- ' F9 L199.1 - F•94 L1 99.I . A I..---- iM!TeJ(, i Industries, Inc. ��� --- - ---- - 1 FL2197,L2197 � 5II' ,a E�;gL'Ecilt'kil:l:4;4:3elltgllifjl-.]=[Ml� �-..-------.-.-.. ---� I Weyerhaeuser .---- --- --.-.—...----- �---� Rim Board, LVL, PSL, LSL 1 --- ,----...--..-----, I i FL6527I, 1 - F I-6527.5 __I . ID. MATERIAL. , -- ast-Crete Corp-----.--] Hgh StrengthGoncrete Lintels -- — -------- ----... ----.-..----.-- ----- �NOA 20-0630,15 I ----- 11111110JAI - - - - --- ------ Commercial Concrete Products, Inc. --- ------ I Hgh Strength Concrete Lintels -11 - - 'IT 0, P.311111111111111 1111111111 - - " M - . The products listed below did not demonstrate product approval at plan re\Aew. I understand that at the T-ime of inspection of these products, the follovilling information must o--. available to the inspector on the jobsite; 1) copy of the product approval., 2) - APPLICANT SIGNATURE DATE -41--a � . � --l_---------r-------,---------_-____,____-._______, (D I a) i � = I — � ; Fktrld,vs Ieppcilnent .f Mis"Irtest., a PI IslemonM R:�,ciblioo ialejol CA 3 U) 0 i Ruevr�, C',�I,dert wid ,Sltlnds!rd,,4 ­ 11259M CU (D 0 -0 > r- I iProduct A4jproval Appiicabm Detail L_ L- -0 1 - -, - --- —.- --- --.---- I a) 0- - r � --" a) = 2 1 Eqqwjk-m��:: 1�14.1111. -��:� r", � - �-,L �Ar "'�,, �- .. ...... I ... -,� ... I - - 0 - C) I -- r - � I I L� �t�Ier ., Lot Date Ill Isendirtea a . a . -r-I V�T�� W,�. ��,l irt. ��Qllt.�,l '-mirttr & ljc,en-� Ih-] dated -'al-doftli &jb,;njjk!d Fpg Awroval A22MM29 -SWU . - % I 2CW1 'Itte�--I, Gwv� alT r �-- -�- � - � � I, � S',," �, � I , �,z� - J Kii�c� PE i--71ZN2020 OV112r-420 071"I i U1 M." Approted (3) (3) " - 5 �f� tt� C-)) : C,Mvcryn 7�,�- Sut;�,zto,rry: ,1,V r.,IjC I.'/,t�Lr r 4 bl, � .,,,.�-'ai�,,�rii�iiliiii�7, - = -7 CU - `- .f ['­�­Jk�- "-%" 'I CU•(n i Compl�li"",� Nww"OoR �E,�nLonlqn �1,9,-,Jit �10��"71 III -0 ; � ; �,,Xo-",r"n] �-nnir-In,�- - = a) -2 1 i *�allt, i UU111AM-12Y "I IM1249111Wz- aid fir'. muld ag" = M- - I LLU*-, 4Irrmillo,#"11101.�1414"�RFIN'aot z roni 0 ; �� -- - -T, �,� Cl>,�-ra,t [�zrrt,-.Iear D.b, a, "VKZ 2qtrd. ErvHZ Realsto at-o"M = . 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I I I iFl,,rW,- ChiroedrTIIRrr Of 13USM055 4 Prokmsicn,0 Rel�Kikition Pw 7 : I i 0,91ding Codas .-od Stanclards I I I ; Pltcxaluct Appr(wal AMAIcalku, i Defittil virtual Review ASSiSto 111C. � � 1 1--l-1--l-111-11-141---"----"---I--- ... -illigill --,-"----, — — — ------ ---"------------"------,--""' ? us R"Ovill I - and- app u -- � . 0-0- 1. 1 vu- hAlial;.,24 I .. , 1 -- !04�m - - cam �tq Wli _ #Cl-r, -- � -f nth I ion I -(*-, ;U eorn 11181 I � . klft�L`A pm i zyj."., "IL-. UJ�,,� um2t,t P-L��-A ta's I. r aa,�_- Xd-,&rwUl 4ths" 961-I t - a A&Wl8hr&V300 N'r, 1, ,IM;! II!.I Aj�: �,m- I rIt LII,,1:,:, Ft I, F, I t I111 P4,11 �,:j, Ri,hl, T1, t xn.,s -190"I, A kk,,,�,, PE I 11I 11,W20 100I m"I lm5=20 Approo"er i I ! C-Ulo I r-,--: 5 , ,,, E � �!, --'e. , �- c,� ft, , �q*, 11: -:�- I �u,nf.,-l.r,-.410-,,L 1--.,!.-`w, ',-A I "".-',,-4�l'�ll'T'llt�l.��il:l.T9,11��q��th I ' i Pr,.,'-,,- Lr'l'i'le", I ! .. I -91I-Arl As2�--w 8aI for [I Am-*sisl UK NEIII ; II4.,�,�'t f-��-jt[ P&I of��­ I 4"qy _ _ R,',rPrOe-NE-i- .1C•`,, C-1P 41 I I'll, I - 9 (RU-49I " 4 oL A Avg Nt" 0-1191[Nt Ismom 4 k!;Nn'I WI.',' , ,"ir"!�..', Q-,; ALIJ "-; I) "! 8n�!`-_,,a 0 ,,'UIC124 N, F 40 War - - r 2 %;F111 " - L. V ','[. M -� �-L� I ,,�,dl,--A,�,j�l��rI�ie,,��,;-- ,1 ,',,. - � , , I 11t112V4 le Yos M I,YA � I ��;.K� �,-.--ML,100' �, --,-;I�117 -D nE �X� I I -- (n � � - - - . .1 �;tI �,n4,,,,4-L,��:�,,,,,,��,��;'4'��'iF�,.R, - ,��,�� � ". Nb WA � IAI, r,-461--[ L � 4 ,"DN' ,x ,,III ,,,!- IE=. -Wt 4, �II,41NIJWI &,- RUI Pt t 1',': I It7, 141 -74 Vitt ,,Is NO WA " i � ,�O XX,I��-��,,Idltqrklrl I I -.--:E�'l�--,t'L�Jk'l�l.,M�6- TV � � tR'IL 1'��".� --k--IJ�,14�ll�-ill--X�x 121:'11"r-N. ,.�- W WA --.-.-----.-- .0(D i I i FII ChliI 'ImPrit 0:`turfs inoeS, & FlrofoaiAonal risrglviratkor, leep 1 9 t — IRtu 1, ig cjd-� card Stami j It,t:l, 19=1 k. a I I Appiovai Applicark'sn Detalt I I .xN� -g -. �;, ;l,�-�lI a) r 1 5 1 � - I �A�- sroax AU r iI� a,a-, Lt .�f,J�t'. i`eq"' 5m P LztI W-,mtla 'j W. , InU7 ,em," -I�"",.I w,e.- -elf,-I-Vey MM 8010125-4 1+A131202125a,,,��112E`A Ia, E-1 ,tI+ ,, Wtto,r,-!,01,,,",Q s0yre 1alc, - I: ,t i . - �,' : -', lll,-,: � 2",:- �� �1,1IIRI �-!I > i - -- i �f�4i.1s�ldl!�-6?-��'i��1E6�Af C13 0 i SiI A"Imm: AUMMILMLILM a2wmnk-t--Au wm " I sArq-* � Imo!,LNL,�K4-dlff-XA--,�g-- pr--,'Mzf-�Ies-lvuln �=,"-J-1-4*311k--, pork 991114t RIe"a" Epplase 0- 10,60, I I tII)l 41 1,�,5 s"01" N�, ,tth I �"A!S. V.�, ��.!Q!�� EA��!�,u 1 V d 1 12r�l NO Ye, Yeti ,�11 W-15 00 i�> �I,Iii ;r :� !nr ol,ritInnionrit1tv wI 0- I ,I U otittr,I&10r0I,j�- al:12I; I &d'0It*f.,rqtl A ',idGI'V',I.',.%I��.i'i; i 2II I YlJ,-, IL40 Vol YA1 4W,00#33,50 i - .1 Ac,`-,I`11�,�52!- 4�1,14 !��;---,,� Wm----',!I1 1469's 'Aarrht,.s,�! '1'eulrx -Oi!_�1 Na Yes Yes -34.-I 30 i s" tftu'.;,, W'vnarrml-MI, IoCinn. I �-- L. 0 1 AOXI$b� =3 1 -0 � F R0 I brida Departnter, of Nazires.18 ProfiII�sloml.: egithstan Pop $ 01 i %-.- IBLrg CAxics;Eed. Stundaeck I &M I � Prod;= Approval AprlieolI Mitail - ----------- -----,.- .-.----.--------.. 11 i 1 tuww, u I , , - I i 91.fty q Data CAP DaRe poestl 91I ZY21 ,E�AI wa"L E,Nne. 4 -I,ceo� VIAOX"'i do, yw-dorr 211111241%] F-DrAmnood mat §11I -+-a M � QM11.121 1 -I- ��,'., 1:,:I�lllV5C'-�,",�l��l,'�'IF:I'�� "r lisi'llritiritrI Ut, Lil'C: TII RsJ,rI:I rl,U I zmtrmax IMIM20 Alsesovad ,da 41A. I C=A,,I,PT �,-� EII:X-,; I�A Is121T-'- i 154) n41 a,Mld I rn 1;0�C,T-T, E- ��, D, � k......i�11, 'r - -- -1� It- re-l-,p-n�- I C."10.­ 0�nl�L C1�4��- IU.X I [ 9M.1 - 1 t�� = < I I WtxtawmbkF WK14WA-ut &MOY2419I lum A29M : 121A1 P ....... -- oh.1-1 g "�-,V t� C,,1-t E-4t2c. am* in T&A outa's, HI gay.tmt PNESIA, 0- ; i -- T,- T- -17 f�' - �1� 14? 8,1-1 �rl -- IJ � -&-, ��4,1- -:_-_,� --ge­ 'r., - - I - � ,zlir T- 'r. ),a% WA -70 t...- I -1 : ------------ -.----- -- - - - - - - - - L- . F 0 M I " LJJ = i �- F lo r On C n-, TQ � � It r T 4e N In If B u 5 4, e , -.r & r I , 49 cn,;,Ll a 4i a!, R e ,qu i a T I 4 :t n F." 1 or 2 -- = � 13:z-Ung Codes artJ Standards jr1mi ME Is < a) I I IsToduct An L..L. 7- II proval Avj%cahon cw-talll 2! � : I UZI U24 I - , �-,q < Pl- RrwrbIx D& P-*4 -DO-P*Ld-M am -j I am -IIL-,-� LTT-1II0,I C-1 on, Lawtape, L 1-:m. .ltAJdlraV i)''& k6111011101 60aneftad Fr,Ammeneal Bonermosed Mal I Uj&,.,I ..,Ihr,j,u Ah-,,Ao.4;`�,:%,III x.Iiol-,,` MI. UIIHIII FT-- r i 1 Ir"DzIl W17rA20 .IIJ2702? Arorwers 0- ^owy, I, mtm�, - " nt - , , `rE e5 � , -1 Z�All. �1A,7I1`--A-Tr -11-I&I", d7�-L: ,-�T �-6454 &MC.Togor", ri, � � """ 2"' Is' ""i- -, ""I", --il, "'Od-r- I : e , P 1, - r el h.I.L! -'I,, � r! ---! � �� I K � �3,N e- LM n r 9Wu:l-1U.W-q--A 112991211-110:2I &MUD1511raLum kwast SHEET �0. I AWL,, P�-a,:t II 10 Rtertm or W.;nr ELI-d--c-M-Mliv -11I C,'n,#rOyl, � "Iflim's III RI hr HI-23 2M44 IJA Emma elow ' ! 11 ., "'Phr-'j,"! I B IR L,,rvinI,,,�Gt,9 1 wI!1:tI ,�21!��,,��l�ll�,:����r,-,�i,�,,!"!:�:�",:!-,�. 1(VtJ5�1 We Vat Rd -GOI Florida Department of Business & Professional Regulation Policed. - Building Codes and Standards ire =21 -_ - - - Product Approval Application Dertall F 299 I 11 ,�, kii�� : :� 0 -1 I -5- e � -- � r rf:� - r; 5 �n : " i:� � - .1 - 'it I ,-�' '�F; I iF � , ­ ­- I � �ilj � 1,� � . I . I . - i :1 III I :: �� %i�,� ;- � , �,::: : �:��: ,� i: 1:i!��!� �� :, I , ��,n - � r , " : � T r 91= 2a = Vane MMIg = . � M" Yodeled" mariddral CoAtikd Eirculdrdiddr&I.Inardidur Validated Sv Z12AMlil sli Filoevilil- 2020 Ther-T. Ccirdsoration, ste"'Isuailtroo. Lyndon F. Schmidt P E. Ryan J Kids P.E. 1M7/2Q21 miari Ian 3r"= 12t45F.1021 Approved Cluddriddry Exterior Doors (M) 843i Pr43409 (SIT 767.6',56 ScloOlardhodgarr. Stonsid Eddial Door Araernbloss slaropersodrathdrimai DOMP$IdftCV Pirelli EluWii Report from a m F bonds Floodishindid Archital or a Licensed Floods FLS284sIA7 Professional Engineer Proddlista ggWiUllissurianall Agalarm ilin Aiaddigagiorti A [tudin S(l Product Model, Number or Name larsoluctriescriptlard Contract Expiration Date to HVIFIZ GUMEde HVIQ Affsaiddiana n22il I a. Therml Fiber-Chadal and Smooth -Star Nominal UJIMS 8quotNon-Impact6quot Opaque 121311= NO 'rtts 1,11c, NIA Composite Edge Fining lass Single D" (InawndlKlutsming: X configuration) 2 L Thermosi Fboar-Classic, and SaNdott-Slar Nominal Mirlik, 0 6qual; Non -I rnpaluAcoot Opaque 12Yd1/= No Yes Nk) NA Comport La Edge Fftrg lase Sil Door Alith Sidellid(s) frisvorstOugirting. XO, OX ca 0)(0 ocinlisurook ...) 3 I- Therml ru Fier -Classic and SnalowdFSaw r Nomme 1 S&i " Non-irrWas&clorit Opaque 121,31f2022 " Yes No P41A Fiberglass Composite E490 Double Door vifth of adthout Slidell W (I nwrini asom nii ; XX or O>= confounatonO 4 d, Thriffrosi 1141ber-Class and 8moroO-Sold Nominal TWW D Aquot; Nord-Irrapatodki Opaque IV311= No Yes. W NIA Composite Edge Fologlass single Door (InvArailloutsvoing; Xcorariguration) 5 el Theirma-Tau Fifiber-rAaasic and snordom-spar Nommal 11410i JiliquooNon-Inamaditzidi Opaque IM112C22 No yeto No hLIA Composite Exice FiriblMlilarsor Sinigire Cc with adolwil) FlMrFeono10,VcdWm;rX0. OX or OX Wrifigurations) 6 I Thermo-Trij Fliber-Cloadso sid Sirdidogn-Stal Nominal 58,1139:0 &qWtNoo4md%Ac1jsqulok Opaque 12J31=22 No Yes No TWA ComporraIa Edge Fiberglass Single Door orwelms"oulowfurx X-figumI 7 ii 7findirr-de-Tru Fiblor-Coll and 6omilivai-ii Nominal 04i 6cwtNtar-Implaoiltiddoo1u Ophours 1.101=22' No Yes No MIA 5tortatusite Edge rassillaro Single Door Awl Sidim"(s) OrdrailoilanglOiddlill AO, OX or OXO conFquiarjorrs) 8 h. Theirmai Fiber-Claww and Snnroclth-Star Nonninal 68WOliquotillon-limporAquot, Opaque 12tair= No Y-Ps NO NA Grompoildle Edi Fillengties, Qouhlh Door vAl or W*W Sidelfted, (nidearrWoradhoing, XX or OXY,o contliguedflons) 9 L Thadmis-7 ru Fber,Closadsic and Smootl-SCar Nominal 60*6 &qdzzLNoo4mpaarSquo; GLwW 120112m No Yes No NIA Cornposi Edge Fiberglass Single Door arralcmingloussural X oxillilluartiorri in J. Thdarms,Tind, FIber-Classi and Smodoth,lillar Nominal 8993ii &quatkoh-Impleall,quil Glazed 12131r2i7722 No Yes too Ora, Cornpoloddis Edge Fiberglass Sing Is Door Wofth Siddialla(ad Yl I'MrAddralOiAlsvoing; luj, OX a OX0 configurations) 11 k Thermai Filber-Glaaaac and Sirmuti-ditzir Norminall 68#39;8 6quotblorFlindpoodiNquict; Glazed 12010)22 No Y4,15 No NSA Gcxrnpicaft Edge Fiblealeas Douldlo Dow with or "Ans"I'd sidedo"S (l"`sdrWO"sM"gT X)(Dr OXW parilli;Wrodoons) 12 I. Tharldra.LTrij FIfjpr-C4micni,id,Snvz*grS it Normirad! 78#3l 4ioluotiloon improolSektot; DW2*d 124,11=22 halo Yes, NO WA. Ournpossixt Edge Fiberglass Single Door dinerningiOluchanni X conlilaunralion) 13 on. Thermal Finer -Classic and Smooth -Star Nkrrrinal 7&M;C 8qit0tilldot_lmpal ui Glued 12airii771 No Yet, lide NrA Corriposair Edge Fiberglass Single Door withsocielfaii(s) onsAidragarnAll XO, OX or cao Wooldowinshona) 14 4, TheraddriFTrud rbec.Cftule and Srroarn-Ster Northool UJM;O lklodatuton-Impood8i Gazed '11-13112022 NO Yes I'll run, Composite Edge Filloarldirsal Single Unor (Insamid%oum-inx ), ronfig-tri Ila o. Tide"i Fiber-Ciamic, and So ",-$W Norninal eligrW &tvarldon-implauStunt, Glazed 12011"M W yes NO NFA ComposelEdge Fiberglass Single[, oor Loth tedelidirs (I roddi'llinaroorcraroadriff. X0,OX or OX0 conflaunnions) is p The Try Flb@r­C%Mzl and Smaotfi-Ster Nornamal ftn9i liquottaor.linjoiddlill Glazed I231r= NO yes NO NI Gornarede, Edge FlIberol-ris Double ii With or ,silhoud ul:te:Iles 0 marsinfard) utooran a: XX a r OXX0 crinsfivairmignsi 17 it rhomildi Folor.Coldri dol Silooth-uldor Normal 88#3aF6Zouotad,Ar lmpacW,q,Kt Dissi 17J,1102022 040 dift No TWA Composite roe F-IwtLg�am Single Door 4ti) Transom (Insvongl0uhsong; OIX configuration) i$ i Themil Fiber -Classic and! Sirroath-Star Nominal 6030;8 liquothlon-Impriorlidiuct Opaque Mir= NO Yes 140 MIA Ocarindoolarear Edge Filetaiddiss. Single Door to Siddidobdi anti TraNsom (InarvingF2utial QI)0, i orotoxo canfigurrodoondi 10 a Thommoo-7no Pistol and Sor,olmil Nom"! W39:8 8duot;Nw-Frovisaftudist Opaque 121ulf= No Yes NO MIA Composite Edge Filindargurder Sroddle Doolro,ath sirsoll vosoorit;Aottsi x1o, Ox Ar OXO Corminuous local dord SM ourfliturdencorga) 20 t T"Miti Fi"r-c4ft6it I" dalftrodflh-Shdir 8ajUl F IrVMZ2 r1lo "trio i `-A QDl rofth 09risalrmuadrmido0dratl$lnngodo duririofipldoiort8a )W, OX or OX0 Continuous Head and Soll configuniaral 21 U. Thrarrial Fber-CIA"Ic and Smodirri-Spar Nombralf Silifil killothion-Implad8druot, Glazed i2P3112m No I- NO RM Composite Edge Fearquars Ricca coor loggs sloaddrove.) onsvoildqoutaoarv; X0, OX or OX0 Coordowous Hall addird M cdodial,rations) 22 -. The rm-Tru F ber -Oldroadoo and Son,dwild-Stat Nominal Wagl:D &quotrNon4modidarldilquot Glal 121311OW No Yes No NIA Comporshr Edge Fils-ralloads ,vngo Door sorth SEW" n nswriatordsoodrali xii Olt ()Xo � Cormoul Head and SA cord1guraloons) 23 1,y. Irtsional Fibet-Vidairic and Smould"toor Nominal addi 8 aAoe(hodo44or:ddqLLi Coil 1=11=1 No Ygro 1No 4% (;ornparrito Edge Fiberglass Coop Froodeft vath Vented Sidelizil troIliekalOulsoval XK XXX or Xy= configurations) 24 x Them -I Faber-aessoo and SirriPA-Star N cm Ina t lail 0 &q ti Non - I mpad8o unit Opai a 1 l', I f2m No Yes No AtrA Comporade Edge Fib" ll Door Paral Vol vidorded slicefidetu (I rudimAnworoddemeill Xx Misr )O= ­&R-b.".) 25 Y, Them -di Folser-cloo-i #Ad arvocar-sher Nomi radical 8 dialtratolder-ImPorclu,dute, Gai I M11 r=2 No leffs- ran NYA Compoulat Edge Fiestsiders Door Pared; vhth Verded Sidefirril trawnuOudai XX XXX or XXXX ordellidurroiardid) 20 z Thernroo-Tou F dbor�lal aAdSmoxii-SaT Nomigiria drolloo3l koxorl,lori .1mrso-i1quidt, Olizzed I ZMM20211 No y� d1k) 1,11A CompoSft Edge Firividolso; Doc, Pirrouldova h VeAdol SMP*(q (Irdowngrorkwoll xx X)i xxxx cordwr 2fli 27 za. 7her ��Tdro Foular-OzisAiloand Smo-g-th-Stior . NomeW Wdol &Qu7`­INim-lmps;*kA Glazed 1 12, _2= No "A's No IVA Orrmoci Edge Fib,cf,oloss Sinac Drot YAh,W3su ,56.4W,sj' dmst-AngPDtF4l4mrwl;)M, Curio OXG cialrouraliall 26 zb_ Thriddri Fiber-Oardsk and Smockh-Star Nmk�t6U3C,S&quott�ot,.Ift-pGt&qwt Glazed I2131QM No Vol No NFA Composite Edge Fiberglass OQuWe Door .0 allow9siddames(Iner-larrigrOulaming OM coolfavrodion) 20 = TheardooTi ribar-Oldialrolciand Smoctiti Narridiogn SUM Squatlit"an-joravulaudul glazed 1=1012022 No Yes 11k; NAL Ccirniousite, Edge Fiberglass Single Door ^with Wl 0 Sod oolls, f nsiolongoorooreinii X0. QX or GAO raordifigurationri) 30 zd. 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Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Cl� air s€_ LU J a_ March 6, 2023 SHEET Fm A 1. , (3) (D Cl) > I 2 o Simpson Strong -Tie 2020 FBC Approved Products Upcoted IZF53"720 Simpson Strong -Tie 2020 FBC Approved Products Updat06 1 ZrWrV20 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated I �i� Simpson Strong -Tie 2020 FBC Approved Products Updated l2rJ0KNQ0 Fardirect Inkiiia all WTawrcvgststed btiow, C�Llgfr For cir-tl inks to or SST approvals fired below Foroftect MstotASSTapprovaiGtst-,i"ow,gL�__Hg Poirdire" (3) For arldtionat Product Apirnziora 6.,�tom wo Mand-Clldib Fog roldborial Inkyrriollon rellarding FirrokS Stdu� PrWimt Approval 8Soem ana Waft-Dadir Crmnty Notice 0 Ac=,tance 11,10A). ror 11011rAt i rord�,3 , m""�Irlhgr- 't0le-0- P1 >IrJGt 2�W`1­14 Arid rn*nt-rv1iA r,' xsinty r��onrx, of Arr,-reptanco 11,40A'i �Zlj.2��MeX = FWW&8Z FL11 Lj4*86 %fflo�L-R§ )S HLS�_ SnoEIS h�lls- �_M .1acc-mount hang am ava bble In wants ranging fforn 11-51T to 3. cz cn 9!1h' iAhlinightsrairgingfrom 4-5tIS"to II`rr­'0nC89W%ng@ Q) AMA Progilzm2dal.milillbarormMe lirmdiim Qmdallon JqgA Era4uZ WgdyL MgMtME or NaMg Produz PsLedellm ftrit PlRdillig Modal. UUmber or N2me Prbdmsi2m�Wilaion ersion HUSC) 2yalsbe for models hiering vicip aq%ei to or 0 I Tits" Stainless Sleall Conorato & Mason ry Screw (17 N­SS) in 1/4"diarrieftnTitAnatirn leSSsIeelnnascnrysar4a,4y I A2 1. A23. A33. A34� A35. A44 Angles I ET, BTB. STH BrickTres = 2 APA21 APA4. APA05 APVA211. APVA4, APVAS Outdoor Accents Angles 2 CMST12. CMST14. CFASTC16, Coiled Staos I(i S 3a.q,.V, Faca-rrw�ot harigats avariable io widths larigingfrom 1-719't-, S- riff" heig Ints from 9.1-fen'to 16' 0 3 APS44, APEW4R, APV866, AP86N, API389, APB88R, APBl 010 A� 3101 OR, APVS44, Outdoor Accents Poet Bases 3 CS1 4, CS1 6. CS1 8. CS20, CS22 Called Straps and ran g ing 0 LJ_ = ELWSM APVB44R. AF1118M. AFIVE66R, AW688, APVBBSR, AP".910% AP,'G1 [)I DR 4 CSH PlI A. CISHP20 Coiled Straps 1�4 LGU13,�S 30S 11,3,1_4 15 SIDs Pico- monn't hang are - - io 4­4 4 APDJT2-4. APDJT2R-4, APDJT2S, APDJT2R-6, APVWT2-4, APVD.,TZRA, AIRMITZ6, Outdoor Accents Dock Joist Ties 5 C TS21 8 Compressbafferlision Strap LL124, LU2-� LU 26. W-210 Face- mwunt harigarts, Aga Product Madol. Num beir -or Name PmdW Dam distfloEL APV`DJT1�R-,S 6 DSP, SSP TSP stud to Plebe- be -'s 1 C-726-7 L=21 07 Facr rr)-.P-I hanger-, _0 0 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH46, APHi APHH6I Q APHI-161OR Outdoor Accents Heavy Han" 7 H1, H10A, H2.5A, H3, FIG, H7Z. H16 11116S. 1-116-1-2, H16-2S Hurricane Ties 13 LUS, ive ie�_ hangei,,_ Face�rrrwit hangers w�ailable le widIft rengingfrom I-Stlerto 4- 2 SD911Z SDQ21Z S010112, SDIC212 Strong-DrIve SO Connector Screw 8 APL4, API-6, APT4, AP78, APIVIA, kPVL6, AIPVT4, APVT6 OutdoorAxents L and T Bearn-lo-Colurrin Ties 8 HGT,!2, HGT-3, HGT4 Heavy Girder Tierlown 58" andheiglAs langiror finli for 10-11S116" 3 5D91 1 2-SS. SMI 2SS Strong-DriNe SO Connector SS Screw T APILH24, APILH24R, APLI API-1-12,61R, APILH210, APLFCIOR Outdoor Accents Light Han gers 9 HS24 Hurricane Tie NIG'_15.50 ��L�S rvri­Alt,62-�SUS, Faco,-rrount hangers 4 SDCF22434, SDCF22512, SIDCF22614, SDCF22700. SDCE22858, SE)CF221014 Strong -Dr" SDCP Trmber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SD51 5, HISS2.2-SIDS3 HSS2-3-SDS3, HSSIA-SDS3 Heavy A -al Shoe N`k, 5e�ss -noors Far,'er-mourrit hangers available in aittrihis ranging from 1-911T to 5. SDCF22i 134. SE)CF221334, SOC 1`271958� SDCF272358 9 CBT2Z. GST4Z Concealed beam Tres II HST2 HS-1-3, HST5, HSTO 5traightstaps I �13V' 3nd heights ranging from 6-1 51`16"bor 19-1/2'. SDCP22434� SOC1222512, SDGP22614, SDCP,22700, SF-rP22858, SDCP229121, Strorg-DriveSnGr Txnber-CPScraw 10 CJT3Z, CJT4Z, CJ15Z, CJT6Z Coric"ad Joist Ties 12 HTS 16, HTS20, HFF824� 14TS2Z. HT &90, HTS3VC Heavy Twist Strap i � 12". Farc-inotint hangers 119 N,01326, MT I, 'It� 6 SOCIP221100, SDCP22Il34,$DCP27I400 SDHR27400, SDHR271014, SDHR31400, SDHR31614 Stron,-Drive SDHIR Combo -Head Screw 11 12 WT14 IDS Deck Jost Te Dry Wall Stop 13 14 HTSQ1 5KTZ_ HTS020KTZ LETA Heayy Twst Strap Light Flocir Tie Anchor 29 SUR ��,UL SU'RO, S��,,,cd!ace-mount hanoers available inwidths.-arniging from 1- 94,16" to 3-9/16' a irld her" rang ing tom 3-1116� In 1 1_31r� 7 SDS25112 SII S0826-2-A SDS=12, SOS263uia SD8Z3iZ SDS2541 Strong -Drive SIDS H�_arvy-Djty Connector Screw 13 FC4 FC8 Framing Cl�ps 15 LSTAR, LSTA12. LSTA16, LSTA18, LSTA21. LSTA24, LSTAM, I-STASS Straight S to Ps CorcrakA Pan go version 0, IJRC� SULG) variable for all double SIDS25500, SDS2560U, SD9258OO 14 FWAW Foundation Wall Angles 16 I-ST149, LR-TI73 StralightStraps Zx: and ]X naides; on ly acute flarge to ooncesladF 9 SDS25I1:2SS, SDri SIDS25212SS. SOS258DOS& SOS253i2SS Strong-Oirrve SOS Heavy-Drity Connector SS Screw 15 CAI: GA2 Gusset Angles 17 1.71120, LTM Bridging Ll s�r,E,� li�rL Fac�rnoiunt hangm available in widifirs ranging frorn 1-9/1 Wto 9 SDW2716, SDWF2-20, SDWli SDWF--;726, SDVVF2730 SIong-Drivia SDWF Floor -to -Floor Screw 16 F12A, H2.6T, H8. H10A-2, H10S, H14, HGAID Hunicane7res 18 LTS12. L TISI 6; LTS1 a- LTS20 Il ht Tvc-t Strap 6" innr hisiglas ran g Ing from 2-5f8" to 11 - 114" 17 18 HC_rTz 1 HH6 Heavy Con cea led JDal Tie Header Hangers 19 20 MrIT rilli MIST37. MISM48, MST60, MST72 blediurriGirdarTedcrum It aig h t Stra P s Flingm-138 19 KBSlrZ Knee-WaCR StabiliZelf 21 MSTA9, IMSTA12- MSTAI 5 MSTA18. `ASTA21, MSTA24, NISTA30, ful..-,�TA36, MSTA449 Straight Ftiraps FL#10967-R6 20 11-30,1_50,11-70,1_90 Angles, 22 1 MSTM, MSTC52, NIETC-66, MSTC7_8 StralghtStraps JW Prodilict Model, lituritimir or, Name Prillidug Dascri 21 LCE4 Post Cap 23 MSTC48133, MST0661333 Ppe-Bent Straps 9 NiilEggrar �4arnz Llnl�ifllc�l Doggantion I ATR36, ATRIrZ ATRW, ATR314 Threaded Rods 22 LS30, L=, LSM LSK Skews.ble An ges 24 MS1 i2d, f niTI:56, MST-448, MST160. MST1172 Straight Straps T,4, ` a nas har gore available inmrilthefanginighomil-9/16,t07- 2 ATUDS , ATUr.&2,ATUDg, ATIU09-2,ATLI ATUDia,ATUD14-1 Aluminum Take -Up Device 23 L9CZ Adjustable Stair StringreT Connector 255 MTS I 2c V-Sl 6. 118. MTS20. rkilllr�-!_4C, M-1 SSO, MTS= W d i L i r n T --vist S t r a p 'IS" a n d heig; hits ran g ing from 7 -1 18:'tQ 30". 3 EJP3/8-Z 011plr2, BPlIZ3, 6P5r6-2, BKYS-3, BP3f4, EP314-3. BPRTU03-4 Bearriv Plates 24 LSW26LZ, LS-QJXRZ. LISJ2M2. 1.55,12SR-7. LSSJ210LZ. LSW21,)RZ Field Adjustable jackHanger 25 NCA,200-11Z MCA20-2-12, NCA2r4li-16, NCAZN1046, WAZI12-16 Bridging �GBF E4:lneut op lit?rrdths ranging from3-6,18"la 7- 4 CNVV3(8. CNW1112 ii CNW314. CNWW-1r,, CNWS3f4-5JS Coupler thurts 25 LSSRI 81, LSSR2. 1, LSSR2 37, ILSSR2.56� LSSR210.2, LSSR41 0 Field Adjustable Slopeable/Sk-wable Hanger 27 RCWD12. RGiVB14 nfiall Rfwirig I"I'' wridlileights farigilill ftoini 9 1M"to 24"', 5 CTUD55, C;TtJM-', P-TUD66, CTUO75, CTU076, CTUD77. CTUDST C-TUDK CTUD97. Coupling Take-Vit Device 20 LTP4, LTF15 Tie Plates 28 RPS116, RPS22. RIPS-28 Repair Piate 18rap, �,eries narlge��, Fcp fianarr hangers evaitable in viditis ranging from I -1/Z'to 3- CTUDS8, CTUD99 27 ML23Z, MIL24Z, ML28Z, MI-267. ML21OZ Angles 2P RSP4 Stud to Plate Conneclar �,'$'and heights ranging from 7-1 IX'to 24". 6 H3. 144. N5, NO Heavy Hex Nuts 28 MMH8 Root Tie -Down 30 SPI, SP2. SF`4� SP6. Slog Stud Plate T re 4 L_4__KF SC�eES Top fitnile hangers available in wrIths ranging from 1 -,V*'to 3- 7 1 RTUD38, RTUO4. RTUD46. RTUD5, RTUCC, RTUD7, RTUDO Ralichefing Ta�ke-U p Device 29 V141-4c Hinged Roof Connector 31 SPH 4, SPH!6, SFI Q Hewl�y,aud Plate 1i 5,T" and helgh1s; mriging front 9.1 Wto 24" 8 TUIDS, TUD I G Take -Up Device MMLU26, MMLU23-2, Mlyi MIMLL12li-Z Valli MillLU112111, 14MILU139. MfVILU1311 Firce-Mourrit Han give 32 SSI. 5, SSZ5- SS�% SSC5 Stud Siroo 1� lzi� EC-1-r,�-�,-,V�.,Lr�,s,,,-ar-,,�or�,; 7 op f[arige hangers available in �Mdths ranging' fromig-IM!'to a- 9 TUVV38 Take-UpWasher 31 RBC. RSCP Root &_-undary aps 33 GT9,ST12_,ST18 ST�.,ST292,--,2122,ST-2�,it5.ST2215,S-r6215,S-r=4,ST152M straightsh-aps 7IS" andneights; rang ing Iforn 11 "to 32-10". 10 URS3 3A" U ple Rod Run Tredown System 32 RST-3 Root Tie-Onwr 34 7,1320. TSL-71 TB30 TU�s$, TFA2, TBIES TIRS.4, TSU, T860 Tension Bridg" t., EG Q, se r W an U 1.-, 9 T np f la nge han gers avai�ub a in wolths ra ng in from 3,4WF'kr 7- it URS4 liZ' Uplift.Rod Ran Triedowri System 13 FT02271, RTC421 RTr-2Z, RTC44 Rigid Tie Connectors 35 7WSIO� TW812, TW514 Vital Bracing 1j4"ar,dritrights iongirn; front 11 Anir'lic �32"L 12 UIRS5 518" UpIft Rod Run Tardown System U STC, S7 C�T, OTC, H7C4 Tni5s Clips 36 VGr. VGTR, VGTL Variable Pexh Gitrair 7 reclawn S "L r n a f SaJd le �:sragws available iri widths ranging from 3-114' to S-7f&* is URSS V4 " V plift Red Ran Tiaillown System 35 T,1037� TJC&,7 Truss Jack Clips 37 WSI 0 0, VirS I 06C, W E 120, WS I WS 14 OC V%W a tain g and heights ranging from 8.112" to 29'_ 50r Z2, Z4T Z44 Panel Stiffener Clips G L I �i 6,140�, 'I'i rl 9 P, i op flanjur hangers available in widths ranging from 3-117- 1,18" end heights, ranging front 11 " to 312`� FL01MIM sen�_ hargois 'Frop I��rijra hangers ova-eible in�.v.dthsfangin!g,'toml-Q/Wto7- FLM0447-a§ 112' �nd heights ranging fforn 8" to 30" fta Pradtillit ffi2dol, Num wr or Namt Prodili Dosc=n $109 EE200 M9991L N ulmor or Narne Produg Descriptioll '110 r1GL.$ �i,eii ii��i b A rigei,� Sadd�ei rani available rn Widths ranging from 5-11421 to B-70' W 1 CITT2 Hold-down gqgA Product Model, Number or Name Product Description I CBH2,37x5A 0SHZ'37k7AC, CEH'2374.75 Concealed hangers mid heights ranging from 10- 112" to 28", 2 HDCI(V4, HOCIO122 Hold-do-w, I AHEP Adjustable Hpp-End Connector 2 OU, DHU, OH UTIF series hangers Face -mount (DU, OHU) and top4lainge QH UTF I hangers H,(.,LT sef��-- hkirige-i� op flainge heingem available in vvirdths ranging from 3-14'to 8_ 3 4 HDQS, HHDQ11. HHDQ14 HOUZ HDU41 HDU5; HIDU8. HGU1 1. HDU1 4 Hold-down Hold-down 2 3 DSC�21R-SDS3. DS;C2L_SDSi1 DSCZR-SO83, DiRaSi Gi Drag Strut Con necto is Gable Brace Connectow avabbliv in widths rixiging from 1-4_VrI 3-9A6'and he-f,L,!s ranging from 9-If3` to 23-15MC". l? W;f 11,,IS,2reshargi�m 7,08" zid heights ranging from 7-1 r2'to 32'. Top TiIinjrt hangers a-vaisible in widths ranging from 3-TWIc 7- 5 HPA26, HPA35 fta;ssifins, purlin anchor 4 HCfP;1 8l, HCPZ HCFr4 Hip Corner Plate 3 11GU3.W-SUS, KGU5.25-901S, HQ, 05 50�.SD,zl, HOU5�62-SDS, HO 1J!7XXr­SDS, HGTJ7 Z- Face -mount hangers 118" and hLmUhIs"rang,ral, from 14" to 3Sr, a LSTHOB LSTHO8RJ 3brap-stlite hold-domm 5 HHRC2-2 HHRC42L HHRCA2.2, HHRC4tl 61, 1`1HRC44, HHRC5.25i:i25 HHRD5 Z713 12, Heavy Hip to Ridge Comiectors. SOS, HGU9,00-SDS i3 HI-T srnkK ra�ger,,, _io - in %idt the Fa riging; from 2-5/1 ff"to 3- p Range hangers avaiiable 7 MASA. MASAP Foundation anchor istrap, HHRC66 4 FIGUS seass hangers Face -mount hangers available in widtins ranging from 1-5,rF'to 4-'4jl 6'' and heights ranging from 18" in 26" 8 MPA132, NiPAI" Stymp-style, purlin ants" 6 HR01 81, HRC22 HIP Ridge Connector WO" and heights tangnili from *-�sri 12-7M". 14 1 11.1,511TF �,7��vs fnwqc-�s rop fiangelcinT hangersavallable in widi ranging from 3-1118"Ic 9 PAI8, PA23, PA26. PA%, PA51 . PA68 Stralsetyle purilin anchor 7 LRUA, 1_41.128, LRLJZ10, LRU212 Rafter Hanger 5 HFIGU5 �2-5�SDS, Hli 50-SEIS, HHGU6rS2_SL)S, HHOU7 00�S[Ki, HHIGU7.215-13DS, Faco-m.ron-4 hangers a S tl 6'and heights ranging from 5-318" to 13-W. 10 PA118, PAI23. PAI28, PA135 Stra"Ityte Partin anchor 8 LSU20. LSSU26, LS-SU210 Lig It Sloipeat,WS&evarble U Hanger HH01.19-00-SErS I 4� J r �, H�.�--F scriesn.- gers T �Ilp I Unge hangers aya-iablte in wdths ranging from 1-9116'10 5- III STHO10, STHD10RJ Strap -style hold-dorAin 9 TBE4, TBE6 Trurss Roaring Enhancer 6 H HU S26-Z HHUS28-2� H HUS21 O�2, H HUS40, HIHUS48� HHUS4`1 0, H HUSS�wl 01 Face -mount hangers I �T andheights ranging from 3-7116"fic 15!'. Concealed flange 12 STHD14, STHD1 4RJ Strap-%tyie hod-dwwn 11) TC24z TC28: TC28 Trusr.Clip HHUS7,29)ID �,cr5j�rrr Hjg�� [p ) avadriblaii all nnoitals, having worn equal to or 11 THA,V,THA213,THA2I8, rHA218-2.7HA,>22-2,THA413,THA418, lAAC4I8,THA422, Adjustaicie Truss Hanger 7 HSUR, HSUL, HSLIRC HSULC series hangars Skewed face -mount hangers availarbin in twidths ranging ter -n 3- greater t-an 2, 9)19'. THACA-M THA426 TH-4422-2, THIA42&2 118" to 51.Wand hisighfisranging ".. mr 4-31W'to 15-3FV_ H141P eio� h.njws ` op fla rije hangers available in vvidths ranging from 1 -Wle'tro 7- 12 THAII .1�111M THAQui THAQ 1F22, THAQZ2, THAI THAM-2 9, THA1422 Adjusta-bar Truss Hanger Szed for I -Joists Conceat--ol flange version (HSURG, HSULC) available for --I rl' and he4gnts rangIng from 5-33' to 2F, 13 THAL422. THAR422 Sk:evind Truss kiargro 11ouble 2X and 4X models, only acute flange is, concealed 17 1 ]VIPi I ,,o , �Em4 irancom Top fl�i inile, nangets available in %Aridtha ranging from I -alle, to 7- 14 THJA28, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU215, HTU28, HR-1210, I I-ITU28-2, HTU210-2 Face -mount hangers andneights iargog from 5.$1810 32." IS THJM2-4_SDS3. THJW-S-SDS3, TAJU28, THA-126-W Malliple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in wicilres ranging from Ingt" �� to 7- 1 swrs 1�)ng,,4sr 7up flange hangers available in vAdths ranging front I -64116'to 3- 18 TSBR2-24 Trtiss Spacer-Restaint 1J2" and heights rangkigi from 2-718I'to 1 9� I W Conreak-ri, Far,.po Silr' 17 VF>A2, VIPA25, VPAS, VPA15. VPAA Va riabl-- Plich Con riectors versoo JHUC) available lot all nirridbit 113VIA0 Want equal li*0�'!, 54 jRsol h.�rners Trip 11wile horgers ivadabtii In writh of IA1I&'2nJ heights 18 VTCR VilileyrTruss Clip, greater' than 2-9116" tan.ging!ronn S-alX' to 7-14' 10 HUCC1.8lig-SIDS, HUC(Oi 81)11-2r HUCQ2 0­24SGS� HlIX15210-34SIDS� HUC0310. Face -mount hange-r.- 23 _T� A 5 f� - W s h.-- a e rr� 7op forige hangers available in v%4dlh of 1-9116" and heights SOS, HUOQ410-Sli HUC0412-SIDS, Ht)COS&-�50-SOS, HUCW.2&1i_SDS, HUM610- �znglrrr 91 UL 2 1 2023 VR4 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 F13C 7th Edit�ion by Debra Anne Klahr PX2300 CC= Simpson Strong -Tie 2020 FBC Approved Products Updated tir-501=0 E= Simpson Strong -Tie 2020 F13C Approved Products Updated 1ZJ`3Xy-D20 Simpson Strong -Tie 2020 F13C Approved Products Simpson Strong -Tie 2020 FBC Approved Products Upc1ilted I 214W=0 Fcr crest Irks tv air SW approval$, "ll bow, zlizLBWI� delos, C1,1C9)r!9P�_ For direat Inks to 01 8ST approvoIs li bolove, tnkZ I:o nl C� For additional SWtowlide Prrotiifc� Approval Zyartrm lip,J Miami-iii CourinNotica of Arcripitarce 4NOA�, Foritilditionall information regarding Flolirdirii8talewildir ProdriclAtitroval and i0ma-Dride Counl�) Notice olAsueptance For additcnal infarnation regarding Ftaidal's Statewide Pr"ck A-moval S�4,arnl and mara-Cmise Counly hlotic* dArcepianco �EON, 'N�,!r�og I kiildd� SUe**,� 4,i��dacl Azp-o"Vil ��ysi�� w,2 VI �irir� Date Coknij NOKA u� A=tobance 21 LB series hangers Top flange hangers available in vvidth of 1-9116" and heights FL#111460-1115 15 SEUV1.56, 511. BVII �81, 50LSVZW� ErLOV2.37, SILBV2, 56, --VL BV2.68, SILBV3� 12. Top FlangeJoA Hangrars r xf, Adri.esive Anchor for oononate, ranging from 6,VS'to 15-IIA" SIISV5.60 Stion343ok-2 Wedge AnchorfbF concrete avallable in carbon 22 LZAZ senris hangers Top flange hangers aisilable in wilth of 11-igilEr' and heigno, §W FiroduM WgUaL NUmUtill or lilal;gg 19 alLr 7X,S0TT2Z,,1,;A-1`TT14, HTF14, HTT5 Holdo\lm steel and Typos 2104 and 316 stainless steel ranging from 9-311113-118" 1 HHUS210-3, HHUI-3210-4 Joist Hanger 20 SGUIST6D, EWT72 Straps 118 mil (10 gal 7 -.it i D V 11 H-'Izn 7 �-i D- Lffifi S S, T I-n - n S, T I f-'47 HD Heavy Duty Screw Anchor for concrete and masonrl 25 LE433, LEGS. LI series hangers Top flange hangers available in ar.-arthis ranging from 3-114'to 6- 2 HIRS6. HRSS, HRS12 StrapTws ZI SP4, SPU Stud %*T" sitabir, wli hox head in carbon gets and Types 304 arld 316 718" and heights ranging from Q` to 33-1171 3 HU=21C-2-SIDS, HUCQ210�1SDS, l­lUCQ310-S0S Joal, Hanger n. SSPI DSP, TSP Ste d %,rts Tee; or%elth countersunkhrold incertionalbeland 24 MEG$, fill serieshargars Top flange hangers available in walrus rangrisr "m 4­114'to 6- 4 THGB2. THCUS. THOUH2, TH05H3, THUB114 Jost Hanger 23 SM OTC lrul�sciip T ype 316 stainless steel 7/8" and heights ranging from 9" to 32-1 t7' 5 THG02-SD,,*, THGQ3_SDS4.5, THGQH2-SDS3, THGQHS-SDS4 Sr rHaQH4-SW JoirA Harger 2-1 T3022 Truss gram Diagonal C­Plr�� 71­nS7,r,4P.C, T,117`,Xl�'N -PIC"'A 7iron �-O Threaded Rod Z�orplerfor ccvcrerbli� ra MIT satires hang" Top flange hangers available in ividtha iranging fform 1 -1)116'to 5- 6 TIHGW3-3� T HGVO-4. THGW4-3, THGW44 Joist Hanger 2-b TX57 Truss Jack Connector Ttvn H1.1 1�--ncsdn�j R�cd Htirg�er THF�, �it;WK QWZ�Z[`,�H. rten HC Threedled Rod Hanger fur concrete 118" and heights rangirig from 9AX'tcr 24" r, �, I I Vi 102 i2R i, I, 26 PF, PF8j PFDS, PFDSS $or lee hangers Tophange hangers arvailable, in usitifth of I �911a" and lunghtc Wedge -All 1,VAI r4indge All Anchar for masonry ranging from 3-318'rior 7-116". F0 W&M LLL"3_904-R5 V-1 _J Z7 28 RR INIP swiris hangers Ridgeirafflerconneclor Top flange hangers available in viicrifotr ranoing from f -WW'trit 7. AW CERMAZ 112601. 0111.111111=1 EIRUS3221MIalim AW esid6st ft"Rum lis"Lzaam FL*l j2-40- Fjq� AOIgNb� Ar '110" arid heights ranging 9-1114'to 32'1� 1 rETAL20 Double Embedded Truss Anchor 1 CCOW0,62-SOSHOG, CCQM4.62-S0SHDG, CCQM5.50-SUSHIDG, CCTQN1162-SDS,-,, Masorritypitocaps 2 3 FGTR FGTRHL, FGTR]1­]R NIB, 1-11153, H16-2; H1&2S Girder Retrofit Anic-For FlutricareTie CCTOM4 822-SIDSG. CCTQMS,5O­_-DGG, CCiMM:62­SDSXG COCQM4,62-SDSGi CCCQN'E 5D­SDSC je_gLf I le -goo �1_odrrl, Uum ber or Na�-_ne AT_X0 Mgust AT-Ml FL*12M_B§ 4 FIETA12, HETA16, HEi Hr-TA24. HETA40 ErinhIpococ Truss Andtor F�G1L.QM3_V2G-KT, F-CCLOW4.62GAKT, ECCLONZ.500-0- ECCLLQM['L4.,32G-KT, Maserty Prar Cape L-4 -HID i -Hr, Eprrey Ad Iii for masonry a HETAL12, HIETAL-16, HETAL20 Embedded Truss Aro�hrrrr U:;CLLQIaD4.62G-KT. LCGLLQNlQ*.5QG-Kr, EGGLRQM1D5,QG-KT, ECCLRQMD,1:M- SF7 SET AP H inh-Strangth Epoiry Adhesive far masonry I ABA44, ASA"R, ABA48, ABA48R, ABA66, ABA66R Ptioduct Delscrabitm Adjindalole Post Base 6 7 W-Alli HMO HHETAI 6, HHETA2C HHETA24, H HETA41) Masonry r"it oonotecti2irs Heavy Embedded Trr��.Airchor 3 Kr, ECCLRQM135__1r0C3+U HGLW6.75. HGUM5.50, FIGUM7.00, HGUW 25� HOLIM9 DID Heavy Masonry hangers Strn t 2 r'S 1 b�l I ten 2 , r .112111 S-!r orq-8clit, 2 Wedge Amchor for mrsorav T rtea 2 tknew Anchar "or Conc rete 2 ASIJ44� ABU44R, AV-146, ABU40R. ASU54 ABU5-6, ASU65. ASUN. ABLIODR, Aguiul, Adjustable Post Base 8 U13T2. LGT,9�SDS25 LG74.8093 4 LrUli D'.MIM26.3, LGIUM' 2&4, LGUM28-27, LG UWB�,i, LGILIN128-4, USUM210-21, Masonry Seem Hangers (1, )"Iteri HD THL7_,­fl,1SS. 'ren HD Haarvy-Duty Screw Anchor ter tonaete avatsi in 3rA 3 ASUSSR, ABLI1010, A81.11013R. ABUI212, ABU1212R ABW44Z. ABW44fi AE#N4GZ,ABW46RZ, ABW66Z, ABW86RZ, AM7-7 Adjustable Post Base 9 10 LTA2 META12, MIETA16, Ili META220, META924, METAA0 Lateral Tfuss Anchor Embodiled Truss After-tir 5 LGUM210-5. LGUNUID-4, LGUM48 -GUM46. I-C-LifA410 USHA3.12AR25, MBHA312J1I.25, rVBHA156r_2Y5, IMBI-A3.5619-25, MBHA3,W11i UlasidincyTorrFlange Beam Hangers j;'! 6 �,ta lirl-ari steel with hey head and 316 staruless. steel aftri head. 4 A04, A04R, ACE4, A06, ACaR, ACES Post Cap 11 USTAM24, IllSTAM33, MSTCM40, MSTCI Step Tiefor hillasomy MBHA&6afI1,5S, MEHA$ 55,14, MBHA3 56)10, MSHA3.5SM4. MBHA5 _1W.25, 7 Trieri Tul,bu,7 W) Then 7i[rbo SorewArir.bixfor wacreleR ro nrilmonry %.F 6 EC4, 13046, SC411, BCO, BCeR� BU8 BCS2-2% B=-M Posit Cap 12 MTSM1131. IMTSM213, HT-511016, HTSN120 Twist Strap for Masomy NfBHA5.StfE 25, TrI13HA.5 50�1 1 11 25, lg3H A5_50i! 1 88, %80,45 15014, KIBHA5 5016, so 6 C844, CW, CM C966, CBffi Embedded Column Base NBHA5_5(V18 CIO 7 CBSQ"SD52, C8SQ46-SDS2, CBM66-SDS2, CBM80-SIDS2, CBSQ8&SDS2 Embedded Column Base 6 fuBHU3,b-_1T,4, MWJ3 5WI 1.25, MUHLI&WI 1,138, M61-110-56M 4, li U3.66/1(3, KNAU3 56#189 N1HHLKr 50,1925, MUHUS.,W)l 1 25, VL3HU6_%M 1 88 1013HU5.61114, Marsomy Beam Hangers > 8 CC, 5CC, ECCU Sores Soled column cape YAh W1 ranging from _5114" to 9-IrZ and '002 rariging from' X5/8"'as 7-112" Emld&m M31-11.4,50116, Eeq Product Model. Ntlln!2ltr!2r tiarrie PLo�uct Q=rlptlon P 0 9 CCC_SDS2.5� EC0Q-SDS2 5 Saline Screywrl colurnin caps with WI ranging from 3-1/4' to 9-11Z'and W2 ranging from 3_&W to-, -112" &&a 1 Product Moullel. NuMber or Nam 111 z Product 212grintigil Oe�K Tf,-Wn Tie i K X,$IC;1saXI;7-0IQ_4K X01,S1.318 XC6-1I31-_-fk-4K 410-16 Sticing-Drive X Metal Se$ -Drilling, -apping Screyiis wkh b6 _n 11 Flk L I srt 10 CIPT44Z, OPT667, CFTW_ Opmealed! Post Tie Base 2 PD-121 Hr,19 Polled Holdowno I-M ELeLD7 2 XLi,l 1 �47 1224, A,Qll I *12,24-2K 412,14 Strcrin-OrIve A Largo4 �eadl Metal S 0-Dirring, Tapping - ,If 12 EPU"A EPEi EPEMB, EPSEB, EPSAZ Embedded Poet Base Embedded PW Base 3 4 H038, HD58: HD7B; HD98 HTT4� HTTS, H175--Ull Sioded Hialowns TersionTies $eq V Product Model. Numtmr*r Name P12duct Description ?I V �' -1�1�1��4 -­:few� with a6 Dili Point and Large Diameter Hex Washer Head 1. 14 LCB44, LCB66 Embedded Column Base 6 LTT19, LTT20B, 1_71131 LQ ht Tension Tras 1 SOW22300, SOW22338, SDW22438, SOW22468, SXV22WC� $0%A=0Q SDW.21126w 6DWrn4 Strong-Onve SIDW FlAno-PLY and TRUSS -PLY Swevis f 1: -114 1-ill �2.4_ir(� 111 2S 1 '24. -,-,I 14SI 22A KC� f T481 2214 2 :,h! X 1 1: 2S V4L24-2K apixi'm streinaniM #5 Out Point and rilradium Diametair Hex # " 124 Drive X Is. Seff-Drilling, Tapping $prews #6 LPC42, LPCOZ Lip ht Post Cap �AK;i �8,fiong- orial with Point 15 18 NPS"Z, MPENZ, MP808Z PB44, PB44R, PB45, PEW, PB66R f4DMpnt Post Base Embedded Poet Base &CM-M 2 3 GDV�CI5450, SOWC161500 SDWH I L130ADEt SMiH -F 940ODB ?,OWH I W-DOODB, SDWH 1 981=13, SCWH 1 Orl 0001DE Strong-Ourte SDWC TRUSS Screw Strong-Dirve SDWH IMBER-HO(Screw .1 Dw! #C-18�ftrq-DnveXL;MdalSel-Drffling,Ta*ngScrevyswa 17 PBS"A, PBSMI PBS65 Embodilled Post Base 4 SDWH274ODG� S00JI127600G. SDWHi SUli'll-127100,03. SM,K�711200(3 ftong-Deve, SDWH TIrirBER-HEX HUG Screw 91 Orili Polar 18 19 Pave, PBvlb PC;44A8, PC46-16: P048-18. FiCreul-16, PC68­16. EPd4e�16_ EIPC46-16, EPC48-15, Round Post Base Pbstcap aa 1 ftilidilillfMildlitoClia M518x24, SB718x24. SBIY30 E!rQdwipj:LX-Mbyfl0n SB Anchor Bolts 5 6 TUNeW212, SDAS1163010, SDWS10312, SOWS1640) SEDWS19800, SDWS1971Z SDVVS72401),SDWS--�5M.--DWS22512. SIDWS-22000. Strong -Drive SDWG FANtAINO Screw Strong-Dinve, SUNS TlPAfM--_R Screwitnterior Grade) 0 EP064-16, EPCOO-18 2 SSTBI 6, SSTB20 SSTB24, SSTKS� SSTISU. SSTBM. SSTB1 6L, SSTF,241_� SSTE Archer Bolts SOW=800. SDVVW2900, SDAS2221 000, SIM-IS221 100, SWVS221200, SDVVS221 500 2D F04Z. PC4RZ PCiii PCBRZ. PC8Z, PC8RZ, EFC4Z, EPCARZ, EP06Z, EPCSRZr Epcaz, Frostcap 9STB25L 7 SDM22BOODBI SMN--�2400DEI SDWS22500013� Sl3WS!M-ffO0f)8. SD6rVS`2280ODR; Strong-Duriv SOWS TINSER Screw (Exterior G rade) Pi Er9duct N.b2difl, fivra bar or Name Product pmripfloll 21 PPB44-47; PPB44-dZ Post aase a SDV%1&"-312DI32, SDMA52251211813 Outdoor Accents Striictael Wood Screw D_ -SC 34L� _P Ds"S BypisEi Framing Drift Strut Cionnectiot (D 22 RPRZ Retroft Post Base FL*13872-R4 9 SCIM2734DOSS, SDIAV'8274OOSS� SE-,WS275008S, SDWS276OOSS, SDWS2780DSS, bwong-Drive SDWS TIMBER SS ScIraw �CE4�'� ' �CR47. 5, 15 -RH0,D_-49V!1 `rK bvpaas Framing Fiiiied-Clip Connisclior EDWS271 CODSS, SDWS271 20OW ISDVV03400 FFHZ�D"'451f16 In F�.­�'�D'54t­0�45 F�PHM-04SI?-,4, 14 Sirring-Drivel'PHS0, Framing-tri Set- Balling, Tapping Screva, FL*J01iii SggL# 1 Prodolatidadel, Numearor flame CMST12,CWT14, GMSTC16, CS14,C_Sl1i CS20�C=322 Produe-1 Description Coiled Steps I ID 11 SrN22 Strong�OnvsSOWV SOLE�T0,R110 Sonew Outdoor Accents Hex-HAad Washer .1 L S 7"7� r L �_; C 4 S a C C S3 P;- 2 2A 3, F ��4 - 5. n 6 X Z__ - I . $feel Friinring C-orinecurr LJ_J 2 HRS6, HF?S5 HRS12, FHAS, FHA2, FHAl2, FHA-18. FHA24, FHAW MIST126, M57-236, steps 97 roll (12 g a) I C4 - I sl��: 4 �15 S5CF, 15, 217, !��5C4 25 506 2L. 2E WSSCC I& Steel S-lud Contractors §2a I ftogugl Modill, Humber or Name FJ& FSA EMduej Description Foundation Anchor 3 NS7148� ?i POST1727, SWST27, SIMST37� Z-IMST48 HTS1 6, Hif-S20, HTS24, i-i l-S 29, HTSS0, H'r-130C Heavy TurstStiaps FL#15363-B ri NIESC_e ',5K','I1 RClnX�, RCA 5. R1 C 41W7, 5 W: r,AQAS R (_'K VrG ��S Klgxf Knee Wall conner-lor <11 2 FRFP ftt Retrofit FoundaWn Plata 4 LSTASO, LSTA36, LST149, LST173, MSTA9, WSTA12, MSTA-5, MSTAI8. MISTA21, MSTIA24 Straps 4S nil (IS g a) 7 f;k-�R-4 -� 5., f,. 3,CF47 5, _V_'13;4z� F, Sr" S4i 1 7, 5, MAC F4 7 Sypa5 Framing Saide-Clip Connector Q_ 3 GH46-6, _01,146-8, 0114", 01148A GH4104, GH!410­8� GFIW6, 01-11664 GHISM, GHOS- 8, GH61 ", GH61 M Girder Haniger 5 6 LSTA9, L-5rA1Z LSTA16, LSTA16, LSTA21 , LSIA24, ST292. ST21 Z12, ST2116, ST2215 L5UPH1 25, 25, NISUBI-13,25 Siraps, 3� mil (20 g a) Bridging Cnnnectri, §2" f EM911!2 MAL NUM L)OF2r NaM_* AS 18, 1 N S 1 AS ri, A S I ft M Eligaill Rwflpti2n 18ga Tru5511"Istes 9 Z�--�S-_,�:Uq- !lKWI 27, FCVVS�,,�� By s Framing Connector 1"5 4 5 GLW& C�L[2613, GI,BoC� GLSWCL87A,.GLU75, OLSTC� GLS70 GLeT51 2, GBLTS12, GILM10. GBILTe'16, GLET520, GBLTS20 Gilularm Boarring Plate Clulam ae-aiing Plato 7 6 LTPS LTS12. LTSI6. LTSIS, LTS20 Lateral Te plate Light Twist Straps 2 11 A52OHS 20 ga. High Strength Truss Malle 20 go. Truar, Plate 0 ii LLJCt; 2�, rA N75Z_'� '_f,26 gs��S 5 -, 0 sirrel Anst conirracitore Gypias From ing Slide-Cl p Strut Con neutc4 FOLOC, HGLBD Gluant again Plata 9 MSTA30, M571 AX ST5216, ST6224� STO, ST12. ST18, ST22, MSTC28, MSTC40, MSTC,-2 Straps 64 mil (16 4 ASHP Hinge Plate Connector 12 Z I 13 4 �? I 14, X L S H 7 5 8 1 d #14-14 Stroirig-Drive ALSI-i Shoudefool Setf-Drilling, Tapping 6 7 HGLBA, HOLBB, HGT-2, HGT-3. 4Gr-4 Heavy 14 a a � v y G i of a r To iyJ c w rr 10 tomes, iftisr-c7e, Srrazui On) Stir ups M mi 1 (14 0 8 UFPIO_S= Universa I Foundation Plate 11 MTS12, WITS18, MTSIA MTS20, frS30, MTS24C, MTS3DC lrlediurnwistStaps i ��all 015, X", 1 P - X,��,S-2114 X,:�11RTZ114-1 5< X07,1,,Sl�12,1, XQ7G31 224-311- 412-14 and 912-24 X Metal Sell-Origing, 9 URFP` Un"m I Reboft Foundation Plate, 12 9BI.56, SlB1 R1, 902-06, Sili E-4132.56, SIB2,S8,S1B3A2_ SrEKL 56. SIB16Z SIB4,06, &54.12, $154 28, Sfdr;�715, Top Flange Joist Hangers rim =14!�jf�24 XQII,IDI-24-�251< S 1 '1 S ? IF16 XIFIO�r-414 X1arnF,_lA,3 5K _Upp�ng Scrows 13 SEA2.120, SSA2.12110, SrdA2.12112, SBA2.12/14, SeA4.1&8, &IIA4.18110, Top Fiange Joist Ha rigers AW EsdatM29W. Nakm2ruggly MA41SA2, &BA4AUI14 I ET HP Adhesive Archat fix Goviurtte 14 SPH I A Hurricane Tie 2 GAC, GDP, GDPM-50, GOPM-75, GDPM-I 00, GDPS, GW-60, OW-75, GW-1 00, GTH Gas-actuaged fasteners *ad assemblies, < 15 S(H OSS� SlHOSS, SM10S, ,:YH 01 DR, S(HDI 5S, SOADI15B Holi 3 PDPA, PDP4-K, PDPA�MG. PDPAT, POPAT�K PINW, PITfWR PKWP�WF PDPAWL, Isowder-artuated fasteners threaded studs, and assembl:��.- 16 SlH DU4, SiHDU6, SfHDUg, S/HDU1 1 Holdm�ms PDPNOO. 14G, PSVL3, PSVL3-K, PCUDPA, PECLDIPA, PTRHAS, PTRHA4 __J IT slicT, SlHJCT ioist Hangers 4 SET-3G Adhesive Anchor for mnctetL 0- SHEET NO. March 6, 2023 FA 1 NJ oo > MIAM (D 0 XUAWDAVECOUIM PG1, Indii,r. tile s� 111c, PRODUCTCONTROL SECnO.V 'PG'T Indintries. Inc. 0 2 I IM Sur 26 Strff�'ROFAI N(Yn E ()F A EPT.,0` (''E: I �-IIIENCE SUB'.NUT TED NOTICE OFAILCTYI AX(T, Q E !-,t"It-NUTTED Ila_ DEPARTNIENT Or RZIUMAXORY AND ECONO&aC RESDi OLM) M Flondmi 33 175�2474 (D BOA99,AND CODE AD3W%S-MTlO.VDrQ%0_N f Cn .9 C/) NOTICE 110FACCEPTANCE (NO -AL) li, E i idence submitted under prel-kW. NOA 4, '��Ihawa Data 4,1 ReS1101,11reS, (4K), (D R. TESTS (continued]) PGT Industries, Inc. A. DRANMGS 0 = 0 (D 1070 Technology Dr*%i L Manufacturds. die drawlia- Test report on a 1 Air Tluffta nanon Test per FBC, TAS 11 02-94 gesand �ections. *__ERT1F1_( ATl()NS 0 North 1"enke. FL 34275 fStiAmi under.V0A.Ve. 11-616- 04) _1 Umilonn Static Air Prmsurt Tea. per FBC. TAS 202-94 .0 1 0 Pz� 'I ts�z,,ed` lo V v, E=usion Limited fcTibeir C) 3 1 Water= Resistance Test. per FBC. TAS 202,04, iSlc ' ��'7 J�:�t SCOPE: Dra-ving No. NED-5570-0-titled'-Vinyl Sliding Glass sheets I 41 Lari Missile Impact Tm per FBC, TAS 1-0 1 -94 -Whu'e Riall-Al Pl-(-' F mErtoi, Exn-wwjus for 'Windons and, Doors". dated 09-1 U) C:) > This NOA is being awned un&r the applicablerules andregali go%,aming the use of covistructionmiteriatL71k- through 21 of 2 1 prepared by unmuf �crtuer, dated !0,=-O-,;Il iti reiiiii A dated - (D 0 beenrevievved and accepted'byMam-Daide County REP--litroduct Control Secwn to 042051147, signed and sealed by Lynn N-Itiller- P_E_ 51 CVrfic Wind Ptesswe Loadingpeir FBC. TAS 203-94 expa-Mg ',)n 0P C/) (D C/) be used sm Xanu Dade Couaty and otheramisitare allowed by the Authority lim-alig JWiAi (AED). 05-1 lcomi EW; Test � per FBC- TAS 21 022-94 ,'�ntice of 164:1910,08 v,�upd To Exint4on Limited thm -%E along W, t, jj��Ijk_f�, - t,.,N, Ex"Wdorts foi- _E 4M_j S I N This NOA shall notbe valid afterthe expirafirandate, vtatedbelcmr,,Tb,e�Nbarai-�Dade Cbmu itb maiked-up drawnla co yPiodur.tCoutrdSfttkn B. TESTS gs and installation diagraria of vii slidutigglass door,prep-,u x 1000 Tan ifl-, auti 1'. hu� Ri.,b] p1i C, Exteriol i Nfiami Dii Coursy),ituborthe AKJ (arareasorber thanNitiourn Dade, County) reserve the uight to have this 1, Test report on, Uniform Strati Air Pressure Test- per FBC- TAS' 202) -94 byFeriestrationTest' Lab- Inc -.Test Report NlTo, FT1,9541L aiated signed asid! and 1 lt5 e�- 9 ,1 Ing " tntsto 'ii ji��,�)!," 1 - . is Lonited for their ataronalepur P. producit or utraitial testedfiar "lily pmdticito:rma.terigi4iL-toptdomin&e,alcee ted. 21915 1', lve,J Q 'XIII P Large Nfissile Impact Tesi perFBC_ TAS -70 1 sealed by Idalaiis0r4ga, P. E_ (Test reiport revised co, 11"04445 and 02,1111111,6) answer. the sumatfitcrater will incurthe expense of suchtessting and the AHJ mayinsinediselytev, oi aro di or fy Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 -3rcown iC aaw-t� (Rabiteld o i L, a uAaafe4`1 llltite Rjgi�d P"N"(,"Exterior, Extrusions for suspend the use of such product or material within 4teirjurisdiction. RER reseri the figba to revoke this I along with muked-up, draw ings and installation d of vinivil sliding glass door, prepared 211 U Static Air Presiare Test, per FBC. TAS 2,02-:94 Wlndo,vt and Di�ioi - J .�I (i 81" 1 z,� I C lazam e=xpatm, on 091`30." 19 acc ep tance. if it is determimed ky Ifiami-Dade County Product ContrulSec tion idiat diii-s- product or material fails to '12 �.ved ETNIE:Kiii Fenestration Solutions USA, WaterResistance Test Not c-ii- eo T �L�,c t 'N 0, 1 "'i - J) I byFenestiation. Ttsting Lab� Ini Tst Report No. fn 8711 dated 11�0711 5- si -1 1 � of Acc meet the Irequirements ofthe applicable buddiag code. pea ania 3 per FBC- TAS 202-94., 1 f des Rigid PVC Eiretior seakdb�,rIdahnisOrrega,PE-(T�mrtpmrrv.L,�,tdonfl-'-I5 xand,0222416) 4� Impact Test per-r-RC, TAS 2201,04, ln-c. f6f 111W VN Y46 and Lizhurr This product is apiptuvred asdiesciribedhesein andhas been dei to comply wilh the Flonada Buikhng Code, W�_ � - A � f i 1 5) C W, ind Presme Load�n;E per FBC. TAS 203-94 on 02:� L mcludwg dit Hi!4L Velocity Humcane Zone Test report on 1) -Aar lafiltratior Test. per FBC. TASS 2-0Z-94 EXR-11slons ftn`rk,indowsarid Door- d 1 e 09 1 '.6- expirin N �' T 4- C-- Vi" z"i, ii t-T'A;,K It "'; c) 1 Z1. 114 i�i� f NEER G1 F ertest ration Sohl-tions USA, 2) Uniform- Sta1i Az Pmsire Tei per FBC7 T.AS _202-94 along withmark-ed-up and installation diagrain ofvtnY1 slidmg glass door, prep DESCRIMON: Series 'SP011770" N*fii Sliding Glaas Do -or (Reinforced) wi�i 900 & Ir-0 corners-LML 3) Water ResIsm ice Test, per FBC- 1ALS 2-02-054 ky Feaestrifictu Tesiting Li Inc.., Test Report No- YTL 95-511 dated 1115. signed ani 111�, fi�T Theff� - El andl.,4I Shack- of C ip (: oated Rigid PI-Cliterior APPR0A-_ALDOCt-_W_N-T: DrawingNo. -MD-5.970.0 Rei fided"Vinyl Slidukq Glai Door NOA slites -trusiur X '� 5, 16 4) Large Missile Impact Tes,l per FBC� TAS201-1,04 sealed bvIdalans Ortegnx, P. E_ (7astreport revised on.02-15CO1,6) E,:t ts Doori` dated W1 I 5� expiring on 04 16120� "; , 11 P. 1.4j_rtj'�q�,(J.j I through 21 of 2 dmd 10�0)15 and last revvised on OnV21, signed and seaied by Ili,",, ii.)Tgll;�,e al J 111), 1.14ued - o El,;�-F. R G I Fenes; ration. S olutions UTSA, A. Lynn Miller. Pi beat ig the.Nlianti-Dsai County-ProductCoutrol, Reusionstamp-with the Islatim of 5) Cyclic"iXi"Ind Pressure Loading per FBCIT.AS 203-94 7, L est relpirl on, I)LInifonu StaticAn- Pressure Test. pei- FBC, TA,S 202-94 11, 1,, 1 6) Forced arry 7 est, per FBC . TAS 4 21 L Nfissile, InTact"Inst per FBC, TA S 2(11 ­104 11v � f�'bir llriln, '11111u�,;tigld 1IN" f.''Tterior E xrru-�,fi for Windows and Doors"dared Acc eptiance, aunber ad expiratioudde by the Nfiatsii-Dade County No dtx t C o nuol Se c hoit. w I , I oi�, (' i� " i 1',�­J�",. r 11 ii!i � � Li[I v along v I;ifth nmrked -up drawings and iiiastallation d iiagran, o4bu miyl 51id ing glass door- prepared 34 Cvck Wind pressure Loatlina-ver FBC. TAS 205-M 1)i:1Q1 i I-' Y_ if�X,Pvuig AMINSUX h-1P_-VCTR_kTLN,-G: Large and lanpactResistant -0.9 - k� -84� bi,Fettestra tionTesting Lab. luc.. T.-si Report No.FTL 8546. dated 1 L`061115. signed and j .: - 1 ­1 7 along with nxked-w dmisitap and Installation. dnt;�mm of vunrl sliding gla;srs door- prepared 66 3_2", i3, per _- STW M2 f- -­JAS' E)­'�3�� ti:v LXXOi,�A toVision Extrusion for cellulosic t. See table I (sheet 71 and tabike 2 (sheet A) forappheable SGD unit sim, design pressures. reinforcements q1M. sealed b,,, Idalalis Ortega, P_ E (J'es� report revk�,ed on 01 '0416 and 0211,201 bt, Fenestration T w� Lab. Inc.. Test Report No� Fn 66-18 (saulples, A. -I thru A-212). d aao� D, 1 2 3 Test report on 1) -Air Iddtratioi. Test. per FBC. 1AS 2, 11 19�10_ simed and sealed by Jorge A- Causo, P. E. tSubiniiii under.VOL-1 ivo. !.I - glass types, allZi3ef(see tables B-1 & B-2, sheen; 7-9) andanchorlayout sheets requiLrements M I I thru 16, - -14 Y -7, 2) Uniform Stati.- Air Pressure Testi, pet FBC. TAS 04) 2. Ri WItite Fvri Tan fNion-wbite) Ri id PV _o FC andBroviiiin coated (PaistsedorlasrLuated)wbite Pupd PVC tob* - Iftration Test, per FBC- !AS 202-94 --c-c-� No- Z�d to -�n, America_ Ini toy their labeled per relereamd NOA7 s requitiremeuts. 3) Water Resistw ice Test. X FBC. TAS 2 8 Test report om 3� Egress operable doors mmt comply viiii min clear widithor heiglit per FBC re as appi 4) Large Nfisdle TEmpact Test per FBC= IkS 201-94 2) Uniform Static, Air Pressure Test, per FB C'. TAS 202,054 SenrvvG.L-v�JLE 1 ix Jeai and 1�1ifo lutt-rhaviiii on 07,04-118- qatritli 1, I - o c e?-p- - _1 I I 1 0 11 -,�s u ed It o E.v�-trn,, - AmenC f 4. Pio c1ret Av alls undin. separate appI to be reviewed by Budding a 51 c iial C- UT17 yxiiii: Wiad Piessure Load' per FBBC� TAS 203-94 31"ti Resistance Test. per FBC, TAS 102-94. cl t � ct a Inc or their -and Color PN7B laterlavers expaing on 0 7,1083 9. L.ABELING, Eachunni ohall, bass a pernamest label with oi city, stateandsenes and 6) Foitred Efttry'."Lest,, per FBC,, TAS 202-0 4) Ixge Missile Impact Test per FBC. TAS'201-,9,4 (hmi following statesnant: "INfiami-DadeCoi Pro(luct Comi Af proved", noted hereir. alow xvith nwked-up 11axivuIgs and InStallation, cl�iagntui cif vai sliduig doct. Prepared t 5) Cyclic Wild Pressure Loadingper FBLC`,'1A, 203-94 hy FietiestrAion'lesting Lab- Inc.. Ti.,wt Reort N,im, FTL 8541., dated I 22,�111`14,1111 �5i:ii signed, almd (�i Forted Entry, Tnst. per FBC'. TAS 20244 1 ;3 T:011f EN-1 S1 RX.NE AAAL of thisNWA. -:h& be considered after a rece%vei applica nou has been filed and there has been no I z, - I , 'c�lli.li:Mlafld,el "TilYBC-514dirion (2014) and FBC-61s Edition change in the applicable- budding co de ne gatively aiffect* the pelfccoaaace o f this produ ct sii�aled by Idalmis Ortega, P, E. (Te,,i report rei% isiled oa 02 1 5,� I along with tumted--up dnwti and installation diagam of vinyl shdui I lass door. o 9 9 1 d 1 it ell 4- Test report lc�sued I-V 1V vfactufeF dotte OR, 1. 4' 1 7 - s�qned& sealed , Lymn hildlei P�E- TE`WXM.%T10 Nof tilit-v NNOA will cc cur af ki ticin date or if these ha-_ bei a rerisim crjr change in the, on 1) Ak Infiltratioi- Test. per, FB C. Tli _102-94 by Iby Fenestration Testing Lab- Inc_ Test ReponNo-FTL6337 (samples, A-1 thruk-5,1. datt�d - � - _ii� B � nc, finavv.:, ated, M1 2) Unffoom StatiL Ar Pressure Test. per FBC_ TAS 202 -94 11106 :10. sigmed and sealed b-v Jaree A. Caui R F_ 1.5ithilinfited underIV0.4 JN`o. 11� 3 f�y c -I! ail ere,,t_ C 14 7� b n signed material-, use. an6ormanufacture of the product or proci - Nilisuse of this N_10A as an endootserineut of any proi mi U P for saks. advw4mg- 1mr a---.;- otheTpurposes shall automatically teriordioate this NOA. Faidureto complywAh awr 3-1 Water- Resitmice Test. per FBC - TAS 202-94 010 7 09) b-v L P U. sec tion of this NOA shall be cause for tenninafion and r­�vai ofNOA- 4) Laf ge Mi-Aile lqmct Tev X FK - T-As _20 1-94 -kD*%7ERTLsEmE--.-T-rmNOAnumberpfwededby*-- vrords.Niliami-Dade Courriv- Florida- andfollowed N th -03 7 1, S' -C -7 by e 5 l Cyrtic- Wind Pressure Loading per F-BC !AS 2 --i C� CALCULATIONS 4, IKE N. T ?f I 1attid 0- 0-51 _sipitd by, Ishaq Ckanda- P-E. 6j) F;rced Entry 7est. 21 expirawn date nw � per FBC. Ti y be di*ayedin advvIttising literature- If artyportion of the duallkred. then it shall be I Anchor verifican calculations and structut-itl mah-sis. compi with FBC-2014, done in itz, entireor, along ai mark-ed-upt drawmp and iostallation diagram oftirryl sliding G, ()TI-IER glass dooi prepared prepared, I'm PG*E d Ited Z2-� I t 1' 1 idn�tri f or- I heir "Eies of=�k-t:Xia 'Ce- ""'a 15-12 10 01 11 J[ 1 1NwC,n0N.,:.k cistiveftins eatireNOA shall beprovicled to the user by&emanuntortueror its ilifisitributorsand b.y Fenestration Tesiting,,Lab_ Inc_ T,�--st Report No. TTL -9 4& dated 122?0+15, signed and P.E. (.9ribitarkred urider,A70AN& JU-12110i,01). thereq%ei thie'S"'ditilsOffic se�aled by,lidaduns, OftrgA, P_ E Ji report revised on 01,,1044 6 and,0211 I 116). Vial'I'S4idhg, (':;Iocsj��Dotn iReof0j­(,1[L) JiN' 21, L 1 lli�i i eXI)XIM9 on 04/14,11'21 Y I-iottii with,ASTYEE­13100-09� This NOA revises & renevirs.N0.4, 02 0-0419AS and cousin �t a fithis pap 1, 7 E15,&E-6 as well as artian --ml document mentioned abin-e- Lh a q L Clai PX lifiaq L Clioni P1 Isi L Clumi Pxi, The submwed 4ocuosessaftion. was rmiewed by Iiiiiiii L Chand-aii. Fl. Product Control Wt Super-rhor Product Control Vult Sortai Pnodav t C'oviorol Unit Supi 4 14 _0. .Dj -X0,A WMIL*" Expl"tionDatet -April 14.24i Expiration Date-. Aprill.4.2f�lf� ExpirotionDi Aprit.24 jq��.. XpUrtionDaw AprilN.NN Approval Dart- Nfarch 2S. 10i Approval Date. NUttich 21 - ..Wroral Daw- N.Earch Z.A, 2.01 J Appi Date. X-tarth 2A-, 1.0- Palo I E -1 E 4 _F PGT Luhntrirs� Inc. CGI Windews, and Doors. Inc. PGT Indu-stries. Inc. NO-RCE OF ACCEPT-kNCE EVIDENCIE SVB_M1rrED NOTICE OFACCEPIAN_CE� EVIDENCE SUBAMTED M21-110E 21 Q:W 'j r-UjgjjLD 2. 11dence Submitted under PreTJQnS S CERTIFICATIONS fconrinue)i ubmittal E. XL 1 New Evidence Submitted 5. Qui Pan SigglL Saacer Stand., � 1A clorolItYling ixith ASTM C518 T A. DRAUT qGS 0.88 1 BTU -in/ br. -ft`��E ASTM F 124 9 17R­P��xss-, AST"M D3985,()ix1,1'F A. DRAWriGS, gen-PaSs'. ASTMAE 'I. DrsavingNoi NED-5570.0 Rerfl. titled "Viml Sliding Glass Door N10A sibeets 'o C11 11 21901.G. Durabifity-No Fog-Passs_ iSubmined underpreillorl, A70A.Vo., 15440tl.05) 1, Drawing No MD-55770.0 Rey B. titled "Via-vi Sliding Glass Door NOIA (U, sbeets I 7. through 1-1 of 21, prepared byssitatrufacturer. dated l0ii05.15 and last revised on tbrougb )I of -11. prepared bynianufacturer. dated 10j05ii and last revised on02iA0Ii,21 04i=210. signed and sealed by A- Lima Miller. P.E. 6- Quanex Part DjUise compbrin-z with ASTNI C-518 Tbermai ConductAity. 21-2, 157U-ia-, j signed and scaied by _11L Lvnn.'vlWff . P.E. ASTNI F li WVTF�-Pass. ASTIM D .14'_ A-mou Perinmce­Pas�s_ ASi E Note: This revision, consmsseplacement ofsame existfing mstallation sarw withfiathead- rim B. TESTS 2189 I_G_ Durability -No Fog- AST-14 E 5546 Den Point Development -201F mi 48 hi 1. Tm reports on: 1) Air Itfiltration.Test- per FBC. TAS ZD2�94 (Submi Ned is it deriiI X& 15449. 05) 7 -ision F_xtrusion& Ltd. Parts con pbing with PX7C-,AJii2%,1A 303-13.,Vokmtarv'.Specit-c:-i*Lt."-M & TESTS 2) Uniforin Stark Air Pressure Test. Loadiag per FBC. TAS 202-94, V 1. None. Virtual Review Assist, Inc. 3) Water Rewtance Test. per FB(% TAS 202-94 f" Figid Pohnwiuyl Chlonde TVC) Extenjor ProMes, for Visaoc 11 Extrusir, u4s,,Ltd. A 1 b- Plans Review completed and approved 4) Large Nifiaide Illipi! Test pet"FEIC, TAS 201-94 AAMA Fenestration Exaerior Pror�,ilc (''ertification Prognan (Subil i'll,ttier, A.()r,4 Xv, I or compliance with the 2020 FBC 7th Edition 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-6A ahr PX2300 along withinarlted-up d , rawings and installation dia aruofal1PGTIb4ustfies,1nC. 8, L None by Debra Anne KI, gr reptesentathm unds listed Wow and tested to iluality Dowsil 791 and Dowsil 983 silicones. (.9ribuifted rtaiider.Y0.4.No, 135-04905) D� QUALITY A SS171UNN CE .J prepatd by Fenestration Testing Laboraitoty. Inc. . Tea Reports No. �- 9- PVC -A. -AMA 303-13. Voluntary !�pecification forRipid Pu Chloride (?VCj F_xlenor 14 1. Miami -Dade Department of Regulatory and Ecoano-tai Resources kRER)- FrL-4 $97, Pi PW5520 P`VC Fixed Window (unit 6 in pvpoi dated 09it3l. FrOfikS for VISi0n Extrusions. Ltd--VEX-1 bv A�AA Fenestration F-verior Profile FrL-20-2107.1, PGT SGD 780 -Alumimm Sliding Glass Door (unit 7 in propoi FTL-20- Certification Program- 2101 PGT CA740 AJI= Outsiwingg Casement W-indow (unit 8 in propi Fn-20- 10- Notice of Acceptance No- 18-121-.14 issued to Energi Fenestration Solution. USA_ Iai fix E� NL-kTERLAL CERTMCATION'S '211(ri PGT FW`7620A Alunurium Fred Window (unit 9 in propi and FTL-20-2107.4. their --Tan 3040 & ftht shade i non -white) NVWte Rigid PAX= E a; te0or Extrusions for L Notice of Acceprmce No. 19-0305.02 issued to Kurai America, Inc. fortbeir > PGT FW77620A Aluminum Fixed Whadaiiiar lunit 10 in proposal) dated 07f 13/20. all signed Windows and Doci cxpumg 0:10104.`21, "Trosifoll UltraclearT Clear, and Color PVB GLiss'Interlayers"', expiring on,07-V6`24 0 I andaealed by, Idahnis Ortegal, P_E_ IL Notice of Acceptance -No. 1"121:.02 issued to Energi FeuestTation Soh3itax, USA. III-c- for Notictof Acceptance 'No. 17-0909.0 issued toKuraray America, Inc. for their their senes, AN'llite Rigid PVC' E-,, rerio r Litrusions foi- Windows and Doors�'_ exprting tvi "Sentli-GlavI. (C-lear and Whitvi) Glasq ex g on 1[it"7104,23 i, panni, r"I''.1 CALCULATIONS 0_1 �23. 3 Notice ofAicceptance No 18-1106.10 issued to Visiou Extrusiii Lialited for L Aw-hor verification calculations and sinxtural, analysis. complying Ivith YBC 71 121 Z of Acce I lEdition (2020). dated OV2120. prepared by facturec. signed and sealed bv ptante No. _10-0203.03 issued to Ener gi Fene-sTratuan solutioll, USA, Inc- for Coated (Painted, or Laminated V�i'hite Rigid PVC Exterior Extrusions, for lAbdai their "Bronze & Nght shade ciziiip coated White R*d PVC Exterior ftirt-usions for- and Doors-_ e4-rm. -no 054-30!24, AnthoqyLynn.Millei P=E_ Windowsandtloorsi expirin a04,16 4 4- Notice of Acceptance No- 18-1106. 11 iss� to Vision Extrusious Limited for their sen!�� I - _g o�_ , 25 Z3 Cilazing coiniphes with A-STME1300-04.49. -12 and -16. "VE 1000 Tan '102 and lighter shades (,N4 on-YNlitc) RI-gid Cellular PVC Extertor ,in F. STATEMENTS E-umsious forVA' doi and Doots'-. expiring an 12�1. 2 D. (XAL1TYASS113LI L Statement letter of confannance to IFBC 76 F-didoin (2020IL_ dated 04;22-220. issued ti�y Miam�ade Deparitinent of Replatoryand Economic Resources (RER). I manufacturer. signed and sealed by Anthony Ly=.Millm P-E F. STATEMENTS E. NIATERLAL CERTff KATION"S 2. Statement letter of no financial Liiteresi and ofindepeadw_ issued 11�y inanufacrituer. dated I Stateinn rr letter of cvtmonnance to FBC all Edition (2020), daled 020LCI, W-lai t�ir 0 I., Notice of AaepraticieNta. 19-0305.02 issued toKuriatay America. Inc. for their RE signed -and sealed ky Anthorly Lyr; Miller. P-E, Prnote, L,abi Agreenaera document between PGT. date 0130,115 and signed biii= at, '*0 PriTi,aile, Labehaq Asareclnent dated 0,31,11108,1,22-11 betwem PGT Industries, Inc. usdi C13 "Trosilott I'lit'aclear, Clear, and Color PVB Glass lutertayerf'. expiring on 07%2C iavolved parties, Wind, ours, aird Doo rs Lac si gne id by Dean M. I.Wart P I V k. Engincerini on beh, Notice of Acceptance No. 17-0908.02 issued to Kurarair Amelia. Inc. forth& both con4imnesi. (Clear and IN -hire) Glass luterliaTers". exTifing on OTi G. OTHERS CL 3- Notice of Acceptance No- 134106A0 issued to Vision Extrusions Limited for their L Th6-NOAre-%ises_NO.46#1 -042-0-CIE -,_PTiiiGI) and upi to FBC1020 (71'Edition- G. OTHERS -Broi Coated (Painted orlam In led) Ulite Rigid PVC Exterior Emirrusions I- This NOA, YeAlw & renewsNI-0-tt 20-0429045 (PLA wli expiring "'14!26. expinng 0+21 ;2l. - I The current ass Plk CGI f ile #021-0 2 055� 01 expiring f"Wradows, and Doi eqximg on 0930,24. 1 RE_R-_ 11;i proposals 19-11 -55 dated I 1 &20 a pproved by I shaq I Chari RE. expiringr 04,14/26. 4- Notice of Acceptance No, 18-1106.11 mited to Vision Extrusions Limited for their sem �-A*E 1000 T= 202 and Fahter shades (No"Illei) Rigid Cellular PVC 04iMl- Eltfflol E xtmslons foi Wi a dews a a d Doo i s". expiring on 112 ,1- 9 12 1 f I*Laq L Cltand3, FX, 1, Chanth. Pz� I:kaq 7. Chami Pli Product conarolUnk SUPOI Product Coutrol Irma Suporritor Product Control 1nu $uperriior N-0.N Noi,, 1.1-0101t.-A3 NOA NO. 211-0110.1.03 NOA, N-01 211_01205�03 ExpiradonDate" Nptil 14.20:6 Expiration Dal#. April 14.!016 __j Expir*fion Dow- April 14, 1014 Approval Do to. Hiiiii 2.1� ZQI kpproval Da-i Afarth ' .9_40i a- ApprovitlDi Nitarth .10211 E E -6 E 4 SHEET NO. March 6, 2023 I I PA 1.4 0 0 73 > 0 7:3 MIAMRS a) Q_ 0 1NW PRODUCT CONTROL SECnON a) 0- 0 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast�Crcte USA, LLC DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 I = M 7:3 CL BOARD AND CODE ADMINISTRATION 0111SION Miarni� Floridh 33175-2474 (D EVIDENCE SUBMITTED EVIDENCE SUBMITTED V T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: NOTICE OF ACCEPTANCE: E—IDEACE SUBMITTED CZ NOTICE OF ACCEPTANCE ffQA) www.miam1dade.zov/ec000mv 0 -0 C/) Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 0 -0 - r- 3, EVIDENCE SUBNUTTED UNDER PREVIOUS APPROVAL # 12-020932 5. E�`1DfNCE:'i1BNllT ,�N DER 1' 1111RON"AL # 14-0903,03 (1) 6324 County Road 579 Al. DRAWINGS A. DRAWINGS Ilk, DRANN'INGS 0 0- C= Seffner, Florida 33584 1. Drawing No. FD4612, titled"T'n cast and Prestressed Lintel Details". sheet 1 00. L Dra-vtingNo. FD4612, titled "Precast and Prestressed Lintel Derails". sheet I of 0 LL_ - rllra;�l anal Pre- ire-vxedLintel Details" sheet I of CU 0 J prepared i Craig Parrmo, P. E � dated March 24, 2003 and Dri Aill LT4612, filled 0 > 1, prepared by Craig Parill P. F., dated Alarch 24, 2003 and Drawing No. L �l .1,7461,7, 111 4" 6"1,,A- 147 SCOPE: "Cost -Crete 4 �', 6" & 12 " Lintel �q/r Load Tables i sheers I fhroug�i 1- qf.3, prepa, retilby E 2. _�,re -is, hes,,( revisiao? dated 06112,111,14 all C . J." & This NOA is being issued tinder the app�icable rules and regulations governing the use of construction materiaki. Irl orrino� P.E., dau%lMarc,li 24,2003, last revision #1 daledzipril 28, .2003 both rz­ -4 J? C U) throti 3 of'3, vIrepared hy Craig Parrino, R K. dated A-16rch 24, 100, lost PrOpared. va, iell talj pali-rittet, P_F . on 08119V74. The documentation submitted has been reviewed and accepted by.Miami-Dade County RER- Product Control drmvings signed and seated by Parrino, P E. - C- CO Section to be used in Miami Dade County and other areas where'allowed by the Authority Having jurisdiction revision dated ilvfarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on K ('ESTS (AHJ). B. TESTS Arfarch,22, 2012. i All 1. Test report onflexural testing on 4 16 ­& 12 " Precast Concrele Loitels Filled and I B, TESTS This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) coll,crete lintel specimens, P. er ASTM E- 2 9- 9 -4. prepared C�� -k L C- U L A4 10 �N S Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratorh Y, Report No. 304NN, dated 04110103� signed and "Vone. this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed,li Chrisl9phei-A. Hil P. E. C. CALCI,LATIONS C), al'g Parrill P F, s, igm'E I ".ind sl�vall by Croigl'larrl Ill [K. accepted martner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Alone - modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revokt: C. CALCUTLATIONS r1 1- -':: Al- ITY A S S3 11 R A N C E this acceptance, if it is determined by Miami -Dade Courity Product Control Section that this product or material L Calculaiionsfor Cast -Crete Lint, Is, dated 0512910-3, 207ptkps, prepared by Craig -1 � I � D. QUALITY ASSURANCE 0/ ail,u � Ec� irlionfic Resources (REJ�). fails to meet the requirements of the applicable building code, Paril P. E., signi andsealed.by Craig Porrino. 11, E, L By Midini-Dade County Department of Permitting Environment. and Regulatory,llwff�zirs_ Z Calculadons for Cast -Crete Lin it, A. dated 05,1219103, 140 pages, prtpoill by Cil E. M ATE ki AL CER'll"I H CAIJON S This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, RE . signed andsealed by Craig Parrino, P. K E. NNIATERIAL CERTIFICATIONS Alone. Zone of the Florida Building Code. .1. None, F DESCRIPTION: (Cast-Crete),41", 6" & 12`1 High Strength Precast and Prestressed Concrete Lintels 0. MATERIAL CERTIFICATION-. F. 0"I'llER APPROVAL DOCUMENT. Drawing No. FD4612, titled "Precast and Presumed Lintel Details". sheet I of 1, 1. Quality, System 11an ual 1i OTHER i Lnfer "'rorm Cz,[�I-Crele LS,4, h-,C, ciel 08119,12014, signed and sealed kv Craig _)br Cast - Crete Machine -.4faide Precast Lintels revised on May 1. 1 ceill-t6in2 Comr!"i ni i- f t the Plorl B ;uilding Code, 2014 Editiom ared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast-Cretr 4", 6" & 12" 2002, L Leifer from Cast -Crete Corporation dated February 03. 1012, signed and sealed prep t-a J? z Lintel Safe Load Tables", sheets I through 3 of 3, prepare(] by Craig Parrino, RE, dated March 24,2003, last 2. CdTf-Crele Quali�yvstetn Afani,al for Prestressed Producis dated'2002. ky craig Par�rino, P.E., ceri��J)ing twiripliance rtith the Fh�widal?uilding Code, 2010 revision dated June 12,2014, all signed and sealed by Craig Parrino, RE, on January 22,2019, all bearing the Edition- 6. Elt,?IDENNCE SUBMITTED UNDER P R 17�'VIOU S I,-k"11PRONrAL# 17-0821.18 Miami -Dade County Product Control Revision starnp with the"Notice of Acceptance number and the expiration 2. EVIDENCE SUBNHTTED LTINDEP PREVIOUS APPROVAL # 08-0-320-09 A. DRAWINCS date by the Miami -Dade County Product Control Section, A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL # 13-0321.07 a c MISSILE, IMPAcT RATING: Large sold Small Missile Impact! Resistant 1. Drawing Aill FD4612, titled "Vecast all Prestressed Lintel Delads", sheet I of 1. 1 prepared ky Crail Pareil P.E., datedMarch 24. 2003 and Drawhn:Z No. LT4.612 rided A. DRANIFINt"S LABELING: Each lintel shall bear a permanent label with the manufacturer's name or lop and the Miam i-Dade L -- Lintel .'%l Load Tab' ", sheets I through 3 lol'3, prerared ky J\-onc. "Casi-Crele 4 ". 6" & 12, County 10140. Craig Parrino, RE, dated Alarch ?4, 2003, last revision dated March 11, 200& B. TESTS RENEWAL of this NOA shall beconsidered after a renewal ai plication has been filed and there has been no '11% 1 Ctil I Il �T 10 N, S P change in the applicable building code negatively afTecting the perfomance offbis product. B. TESTS z TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any Q if _,,l"AT Y, �SSURAN Cf--- C. CALCULATIONS product, for sales, advertising or any other ptirpcnes shall automatically lernibliate 1his NOA. 117'ailuic to comply with I e, 1. Nbi mi any section of this NOA shall be cause -for termination and removal of NOA� D. QUALITYASSURAINCE E. "YlATERIAL CERTIFICATIONS L By Miami�Dade Courill Department of-Regulalory and Economic Resources (RER)- I ADVERTISEMENT: The lill number preceded by the words Karm-Dade County, Florida, and followed by D, QUALITY ASSURANCE the expiration date may be displayed in advertising literature. If amy )orlion of 1110 NOA is displayed, then it shall T B�vllv-lianl County Building Cade Compli (�fte. be done in its entirety, E, INIA'FERIAL CER TIFICATIONS 1' 1 -1 E R INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. CERTIFICATIONS L None. Colnp,iance I eiferwidlllhe Floril /�'Z?dahng Col "017 Edition, issued �y Cast - shall be available for inspection at thejob site at the request of the Building Official. 1. None. Cl-e,,e 1 "SA, ]Ill duled M,0&1 si,�;�,nea 1-41�-sealcd oky Craig Parrino, PE. A A" ThisNOA revisws NOA # 19-0130.14 and consists of thispage Lr evidence submitted paggesE-1,E-2,E-3, &4and If E-5 as well as approval document mentioned above. ffelmy A� Maltai. P-E., M.S. ��elniy A. Makar, P.E., M.S. 4:7,/Hefiny A. Maliar, P.E., S. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. I I � �, I Product Contro! Section Super vil Piroc u4rI Control Sectiol n Supervisor Product Control Section Supervisor EC UNTY IM NOA No. 20-0630.15s Expiration Date: 09/11/2023 Expiration Date: 09111/2 3 Expiration ate: 09/1112023 Expiration Date- 09/1112023 Approval Dl 08120/2020 Approvai Date- [19/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20f2020 Page I E-1 E-2 11, - .3 Cast -Crete If S ,SA, LLC Ca t-Crete USA LLC NOTICE OF ACCEPTANCE: EX71DENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUIBMITTED l EVIDENCE ST.."MMITTED UNDER PREVIOUSAPPROVAI, 9 1.8-0424-04 9. NENN11' EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TEsTs 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS JUL L Xone", 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miaml County Department qfRegulairmy and Economic Resout-ces (RER). L Br, Miami­,D(l County Deparill it of Pegulatory and Economic Resources (RERv 0 E. MATEPL4,L CERTIFICATIONS E. INILATERIAL CERTIFICATIONS -6-0 1. None. 1. Morl virtual Review "Assist -Inc. F. OTHER F. OTHER Zeview completed and approved Plans I tion L Compliance Letter with the Florida Building Code, 2017 Edition. issued by Cast- 1. Compliance Leiter with the Fl�,)rida Building Code, 2017 Edition, issued �y Cast- Ince with the 2020 FBC 7th Edi -0000' for compli" Crete USA, Ina, dated 08108117, signed & sealed by Craig Parrino, P-E Crete USA, Inc., dated 0&081:71 signed & sealed kv Craig Parriii P. E by Debra Anne Kkahr PX2300 8. EVIDENCE suBmiTTEDUNDER PREVIOUS APPROVAL # 19-0130.14 2,. Coloildiance, Letter IiIiih thel;l widaRuilding 120.20 h"Idil issral d Iii Cal > A� DRAWIl Crete USA, Inc., dated 061114,0, signed sealed b), Craig Parrino. P. E� C) 1, Drawing No. FD461_� filled "Precast and Prestressed Lintel Detai(s", sheel I of 1, prepared byl Craig Parrino, P. E., dialled,44arch 24, 2003 arid Dravving NO. LT4612, titled "Cast -Crete 4 ", 6" 1& 12 "Lintel Safe Load Tables", sheets I through 3 qf3, prepared by Craig Parrino, P. E, dated March 24, 2003 last revision doledJune 12� 2014, all signed and sealed by Craig Parrino, P. K, on C) January 2Z 2019, B. TEST'S 0 CL C. CALCULATIONS (1) 1. Vone. U) Cz D. QUALITY ASSURANCE cn L By kfiami-Daide County Department of Regulwory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER Sill 1. Article of Conversionfor a narne change, Cz �1 A H (,�44elmy A. Makar, P.E., M.S. L�7/ flelniy,&� Makar, P.E., M.S. (3) Product Control Section Supervisor Product Control -Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630. 15 Expiration Date! 09111/2023 Expiration Date: 09VI112023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 a - SHEET NO. March 6, 2023 PA 1. 5 WAITYPIR A- TILUT, JL� RE, _____ I -_11 I I � I I'm wif I � : I :: ; I : : I I id � � '': 11 ­#0910 , 10, I I �, . I ... 00.."ll -0- M, A 11 -T-Trl I hIrl-, I "i -1 h444-11 li �Mo Ly tzmm� REPORT Ill 2"720.01 CAT E. July 28, 2020 - � ­n, � � - --- slYiY,abd&s�c,aYd, ill Pill I'dolarima aia. YR lo Ti� ZA. Ll=uia, ak� Nddr',IY� �alRsll CATE e - Sh'Abill PRODUCT $Uil-CATEOORY.- $'term Panels PRODUCT NAM. E� 20 "AE GALVANLZED STEEL STORM PANEL MARUFACTURER: gilab"Whilia"YoulliplowwwA= 4WO S."N, -51 Street Oal Ftorldal . ARDFIMMAMI This is a Product EvaA,n Ralbort 11 A, umm=P imimm4m,imNi;��iA-."F�lAiii...,Z::::: , 117rEwdli L-1,67ciFil -11�Mili *apartment or tsusilitill a Prolklisfortal Regulation. This product is being Issued art Evaluation Reportisadescribed herein nd; N11 IMN i #1 M1 111 M11 �! - � .7, -Warwilia`iM�Illa 1. 0 5 ,�@J, aw ad -all 'fT'i�-&---IIIV�Mr�l-(--.1-�TJkWiALC-JFJUV-tRtep-,;.Vl�.-,,,C:,- , I � ��� �, I at least equivalent to that required by The Cods. n h -, 2 0- 1-Imil E il PA �*# P-1i 9 � V t't, V - k's LL - * I.% _%aj -- W ir - T,-. "i - �_ ill t * f,* 4 id, ,,&,�-jt. 1 a Buf*V Code dMill that mary affect Its limitations and conifitions pli_� � &. "I 7EM ".1PROQUI011111VAIMOMON DOCUMENT (PagMddili ,; � i I � 11 I ji ,i;,xpwj - - - riln-A, di. 'i . �dl -1 , : Ill Jr.. P�E,� dated 0712812020. This drawing is an integral part lot eardliksioun Reparti, allidlillf I � _,�il I& iii L,&, i - - � i I � - - �­ I I , , , � .. - - al "vhIs'. � ---- -- ,-.,,,:r.,.,# - .. I, F As � - �: - _,M­ i�EZ7 -,__ - � No, 44167 .,--;"----. -Hi - 7/--di -i *,- � 4 dd­�'SY .� 1* 4i I il I .---- Il _­Hli_ ii I jil . I; ,� __� �r . l- %'OtRl'_`% 4�ldp!Dll �� , 5��:i�p`.­__­��, fil all _36th Sawmi Suite 305, miamil 19orkb 13166 - ran"- (305) 871-1530 N45_4N.iWt ERIODUCT-Ell �iLALU-i-ON-w-�rwx_�Liu---7----ia-L-O-I 2 -22-TE-ST RE PORTS: Large misallefritipaidl and fatigue lead lests weYtc,,!u*rfarmed under Protcdcols'FAS 201,203-9�-ar.ersp,e-,U--nlg�'go.ftlhc-f:�,'oe,,daBuVdfngC,'ode- l�,��,if�f-o(�i).s�iL-,tlr,lc�a,ri�I as per TAS 2f,* Protocol, Test rspi preparred by Hurrican,do Enuilinewung & '� 'i l k Testing, irw,,��,olpoirt,;#96-6f.��L..'Ol�.�L�(�l,fO'aiC-Q.;'I�,111,�6.91R6.6'tO�d,�t,,s, a. lbuciii, Ocy-T30 datil 09"20r,"1996, all tt-�rdser wignedandscialarf by Harbor KC Mileama, P-E., I'derliewnr3borl Tawfill Laitiliodrutory, Inc, reportund 20,32 dated 04116119SAR and 0, '� I 26 dated 1 Olds' A 9q I leartnosist-di !'I,,, Girthen Cis Ili cartd. P iE . and Reino rif N. 0, ` 01,2i 1 f � 0 I i- 0 d. d . -1 P it M 0 I r - I I 4 � 2 0 'I' 0, ts- 1, -�! ve, I a fl d � His a, I ed It b y E d I - n u n d a 1. � a f Tu a k. I s � 0 d a, R5. and Henry HEttenil, P.E, T I Eirs0o test rewrt No. IoCel-197 by QC radletalturgicall, Inc., dated March 13� 200% signed and sealed by Fmw* Grate, R�E, , U-STRUCTURAL EiVQIN,6�IERW9-CAL;-U.LADONai On 20 Gage Garieni7ed Steel Stomli Panel law maiddrierri parts! length se. doslim wind tociti, sis well dMi maxillnLin anchAir spacing ,.,s. design wind load and panel length based on rational and comparative analysis, and m accordance with se-cflon 1616: of the Florida Building Code. Calculations prepared by Tiltel liv-', dAed4 11103108 and M12JIS, signed and sealed by Walter A. Tlift, alir�: P E. 3,_W$=SlLF_IMPA,CT RE-4iffrAill _Hiril k .Ho -missile inimact underseGition 1628otlhs� FloridaBulkiing Code, as Cder TAS 201 Praftocul 4. Mill LICIAIDS RE J TA � ­­ ­ Mfg; _NCE� '20 Gage Gaivarifned Steel Sturry Flanal has zaaYan verified in sulstdir, wind gdrL+X, kims, Max hl in Panel hurd fin all be as undu cv.itod on sinesf,S 811 ,I (f, ,I 4, 15, "' ,all le� 1Iy 25 and �2i of r'SoPProduct Ei �ti�,�tionDt�,6,��,�ierwt(�PF'.ri.),dratk,irm � fibil 210-170� fidswnrinurr, Aracbcn Spa,u4pg sh,,,01 tri Indscati an sheal 3, S,,, 10, 4, 1, 14,75:17, IbI 19, 210 26 arld 20 cif'26, of Pr��,sdk�ctE%�sAIL�o�t�(�i�Oact.iT,netyL�'!!P.:E,D,,), drawing NO. 20.176I . 5-INOTALLY.-ATIO& Installation shalt be parfortned strictly fin aciHordanue ill delete indiii.ited on sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product Eivaluatlion Document (P.E.O.), dranli No. 20-176. Minimum separation to glass Shalt be as indicated on sheets 8, 14, 16, 25 and 26 of 28, of Prodict Evaltial Codument (R EiD .), drawing No. 206-176. Posirilin1% 00 � - % Ali N07"i .11"Y1:NA � * ,,,,, Y.,li, - - ­ i , , " ­ *'k'-' IZENr, "i f r I' %,,, - .." r , 'ye '%� % - " ­w. - 9-5�l�dL,: � �i diz ii I. � ��..­_Z,_ I -00, I i � ,,r ,�:�,:��, -, -, �­ c44 67 1 ", ,,U,.,-,, -- I'l -* � * I � I II", ,,, I I , ., ;r , ;11 , ;_$ --r - ,`dQl S 4. g, I - SiTuJE Ov - .... ;.__Il4itd; 'r -1- - ... � -- ­V'i i ­7:lf � IR I c" th � ";A, 4, il "`�V,�ii,, �.i, in ,;, - "s 0 ,i!", 'IF 1411 , Is I 9, _­,,�Old,pl %Y�ljl: dyti , '1lY"d,41,0,,,.1,,`YsdYi - SQULM& N=t &�I� li cai IUA-i drr,�r,kv SlYYYYYY, Cal FIRIKIIIST CkIld"IddlIlf dadlahl", SWY:d? 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I � __ I � , 1 , �111 V-0- - Ul IACIANU I Hal _111111111111i��Adlf I I- ism ls;�CLHU ON � HE I _Wll - 5) al __ -1-lo - 2 , Ssi a & RE , al - ri I i ,* Hl'i i :f � � I I -_ I I I i i i� I 'I'dial I WIM - I LL : i � I E at 5 A # 4'kai, � - i, ��IT lYdYl1dl. � i rw af 00TTOU Ww"'i Call fif � N, I 1 I, i d0joillilWiddidd4s ' MEWED IN ANY WW TO SWIT ANY I MV,01 %f,R A &� dal WC _,;;g, 41adi 'j !", 'l=1­.1J1 ­­ I 1-11--il 'it, f�, __%, 0 PYST91ATION . '" ,I- _ �,, %.' -,i " I- � , � "'" � l! , � 1 " l: , �ll l,.,l',4­ 71 7 17YIiI, i"'7,77-i I 1, ", ,,� POLOw- , ,4,2 � 'It _lldi lz,�., Ir 0 - D ... -t T ". . _�"4 �_rdi 4� aw in "Hil AM MONDNO ALQM7A. 5CALE J/l Ewj,IL4cLfA,m,,v�k,LELW�BLEU-43L,-�o 22-4-ICMM i� 111 .- N, ATERIAlill iA RAC-TERRUI -C-4,S) AND $11"KIERG"P03- Shall be strictly In accordance with General Holes and Or,Imporwrils Indicated On shil 1,2art,122of'26, otProductEvahial Document uIci drawing oil, Sh e4t, filds.,iiiIi-176. Anchor specTfications shaR be as Indicated a I 1, � and 21 of 26, K f Produal Evalualfan Document (P.E,D.). drawing No. 20-176, 7. LIM11ATIONS-AND. _C_QNQITLQN6,QF_U$l 7.'I,,'.'��ia�lhost�i(,tY��imnipl�alice,oftl�Genarall,.Iotr-,5No 1�61hruilutjndtcatad on slIsIdet 1 of 26, rud,well as General Holes # 1 Mini 4and -1 1 thju 16, fridicated oin sY adelt 21 det 26 of Product Evaluation Document (RE, D.), drawing No. 20076 prelb�irlad by Tl�fsdi i and Mgn" and sealed by Walter A, Tillit, Jr,, RE, 72. "roduct may be instailted ,within HIGH VELOGI TY HURRICANE ZONES as defirt .KI an secton, I 620 2 of the Florida Suittillog Caddo, 74'ji -"Iroduct 511all orily be Instalted Into Poured concrete, concrete clock, and Ill yi ; fra me swul re ,is, Pill _lct Evaluation Report prepared ol Walter A- Till0l Jr,, RE, (Flanda License No. 44167)� President of Tilteco, Inc, (Flonda CA-0006719),I "'pi,iIIIIII'll 's' a k T ' `4 �_,,*lli ----11Q�Ms;l ,,,Yd� , - = -- ,/ 5;_� � :�r--` � "--- ?� ,, Si � ,EN& 10 le .. - . S , - IV , g, 4 _: Ildr,L -- = 11:: �`_ i__l_----;;�iiH` �L 4416_7 - - ti- !�:_si�� --- - . ­_ Z_Ml " - - : - __ ­w �� *,=- � I .I i ar f�­ " 1= � R � ,�"' ,I., I-, I' L�,� , SIATE OF ii Ct 21 _ ._,�__f,�__ , ,,, - - ll�- � !��___ �_� i , :', , �, " _I r -Sl L, _lrl - _�l i Ioll _ .. � I _-<�, - � , , = I iii - � Ii ...... �- i=� - "I"'I'l N L -, - ,ir nalluat" " W1,01i D1 T11L 'FCC, wildiON RECdORDS I P. 6, REPORT �O'Y AILOPAL Fide" IL zCTION Fl4inl LLC � :P.0 C-AGE ISM i 9TCEL V DRIM Fill ORY'l 20-1761 RtP(wT02Cl=aj72&(Y1 . Y0dA_'­ -.a- "N at t "I"Y N Iaa _T7 c3 id 1r d­ia 5, HH"I'alid, T i L , , IY, " --i.i. - 11 IN flu, 756611Mg & efil . IILL MWE .1mimr4,iY ClOmi"Affilly - � ­ _ - � __ ­. - ______.____ . ___ ___- L_ --- l"'Xits-1, frrUTTLAR.,�112r, �- *imilp 7PROW-K-11, E-V�1--�i'v�--13'-IQAN,-f-.ku;EQRT Fi , a-'­.F I � ,, Laiwillinal Nii Ilrad?, i, REPORT MO. � 20-0727i02 DATE; Jurs'27,2020 PRODUCT CATE-GORY; Shutters PRODUCT SUS -CATEGORY: $term Panels PRODUCT NAME., 24 GAGE GALVANUED STEEL STORM PANEL MANUFACTURER: !--,-[Qb�aip P11:1013IMProdun-ts. LIHC 46DO S.W. 51 Street Davie, r-exida -33314 1,P ..... 11111 ­QSE OF UVALUA MOW Thin isa Product Evaluation Report issued by WafterA. T11111, Jll P.E. (System ID # I 900) to the Global Protection Products, LLC, Rule Chapter No, 01 ri Method ID of the Florida Department of Business and Professional Regulation, Th,f,; proaduct is being Issued an Evaluation RWrl as described linarderm and has basin vertfiradfor compliance in accordance with the 2020 Sovanny Edition of the Florido BuRdunq QCde,,i and to verify that Vire product Is for the purpose Intended at wasit equivalent to that required by The Code. Trys Product EvalualicYrij Report shalt Lie subject to review and revil In case of a Building Colde Change that may affect it- limitations awl conditions , 2.,F_M_QVNC9 WILPiNu '. I Z I - -PROOV 91 EYALVAY, IMENT= dilo.-E.0 I), Drawing Nis, 20-17,51., Used '24 GAGE GA,LVANIZED STEEL STORM PANSUl Ories I thil 18 of 18 prepared by Tilteco, i sIgned and seated by Walter A. 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I � !�d�j3 r�' r , _H P��r $HC ril _iY - - - - ,(Arl '1305 A 1 of this rlollid,a � i , - , � ,� Building Cods. To" L_a'd­,',d' rwilil- ili I,., Ap ri,r,��j d re -I j,-bY ' -1� j I, � i , , h FjC),rIdl �� I . iTLI-1 Q �jrjl , Ftepooi,40�1123.0,1 ���',,�,L�ET,�L�'�,i'r,L�tl'��'4�Tl�itr�lf,�35�T.�l(rT,l,i���ri*,,d.i�ic���r�,o��-rjb, I21 � y lv10 E. Gonzall P,E. Tensile, test report il y­r,L'[.Y�,.'0idI I:,, Y�dIC Me�,atfvg�l-­I( 1; ,- i datertil Iddlalch j-'--'i 2i,il.'Iti, � 11 ,. silgred and Seated ,,,�,!, FiY,,,i­? & . ,.1 -Al;d. fgrr,',� I l.4l;i p,�,Y dY fit L-6 and Taarlst�t� Ts-21 as Per 0C Molal rdl on'l F'!� �,fl, -) llt "i lzi, I 011<hl - �,^, I 8, dldq e d C) I--. ciern bo r li 20-1 I,l Hgni I 'i - add vowed by Jerry 1dil"'j,d ��ltji, , i� E i per -ASITtill Y_- -2- 2.3.$TR-VC'EUB-A-LITN�.7-1141,1���F,a E � f',.'A Litil-Ou,,ATIQuIll,pu� I , t'dl " On 24 Gage Galvarl Eldrilo:1 !��T,Ilddad) P71Y �Ypl Il Frill,ildr,nilirn f.'dttdsa�i 1d;'IlIgm I,!� di n I ; I � 'r � q wind load, as well as rrlInxlf:r,ni.srn ;"�":n`�l­YtlrIoln"� �"-"" � ' '!Hl�ll Hill "II-ii 12"lird, P�� ri length based or radon�ld' lailA c,�,­,-,Ilplr,t,�,,f,,,,- arladysTS, all in,,X', IF,d, �4dallce i -Fi ` section 11604 ofluldric Fk,lirlida Bdjkilr� Ccdi�lil:Y 00f,-,idall FwY,p,YYfI,,Yd b�,,T�Nteua:li, I ric., dated 1 211 811 0 ,,li-Iiij l'Iy1!. � .1 r7,,,,! � lf-Y'r q,tl;-?q l-ii,jisjUll I syfnrh,J al ad,ii,illfild LY( lhiotsl,l, L k Tillit, JF., P.E� 3�"l §&V &JV=PAC' `�`.TANIi _fRESH Large mIssile impact untiol, ,siDc,,i,L,Yrl 'I ft()1191 2 of the FloY:1-ldl BlAillhad-lill I,�od!Yid o-, nd,�V SSTD 12-99 L�Landarfl en-1 7�1_�, 7� - l-L liY 4,, WNDIOADA R E',l ]'AId,lf', EI', 24 Gage Galvarl --' -,­ttl�e� '_-�Illcn�dll, Pnwf;A hot; bl�sln ,I,jr'ftHd, St:,di IZIN , .- I ;i ,%;�nfd I ll� I T � ,�,l pressures. Istaximi pli isnu-th �;hnfl bo ac 3ndicami�! cn HilcIv 'i'; a) 5 11 � 12 and I? of 1Z of Proudlj�Cz �-�,,Ig[,-it�lin ly,r,a,-1,g,1el YP IE 0 ,I draii,sing. Ne 20-175, Maxinnum Anchor Spacing -�,b�'E ; HI-ll lF dY*.l,-,r1iYW1 4,.-�T� .&_)Iieoil� 5 ,, ,`,4� 1 0, ,I I 1 �1 thrij 1 6 T Hil It! �"A j t i;A L , &� as " , , _ 1, ['11, o _ _ jj� . , lili�l !I _4indi _, , an d I 8 of I 8 � of P rill u�� E' "I ��lli 41l�, i P, i If Tio i ,2 r 0 iii 21 Gage Galvanizen ­;;ao --�trjnin ��I'1'�- I �. I a d �' � ,1H �,e4na vQr1rldl tivar �e,Yde clwyd�d lidri,p, �o work as a non-paimus srolin-i Het-- 2_1!,ellnotyl, as ril 3'rS To 12-W�: standlvi3f 1�sd,M"� 1014014, 'i �l `Yfi % ,Yp"'i 14, i I Yt, 11 i1al". eii , Iii, , i L I I - i,iall" , .a �T',,- pp"', 'i-5e, S � "i i!, I lid.*� , YL ,` Ilb . � e -- lx-,".- � . i. I it�_ _�r_% - ;i� ____ � . - � - . � . I L 1� I I - - I LF " - - I ,- �� , �, - ,,F F i - - - ii� � - �, ­ i * - � �� �, _`_ - , *1 � - I I I - - - I ... "a TrrNj­ � , 'i � a­� � 'ffljl�lfj� i,I,,. �z 7P ' , , , ,,,I L , � I 'I'' ': I � A , 4l I ., [a . �L'l I' a - ,,,r�` ,,,, I� 11) Y� IjU L �1 4 Yi " , , I � , ,I, , :"IfiIli 'I L i ' i , '�, � i Id , OfIj�L'l �V, -, - l4 - "ii I tjtUkL"�if, JI;',�a, L , � _LLjl,,�I:Tt1YJ W , dY assi(IltilrytTY lfff*722. 3 -5. WS�Ti,i�7WYIli - [nitatwbilan �i,�hafl hPit Performed' lbuill,tly in accordarics with dill indil on - _' - h - . "�­M � L Is 3 I ni,Y P� 112 1rhRI 13 lidt Id vtProdull EvaluaflonDo-currient(P.E.D.), ill - rd,aj Sda,PGration to glasssliall be as indicated on - itridn N'*, :Z0if r3L fll�rurrjl - , rdrhel- lii, 6, 13, 14Y, i 5, 1 cl arl,d I ft of 1 $I of Product Evaluation Document �P,F_[J�) draiddIdaung Pin 20-175� 6. MATERIAL CHA%RACTEROT Ca - � � I -AN-0 SPECIFIQATIQK dl,"If he StjiClJ,y ird arxixdaidl w,lil Gemileral Notes t" in n t r- L Co, po den s Vidilcal on shoot 1 Still 2 rlf 11 87 dil Fliy;�Jvnl E id,,l-rduation Document uP,E.DJ. drawl -no No. , " wo-175- ar, lrY Q I K. r jl� 4 l4ljllHjt� ,_ _IHrii I ,� ,- 0c; I , _ ­,Y�i 0isl he 3;, Indicated Oil sheet I of 18, of Prod -T F 'F",,���i�--�-�'L*l�c-'-GcA�i?r�i!riij�,P'�,--E),�,tlra,AtiTigNo.20-175i '7, LIN ITATIOlill AND , , � _GQNDjTIQN __�Qf UM . � I I '"ll, � ,,, - -ziP besi h,i oornpit*li IMTh General Notes No. 1, 8thru 14, indicated ir�,jl -,hael 1 of 1_5 Lit F17oduct Evaluation Dic--urrident (Pil drawing No. 20-175 pnup�&ll by Tilte-�icl, inw, andsvrtili and sealed by Walter, k�'Tllfit, Jr., P.,E� 7 2 r'odui shall not hara insnaill ,wilhin HIGH VELOCIT"i" HURRICANE ZONES a& a! 4RIed On ssisud.n 1, G,21012 lHI Tne Ffcil.da Building Code - -iie- into poured concril concrete block, and 7,1 Prodhjc�; ghali arl b finstaiii C ii f-allne slruclurnl-� Fdaryloil E-imilli-allon, Rsdi nirdimai by Waftel Ti Hill Irl (Florlds License � fYu1Y 4416T), Prisident !01, Tirsdap-, Inc y-landa CA-00067IT: . Ill"'In I l�i,, Ill "jf,�i�Lll AICOI�fl,C`Il R',lIK08i,1Yld I P Li RI 6"Cild'j, :�d!13 � 1,Yj4L,Y?1Y,1,=,`,: Sl I E C,Uc,T:1n,b,1 ,addi I ' b'" H 'l��" I "l!': Y . � , 4 virtual Review Assist, Inc. plans Review Compieted and appv for compiiance with the 2020 FBc 7th by Debra Anne Mahr V12300 I �� il ­ - � � 4 �& PACE CALVArl 511f, SIORM PANEL I " I I rilill W" I - ___ - __ __ --__-._---I----- - � . dillavall 7 __F_ ­­ -cl.08AL PROTECTION PRODUCTS, LLC.- ' 1 - � " NILIE C Oulial, 1i iml l. 5, Y.`ildl . iiii !, Z-,jA � � L 7- ill _­ zzHH4Hi ill ffL ]iHL4 . - � - , � ill �, - __ - �_ - - -.�._ ilosil,H - - ill,ift-Hipy E 2s-176 9 -.-- i �,­ ­i­­ _Yiil - I ­- I_ _; ­­ __ __ . - I'- __ - � .--- I - F I � r ir-'P' lH _' - E� . � :,:r: ��,-_ l­ l`HH'Hi l I ___ � __ - . & - -, i 1. I ­ ­ ak If', , - ,a:l,jljj1 Afircildiflial � , lQIRECTAN0_X&L,,,_id" L L-_i�_ � - ' . - I) 4� s _ , ? 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I ILENUM I I I IM Vil OR LESS 61-6. - , ziI;;%-,,-5O ,;;;i` ---,=_,�;t,,--- > 50 PSF TO GO Ill 5'-10' A MW PMEL LEII ARE ONLY ME, FOR $WALLANONS W/ PANEL MATE FEMALI ID OR PANEL MATE PLUS ANCHORS & Wil R , Sf,00'�!!,Q, 1/2' 0.0, I - t . AW" DETAILS FQ-R-UEE.,UEM P NELLI i 9 . � I I �NIILP-Q-U,,R.ZD-,,,,,,,M,L4�CB,ETZ.. -9.6.....�,-Q,KRET-E..,,R��Q,CK--SIR-US'IV.RU- � Iles rhill '9MNPQLNRED t/4'# TAINCON E&KTING POURED - -9 - ANCHOR IN, 21 ox� C. OR AK4OR 0 0* cc� CEmCRErE OR 0,i,'� C-44CAM MM / 4,A U014i BLOM - I , , " I - - I'l `K04l , "I'll, - - REQUIRED, , r -LLLL , LL , " �LL � - p ,ILLLLL � , - - q " , , I ��,L��,--' 11. I "' i, � -� , 11 ) 4) I2 ,,, �� 1-11, lr . ��' - . 4' I f- .-�� - r � --- - ,�� I � 1-- - ," .. ;��::��i 112* , it Ir/4- I � 1 I/4, � . , rr-- " -- I I !:,�: ; , � :?,�, -- I W- - --- - V. *IXI � � 1, - ... - - - - -1 i - i - - ,., !� � 1 -­ - - I . - :t� I I T� ; .� Z-04 '�-` - I � Lo.- I 1: t I . ��, i � ...... �,�. - :��,` - I t 1-- ���,,- ,11 �� � � . 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ANA . .ZI -z7_=,_N` 11 I ,i��l ill ... 4� I, 4IL',, ", ,,, -r� , � , _ , 2r:)_ 1 75 . �i l im-,ii - I- `40, il _ - A ,$p ,, - ". -� - 1_1�1_1 . , _ - , �.,1140711 P� - '-�,,l I,`011;� , ie�' ­', 7,,, ���������������������������������������������������������� SAIM I'll Of 114, , 'i ill;Ij�rke*A71fifflel sees im fil ,I -I " L__ ___". . ---.----- � -,- � __--k—jumst��I12--_� E N G I t,QE E P1 N II IV I CIMIGINEERING EXPRESSO PRODUCT EVALUATION RE:Fx--RT September 15; 20201 Application Numbilirr 17I I � R2 EK protest Ntffftr 20-31542 PTIOREAR Manimmidurier All Amisiman Stmensers and Claw Menu ractuatit Address 1540 Donsiss Road iphimal pill Beach FL 3W9 Fiessel Ahime& Dereirpural 2AqaG&nrizedSt.eISToi�nPanOts Larl Misaribe Impact Reeistruil: Scope of Evatuatilim: 711HIS Finduct IRVEOWIDn Repoil is being issued in acomordarme with it* lesplanerevel of THE Finfisia feaslithew at Ouseesdis and Prolessnonsill RespIlLil (FILTO see Sulkinil Coorionseeme OI Chapter 6 I G20-3 00 ' F.Ol for statewide acceptance per Method lid) The product noted ation has been trissed and,iforifiefluated as summarlized hreel to show complifincevolth the Flowl Buildirl Code Seventh EATITAIT ERIM) and [I for the puspime, Intandmil at Team equostsmat to Issid Laijuded by the Cadiff Irsa-Ervalutaliter uftNs product ithail be reqLwed following portment filsods Suilding; Coske morifillcations Ut revull substantiatfing Data: . Eft=Q1yAUW9A22Q== EX u1seeft *20-31643 Ijdad'24ga Gailvarinud Steel Sublato parl (HVHZ & Nork-H'Il thasils I-5, prepared bill Engineering Express, signed & seated by Fell Befurando. P,E. is an integil Pao of this Esithriblion snelood . TEST REM&T-S LIviblernstaftsinutillselliffmWoornar4o hasbeen tesheil acconlarismasiddlis TA,S 2l slowdrilds issi LOOM friporl(s) XBTASG-41-001 By Stackwater Tasithril Inc LaW wasile Impact "Eamitance and Cyclic loading perliammince has been trulted In acemance meter'TAS 201 onj TIES 203 NOST EnAdidjuds W test latesel IOIST�ASG4 7.001 by Slackerattin 'ToafIng. Inc. IN STRUCTURAL ENGINIFSM1110 CAI&ILILATIONS Sloscildrial ongmeatiry blabulaticints have been prepared Which semakiale the product biread On comparsill andier ratonal ansilifers: W quality the foldreft design ismileria. 11- MoOvim Allbowarlaid Sperm 2 Mintritill Ailialipple Spurn 3 Mineriturn, Glars Separatirift 4 Amber Spacing ___ 166 sw I A�t.oe su - I�qs Oil ulierill BfAc,lf, ELORJoA 31442 (954) 354-0660 1 (866) 396-9%99 TrAEt@tr6:Net%tNsExPktr,s.co" E"&ITNOlf1lIThIqfxltR@Ss�CQK WE N[7-1 r,J-!=: E R I ��! 17� I'Ll 2 ol'".' All Aniffican Shutters and Glass - 24ga Galvanizil Merl timmirsirs Purl No -331% increase in atsesible stress; no, been isued iv� Via dowil afthis prudUCILr Separation froll qlazaa is not lim"Idnod Or Prielauesions Outside of taurel zone 4and ws"I fricithh" Impact Resistance: LAW Imped Resistartrip hams beer dernaristrated as evulericed in aroviol inled test raporl and is I atizoamited fair 0 Em au,gIrwoofIIg issolein Ed ft Old pFodkxl Wind Load Resistance ImIz product has been designed to Teskin sm Ell loads as Edicated In the SaRn TrCh 01JILIPoIls) on Vire, respective, Firmodud Siliallurbon Document be eirspreering dravil Instaliallon THIS produl shaQ be NiEtalled in strict complutle with its respecliti a Fill(sel f-valuariusn Docurril L, a re-4reseung ,JILEPARETEd� along Main all[ to, _ 'upore"m noted socipat product components shall be of the metell speudied in Rial pi oriume respechil product Evothation rXcurnal d-o. enierrovattlig diumming) Limhations & Conditibirl Ot Use: fAl of thin produict shal be 40 SUM armicardance Ill the liespectim Froelluct rhuilrialkin Dononfrat (to engendering Revving! RE, noted himain At I Thipportim SO fil f-m-Atures, shall be designed Na resesi ail sultrairinriposed be& arror SII be or a nurbal sesed In this product's respective anchor ischad tile, Hog strwhirris condIltmal viihich are not Asixesirfuld III in INS prodedmil beaterache anchol!ediddi Still be dEsL Ned for on a qim_SpqoNll assur by , Ig a nigsueNad ptlat-21" -94100� An Esuponseate who ale perintiniel histalled shag he protected against corrosion, cordselinstion and Was such darial at all limes. This product has been designed for use vAl mid oustion (lid High Valoccil Himerbana Zone iHVHZ) Resprictfully. 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L - � 1 I INSTALL4TION ARE Ol VALID FOR r,t,m,K 1S.0, �_s'ON * SRkLL BE Im'-S' Zi * : * : Ir z ___ - - i L�,Ntl jy R"S'sl RATING �,'- 40.0 p . 11 IT . 7 ,Z�._- - ` I I AN* I -_111X i J - ! w,,zill- i r - - I I F�Z LENG7H' T;�O�__rr", O ," I L EIC 0 iiii 0,11,03AL PKITECTN33N PRaDUCTS, III1C.1 TAIT , , — IE 1� � Lri�!�Z- I r-orizimmER T, h .Is �. tq'1�1-01 - ' CC - � - I i FOP, REW WE= � RALIF s'EAUCTICHO POUCCJ � , 0— - ��_ � nll� - �_ - �i Al — — ft = I. i � " i ­R1j -"%k-- ,�. 2, W/ S,L-Ff::FIr_ " - � - ,-.,.,--. I — j_�­ I- ��AANL _�� -175 1 , . 25 , FI-Al 10 BE SOR "Ht F - " , I �' NSIrY OF ,!5�5 " _ tIN �. __� [ X 0 OR LWAIL ", - — —7 ""'t"'"i , 41 7 =-: Eq- It �MuM:- -, � _ � 1 IN— _ � lll , l�!"Id,Tjt _,,H_ - _"',','._.__ ....-I ,.I, - � �_. - _1'­:�_` " � lZ . - Tk _ 0 - , 4 . I E 9 _._ ________ __.._____ --.-- ____ ��__ -_ ' � �, ALL AMERICAN SHU17ERS AND GLASS � [14gai GAWANIZED STEEL STORM PANELS (HVHZ SE NON- Hl %. �_ WIDTITI LINUM-KO ­INERRYOPAill ) Tf:fl ll$TX,NT (CONIN - Ey Pf �_ Tel E45 Ft5qD) SeCrIONS � - 0,MOML A.- 2U',TETCN . I I � I "EJECuIrS IT S11!"ED 0, i "',-SOLTSIM H mv�"MID ' IT � � I Ovil I � i I Y Ol II mEneeN jl -,: - E / , o��-,�F--lIPW-E '-RAN rAPI . 1, S i � �, 11 � r t i ,,, I-, 2 t� . j l wzw 10"ll I �li f, T+ 1 ,I " _; - - ______T Z, 4 R41 1 .4 1 1. , i I � � . jl_Rfj1Sf_1 ,A§ - i I I - . . � . I �__, � , I � u �/ � I 12H. �I.L.ILI I I 1`1 I , .- .luz __=mNC­­ ,� , I , I, � \ , 2 UcTfl MOuNr , I , 11 1 � ,,, - I - ic�tl T11; _j � I �_ E . 7 le�QEI) 11, r, - - _V__-_4 �'_ REIII 11 I , , J MEY at A' I - _� 37s, i 00"IT01,11 - r-l-'\ TYPICAL VERTICAL MOUNT ELEVATION fi,I� 11 T 2.. ELIEVATTON TOP MCILIPAI OLITIml (LIX�RfTv _� TR 0) � RIPAN Atil EtO ___ - N - t _LF ) I : i 11 I I ir : T , i I ", � � - i `OT, " T7 _11C - i llx;j�l � � ` I AS N,EQ'Dj H ?I R' I Q I , ErRucn -% t9 � - I ) -oBill .- _� z 4 - 1 . 6; I - — I_ �'Q — , �_, — - 1LOCATION rW EW,1 � - �I . , �� �N A, , ;1 � .� �� I : -frou mcb N7 , - t�'� I I T'7___O — - I I P 1 (00414 TvK ! I F111)) I I - - i _111 � - I J- - P WITO" W ITIPLE AS Ri Evin,11em7JON) \ 1, - '­ � L Vl V� -20 sarm-H 1 �,��,Z.—,,-,, .;05ZF�i-Zi,5�-NF67 ARrT,,,TH,,ASHERj.TD PROIll THAT CONNITC710115 A14D � . _ I AW_,ECeI AJOE USED IIEKICH SATISFY '61NI NUTS FASI'll 0 1 SIPANS ABOVE W ET11,01h] ��*Iijlmlls.'TOTN I�NITMLAJ­ ISMIDSTel. . A*AEOe`VEAFE­Sl`ILmL74ViU-i VERTICAL MOUNT ELEVATION 4Z (NOTCHED PANE�� ___ Ill Ell �S aEqATIQL1l ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: M IS . 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', - III I - __ 1:11 f I, 5 m I'l � - � I ILI I'll - . __. 1-11 ,� __ - r M- �� 9 " . . � ��11 � 11 �1, � , �F 1, ;1� ,I� ___ j f,l IN I - 'i � - I if ,,l - __ � ` I` Ili I I �, Is I'm, I I Lill SPAN ��IEDML - VEirVT �--Nl ii ft� ST I's �o=1S'1N1ii`=`1,!i I DiIrf�kPlVsr MiLmILMIALLCEl ETM-1 Ri'll SPAN S0 ,EDUL­ACCff�-AmiFl -VA-iL, I O)l =i-,Ar,5 l T-Ai 0; Cri,i -D * VVIAIT�L ,*T,EfVmiL1Cl,;I, T: FAITTI ilAV1V-.Fm`f',1kAA ��ffl JSEEL III , riNAll a �NV1T­.I,.�1`fr­q1l1;Exii ilsliw�ll _'ll" =1 -TiTACk STflEaNtil �'f USE6,- - E PA- � FAST Pl­.. ';PAC ETl- rAS%ElI.l"EI;F9lN " ffg;H. ,�' Ll ,,l ,'r �: ��,,�"iL����5,�t.FbUEII�l%�!Uh�::I VEJ 1=44briTONS) ' U�-'EAPEINIO�K-;LATIONSEfYO'EhLCAOSEt' 11�_: E C I O"millaL I 1.1-11,RwIlIk If,I'li Ill- I mr�Lfft 1� GAD _ ....____­..._ ­ .. I . ........ -... --r--.11 I GLASS SEPARATION NOTES: ____ I tEQ-_- SPAN S17�1 EIDI ILE Wj fl FI�ISTT��Il FE',1GR L�IAO _� b Elf � TIT011filmis �"��"Pl�l���ll��'Pl�r�ILCI���V4��L,LfLS��l��,v�l�t,�r"RQNFF�L,,�lI �ii2ir,iLU��,�,�;Tf:-��POLI�l'�rC�'L-', � SC���'llk�r;E-Z-��L��PIED�ORLISE,Nr,4P�-151�,1%�ELI)�a�'f4LY -OTERPOLAmil BE7WEEm,' Lf��U,f lt� -CI`,Pr,,N6L_F ­Pil USE #dFX_ Hilall LCi�p � � L CIN I�FTA I I ILL TIEll'i ED,l,,Tj.)EVIr -, n imi I III I 1? "FIE Old Is El slim Eiii,E 1,47 T Am- 1 L,ICJE.JTfiL', IN, IISTI, VITAT) l 1 -ITIO0511 3 fill,_, ��AIS5 SEPAR-11ON Scl is nC7 Ril WED - 'D NO 011 SEPAR,,i V­-, ill TK- 3 NOTTE171h (Ill OS RfiQUIRED - � -1 ___________j ", ��e q rV1 [I i�1 11 1. T 11�s MAXIMUM ALLOV4ABLE DESTfTiN PRESSURES: ­1 Fj=�;T_ ., M N DEWTIN DESIGN NOTF,,;� L ... � si"qT"`I!5__._..1 POSITIVIE'APID TALGATIVE DESIGN PRESsINKESILALCULAILD FOP USE Val THIS Star 194 SHALL BE DETFIRMILRED PER EIRPARATE IRIGINEERING JiN ACCORCIANCE Vil TK GOV111 WPE&fflj�.Pr�02� k EWPIT-1 AS L,MR 041f7re ASICE � "Nal CrIlArrel 10i , fel T14C P, _IPROA VvILl 1OOE SHALL Of IM", ITLAN P" NETATWE DEIVT�N m_ ,UAL TO THE Pri IVE 3R. - - . _ 'JOE CA N, VALUES 1,15TT" HKFIft FORAN, N__EPl I-- SeLOWN GENERAL NOTES - ]IN IJLOEIsLE6TRKS MAN UERINS5OLU,ris, or RECOAD PCIP THE ni- 4 , ;H!, P Arm"it sm-SPECIql: I I 15MAq l ft il 6 SHALL. " MURT, ill ONVIhi INErwim, MON 0, is " Co Ee HLOA, I: orl Tiffs LR=E o`.2=NL30P,rj,1=i?,A,,5.PJN E.',,"L`AF]1,& ... "E"'A"i IFR" I, efiff S= COALIM NNIAl 11 41 IOUK. I,N5 DORS NOI PeR,mME Li�IUROAlaIC)lr4FDRAS6?IE�.�CIS=� FUR!i,1TECCTNUffIOHSD1UEFEREJl . rst CONDITIONS DCW�Eb tied CON. � 1-CEll �Eatll 9l OR Ill Am�7&1_Ts11_:_mN1lPA. -ATE glilm:`Pjcom�usul le"ll GORAiRiMC). llt TNia LANE-LANEW & DESPink PAESSURM "DITLIHEIZINNARE aliSlil Ni"Irl Till PIISS�,flR,49� [AWHIED M A 1z SAFIETV FACTOR. If. . '118 PUS120 11 Pon", � , r , 4 O"EAZE R .IS-01 - Rl Ob"1154011 -RE--]STANT HATERl Alto SHALL MVILY mVrM `SPECIFIU�,Tron-, Fl ALLAINUMSTRuCTol StiMalti 3, 3 Ell THE ALtAkal Va"Al AiPPLICAa�&rf_:fqi STATE, ANCVCR LOCAL CODES � �Wil', � A Aill, ME I Al W. PANELS, V!IALL 97 24�l S�illl,, l OIL 4 l' 11 SICAs itill ll WIALL CON 00"r IO Asl- -'-'3 Slirerm�-R.ALQ,ml &�--C�-liGhL,�Aflurc)�ATrMG*i��A�Wl'--4"Z�=-.--I. 40r ALJ.ALUMNVMtATF'-51CN%514A"O;�60a�-T6AL�M%VMALJLI�l� RJNL�s NDTIM aTmm�oms, $1 �IDRI%R�IC-HOF:Ml�S"Dt-4U�NBEC�F�r,ANGEDASOELD I Ele:`Tjemasit?o�-1017F. 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C/) M " M = L1j "2 IN < z z < I _j I SHEET NO, SH 1,5 A 3ig'CEMENT PLASTER 12 MIL DRYLCK CM-U - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JO INT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOIW 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME MNDOWBUCK ACROSS WINDOW BUCK -A AND EXTEND TO NDOWFRAMIE MASONRY ATTAC HED PE R CODEZ 6) TOOLED SEALAN T REQUIREMEWS BEAD BRIDGM CLADDING AND WI N [DOW FRAME 3) SEALANT WINDOW FRAME Ti( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. 11 Ir JAIii SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STROCTALATH TWIN TRACK 2-5 X4" CEMENT PLASTER 12 MIL (rmin� IDAYLOK EYTREME APPROVED FLASI-iING TAPE `V'SEALANT SOCKIFT WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER WEATHER JE BARRIER! & ARILY SECURE WOOD FRAME ONSTR EXTERIOR SELF -ADHERED FLASHI*, SHEATHII G BY LAPPING DOWN OVER RIM JOiST AND Lh WALL BY 6 IN WEATHER RESISITIVE RARRIER SEAL TOPS OF J015TS UNDER DECKING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN IN$TRUXTIONS: 1� Cut, fold up & temporarily secure weather ,resistive bardier above header to allow to r flashing installation 2. Seff-adhered flashing plus head flashing under weather resisfwe barrier 3. Fold weather resistive barrier back over head P2) flashing and seat with tape SELF -ADHERED FLASHING Scale- NTs 0 1 FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER Fw P EXTERIOR SHEATHING LE-FTER ON CHEMICAL REFER TO TEC N CAL COMPAT�SILITY qOLF-ADHEREDFLASHIN DO NOT FLASH OVER BOTTOM NAILING FLANGE An SELF -ADHERED FLASHING HALF ROUND WINDOW WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE F:13CRESIDENTIAL 7TH EDITION (2020) Detail instructions Refer to the number marked as in each detail that corresponds to the numbered Items in the 11st of Instructions below, 1. Install setf-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 p�aper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation ana to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (13" x 6"" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE 2x FRAMEWALL TILE FINISPI� 1/2" 0UROCK­-, 8"CMU 4"OR 8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SELF -ADHERED FLASHING E AM 1"4" PER PLAN WEATHER RESISTIVE BAMRIER" EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEA`n.-ffNl3' 314"-1" BEAD OF CCr NS`Tf� ADHESIVE TO BE A PPLIED UNDER THRESHOLD OF DOOR AND RETUF UP JAMB 6'� USE LI IUID NAIL BRAND OR E QUAL= WEATW R PROOF CAULKING SECTION -A (SEE DETAIL f SEAL TOPS OF J')ISTS UNDER DECKIN(.1 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-,ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Z Z IX CC Lij W 0-1 CL 0 Ii LLJ r X !� Er W LIJ 0 -LF-ADHERF-D FLASHING kTCH HERED FLASHING 4 WFU6 PLASTER STOP - CON'T BACKER ROD SEALAMT - A STRIP OF SAF ,Ar- DRAINAGE PLANE VVRIB ROND BREAK %1iRB SF LAT H WRAP DP WRB ONTO THE VERTICAL SURFACE: TO TOP OF FLANGE ilkS AN AIR BARRIER INCH FLANGE THIS DO R ACCE SOFRT/CANTILEV�=-R, WINDOW UNIT FLASHIN""' REQUIREMENTS DOOR ROUGH OPENING S L 0.3 in 12.0 in R703.1 General. Exferlor 1,malls shali ptovide the building with a weather -resistant exterior wall envelope, The exterior wall envelope shall (0-6 cm 30.5 cm) include flashing as descibed in Section R703 4. 314%,I'BEAD OF CONSTR ADHESIVE TO B� APPLIED UNDER 4 ---SELF-ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JANIB W, USE LIQUID R7011.1 Water resistance, The exterior wall envelope s�all be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING 77N CEIVIT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703-2 and a means of OPL"ING ONS TR A PLIF UND-- IND E LI UID Fi R b 'US OUAL WEA FHER draining to the exterior water that penetrates the exterior Cladding= RE D L SH C BUILDING PAPER SELF -ADHERED FLASHING WIRE LATH R703.2 Water-f es�,,zvve i-.,amer One layer, Of NO, 15 asphalt felt, free frorn holes an(l breaks, cornpty�irig voilth ASTNI D226 for Type 1 fe�lt or other 7 SuBFLOOR -net- shall : e appl�ed over Studs or Sheathing of all exterior walls No. '15 asphalt felt shal:l be applied horizontally, approved water- I esistive bar �b with the upper layer la.pped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be instalied in accordance with the water -resistive barrier manufacturers installation mstructions. The No.15asphalt F RIM JOIST felt or other approved water -resistive barrier rrateral shall be COntinUOUS to the top of waits and terminated at penetrations and building appendages in a rnanner to (neet the requirements of the exterior wa�� en',ve[ope as rJescrit)1E,,,d irr Section R703.1. be as required in Section R703,2 and, where applied over wood-b R703.7.3 Water -resistive barriers Wat&r -resistive barriers Shall ased sheathing, shall include a -water-resIS-live vapor-per-me-abie bat vier with a perfor-miance at least equivalent to two layers of Grade D paper- The 02 individual layo�s shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in -703.4) intended to drain to the water -resistive barrier.ts cfirected between the layers, accordance With Slection Rl SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WP02 WP03 I equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantia ��i i nortwater-absorbing layer or designed dramage, space MECHANICALLY FASTEN tF RI)SBERIZED RUBBERIZED ASPHALT -7, y INSTALL SE-LF-ADHhk'E­1 NEEDED IN CORNERS ASPll�IALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING JAMB 8 HEAD A. R703.4 Flashing, Apploved rnetal flasr V'ny� flashing self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHINa SEE FLASHING F-SELF-ADHERED FLASHING- shingle -fashion or in accordance with the manufacturer's Instructions- Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETML WPOI) applied in accordance with manufacturer's instructions All flashing in a manner to prevent the used as flashing shal. D� shall be appill . g SCORED entry of water into the vvall cavity or penetration of water to the building structural frarning Components. RELEASE PAPER . ..... Self -adhered menribranes �.,ised as flashing sha�l cornply �,vith AAMA 711, Al� exterior fenestration products shall be sealed at thejuncture with �y SELP xwERED FLASHING. ScopE 'or proper joint expansion and the building wa�ll with a sealant cornplying',,,ii�tlh AANIA 800,or ASTM C920 Class 25 Grade N'S, or, greater f RELEASE PAP E R TO FXP6S=- EXTEND A MINIMUM 6" AMIESWE AS SHOWN) contraction, AST rvl, C I 28t � AA MA 8 1 or oth e r approve d sia ndard a s app ropriat e for th e type of seal an t. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing extenor livalls shall comply with AAMA71 The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the "foilowing locations. 1. 1 Exterior vvindow and door openings. Flash'ng at extenor windc,4v and door openings shall extend tothe surface of the exterior wall § A- finish or to the iuvater-resistive barrier cornplying with Section 703.2 for -subsequent drainage. Mechanically attached flexible flashings shall comply with AAP,.AA 7112. Flashing all exterior window and door openings shall be i'nstalled in accordance with one or more of the 2) 1. followi-lg� 5 1.1 The fenestratlon manufa(:turer's installation and flashing instructions, or for applicationsnot addressed in the fenestration manufacturer's inStI'Ucfions, In accordance with the flashing manufacturer's instructions 1VVhere flashing instructions ordetails are 4 ill not provided, pan flashing shal� be installed at the Sit of exterior vvindow and door openings. Pan flashing Shall be 5ealed or - J in 'er for subsequent 6- slopet . Such a manner as to direct water to the surface of 'the exteriorwall finish or to the water resistive band drainage, 00penings using pan flashing shall incorporate flashing O� Or tection at the head and sides. �7) 11�2 1 2. In accordance with the flashing des�gn or method of a registered design professional - SELF -ADHERED FLASHING 1.3 1.3, In accordance with other approved rilethods, INSIDE CORNER 1.4 In accordance with FMA/AAMA 1001, FMA,," AAMA 200, FMA,WDMA 2-50, FMAIAAMA,*WDMA 300 or FMAIAAMAMDMA 400. WP05 WP06 2�2.At the intersection of chimneys or other riiasonry construction with frarne or stucco walls, with projecting lips on both sides under stucco copings- 3. 3.Under" and at the enids of masonry, wood or metal copings and sills� Ground 4.4.Contil'TUOUSly above all projecting wood trim, cksorstairsat ch to a walll or floor assert ibly of wood-fraw lie construction. 5.5,Where exterlof porches, det- Ita 6.6�At vv�aj I an-d roof intorsections, Water Resistant Barrier 7� 7.At built-in OLItters, Lath Sheathing Stucco MOIR Vo- W-k SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RE51STANT BARRIER (WRBi BOND BREAK WEATHER RESISTANTERARRIFR- SELF FURrUNG (SF) LA11-I - PLASTER ACCESSORY SHEATHING,oS6'- PLYWOOD, DENSGLASS -- ----- FRAMING SHEATHINrl ANE WIRS 1ARB C In w 01 L V N 'n accof dance with AS7 MC926 'icc-,utdancp lathe in, 1;'f MC I vvitri A, 1063 Building Pape- 16' 0,&B Flashing Sc�reed Weez? Installed As Per ManufacL Sper-s-'- -n of 0 tto Weer) Screed 1 j21, to 21, Above Root S h l h I ri g Z" 07 A2. Note,�' The th.10ding paper and metal lath niust be installed over the top of the weep screed. WE-E-P-SCR,EED DETAIL SCALF: NOT TO SCALE 4P 4b 116 TA ft 4 virtual Review A ist, Inc. elins Review complete and approve Mawr for compliance On Ine L 0 FBC 7th ti�Debra Anne KI. r PX2300 7/6'Cem nt Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper Cn Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact Specs. 112" Cerrientitious Decorafive Finish All inside and outside comer will need to be miteir cut and caulked all butt ' i6rits need to becaulked using Stampede or sim. caulk for all 1 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED® WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 311=11-011 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP, WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREE WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS- 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN 311= 1 1-011 M A z co HEAD WALL S�101111 ..� STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED 7 FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-- Ti9AA=:1f1 = RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS PA114 01311:79 STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL FLASHING21 FIBER CEMENT SIDING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER SHINGLE WATER co RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE - STARTER STRIP FLASHING _ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE 00 °' JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING A ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" 00 AV ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE d BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING _ PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6„ DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ROOF TO WALL SHINGLE TO SIDING P 2 - W P 1 `� BUILDING STRUCTURAL FRAMING COMPONENTS. 311=1 1-011 `� SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: Co CO STARTER STRIP STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL S TEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING EXTEND MIN BEYOND UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION Z' CLOSURE INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 0' STANDING SEAM METAL 00 REGISTERED DESIGN PROFESSIONAL. Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN___,, LAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ROOF TO WALL - STANDING SEAM ROOF TO SIDING WP 14 Wrp 1 311=11-011 FLASHING AND WATERPROOFING METHODS TO BE USED. JUL 21 20?3 Virtual Review Assist, Inc. Plans Review completed and approved err compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 O N cn C6 > N c U N O O O M 2 O O a: O .� cn O _O cu Q. a z z W J 0 0 L w z z J d Ct3 O L— Q Q U O L- n N CO 0 SHEET NO. WP 2.0 lli&6 1 "1-4 .: - - ;-., - _ji ,.�,,i� . -1 .A! .U-L, U L aoIVW1 i . ; ,LL: u 1 1 44�ALLJllAll i AJU""al "i -l­. L ... il" V STUCCO ON FRAME - 718" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--- -- WEEP SCREED-----_,__` HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING---. COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECK ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN WMI9111% 311 = 1 ' - 0„ V WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCRE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHIN CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKIN COUNTER FLASHING--_ ip PAN FLASHING 6" MIN--�� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--, CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--_ VJ- 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS YMENT LE OVER E ATHING I E =ASCIA ERED WRB TO OVER WRB ON .OW N BRAKE METAL WRAP 'KER ROD ANT J' MOULDING BRAKE METAL )N FRAME - 7/8" NND FINISH STUCCO =URRING LATH ON 2- iF WATER RESISTIVE COMPLYING WITH �56, TYPE 1 (TYP) :ATHING PER PLAN FLASHING REQUIREMENTS N FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A .� PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE �--r SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > = U WALL SHEATHING PER PLAN N WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER a)Q O O FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE R5 - BARRIER OVER FLASHING PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO -F--' .� U O 4-5 cn STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. =3 Cz3-co U) SHINGLE WATER RESISTIVE N -0 U -0 BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O - '= a) HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 Q O 2� BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL ,0 u— FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� -0 O O COUNTER FLASHING BETWEEN SIDING AND E O L FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED C/) O i- 4F 0 Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cu 2 cu c- LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 (j) Q LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE 00 PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR— SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. IN,PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE - ROOF TO WALL - BARREL TILE TO SIDING W P 17 FNTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 16 BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1 I -Off SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMAIWDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. DETAILS ARE AND MEANT TO SHOW W P 18 THESE FLASHING AND WATERPRIOOFING METHODS TO E USED. GENERAL JUL 21%al Virtual Review Assist, Inc. appro plans Review compteted and c I h Edition tar compliance with nne K ah� M300 by Deb he L0� SHEET N0, WP2.1,