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HomeMy WebLinkAbout6375 Back Forty LpABBREVIATIONS GENERAL NOTES 1yjaZ MM101t]MMI0Lei � INDEX OF DRAWINGS 0 ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM - BEAN] BLK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC - CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW -EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, A;R CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT HEIGHT OF STEP DOWN = C FOOTING CALL OUT - SEE FOOTING STEP DOWN TALLOWY SCHEDULE ARROW SHOWS O= KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 = CD PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 E ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al3E--SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 i � � VERSION DESCRIPTION OF CHANGES 1.0 CLIENT CHANGES 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 3.0 MASTER CHANGE UPDATE 4.0 PERMIT COMMENT REVISION 5.0 TRUSS CONNECTOR REVISION 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 STAIR DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS A7 INTERIOR ELEVATIONS SNO STRUCTURALNOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS ,ft:Nt Kt� JUL 12 ZOZ3. JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. W `Oq Q Mmoo U ai V) t ' V "' M .: -0-02� } M A V/ >_ Z) O r o 2 00 o O U- 0 Q •N m LU QN V o r� O 0 L � uS Wpm W W~a 0 � W2 zW z W Q02�<o��<��02 0 <( U =max z�,�0z2°°�-ate Q 0(nW zpryoomoz C'1�0 �5a�zYOLU ZzLL0Wo CL CL Z Q~wO�ta-�-gWo�U°Q OW o 0 0QQ�a I, S' O z O c O s �s� U)5t` (00 Q 00 2U)LL-ti _M Q 00 Z U f- LLI W �0 CD N co 'CO N CAI 0 0 0 I` 4 `V' N r r 0 o CD 00 M CD r Co 0 0 0 o r r r r N N N N N 0 0 0 0 0 0 0 N N N N N N N S Ca A r O N O op r N M � 4r oC) CD0 0 o o .o 0 0 0 0 r N M 'I- LO CO I- �W > o 2 a ^/ Z li U Z g O 0 a " m VJ 0 Q N 00 M N z CS LIJ (N LAST PLOT [FATE May. 8, 23 z -F-+ 0 ® A_i ­ F COVER SHEET rr a z z w J M N O OU PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN O REF O 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. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. (� PAD 24 x 330 x 16 #5s 6" O.C. EA. WAY DP JUN 21 2023 \/RA Virtual Review Assist, Inc. Plans Review completed and api for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN - ELEVATION B 1 /411 = 1'-011 f��co �'r �j. 'Q N 00 t x 1✓r� LO oe ,:'t P � ui a W o W z Q > 0 F1 W L U \ ' c'M C4 d /` ♦� N cyi N V �c-, r CO ` o or Q � n1 CQN 7W� L Q C V a LV ❑ W Uj w 0 I- LU �g� Yz� Z (D W Q Q V <D- J(nO�o' �Uo0_jO :OXO ZLLI�0Z2OOF-H cn 2 o t o o z � � Z o m Z U cn w a > LU LU v� � (If < l.L LU� � LU Q oW o 0¢z LLQ o �aU O O Z W OI­__ L0 ::) ti z M O Q M 0- LL 2 u) z< W I—�<M Z z 3�' LU W J� O mi N N N N N N ti N d' r r r- O N O N O O O O a0 O r M (0 r 00 r O N O N O N r N r N N O N O N O CV O N O N O N O N N O r OLO r N M ® C d O r O O -O r O r r O O O o NU-) OOca0000 'T LO r1 N 1 M I I LO CD I` Cr CO (n Z Z z O .*� WUI~> oWv) 0 Uo> �O_a O Q .Q (� W F- m O Z N r=rn�=z V z � J >.<W0 >-x2 M �zzLL af � LU N O_j2z < Uz U)z z ?Qo .. z 0 � O m � Q Z z w co co N LAST PLOT DATE .. May. 8, 23 0 FOUNDATION J PLAN B 30'-0" 13'-3" 11'-1 " 5'-8" D o SH25 LO 3 1/2"J' — S3 HD AT 7'-4" ~ / 1 EGRESS 5068 SGD FA -♦ v / 2868 °�° (2)2X8 HDR—y HB o BRG WALL B S6 FAMILY ROOM 16X 15'-2" 8'- OWNER'S SUITE 8" CLG WALL 13'-0" X 16-11" 8'-8" CLG 0 J N � GG S6 S3 7 5/8 14'-2" 4'-6" 5'-6" X-4 3/4" 7 5/8" NOTE: PROVIDE 1/2" PLYWOOD DRAFT STOP IN FLOOR 21_0" TRUSS SYSTEM FOR A 2X8 W LEL MAX, AREA OF 1000 S.F. CPT. (PER FBC R302.12) — TILE TILE ��i_ DRAIN 2X6KN---K�TVf-ICN --- c© __ co _— "' WALL OP g'_7" X 14'-2" N SHWR HD AT 3 1/2 '-8" CLG REF — &VALVE NWG Uj Q 5 A7 6 WALL z a - II I Y C/) li ➢El RANGE W/ OWNER'S CAFE `� ii BATH 2868 �Lu liHOOD N 8'-6" X 14'-2" 00 ° ° cn Q 8'-8" CLG Mii C . TB00 TILE CPT. TP 1 N ii 2 A7 1 LIN. m A3 PLUMB ° - �W N STACK =IN o WALL 0 7 5/8" 3'-bo 6" 10" 4'-10" 2'-2" 2'-10" 5'-811 1'-11" 3'-7" 3'-4 3/4" 7 5/8 ' ( W.I.C. o UTILIT CO HANSEN PANTRY N N A7 4 0 I BOX DRYER PWDR `° - = VENT BATH 07 GG W/S AT I 6" WALL J a o S3 60" AFF 1 2868 �U _ BRG 0 L----� ——WALL U00 D S & R N _ I— `LINE OF 00 iv T FLOOR `4 RATED DR E 4a{R 4" INSULATED S/H ABV W/ WEATHER WALL R.) 2X4 STRIP r U.0 W/ r 22"x36" HTT4 AT I ATTIC I PROTECTIVE BTM & L ACCESS BOLLARD --1 --10 S MTS20 9 AT TOP 4" INSULATED 8 BRG. WALL 37 A3 42" H. r 6 Low ED �� TWO CAR GARAGE 5 WALL S3 19'-3" X 20'-0" s --1 -- 4 CPT -- - FOYER TILE D I 3 i2 1 1 i Up �� — —LINE OF GARAGE IN 1 ----------- _ -- - I A / 1 I TIE BM I SH 1/2 34 o ,/ AT 10'-0" H D AT 7'-4" ( _ o TEMP.GLASS 31 /2" I W oo I �Q 1 -9" 3' - - - - I 16070 sk NOTE: ENTRY SEE SHEET S-11, S-12 51-811 X 5 -4 11 '2382' FOR LINTEL 1'-4" 2'- 1'-4" 4'-4" 2'-3" 16'-0" 2'-3" CALLOUTS & DETAILS 9'-6" 20'-6" 00 30'-0" m00 W f- Q Id TIE BM TIE BM AT 10'- IF AT 1 U-0" En co W � Q FIRST FLOOR PLAN - ELEVATION B 1/411= 1I-Off 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 SECOND FLOOR PLAN - ELEVATION B 1 /4„ = 1'-011 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 C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 B' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 30 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2833 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) JUN 2` 7 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th I Trion by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 M N O 00 vm � LO 3 LO CD C2 � a LO V58 1® 1 / Z O I � 0 z Q R 0 W `D M CO N m co N rt� } Ln U L = 0 0. }/ n, Q N C W i Uj 0 a �y /LL�I V w Dui _j 00 w~ o2� W zof Z ol- LL QCyXJ co _¢OfQOJ � >wWZ:) 0~ OZ wpV5W w� ¢ YZwWO�O�QU) a OOO~" 0W o 0 oQQLL¢ O O Z W 0 z D Q M O M LO U) LL 4 z < LLI U? d.M 00 Z V Z ?j W WC:) J O N N N 4 4 � CD N C)O N 0 o O 0 00 M C,r) COaoOOONN � N N N CDO O N N N N O N O O N N LOd N O 00 M H O O r 6 O O O O r c O r IL 6 O O N L j o 0 c6 0 N cM 0 L6 0 o CO !` Lo c- 14 I 1 00 Z Z O O -1 W Ow) U �>_ Uoir< ~Xw� Q LU 1-- ® Z r� =m0Z �Z�IZ (`4I i-<Z�Q,ZZ 0 �Uj 0 }W OQ `�zz Z Q O Z U Ovg O W Z A2 z w CO N Uj 0 N (N LAST PLOT DATE May. 8, 23 Z�i O 1ST & 2ND FLOOR _..I PLAN B STAIR SECTION 1 /2" = 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 CD RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4„ = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — AA3 3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) ( MSTAM36 STRAP EACH CENT�ST AEACH CH SIDE) I�D W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. 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. JUN 2' 7 M3 V- /\,--\ Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020'FDC 7th Mon by Debra Anne Klahr PX2300 M N O ,, ay • aa�� gg-- O F 40 N 00 6 , •. 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May. 8, 23 z 0 J DETAILS c Lr. 30'-0" I, 4 30'-0" FTF('F 0 z T STRONGBACK F- L- BRG WALL 14'-9 5/$" STRONGBACK C A CN LL � BRG - y WALL a a G C Ln C? T CV v T M L-----t---- ---- - --G-------- , N co C EMF I I I I I I M I I I I I I I I I I LL I I I I I I I I L I I BRG I I WALL I I LJ I 14'-9 518" 5'-$" Al r-----------1 L__________ I ------ rl------------ --- --- jl Lill II CI 4 BRG WALL j l LL II I I I I I I I I I I v N E J I I I I CONV.FRAMED BY OTHERS @ STAIR LANDING II FTF4G II II C--------� II II II I I I BRG WALL II II II II II II II II L_ 9'-9 5/8" B6 O so 0? 0 N B5 _ DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B4 B3 �J BGE1 Zoo I z e0 T-10" 5'-8" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1'-011 N N F_ I CV 0 Q co LO g M yE�J4 v -- U U U v �A CJ1A E A CJ1A Zoe �� CJ3A CJ3A y� CJ5A CJ5A U-1063# A6G A5 \ DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A3 Q BOTTOM CHORD CAN BE REM VED IN FIELD IF NEEDED ATTIC ACCESS I `r A1A co AHNz Al Al A3 0 A4 DROPPED FLAT TOPS OF LN HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 U=1008 # A7G ir CJ5A C3 9 CJ3A (� m EJ7A U W — CJ1A ti LO co 12'-0" 6-0" V-2 Ll /2" fU-7 7/8" 00 19'-10 3/8" SECOND FLOOR ROOF FRAMING PLAN ELEVATION B 1 /4„ = 1'-0„ SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" 2�� HEEL= 4 1/16" PLUMB .--'�� — 2X4 PLUM CUT CUT � 12" 1 1 1 12" TRUSS HELD BACK 3/4" PLYWOOD i__ 3/4" SUBFLOOR 12 12 I � , 2X4 j HANGER CHART WALL HT. BASED , L = LUS 26 SIMPSON ON 8-8 A.F.F. i 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 VV/ 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 CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. 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 EFORE 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 AT'TIENTION I DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60' Span Spreader Bar 60 degrees or less i 2/3 to 112 line span approx. Tag line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is on 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = '� PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FDC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR ALL REACTIONS OVER 5000# AND UPLIF°TS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY LOAD DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 211612017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER —� I CONTRACTORS OF AMERICA 3900 AVENUE G. N, W. WINTER HAVEN FLORIDA 33880 PHONE: (600) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2332A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A.S. DATE 2 162017 LAN# SCALE N333525R 1 4 11=11 i M N 0 N co LO y . o 00 LO t! g9 �555555 i � f� �3P t4' 9 Yd B u o RG r� ' 8, s Ai,v d5<f O W z Q nV o W L N U p ch m �} co- V) V -0-02 m M _ .O O y= O 0 rn .� O `l m Ud� Q) oCo '��Qa 7U0Uj W o�U_j Uj Uj 20LU � W H Q W J W z C 0:wu��WY�OOWQOxJWazmooH-� QU= ¢z92 zL� omZ=F 0 wLuu z W70 Uj -Oa 0_j�zLljUjP LLZQW IX If ta 2L0V0 a S Oz LLQ U_ O O Z LU O�_ ( Z) ti z CMO Q M L0 LL 4- w z I— lY 11 C'7 < Z V F- Wz J0 O m N N CN O ti' O 3 N � N Vir �1 e� sisist." ie I for Plan cam Rev eg le a approve y © lull fit N N N N N CN 0 N climit) N N N C7) O � r' C� O C� � N N O M U00)C3) OO O O O r O r r O C6 O NU jo0C6Oo00 � N c d' 6 O ti LO �^ �/J � Z Zz0 ate-+ O wU l~-- V I-= EE 0 � O a awl=--� .Q =I—=z MI— N V Z > J z M �zzL- M x I� W N o-12Z >_0 Q ULzz z ?Qo Z0 U V :� _® m a z W M N Uj N LAST PLOT DATE Q May. 8, 23 Z O 2ND FLOOR ROOF _J FRAMING PLAN B ROOF FINISH PER ELEVATION 12 ROOF SHEATHING �5 MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL S1701 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 6 3/4 - - ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS ' MTL DRIP EDGE ro: ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 2713/4 - - CV o cm N N N 2" 2" FALSE FOAM LOUVER DETAIL TYP 8 11-091 6" 1 1 4" 4" N N o bo o bo r EPS i� 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)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. —ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA •'> 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 3/41- 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N 0 0 0 0 0 8" 1'-0" 1'4" 1'-0" 1'-0" LEDGER DETAIL 11 '- ' 3/4" — 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 Q2FRONTS ELEVATION B 1 /4 - 1 -0 8" TRUSS HEEL ELEV AT 18'-0" _ T.O.P. 1'-071 ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY ELEV AT 0'-0" 12 5( 7/8" STUCCO J OVER FRAME CONTROL JOINT � o 1 ST FLOOR FF GRADE LINE 3AREAR ELEVATION B - 1 -0 A/C UNIT AND PAD FLOOR Illmlr 1=1 ■mnm��l ELEV AT 8'-8" I�Im11,�11m11 12'-0" 7/8" STUCCO - �_OVER FRAME :ONTROL JOINT 1'-0" MID WALL WEEP SCI ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE ARIGHT ELEVATION B 8" TRUSS HEEL ELEV AT 18'-0" "- T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD--- ELEV AT 0'-0" 1ST FLOOR FF 1 /811 = 1 1-011 12 51 _w 7/8" STUCCO J OVER FRAME CONTROL JOINT 3'-4" ih ti 5/8" STUCCOJ OVER MASONRY 18,4, 16'-8" o W CV = Z - CONTROL JOINT - 21-0" MID WALL 5/8" STUCCO WEEP SCREED - OVER C° d MASONRY d GRADE LINE CLEFT ELEVATION B 1 /8" = 1'-0" 4" STUCCO BAND WEEP SCREED ,_01, 4" STUCCO BAND 5/8" STUCCO OVER MASONRY 12 1, 15 6'-11" 1. 7'-4" T 1'-0" 12'-0" o W C, = z 12 �5 �22'-0" A/C UNIT 15'-9" Zo AND PAD I r ® I T-0" RIDGE VENT SLOPE SLOPE 7 5.B I 10'-0" RIDGE _ I VENT ------------ SLOPE � SLOPE a 5:12 5:12 O 6'-0" RIDGE VENT 6 SLOPE �5:12 SLOPE 5� ROOF PLAN B 1 /8" = 1'-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET MINIMUM'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) �71 Virtual Review Assist, Plans Review completed and ROOF GENERAL NOTES: l by Debra Anne Klahr X * 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 N VENTILATION REQUIRED = 214 SQ IN i 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 11300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT M N 0 N LO - rut ALO 00 LCi 4 4 Z v LU O o I w 0 Z Q to /11 n' 0 LO & E i L "0O `OD v +- N M (n V n U it 0 �•� ;? o OLL� ° Q to w O QN o E .9) .a m W WQO2__'<p��0gLLU00 Dui wpm g --¢ nf�-r wLLzw Z Q Q OZ200_j � Q O�V5wwpWofaQ00 Up � �n Z wa zYOz wOZwOwU0QLL �- 2�Ua 0W im ZQQQ9 LL ¢ O LL O Z W O U) ti CM O Q � M Lq W M 0000 z' 7 W J O Ad O CD 7th Edifinn 300 N 0 Cy) 0 CO 0 N N, N I`: N i r- CD N, O� N O O O� 00 (M.; M ` ' (0 00'" N O O c- 0 �- 0 N O N CD, N� CDo N N 0 N N N LO 0') N 00 O. 6 — 00 O M � N -, O CO m ® i✓ 4 O , O to O o �- o �- CDO o N L ? o �1 o C-41 O CO I o d' I O LO O 1 O O ti LO Cr CO z Z ZO _ Ow -� W owv) � I-'- 0 Uo-o �O a a I- t� 0 Z0—T_ Z ~MOZ � I— = Z CV (= vz�J } n MZ M CLZZw W W N < O ULZZ -5 Z 0 Z Z �QZ0 CU �L OU O a W � Z a Z W W J W M N 0 N LAST PLOT DATE May. 8, 23 Z O EXTERIOR ELEVATIONS B & aaaaaJ ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN B 1 /411 = 1 1-011 LINE OF ROOF SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1 1-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL, BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 10 200 AMP #12 copper to 20 amp ckts 10 #10-2 copper to WH 00 #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS JUN Z7 2023 Virtual Review Assist, Inc:✓ Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° QL 4 1/2 DOORJAMB DUPLEX OUTLET i TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz_ 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 STRUCTURED WIRE OUTLET -�- SWITCH AT 36" -6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -a DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL {- CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE -} WALL MNT FIXTURE 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 ,010 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR =U-182 UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:R 24" VANITY LIGHTING 5F;; 36 ;;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING Qj EXHAUST FAN/LIGHT (j 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) ME93- MASTER STATION -M&;] ELEC PANEL VACUM OUTLET AT 12" 14 CEILING RETURN AIR MI A/C REGISTER OT THERMOSTAT 02 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 00 LO .N uO _ O Q Y i e 4 z B E kY. g 9 a1 580Q z Q 0 L > _W `D � `J� M 0 N V -0 � - Co A� L i W Oo 2 o A 0 0 Q Q _ U •V) V w QN W L 00 Em ; 70 a f �y W IL LLI ❑� Way w H¢ � J o g z o Z ¢ 0 J ¢ O ¢ � ¢ LL V ❑ O -'� Q CU l_ :cox zW 0Z20 h¢� 0(nW9OZO�00_Ljz U yu Lu �J0 0 (n Z ��a >zyozz�pW� ii < UJ0 LLJ U5-2Wp2U❑Q ILL o¢ o 0 o¢<LL LL �¢� O Z CN 0 F- U) ti z �— (� O Q w M Lo j - 0- (/) 2 U) U ti I-0_�Lo M_ oo zv~ W W Jo O d- N o c`) O co NO ti 4 4 O N O O o O O C 00 M r- / O T— O T O N O N O N e— N r N N N N N N N N N N N N o N o N & N oo O uD r oo O M T— 1— N o M LO ® C 4 00 , rn 0 O o T-,- 0 m 0 'N f NV, j 0 - 0 N 0 co" 0 d 0 LO 0 (fl 0 1` n L/ VJ z z O W _ �Uj-0 O Vo�Q �0_-D_ ®wLU IQ t� �000z I— = z Z J N 00 �Mz 0 = M _zz LU [V O��z F- Q UUzz Z �QO Z U � OU O W � z Z z w J M N W O >N LAST PLOT DATE May. 8, 23 0 1ST & 2N`D FLOOR � J ELECTRICAL PLAN B a 1 1/2" FILLER u KITCHEN 1/2 = 1'-011 4" BACKSPLASH \ 11 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE / \ 3'-0" 2'-6" 2'-9" 2" FILLER 2 1/2" FILLER D5 OWNERIS�BATH 1 /2 - 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" /1 n TMI Inn MMAIA/1Al�n% R IN; ELEV AT 18'-0" _ T.O.P. ELEV AT 104" Y 2ND FLOOR FF ELEV AT 8'-8" _ T.O. M. ELEV AT 0'-0" 1ST FLR FF O M 1" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE 4'-11 " 6 OWNER'S, BATH 1 /2 - 1 -0 12 UNIT '2382 - B, L & M'- BUILDING SECTION " = 1'-011 3/16 2 KITCHEN ISLAND 1 -0 N 00 P N - � M � CV a0 O co NI O M M HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH / \ / Ll 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER (DEA TH #2 1 /2" = 1'-0" FOOTING SIZES AND RE -BAR L 3 KITCHEN 1 /2 = 1 -0 T-4 1/2" 2'-9 1/2" 8 BATH #2 1 /2r' = 1,_o„ ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT V-0" _ 1ST FLOOR FF 2X6 KNEE WALL TOP AT 34 1/2" LOFT WIRE SHELF "HANSEN" BOX 220 VOLT i r------ -----i I I 14 1/2" X 16" 1 I DRYER VENT 1 RECESS 1 1 1 I I I 4 �12 LITY 1 - 1 -0 LT�USSES -ENGINEERED A- BRG WALL GARAGE SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR I E JUN 2 7 2071 Virtual Review Assist, Inc- roved plans Review completed and approved for compliance wlAnneeKlaha Pk23go Edition Y 83-16 NIT'2382B L& W FRONT SECTION M N O 00 00 LO LO to fi E G +g�E A " O z V) O L C W L N i u cM � ai �c')00 m N V �Om uco -o- I M n' W L M 2 o '��- Q O o O Q s � o- - d •fV) U W E W 00 ,g 000 a LLI W - w 0WW CjQzW W I- ¢ W _j LLH Ogj 0�wVO"O ¢0X-�ozwmob V �yW� OnHZ�z0R00m0~ W W - W �0Z0�J�W -J <Z Z¢UQ LU WOD0-Q o�¢LL 0 0W O ZgU_ ¢ 0 O O Z04 W Off_ U) ti Q�MLO �U)-ti lq f— C� M G 00 Z U � Z W o _jo 0 0 0 N N N N � I O N O N O O O O O O O Co f 00 CD N O N O N �— N N N O N O N O N O N O N O N O N O O LAI 00 O A 1 N O M LO OO 14, O O 0 r 0 c- O co O cn O o 0 0 0 0 N LwlO v-- N M d LO CO I t` �/I W Z Z Zo - O �LLI W (A oFo _-¢ Oa=Q W F- Z F- �m0Z V Z J N M ry%'D_'� z0 M W N O_j�z a vU)ZZ IL Z ■ Z ~aO C) g 0 Z ¢ z w W M N LAST PLOT DATE 0 May. 8, 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN 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 120'. CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS, 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R30 4.3 ITEM 2-EXCEPTIONS,WHEN A PROTECTIVEB I 8. AR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE 3AR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1. 4, 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2. 6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2. 3. 4, 2.3.1„ 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.:. 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-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (f'c) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 , ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1=0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated Including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete oyerpoa( and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. 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, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. JUN 2 7 2023 i Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editions by Debra Anne Klahr PX2300 co N O N ,Y �w o 00 L0 as �1i Q Lu Z i Q /L/ ° W A' W LO N E YL/ 'i � o UU C � � �. N VALn �co u rn W 0 :E om O O o O IQ • /Vn�,,i f , Uj Q N C , cOO 7W L E� �( � a i W W�0�U_000,O lcl� ❑LLI (/j WOF- Lu �W Z❑of LU :< of 00J¢z n<<�Q I-Ocn O�cZ aW0Z2Q =ozLL LL1f Oo 0�00coZ LLI Z0W)CY YOZ C/) 0 Z - O Q~w0�H-F �wo2U❑Q C~U Y Z 0� o ❑ od LLQ O H `ALL 0 O N Z LU i0 Q M O � CY) LI') G C ti Z M_ 00 < U< LU Z3: J 00 N co co O N O N O N � 4 r o N 0 N 0 O O O O O 1 O co CD CO O N l0 N C)r N N N N o N r 0 N i 0 N 0 N 5 0 N r 0 N 0 N O DO � O M 1 O O C O O O 0 0 1 �° NUD >000 N M oOOO •d' to 61 I` U 1 z Z O W _ ) w0�>- in fn O a D_ o Z W ZWI-- 01f ~ =m0Z I- Z V J [V Z Z. M w �2Z� }IY2 M . CL Z LL �C}W O Q 0 Z Z ■ Z Z �QO U U O O a Z SNOW Q Z W M0 N LAST PLOT DATE May. 8, 23 Z O STRUCTURAL -I DETAILS THIS DETAIL ONLY REFERS TO THE [DIAMOND -MESH EXPANDED 'METAL LATH ATTACHMENT. METAL LATH %MALL SHEATHING I I t 11 I —ALw ,F 11, ,�-� .[ .l i �--r•�;. i I x 1 i..j 1. 16GAx1-1'2" LONG (3/4"-1"' CROWN) — I �' lit, t°+ STAPLES (4 6"" O.C. VERT BETWEEN if MAX 1 ;GAx1' 112°" LONG (,3/4'"-1r° STUDS (NOTED THUS:—) - OFFSET I I I I I CROWN) STAPLES 6" STAPLES BETWEEN STUDS AS SHOWN _ - - _ - - - - - -_ O.C. VERT INTO STUDS (NOTED THUS.-,.) METAL LAT ATTAC M IN ETAS L REV. 09,24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH` *"ONLY APPLIES TO LENNAR TPA,`,JAX*" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER 0 — O CV H C G 0 0 0 a _ o ° ' o � U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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 TO 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 Cis ROOF DIAPHRAGM NAILING SCHEDULE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + "TY _0L(ll 4'-0" ++ + +++ 4-4' + + + + + + ++ + ++ + + + + '.) + FP� + + ++ + + + + +++ +++ + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o /++ + + ++ + + + + +++ + + + + ++ + + + + 6 + + + + + + + + + + + + + + + ++ + +++++++++ + 15/32" CDX PLYWOOD OR 7116" 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: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x- 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel F9O 2.0 2x— lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap ° x k k 1� FILL CELL BOND BEAM STEP #5 CONT. FROM 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2"r gap max. � 4 max. Clinch nails when possible ) 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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. 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)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top t. DOUBLE JOIST CONNECTION Birdsn uthce of uts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh rmn Wi inariq N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. L,Y Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist 1-When joists meet over wall, provide 1 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.— 9 6," A 1Y" ROUND HOLE MAY J ' 6rr 6"' DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1/ Round Hole Diameter (in) 2 3 4 5 5 7 8 8,875 10 11 12 13 _ Redia--nC,Jular Hale Side (in) 2 3 5 6 8 110 Any 16" joist Sparc (ft) 8 1,-0" 1, -1 " 1'-2" 1'-2" 1'-3" 1 '-3" 1'-7" t 11„ 4" 2'-9" 3'-2" 3'-7" 12 V-0" 1 "_1 ", 1'-2" V-2," 11-3" 1 "-9" 2'-4" 2'-11 " 3" 7" 4'-2" 4'-9" 5.4" 16 1'-0" 1'-1" V-2" V-2". V-7" 2,-5" T-2" 3°-10" 4,-9" 5,-7," U " 7'-2" 20 V-0" V-1" 1'-2" 1'-21" 2'-0" 3'-0" 4'-0" 4'-10" 5'-1.,," ' G"-11" 7'-1 " B.-1 " 24 1'-0 1` 1," 3.-7'n 4°-9°" 5r 10rr 2,r i 8> 9`-6,. 10"-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN, SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. vBacker /4%2" gap 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 o depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® - / " 3-16d 3-16d 14' 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL L" !'A SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON 110A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION � a ' PLUMBING LINE PVC OR SCH40 SLEEVE d -, II, 1II-III—III—I d I I • d': a 1I—III-1 =1 I —I— I I dI- 00 I I FINI GRADE IIIIIII-TIILIII�lllll�lllrl' F---� SLEEVE THRU STEMS SEE PLAN FOR--'°• a . • a . • G ° FOUNDATION INFO d' STEM FOUNDATION GRADE REINF. SEE PLAN d Q wt, UnNar 14 rv�, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N,T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Q d G d -d .d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -III—III=1 a a J4. , I—III—III- -T-----� a ' SEE FND. PLN. SIZE & REINF. JUN 2 7 2ngj VR/\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 fr I t P') N 0 aF, N 00 n LO LO ° Q a A 8 �°� w �,�;ro, =O °D ' � a� F? z nN > 0O N o _W L 0 M a U N V -0 m r E 'C r p p Tti1 •� O if:0 T Q �0- • L0 u L.L. Q N , 00 E� -0a L �_Q� UJ W¢� 0 L11 fn(' W H W W J.. W�O o_z of w 0�(D O�'o O U - Cy XJ�2LLUO z , , 200¢~ 0z0WO00zWWW (� O Z Wa �o->zy0Z O w1¢—�Zg W ¢ 0J Wo- Ua. ¢¢� W i320 Oo o :DpQZ� ¢ < ¢ < LL O � LL 0 Z N OLU Z) ti z pF0o Q co M � Itil U_ iL Lf? I— 13� a. c'r) O_ 2 00 Z U LULU J o O MJ (0 - N M co O N O N O CV ti 4;4 O C 00 N O C O '6 oo00T_ CD o oo'O N O N 0 N N N N 00;00000 N 0 N iN N CV N N /�1 N 00 O Lo M O N co `j i O C 0 0 C� 0 O� O� c— T O Cfl O '^ �l ♦ N > 0 0 N i0 c� 0 1 0 la7 0 CO 0 I` M c— ' rr^�^ VJ co Z Z O Z 0w4-1 owCn >_ O _V _J b Q /� i1 LO V / O W I=— Q � 0 Zin09 �� =mOZ Z�J N w Z M �ZZLL W LO Lu n1 O z Q Uzz z �QO z U 012- 0U m Q Z SN1J Z z UJ co N 0 M LAST PLOT DATE >(N a May. 8, 23 Z4-1 O STRUCTURAL — _I DETAILS _ 1.•.I11 .IFI+.F n911dq¢. lI+fN'41 S;.'I�ailll II�E�11'lli^.II'I I ! G .�_ (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/ (�'P') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8"' GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD u- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE M 6 MIL VAPOR TI r= BARRIER II I II (s � • 111= CV COMP. SOIL. IIII r (COMPACTED TO 95% —I I I1=11I=11 I= MODIFIED PROCTOR III I I III —III —I I I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE. 3/4 - 1 -0 53 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS ` z 00 T SEE A/S3 OR J/S6-�- I I II I IIII Il l lI III IIII 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR)) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—, (2) #5 CONT. ON 3" CHAIRS (TYP.) D p, D �4 D D —", 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (13302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 WWF OR FIBERMESH "' II— III —III— III o II II1=1II;- TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES J JL �I 318" MORTAR BETWEEN SLAB & BLOCK CV "' ELEV. 0'-0" _J A.F.F. a ° 4. °'. V Q. ° q a' 4 . ELEV.-0'-31/2' a °. ° O A.F.F. o °` ° 2x4 CONT. °' ' ° :. ° I1. d b a °. GARAGE DEPTH VARIES ° .. ° . • d. . ° 4- GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 11 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED ! GRADE MONO OR STEMWALL z FOOTING MONO SHOWN u D 00 FOR CLARITY ° ' ° � III—III=1 I I=1 I I —III —III- z NOTE: o P° a' ° ° II I III I II I II I III I II I II I II I II I II I II I I� N *FOR BEARING WALL �I I III = I III IIIIIII II I II I ,- W/ UPLIFT ONLY _ _ I II III IIII I II - =1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I i—. -III; ,, I I II II I I I I I I I LI I I I I II I I I I I I I I—III-1J I I_I I I_I I I I I I I I I I I I I I I I I I I I I I � I I 1—' — FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 ° • 1=1 I_I=1 11=1 11=1 11=1 I t=1 11=1 I ----- = O 1 #5 REBAR w/ OPT. -11= =III=III=111=III III II1=111 —III—III—I I1= 11= I I=1 I— I1=SPREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N M 1=111—I I : " 1-4111=1 II_I1111111 a IIIIIII SEE A/S3 OR J/S6--1- -IIIII I I II II 11 , IIIII. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c T o' M D �- -111=1 —I 6 MIL VAPOR BARRIER I I III IIIII I , .. o• . ° (IIIIIII a 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 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/2" MIN. 5. z °. D 61> 31/2"(min. 4" 11=1 I •� Q • —00 1 I I III —I I I- -III —I III=III III=III=1 � 1=I � I I C I —I � (2) #S coIVT. I -III ;IIII IIIIIII i tI I 11111 1 II I I- 4" 1'-411 81, U.N.O. MIN. TYPICAL BEARING WALL (a STEP aO SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 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 SCALE: 3/4"=1'-0" 1/2"(min.)- 4" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �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 D °D _ r�(31/2"(min.).- 4'; ,;I I II � II I II I— =III II I II � I� 1 III I-III=1 I=1 (2) #5 CONT. 4d+ I—Ii�,_41,i I —I i I 8„ U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" APPLICATION /� NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 10d NAILS K.O. BLOCK 2x P.T. PLATE SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM o END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] a I- If° - 25" MIN. LAP [30" MIN. LAP] g I i I I 1=111=11 D =1 11=1 I_ W I —III —III I I —I D �—I � � �_. � #5 REINFORCING BAR R 1 7/8" -III=1 I —III. r #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] 11 95% MODIFIED PROCTOR ASTM III I=1 1 F I=1 =III=I 1=1 II .III 10" D1557) -I I I I,III„I I IIIIII 111111,111„111— 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" 53 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 ✓� FOR STRUCTURAL BEAM SIZE & CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. e.1/2" FROM SLAB o CO E S L N 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w x O-l- ¢ SCHEDULE j w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) 0101, B AD EA A NT.Id ° a a a, 'a a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ;•a;• O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN CONCRETE NAILS W 1 1/2' ATTACHMENTS EMBEDMENT @ 12" O.C. W/DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS TENSION 120#) CONCRETE SLAB r, 1 FILLED SOLID (SEE PLAN FOR °4 6 x 6 W1.4 x W1.4 NE SIZE AND REINFORCEMENT) c WWF OR FIBERMESH co I� =!'rl I I=1 ° BRICK PAVERS or SLAB PER — N 11=111— 11 11 ° a. 0-0 FIN. FLR.� COMMUNITY SPECS — — — — — — _ M 6 MIL VAPOR - 1 1-1 I— (— BARRIER I I /i =III=III= I I I —= —I 11=1 I I —I 11=1 11=_III= �LIIIIIIII—IIIIIIIIIIIIII III 4 f 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 ,. 19 0.7-il LTA (2) #5 CONT. ON 3" CHAIRS 8' CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH ° III —III —III —III- o III III —III —III—' .- TYPICAL INTERIOR BEARING WALL w/ UPLIFT G 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 E : I_I III, III III III ° °. °. III I co 9, I'll ( � IIII E M I I _III= III_ SEE A/S3/J/S6 =1 I ,IIII LI I III—IIIII II' " �'-41� � — �- 8„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M 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 ' M ao GRADE— — 4-° c� ; I 1 —I ° ° a• �—III—III—III—I z—III—I —III—III—III—III w D o w ° a.711 I I I I I I I I =- . I I=1 11=1 11= z_ z owcn= • • • ' co I1=1 —III—III III =III —III II —111 =w 1— FOOTING -III II1=1I1=1I1=1I1=1 i III — III —III- 0 11-III-111-111=III II III -III BEYOND PAD REINFORCEMENT ' -III—III—I I (— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 1UN 2' 7 2023 Virtual Review Assist, Inc - virtual Plans Review completed and app IF pEdii with X23DO ,ompby DehpnneKlah n. F co O N co a" a a 0q I. 0' � e%r4 j DO',, ', f') lO o� f ! LO r— e f f l p LL 5y ¢ w m_ p f'r � 1` Uj z f ¢ > o R o nN _W L Q o 3 co a, fn co V) M } m i C M O O f}• .� p Ii cs 0 ¢ ��� -s 'SIN, }� V W aN W L 0O 00 W 0 Lll c wpm $'��L.LUpLL-iO iy Q Q U ¢Q� JfnO 0¢ z U_ lL z _j cy OUn=0fOz0R00mzz � 0 Z _Qa00IZYO_ZzL0W0�a ¢~ w w p Q L_¢ 0 ¢L_ O O z N 0� I-- > C/) � U)M O J LO U) < l0 F— < O Z U LUw� J O N NO M'M NO NO ti cV dN'-;c%4 o O;O 0 0 06 co (0 T_ OD'O � N CDo N N r N N N Ooio0000 N N'N CV N N N N O 6 OO O M r- r N 0 CO ® d' O O o r 0 C4 0 1 Lo NLO > 0 N 0 0 0 4 0 6 0 m 0 P r C6 ' M V) Z z O W -f--+ O4-1 W v F- Uo�Q �Yw� Z Uj Q QUj =moz r tz O j J v z 00 ry i"< z° 0-Zz LO w O��Z o Q U LnUj Z z LL U -sez U 00 Z Z z w J Wcle) co (N LAST PLOT!DATE May. 8, 23 Z-*--+ O STRUCTURAL ® _I 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 V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� \GYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH 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. 90^ 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. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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 q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 .. ■ IIII lily_ 111011 ill ■�■_III. �'■III II��■ - 11 L!I- ■�I�li II!■■ �,IIII IIh� NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL, NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 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. MIN FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. ° a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 3� ❑ ❑ ❑ SOLID AREAS ARE STEELAND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING ❑ ❑ ❑ I ❑ El ❑ ❑' ❑ ❑ ❑ ❑❑ ❑ ❑ 1ST COURSE 2ND COURSE V 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 rD SCALE: N.T.S. �S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / (6) 'OLID AREAS ARE iTEEL AND GROUT LILL 8x8x16 BLOCK )OOR OPENING -Ct 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 a iARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER (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)1Old x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 F4'�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. SL� 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 ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS IL 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 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A A —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL Q a. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. 04 • SPLICE NAILS TOTAL) EA. SIDE OF • s�B,PLICE STAGGERED . ' 10d @ 8" O/C ATTACH ALL -' \\\� EXTERIOR STUDS W/ 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG, TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS •7 + SIMPSON C C P.T. -ATE anwraviv Of-4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10 S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 Ix M °. 19- a.. ° 2X8 P.T. BOTTOM P ATE FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END LU U 2x TOP PLATE 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. FSTAGGERED FROM BOT. SEE AlS3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) > (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. i & NUT SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING `2X BLOCKING TAGGERED 16d TOE NAILS d NAILS @ 6"---(2) EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL C J 2 7 2023 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C Virtual Review Assist, Inc. SP4 ans Review completed and approve ci 10d NAILS @ 4" f® 10dp(*Igj*EAKkcKlah0 PX230LI E Rio STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d CCMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2r.8 WALL) SHEATHING SP4 SIMPSON SP2 w/ (12)10d NAILS MASONRY SIMPSON . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) a ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED PLATE MIN. 6" INTO BOND BEAM D @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 M N O N LO L0 a ° ' z TO z ^N > 0 o W L 100 U 0 c0 6 Y) NC M 4) i z p ` p now -2 -go O t U N V Lu Q N. � M L.O 00 W W oLd aS Wow W�-Q ��-' ��szW z Q � U Q�XJ�0���U-0o0Jo au)�wo"oRoom°Zaa z Oa>°Zo �a ALL ZaWovJ .�Y0zQ¢�QpCY l_-Wza() ¢00D0z ,tea 0 i-au. s� O O CN Z W O� U) z 0 1.- M 0 Q M LO CL (j) 2 U) Ln I—Iof0.-M �0--200 Z U LUz� J 0 O N N N O N 0,0 N CV ti r �.� N ICV 0 O O O OiC5 00 rn r M c—O0;NCDC) NO O N O N � C:) N C)0 N N p N i N N N O 6 Ci C M O CO O 0 0 0-)? 0 D 0 (6 0 1 N E2 > C) 0 CV 0 cli 0 4 CD L6 CO O I` CO U) Z Z-ZO p-4_4 W0-->_ owv) O U0�a F- 0 0 Z W r ® m O Z = N () Z j J 00 zOf �ZZLL LO W N O _<z O ¢ v�zz z Z ?Qo � U a Oo Z z z W WM co " N LAST PLOT'DATE O May. 8, 23 Z O STRUCTURAL — —� DE ;AILS SIMPSON HGAMI( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL �� \ 45° ± SEE STRUCTURAL LN NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR SHEATHING DETAIL KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT 2x4 @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT WI (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '* BLOCKING ' END 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS �17 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 "" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S6 j DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM tj� @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Odx3" @ 4" O/C I[ 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM °� I 10 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP M CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS - WOOD TRUSSES 00 00 2"x4"CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF7�1 R EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 1Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENFRS. (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 w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE -' SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAM NAT N 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0rT�" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2) 16d PER JOINT L_ CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_'**� SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON-DROP-'.4,,, GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 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" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS �V VIV I . OCHRIIVU — GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH 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 REQUIRED ZBOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTOIVI CHORD BRACING 2X4 MIN. d w d w 0 o 0 o w 1 m o o ' 0 d Uj o Q o r � ----w Q o ---- AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: T.S. UN 2 7 202 FOR WIND SPEED SPECIFICATION Virtual Review Assist. I C. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 L co N O ii N o S.x 6.v 4 LO 00 LO J e ° W 7y fir 0 e Aq s ASS-L � O 0 x LLI z a q W L. 'z '0 U ` ' 0 co `o d T V) } M N L r o 0 -" v Q .N i w C � QN V a _8 �Ny W w dui Ui O� w~Q z�>�; W�q�Yzce z LJ— U Q Q Q�xJU)0>:�Q %LLQOOJQ Z) OQZLLu- 2 JOF-QQ ocnw�ozoEoomzz W � O O �a. �Z V5W W �Cn� fnLUd ¢~w��IQ-075Wo2U J ¢ OOP 0 Z) oQz0Q QLL LL< O O Z LIj O O co QCo M LO Cl) 2 r z Ch pip < >- Z U H Z W -1 O CD d- N N co N N N P,L 04 4'4 O N O N O 0 0;0 0 r (0 CO V_: C) N 0 N 0 N N N N 0 N CD N; 0 N 0 N � 0 N � 0 N 0 N N CO "� 9 O co r- T N O M Oo 0 0 CD 0 N� �000000 N M d' LO co 0 U Cr Z Z O O }, ClW(n F- o a LOLUl=-Q CL F-M0z Z >? J w L.1- > } � � M CLZZLL 2 Z � w N O 32Z LLI Q UU)Z z Z FQo z U a OU O m � a Z z z J W co N O N LAST PLOT DATE May. 8, 23 Z�j O STRUCTURAL — _I DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS Z_'_7 O.C. MAX. SHINGLE ROOF —SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS co _ W/ (4) 16d TOENAILS TO TOP PLATE O 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 J f- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d ZD w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD `_ _ 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 <_ 1000 gY R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER a: 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) LL LU 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a N AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN, 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c E d d FINISH GRADE 00 dd M ' 1=1 I f_—III—III—I I _ ' I I —III —III d _OP 6x6 w1,4xw1.4 lll 1LI—I I- WWFORFIBERMESH I��II�II�IIIII��IIIII IIIII ate., a� IIII�IIIII�IIII�II T �' I I I, ; I I, ; ,11 \—STD. 90`HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od 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 T\ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS END SHEATHING TO )F BEAM OR GIRDER ATE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ I ^ ^ 2"x BOT. PLATE (2) 10d @ 6" 0,( PRE-ENGINEE FLOOR TRUS; -� FLOOR CONNECTION SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. 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) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 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. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN r SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, 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 F WEEP SCREED INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 10dx1 1/2" U NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" B.U.C. (8) 10d NAILS TO STUD PER STRAP R SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS P—MEWC-42—MR 15/32" OSB Owz EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D O SECTION X-X IF U NOT FULL H HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w 2 SOLID 2x U) C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X- a (Wj C x �w x E W 2x STUDS w BEYOND, y SEE PLAN 0 O co I '--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %A/A1 I r1 ry A-r1^k1 r%IAnnARA 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 112" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 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 WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT w PENETRATE SURFACE MORE THANY8". H ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) Q STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o wl8d COMMON NAIL o H O �Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER O :J> r O to w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. x P 0 0 to z OF '0 'M L X' @ (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL — N w O MEMBER IF GABLE END LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". rc_' WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 T�7 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH LL FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR S6 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 10d NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U,N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE DETAIL FLOOR TRUSS o SCALE: 1 1 /2"= V-0" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d — 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _ a. •� .° d. .da a da '4I I ICI `0 I T=III = ... • •° , � _ a . v • d. • �—III—I � I= 11I- III=„IJIIllllilllllilllllilllllii - 311 CHAIR W/ 3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 2x STUDS TYP. PLATE VP.LT.)BOT. F C OR TRUSS / SEE PLAN FOR REQUIRED- - CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/2"DIA. x 3/16" PLATE WAS:- ER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH M —I I I —I I Id. aa. �.El I.I I I� I�.I I II I —I I -d (3) # 5 REBAR ON 3" CHAIRI I 4 III. 1 --8 W/3" MIN. CLEARANCE • ALTERNATE FOOTING N mI o HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK, SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. co FINISH GRADE W o z V S6 JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition `` by Debra Anne Klahr PX2300 CQ O R f-; N CO LO " a `' LO 00 '•tug a LO l +, A 0 5� a z ') W W I Lo O v 0 W L C '0 R O 0 a. m } 4— DN A� co') W 2 po 2 0 LLO 0 �•�o� 0 •� U LL.I Q"T C 00 W L w .,D1 a (D W WQ U W LL (n w ��O~Fz- LU ~¢Wa� z Z)- dAJ(o�o0o X n�(n� 1 Q 0z20 1.- I­_po°�z1 onOzo�oomzzo'zYo�owoJ0OO zz t!z LL EL 1—-w() < LU o� u Q O �zQLL O O Z N U—) ti 0L_ cMO Q � M LO w ti Lq F—�0—_M 00 LU t W JC:) O (0 d- N N co N N N ti d_' • 4 .." N CV CD C)O O O C0 6 T- M N C OC N 1 OC N 0 N 0 CV 0 N W O Lo 1- Cb O Mr N O M O0 .Cy V r 0 d) O C) O CD (0 0 N LO ; o 0 N 0 co 0 Nt 0 LID 0 (O 0 r*_ LO " 1 C CO VJ z z O pWUF->_ _ owv) O v_o�o - Q -0 W LO i1 ''^^ V J0 O W H =m02 r`4 (DO�w z 00 W 0 Z Z LL LO W N O��z Q U(nZZ z F Q O . z U a OU O m � Q z z z LLJM o (V LAST PLOT!DATE May. 8, 23 O STRUCTURAL — J DETAILS —MONO 1/4" MAXir 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- 1x4 112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER P.T. TO PRODUCT APPROVAL FOR CONN. 1x4 1APPROVAL FOR CONN. x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. -1/2L� DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. L 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL I 21/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM EACH END W/ N 2" EDGE DIST. SECTION A -A 8" 1/4" x 31/4" TAPCONS DOOR JAMB (REFER 4 I//- Ut•'LTVV/1LL TO PRODUCT APPROVAL FOR CON 1X4 14"2X8 FURRING (2) ROWS 3/16" x 3-1/2 TAPCON @ 16" O.C. & FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16"' x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END wl MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3° 2x8 STAGGERED @ 12" O.C. 'i-i ml, F1FTA I I —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. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B /-1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWlk, 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 SCRIBE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS,`1�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. $ FILL SOLID BOTH CELLS #5 REB) (TYP) STD. 90' HOOK (1 7-1 +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%2' 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 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" 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 - DC NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. `"`'`'` ' """ .•::::..,.; •,::... <.;, ' 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" I F.F. 1 p p' p 1=1 11-1 1=1 11-1 I 1-1 I 1El =1 I EE I I_ p p II1=1I1=1II —III—III= ° p o III —III —I' I —III —I � I GRADE CV p T • p . p (2) #5 REBAR. MIN. 3" 16" MIN. or COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) rHE :S 0 1 111 ry.T.13•d11011ra -1■•■111L-Q,rll■irKill s FILLED CELL INSTALLATION H SCALE: N.T.S. SS -__ SE'E Al FLAN SAND 'RE -ENO THI'J DESIGN -... tr.. NL 1 E ` BELOW' n 2x SUB IFA`3 IA ALUM DRIP EDGE B�_G WALL TYRI —. "' All FAQ IA PER PLAN 1 '3+4" TRIM PAINTED . I a5 NAIL w!1S'' HEAD I F I;.HArN1=L.-4-._... . c�oiM�� e�:<4^°��� d�,. FASTLNED PEF A TE BELOW I - CONTVENTEDORSOLID SOFFIT CONT 2x4 NAILED 70 2x BLOCKIl INA'ILED TO TOP f { KINRG w'2-12d NAILS 1"'p CHID, F`IFRY OTHER TRUSS T ti P. I;" a : °; BI IILDER TLM/ %EPIFY'PRO °l &C" l IT MATERIAL SPAN CAPACITlE S EASED] ON THE DESIGN PRESSURES SPECIFEEID FOR =-APONENI.S AND CLADDING LISTEID 1N, THE DESIGN CRITERIA ON SHEET SN. 2 FOR qIFFI E ATTACHNIFINT AT'0J'A.LL (PER ALPHA,ALUNt INC- FL4 16544 R5 FL PPO DUCT APPROVAL) F CHANNEL FASTENED TO, t TAU �+ ! T NALL .0977 DqA I,TI 2�."I"rI" O C. f 5 6"' MIN. EMBEDMENT _ �, OD w/ I �= 16 GA 3.4'xt c d' ROs: N STALE @'4' MAX 0-0 IN DIAMOND PATTERN SUB FASCIA wf 1 3 E G. Or%� �A � -1 � � -I" CRt�:�TI APL �� I-A�'ti �R......,..�..._, STRUCTURAL. SOFFIT SF0° SCALE-,3/4" = 1` 0" (­1 FOR AL UMINIJM SOFFITS WITH SPANS E%( Ml.2'� 21121 1`_4` 6NSTIALI. NIII"I SPIAN BI..00YING PER THE SOFFIT FL PA IN TALI_ATION CRITERIA `REEFER TO THE PRODUCT APPROVAL FOR IN TAILLATiON DETAILS."' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD �F + + NC'Ty PLYWOOD SHEATHING ++ + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP + EACH TRUSS all CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP CrAI I=• IM cL=L= 0UI==T n) Anin z O LL O W Z) U U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT .a e: .a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ' ;" OVERHAN A.� .. :4' RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" -'INISH FLOOR >F— ' #5 BAR p �'0" a p ° CENTERED W/ p • .' ° .. ,� 9 H IN TOP o _ p KNOCKOUT/ �v CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN 1 — •A ° p _ ° AND SECTION DETAILS -I -I CLEAN FILL p ° • ° DIRT 71D z STANDARD o 0 99 HOOK N #5 BAR IN FILLED CELL 9 V e. ®. V 9 �. ®• 1 V 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 (2) #5x6' IN CONC. FILLED CELL l4 1 SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. JUN 2 7 2023 Virtual Review Assist, Inc. IN Plans Review completed and a oved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 i> M N 00 a y e '�y,�`•' LO _;7,vj j00 LO b e b AR � _'. 805 •� A� w ��b9 J•@; -0�t� cc G w z L O RR 0 W ❑MN m M� N V 7C) ;? m A� E M : o W 0 allofmim Oo a Q •� � w N Q N L. o Ear 70 C ~ 0 a. 0 LUW W es�of9z Oo UOOO W��_j LLY°��fv¢t Q V ¢WLL"-_�2_,=°zLLz 0noZOwoomZz2 Jz H¢QQ Cy OO ZL �O�J J(DLL02vozz0W° 2WLL<0 ¢ o zoo¢ ILL ¢ oQLL O O Z W O F— > Cn 0 OwCCMO Lq .J 2W�Lq I—IYcLcM 0000 CL O Z U F- W W W O J O d- N N N 04 O � O O N O ,N �O O O'o 06 (0i M(0M N NO CD r NN OOjoONo00 N N N N N N N O ,- O N M LO ® d' 0 L. r- 0 ' �O) o � O r- L O L, 0 6 0 o N oO'Oo000 ' M � N I Lx) I (O I 1` CO Z z 2 0 .}� LU Co U I- O Uo�o ~'llwa —0,^ < v 1 z LU �mOZ = h = z j z J N W ryo 0 M IZ M z � Z z LO W N O�2z �— O < UWzz z 0 . z U OU _o m Z z w J W M co o i LAST PLOT DATE >N a May. 8, 23 i Z O STRUCTURAL — J DETAILS—RETRO FIT SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 01, MALL " A 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" = 1'-0" 10 t PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" NGER aLUED NAILED SECTION D-D SCALE: 1" = 1'-0' m 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" = T-0" N 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" / 3/4 PLYWOOD 1 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING (SIMPSON14)1Od M/2" N I (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILE 2x 2x DR FTP DR FT STTP 2x4 PT NOTCHED INTO I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT Ll GLUED AND NAILED TO STRINGER POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B H H SECTION VIEW E SECTION VIEW SCALE: 2' = 1'-0" SCALE: Z' = 1'-0" ON F 2x4 ST( 2X4 3/4" RISER CUT TO FIT MAINTAIN BETWEEN4' AND -' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP .2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4' X 2 4' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ITN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 t' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER a" EDGE GOLD OSB OR PLYWOOD OR 1 3"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING SCALE: 1" = 1'-0" 0 1 /AIM UVIVJ 1 MUU 11ViV VC I /AILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L JOINT -L TO OISTS) D NAILED AND 0 TOP PLATE INTO RIM BAND, AND NAILED TO 'WALL BELOW L JOINT LL TO IOISTS) u 2X APSON MT 1) 10d x 1 1/ ►ECTION VIEW "H" SCALE: 1" = T-0" JUN 27 2023 Plan for comNtio,,,.. ...... - by Debra Anne Klahr PX2300 i� N ' N co C9 ,Lo ° , co Lo r •° R00158' �,• z 0 w I � 0 Z I I k Q CD 0 W L "o c U ai (y)OD V) u V -0 } M r o ` o O o O Q m •N n` w Cif V D A 0O W 70 L 0°ate w Lu W ❑ LLI V) ' LLILij Q wf--Q rc2-3 W <' zw' z Qnw0L-we :wLL0❑ L Q oXw 0000 )zO�cfW 0IEm0z Cz 00 (/) 0 Z J o E- z y ❑�Z z LL o Q<o W 0LL) IwU❑¢ W 0 0- ow Q LL O O I z CV oW f ~ >�po CD O Q U) M Lo � U)It Lq M oo ZU W w� J0 O CD N co co N O N O N O CN I` N 4 r .. 4 � r- O N O N ; O O ono co M Cfl 00 0 N 0 N N N N CV 00,00000 N N;N CV N N N O w Lo w M r O O C 0 CD` O r 0 0 N^ L , 0 > p 0 N 0 co, 0 d' 0 L0 0 CO 0 I-- II ji I I 1 v co w Z Z -ZO 0 0 � F;; 0 0- I-- O o a Lo.i1 ^ 4, W I- Q =mOz I- Z Z j LL' }Ire - Z z Lr) w N ogmz C) Q UU)zz Z FQO z U L)000- �m Z STw z w -j w M N M 0 N LAST PLOT DATE May. 8, 23 . z 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 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 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 4A3T-4449" SAFE LOAD - POUNDS PER LINEAR FOOT YPE LENGTH 8U8 8F8-OB 8F12-0B 8F16.0B 8F20.OB 8F24.OB 8F28.OB BF32.OB 0-2 8F12.1B 8F16.1B 8F20-1B 8F24-1B 8F28-1B 8F32-iB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 14605 6113 1 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 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 9467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 12564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 41 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 il'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1 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 CAWT-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT -TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14.OB BRF18-08 RF22-OB RF26-OB RF30-OB 8RF6.1B 8RF10.1B BRF14-IB 8RF18-1B 8RF22-IB 8RF26.IB 8RF30-15 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68"} PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 1 2481 4567 6389 8060 34 7917 19 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 1 3776 1 5743 1 8998 19 10893 48 9'-B" (116") PRECAST 411 466 1 999 1568 12253 1 3129 1 4091 3146 526 1 999 1568 2253 1 3129 1 4150 5891 47 SAFE LATERAL LOADS FOR R" PRFCAST & PRFSTRFSSFD I1-1_TNTFLS 4^=- 1Oq ^��� 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 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 1T-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECASr w/ 2" RECESS DOOR U-LINTELS 4ATT-4R4" ''''^^�� �� SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU 4'4' (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6' (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST-4096" SAFE LOAD - POUNDS PER LINEAR FOOT -TYPE LENGTH BF8-IT 8F12.1T 8F16.1T 8F20.1T 8F24-IT 8F28-1T 8F32-IT 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 T-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 4038 835 1 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4' (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 1 543 928 1 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 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 L 14 246 1 390 655 1 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 (14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 g 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 L654 1 142 230 369 531 713 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 F2--O'(288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 1 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST14494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-IT 8RF14.1T 8RF18-IT 8RF22-1T 8RF26-IT 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 1675 1 2525 3374 4224 5074 5924 5'-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 1 1012 1651 12204 2758 1 3312 3865 570 1 1097 1651 2204 2758 3312 3865 7 6 11 (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 (151 2322 16 395 589 1 1135 1514 1 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 0` o > D > 4 e 0 04 . D C C C C 8F16-1B/1T 8RF14n1B/0T °'a % c- > D o � °a >- 4 O 8" PRECAST LINTEL W/ (1) #5 HOR p o CONT BAR & (2) COURSES OF 8" D K.O. BLOCKS W/ (1) #5 CONT HOR C C BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 11-1/2" CLEAR F� o C.M.U. > D Ce p kA Lu v Z w Lu H a #5 REBAR AT LU o W H 11 a ° BOTTOM MIN. (1) W u m 'n REQ'D Qo w ° a 16 GAUGE POWERS Ln a � " 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 RUS LING, REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J = C.M.U. Q z = GROUT L #5 REBAR AT BOTTOM OF LINTEL CAVITY C C ACTUAL 8" NOMINAL WIDTH JUN 2 7 Ma BOTTOM REINFORCI F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J NOMINAL HEIGHT -J QUANTITY OF #5 REBAR AT TOP i M N O N 00 LO tO OF FL LO s + 000 LO CO I a 2� Af'4 a° Q Lu AR 10 ui Z 1' Q W L -O q U \J� ' M zo-: d N M N � 2 m /V W o u oMo 7O) O o .0 U q < .N U W N CI.Ni � 7W L 0O �00 o: V 0. V, Wrn nn// LL]r V W ow WOE LLI �- Q 0Y W -j LU � 20 z of Z QO�J�O��UO LL Q V Q Z) =�X ZLLLy-Z�Q�I-QF" ��O LuOxoomzZ L) a 0 b CA 0 Z �06- zYOZz�pW��a Q~WO���-�W232 0 IL YZ OQ m =O ��Q� Q O O z W O M O Q u) CO r- LL W < U7 f-�0-M oo ZV� W W J O O N M ° co N N N t` CV 4 r- `4 '�- O O 'O O CD CD o co 0' M cfl o0 o N O N O N N T N N O N O N O �N CDO N N CDO N N N M O u) M O M r N O M O C CD O O O O O CD (O CD N� N > 0 0 N 0.4 M d' 0 In 0 O 0 ti 00 �^ vJ Z Z O W p}' WWI> (0 0 V_o�o _ Q � V1 zi1 W W~< =m0Z H= Z v Z J N � w i"2Ww ro w N O�<z 0 < U�zz Z �Qp • Z U aaa� g OU 0 � 00 Z Q Z w N LlJ M 0 N LAST PLOT DATE May. 8, 23 Z 0 STRUCTURAL J 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 Y CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2' 10' 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10-6" - 9'-2" PRECAST (2) D4.5 WIRE 2 No, 4 398 727 727 582 718 11 4' 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' 11'-2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 13-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 (21 No.5 270 1 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 - 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No. 1 T-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) 7116 strand + N.R. 277 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. S N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 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. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. S N.R. 164 164 124 179 N.R: NOT RECOMMENDED U77t". DETAIL "A" DETAIL "B" �"- V" '.." �*121-_"-" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTELCAVITY [8xl6-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 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(i)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" 4-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST 12) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-C" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1V-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 1 849 1232 14'-0" 12'-8" PRECAST 2 No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 IN . 5 (2) 7/16 strand + 24'-0" 22'-9' PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 t;.��;•i t.:,�:+' h •. DETAIL "H" DETAIL'T DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S- SOLDLINTEL 7 FLOWERLINTELCAVITY [8x1I6-P-1L/1U] NOMINAL WIDTH I L QUANTTY OF #5 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 SOLID ##511 UU(Ol LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DP DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'1" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1 1188 1267 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTHJ H LQUANTITYOF#5BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEELUPLIFT . TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)05L(1)#5U (0)05L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)05U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2' PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4-0" 2-8' PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 514" 414" 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" 51-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-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 O No. 3 (2) 7116 strand +2 1207 1207 605 938 No. 1164"4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 $87 2 No.4 17'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2) No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 655 655 340 645 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2) 607 607 317 601 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 524 524 277 526 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No.S (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No.5 399 399 217 412 .4; :,;: DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ rQUANTITY OF#5BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x] 6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 1DODO 10000 10000 10000 3'4" 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" 34' PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-O" 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. 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 1T 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +-4" 1368 1368 771 1264 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 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 + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 850 850 471 923 No. (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No.5 740 740 393 772 DETAIL IT" DETAIL"M" DETAIL"N" TYPE DESIGNATION P -PLAIN LINTEL/ rQUANT rY OF #5 BAR AT S-SOLIDLINTEL -1 1 LOWERUNTELCAVITY [8xl I6-P-1 L/1IU] NOMINALWIDTHJ J `QUANTITYOF#SBARAT NOMINALHEIGHi UPPER LINTELCAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6'' 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 LL11 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ --iLLL DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4 -2" 2'- " 10 2'- " 6 PRECAST R 2 D4.5 WIRE O 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" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 11.13 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ I'' QUANTITY OF #5 BAR AT S - SOLID LINTEL -i I LOWER U11TELCAVITY [8x] 6-P-1 L/l U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINALHEIGHT UPPER LINTELCAVITY GENERAL NOTES: 1.) CODES i.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: 2.1A 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 ASSOCIATIONAND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A 3000 PSI GR*"2 TOP LEG BARS: (PLACED IN(SEE SCHEDULE) 1 #5 CONTINUOUS RE 'D. _Il s Q PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc bo �(TIED OR WELDED) LnBOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" co 0 Lj M N 7 5/8" TOP LEG BARS: (SEE FCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) 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 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BYCALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)05U (1)#5L(2)#5U (1)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 0" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 6" E 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 1OD00 8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 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" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE (21 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No, 4 4961 4979 3869 5178 V4E 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 12'-O" 1O'-B" 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 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.S 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'4" 14'-0"_ PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No, 19'74" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +No.5 1092 1092 614 1167 2 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1023 1023 576 1121 - 2 No. 5 (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 e,�j'� ,,r,: TYPE DESIGNATION a •i',.! + �i�� i �i'i P - PLAIN i INTEL/ �I rQUANTITY OF #5 BAR AT .i;5 :ice• ,�iti5 S-SOLIDLI14TEL I I LOWERLIMELCAVRY [8xl6-P-1 L/1 U] ;..;: T•fi' !•4~' r•1 NOMINAL W IDTH j QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY UC I AIL --V Ur- I AIL --Y--V-- GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE - LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(11U(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'DL' DETAICDM' 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" 74' 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. 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)D4.5WIRE (2) No.3 2448 7050 3434 6540 - '-4" 5'-0" RECAST - 2 D4.5 WIRE 2 No.4 456 4569 2302 4235 7-8" 6'-4" 6'-9' PRECAST - (2) D4:5 WIRE " 1 (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" .PRECAST - {2). D4.SWIRE (2) No..4 2158 1 2158 -936 2036 S •tt5:! .ti � •i..! DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION [8x16-P-IL/IUj jH L wow# UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 Ill U (1)L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-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 1 (2) No, 4 396 1 489 1 489 1 261 393 '4 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD 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" 24' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 962C 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" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 64" 5-0" PRECAST (2)�D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 %•4y h; + �t;,h� .T . yi,:••T . DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION 161 [8x16-P-IL/li ] �� ] L_IMLI O M •Ar TYPE DESIGNATION P- PLAIN LIMEL/ '-] QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH j LQUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY JUN 2' 7 2023 Virtual Review Assist; lnc• Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 SAFE WORKINGLATERAL TE S L LOADS (PLF) Total Length Type 8"x8" PLAIN 81Ix8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" 1 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" Precast 363 1037 84" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1l'-4" Precast 132 651 12'-0" Precast ill 1 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 1 T-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 Cl) 04 O N 00 LO d LO . e ",A, %r4 o &V J - L0 01 h N=. . < L x Z h .;ems o W A..-/��s�`�� ..� O W Z V) ^, N N E "o 0 W L 0 CV CV) CR Q`j 4- LO } oo N M ^�' W E L :E o O ILLO o y Q (DPI mQ •0 Ft U LU QN 7� V L 0 � °" _0 V LU w (D LU o w LLI LU0 �J ��YZW Z a=O� J<O<tC<L_60OLL JO � Q U Q <OX ZEr'' 022 H-¢~ Otncc�O OER00co ¢ vlwaLU LuV5x Z=) � S Z C _j < Uj �zwZ-LU �I- �wz ¢ Ow OW o 0 oQ �< �- Q LL O O ZW rO vJ Z > O M Q (n M � IT C W LU) Lr- I-W0-Lq M 00 < >. 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E¢24 FRia dl s+SIM1dIA nSXti an Srdidifli Onhwlrwsa4aielrwing: XO, OXa 0X0 coeveenellA 1 Islan nN 88e3'a:d7 &wlat.b'r0md1&rlud': C?osatiz C.4srpadtr Ealge Fm 0.ksa Daw6le Do ih c w-dhow Sloo-do-Angioul ng, XXe,L1XXo tai ' rations) r4ae Nanning 1AWKSTA &drgr @trpaadqu t, G9aaod obrnpuaYta E:dlgm FP:dar,wd Sin9Ya d;I:1,1t'rr (V4awda$dla:deORIJ'IGmg; )r. dmnr,gnlraaldwe,4 NesvtnM 640,19:8 lasent.ahoadaggrt'AU*d Corekoadt4 F�$ge FT64r.ss 54rµar Door vkn �dalaKai lkxs+x1rp76uax'nno: xo. ox «azo -fieu,rala,a) N aM 8 dltarbae $ ;r&. a: d S sk Gldl4:ad 4,tr+I a1Wa TN Canpusna Edge IFibagifa'sr Double Oder aft SwernndY Sunne ft m4nuAdrYdIC rl+YlJd Cxg; 'Sx rw LdrXDI cn f one M1dl I won roll Ghi ate ENT, FiDor ms5 Slei Dew iSeSeingrONS'x1[a); 7t saliaden) f4wol d a49391.039nd;kr Cdquat Gla4'ed %arporildne-dg*F4dD 5a an14e0otx°rate Tmdr+kial;'s1 rr IswtaprKal,a'.'s'w11iU, all DAV nxc'r ocal'urNgw.rAllor,si Wrong "M.0 aqudt'"W0$41'ot 34azed c�rpndla Fi'ge isriess floods F9e+slsern ra a Tna aaadlitea (h14ieingeGtitvsnng, rx cr cf, xc anDaunalona) Narrrrd 66u39a anaal-arr+mrlaas .; Gfez.0 i�ddl9d r)pM Sal EY99e I"'IL' 4r�6,%' �k1S Adsx"r'asaNkigKYGledldlr3 Xamfilpralom law, M 111 64414gs ;ae°4+ad&$Umtl 5'n:.11b'.s-3 M-0-4 CpTo, CampieAr, Edge Abair Dh a Door with Cdazed MNc it over Sidaliieias f9rs�atAg+Di65vinS; %{1, cx s! ORCe eaa%jara0nnte waiw:haY aa#Oa;a 46aTlyds',em4ywJ.la:trurX, alazed rAadde'd Open'Coarive4A Edge: Rddlriqlasa DM,AJtekr DcaVar':lutllt'h w arghea t Gilead lusddd4:4 Op- Suilkds: (Msudln,gleutsuMg:?',X or 0= ednagureecna} 111Z a, 65M3S:$ &gaartdpAa$qu'at Gamut ?_`nagv6ro Edge Alden - hinge Doer u4n Wood Open Sdelkefs) tlnsa§nggivsuing;'.tO,. OX nr ayo Ion rape werr:nN eaA3D ut a sno4vido':rl84Vu ot. Cpeolo Cz aaoate (Edon F'Y$w fro lid, ilia, LoWJAdh O OTLTAI Gazes redden an- s'w aariea onwingiftowsWMd9.XX AT 0Xxr3 eoefegurabixi 121TIR026 No Yee Yes f`A 1=112026 N. Yes Yes WA: 'l2d3'hl)'.02r4 1'40 Y" Yen WA 12::1RO26 No teat Yes fun. 1 J:wlaaTlti'!d No Yes 'I WA 12P117025 W Yas Yex WA, 1211/1 No Y. Yak WA 1'.1*„1Q2tl No Yes 1`ca WA. 12,31MOM Pb fes 'I''ea RkwA 122'3112026 Of. Yes '{W.a 1014 1=112016 Ni Yea Yore VOCAL. 12r31i202s 1110 Vaa Yn W:A. 12nim2e No Yes Yes WA 123'111120a"a'r' Nri Y'as Ter: TVA Florida Daparinmenl of Beuslintesra'& Pr'ol'bar irsrlali Regulation Building codes and Sianda rids Product Approval Application Detail PM{W,1 .1,1 115 1 .:gl: rg�' alsltu nr .y. .q r Leah Find r6as ' mamAm cee elamnvae iSu$ulsxii ,lt" fae"Wo. 2020 PGTInduslawn :Hes Ronowad idarri-Da ft III -CER Mono-WINT, ECCO-vpY t1/iEF'Y7i `c0 10,2fi102d 1t124T20m Apprn,'aa colsoy: Ezleridr Daani 104rd 4$ 0100 (J8610i §500 atiordaningi Sliding Eano,i w Doe A ooneoes joraaysM prdMGlxsds.c Corelnr'ai o, moo o: cadffi.4i W.* a Owri am tlk,4.ft.ItlzN§l&rt�s 10111E1 RMW ¢ono PreduCtrwlM. Mrar4pr er Nana Progi imilttlon ryaMe_aa Eroeyrl!![ 299 1t lam ON1911116 11i Rf2!00te alism S DCaD SSrogLAryS exists hvila) llni swing GOT. C.-DU1ar20ii Yet Y« Yes NrA. March 6, 2023 111*0 -19JAI'Miatol-It C91,71mi'al 4:09 m1i :1 11 Ili mil 0 As required by Florida Statute 553,842 and Florida Administrative Code 9B-72, Please provide theinformation and approval numbers on the building components listed belowif they will be utilized on the construction project fbr which you are applying 1br a ubcategory Manufacturer -r Product Description Approval Numb-eri(s) Test Pressures EXTERIOR -. A. a r r o::�. ssic Fiber -_ -_ ! # psf lw • - • .. _. _ PA ^, and Cl) _ +67.01-67.0 I! : Is rs (MillFber-Classic and Smooth -Star PACT) III ea Ier I Illlllilpjgl� MI Windows Liss ',,Series _ 400 ,Wries ', a irle "' :'. ,M. 4t' Yr .i :, ul :�'r CI. 40. ''r .: it _.. # i a o :: r ..:. ae: 'I: ton .'' ; :: 7 et :! -10018200 #1105 Series 40 - Wayne -Dalton Series aM ea0 #1123 i -... Ips ` e 1 Pairs U. I i u�l I Ril IIII' i'il f I I A SINGLE HUNG- MI Windows and Doors F'L174992 +600001-60.0 psf MM SEEM ...Corporation Pella- ` i." 0 Series � I � r Is M I!I - PellaCorporation Pella Series - a: • Mr I • : HORIZONTALSLIDER Windows a!'o SeriesE# -. uulli rl _ - Iw I Af �fpsf I I i I m uu V -.. riPI IYPII �YI I �k :Pella Corporation a 1 Oa { osf _ .. 'M! w. l Corporation ` ''' ':. . 0Sil ang Window Series, To MI Windows and Doors 185 + # :,. '!Series PellaCorporation � ,. � aM 0 ,... _ 1- 11 IUI 0 i , * a p,f iI:I gt ':Pella Corporation 10 Series Flange Fixed IMI Windows and Doors Series 5764 - I Ii III PANEL WALL : My AHardie Build! g :Prod. Jam FL13192.1 d . i I ,., I,., :, Inc.1! ,e Aluminum, -+ 'iM wr '' .,r Aluminum hI as uIl III 5 li R psf I 7,130/2023 I ` 4,YVENTS Tamkoe Roof) - iYI -■ II -III '■IIII, Plyglass USA, Inc. (for 71le Roof) "POLYSTICK TU MAX f III;IY ._ _. FASTENERS O, ROOFING -. fir, ':. :-aOa: OO VENTILATORS D_ ROOF -, rI o- r .Metalo „ p '., Off RidgeVents :... . _ -_-... - . Florida Metal Products, Inc - : Il -. II '�.YII II IIII III IIII. I lY I- 131/20 F. METAL ROOF Drexel' Metals, Inc. 1200S, DMC 5V I 12/3112025 A. STORM PANELS -_...... _ :ob► Protection Global ... r..'m.. :. k. American I. a! Shutters � � am Iw, :.s Steel Galvanized Panels 4 COMPONENTS 'A. WOOD CONNECTORS/ 'USP Structural -.0 nr aI i Simi ! l !L a.: _. .. a .. - iBuildingComponents a, _ ^ Plates Truss _..- i i !r aj ar 4s f rill _ IV P MiTekIndustries, p a:a Plates N L2197,5 ■ s' 6s a GINEERED . mI e: .; Board, - - ! iIMllll 5IIs I 11M MA T-111111 F-11 Cast -Crete Corp. ___,LH�trength Concrete Lintels - Ni 20-0630.15 - :.., :.:'. Commercial gth _ L -,. .alai II IN The products listed below did not demonstrate product appromal at plan relitille o. 1 understand that at the time of inspection of these products, the following information mist be 8 available ue, g,�y 8 4' I� to.. '�'M inspector I 'M.'dl W m.' Is :IR I:.a copy �b"wmr' the a� product -., N'I Ma.P ..- Ga 'YPim1 l EiB I G i E - p& t r }p La - p g - a. Florida Department of Business & Pr'o'fiersionalRegulation Building Codes and Standards Proditict Approval Application Detail Paga1 cd3 112 :. _.:. EtNt%et�[ i6. 1 tR wleallEwlna - - nalla T ersmn %gufadtkuer �� �t Elwineer&i=icense Validated By Val[daNeti Sulliandited FlrovAl Rcv'miion Therrlla-Trll CwKndon Swaolapffaan Lyndon F_ irridl P.E kfan J. lift RE O?,ii €arl-11 2C 0712WM0 1r3'13: Apo r-On catilew FCoon, -Does i11CC9N 843-7628 PE-d:ACg i813i 751 SUITCa1419ory: :±wsngtnp Fidi&rior -,X- AsAon W, S12twrarsont ilwArn'rtni_m Compliance d Lod G" al aawae$n Ro on from a M FEar'Ida RAg4sEsiva Ardlte d od a Lvoor sed Florida F'I_ChR3 PrCteaewnal Eronear Prrsduata ,.S„212 NaofRWEt Model. NramNor or Ni ma IuaLLNAssuranea bk%o4izoll -IN7,r Use AOnravndibr Can"" EXobnalloo Date to MV4i,;'T User CArtaide WHIZ I Reselanit PrFcnleye 9 m. TfrsRna ns FiblapiCaldil, end 6e"aXirdi•.rilex Nominal (II&p3ti 2,:qulot:lmparaYglxot iipagtse 1 n%d2Cle^.'. Yea, Y+7a '°d'om hdA %9mPp+lta edgo N iberglase Gisrie e Dow Irn:sw:rplCaNismrg, X arnhguda4ant 2 k. TharIi w Fk r-CNsto and -Star NominaY P.✓kl!„seam wit tmIRA c#`�q+ bpaqu't 13}31W,217'�" 'w'lac Yes Yes WA CampoNM Edge Fiberglas Single Dow III 5delta[s} Arksw4r U�ran0. }tC.OXor OXG �rUiguradanai S s Thorm9°Tm P-clailO and aPdd$tar Nominal 68* y Sq€ of laripadlAquot Opaque 12131 Mr. yes 'Yes : Van NVA Ctimp'osire Edge Elea:rglasa Double Door wth or ,Atioutr Sidefloss, (inswi ingAOutsairi XX or OYXO cordlgurallonai 4 -T d. Tharma nr Fblsr°Li4salO and Sn>Gufa4-air No'mina%8&#i .kli uDtO '8g4mt Peq Paptlo 1 7d311t"L022 Yes Yale `{os WA 'Compa�lr EdiTc F14trgfa5s 5in� € flnsring/Oute ing; X configuration) 5 ®. Therrna.TY Fibs.Caesic And 57ewolEr.Sixs N.Cri 8a4li0 Sgcmklmpndagnat Opugve 11131)X22 Yea Y- Yes NVA Compoata Edge Friaerglasa Single Coo, oath Welteis9 ilnsw orilOutl ing XD„ OX or ®XD dontlgdraeionai E f. Tnerma-TnU nibor clasid and Smactt151ar No'rnlmaY eAa c aquot, dnpadXqurd; Ciloadials 9MIT 'I+2M Yes Yea Y" WA Colmpoa to Edge Fiberglass Double Door lath or mthvut SidWites Ln.4/JiN4uts,,TW°X/ or 0XXX0 c nfiguralionai T g. Tnernis F sa_ gle and Salooth-Stiv Nda�aLrHlmpa' GGai3' 131 Y3-S - Y YaQ nirA - composite Edge Froargiaa angle Dc+ri'r Y}nsu rojo amine- X wnriguratronl 8 IT TFlorma-Tru Frbor-Chi And Sreoodu-Brava Nemirow millin;9 &w4"rlimpow rqui Glazed 11.PII'17 V," ;29 Vas ^i':r„ul y°ee WA Cadmpdsi9a Edge FbelgN dib %raide !Laopr wdht 5'idaNkarrj linvooftgOO dv ang; XG, OX or OXO wrifiguraGonaj 9 i Therirai Fr'�r-C:eI and Sonooth-Star N€nrtinat 9 V 8rurratlmpacRhr7w Glazed 1V31 JI 'Yza., Yslo, Yes WA Corn"Tre Edge Floergtass Doi lira Ei w do or 'rreLlout SO€tie lrrRrd Uteva /O %=nr xxo o r� t re ilor�pdrailons} 10 Y dasnroz�-Tru rabsr...r�k'ausie and 5n��sih•Stir 3•learrtlnsl c'H8�'39- �su'":Ilt;lp:°npmr:ta.gaeor; fazed o ", , 1.�I:,:;I V�:�C2'e. '0i:"ea htS A, tiompw4slla Ewe F€dar'gLaa4 ;wng� L�.irir n�wrng qa Xonfillov n) 11 I[ Poor- T. 1=1x> r=Closslc and Nominal 8&235' �lof;lm 2ct3.�a€ viazad 1213i= Yea Yes Yes WA cor, oc ie Ecae Froergtase Single WM Sldelke(s) fins no/Outarowng XO, OX far OTerl rnonflguratvns} 12 Y. Thdrlra4-Tru Fidoi-CRsuic and Sr..c- iar Sirs' Ncrnlrial B .A39.2 Sa rat,lnnpaoiaONdk Glazed il'.7d „49,mw0,21 Yrs "r'ars 'YAM WA i.drmpdsuire E:dgn rr�rglaruml, r3omok Door wdal olr w rid't Sidsule-a l,rn siarg.rOlAramini or =(O arnfceurcrbi 13 rn. Theraii FiEW-ClaSSI and Sna oth•Ste( l'4onoin31 t5 a'#=t5;3 8gtxcI nP"tagi)ot Opa9uo l7131:2o - Yes 'le. Yes WA -;arnposue Eage Fbeiglaos Single Diodr %tn uo Non- not Sidallt s &9 k Nm�a&9 ) r X Inla+lt 4 XO fi,1X,o Q-.D wn- lsatipns' t r5r Ham "r r r 14 n.. T4•.ennlsTru Preset-L'.laasdo and Sn'wath-Etsr tJdnalnml r.'G:.fi8 aAuot Irn:{IuC Opm9ue n',MtFIs dwX1,"xg 4=.I,ys °w"s:a:o 'N'aA WAI::drTr,ddie Edgo FheegNlaas CN.rddlW OdCv"a,Mri Aaluro"n4nnr acraquot, SAilliterr.(InniveArOwT,warp; OXXI) wneavir n) 15 0.. Th+oanm-'rru Ftwr-GleioYc and S i -Bust Nomim164411 artlmliorlarlhil wvc op -quo 12Mr2 = Yca Ye-. Y__ WA Composte Ewe-itmi snggle DoTw oft uottderKt, not Sidsl s a�aete9 ita{ , neel Cclrswi XCa OX or OXizE�s,' urffiwna P ng 7 'rE ry4: Thorrola Tru Fle-Glassid and SslxaTm-Sr:Ar A#clminalw8P.313:r€;�;lrmlpmYarguu€Opaque 1Md'.:':N'.'V"„11f7"' Nr: Ti Yzra 7"!tA Corm pl7a41aEdpe Fraorlsaa l` aniere Do.tr.'Amd g &claCrfth:iCai•tm:Cssrl&post'. alCMasIVYaCs iIrc�FC^.d3Vrdrlp; OxX D ronlrguraeionl 17 q. Tlmems-Tn! Hoar-Ciassic And Sr000lhSler Nominal a&#39;38quotNon.Impact&qa k Opaque r4t31= Yea Yes No WA Composde Edge FYoegtass single, Dow fln,"nglOu!&Vra X. onfigurannj 18 r, Thernw-f a €=der°Ciai and th•.SFar Nominal 0&1 Opaque 12M11,r;:i 7-1 'N'aA Yam: No A#A t"lornpoadeErieFaviglasaGeller %ku vi SLre#utal:s3 ialN4*-*,v�nnlgVO rt"amaaVag M), Oat ur O)VO ronfdgunoboons5 19 vT'irarnta-Tru = -=C:Iaackand'Simmo-Star Norural 6&# &v_o Non-InTpaznrI Opaque l2Mf2= Yes V45 No WA Composite Edge Finarglam Doom E wtoi or w!dlout Sirwft Lsrs*ngrOutsientr Uor OYXO cortguniiii ; 20 f. Therrrue-Tnu F.trl'= d5•rr and dylial tar tQdruuinal $e'ei &1,'uoCdlUn.IMGdGant Opaque 12'f3:Iii Yes Y_ No NrA Compendia Edge Fillaalglues'Ended i inor {InaanVmldlC]'wnsenTi aC-ohquradlA:n'J 2` u. 11'uICTIC rru Fiber-Claesdc one Strewth-Sts.r Numunal :'3,9:.0 &quatNon-lmpaet5quot; Opaque 12ei!gan Yes Yes No all Compoata Edge FYbglass Single D=4 wdi delite(sj glfalaln& utaw+ng XO, OXorLi)t0 connaural l 22 x- Tho, r Tru Ft-C1.Tor and Cam.. --d Sty Nomilnel &",AI aq-t I., lirni-Movi Opai 12f31J2!°r22 Xes Yv_ rb NIA Campoi Ekiler Fl xglaas Douhm mar AM or wwi'hout Sitters rfn9wingfQureYVAng. ?EX.v-a' 0)000' Torlfl wAlgoni 2S' wi Thenual FdOw,,0 adi and *wroth -Bier Tower! OUSeb vivathkasir apavi not 01azel 12131 2 Yea, Yes 11I WA Compoi Edge Fiberglass SirgYe Co., llrss'nilgi©Urewvrg; XaDrifiguration) 24 rt Thema•Tru Fiben-rassid and Smoorn--gear Nominal ftildi :5 aquatNar-Irnpaci&i8i Glffiad 1213112 Vas Yes hb WA campoAKa � t-ll�glass Sk�&a Cr�3e i! daYITTI {dnswingrCutAwrns XO ON. Ter OaXO coftaolone) '2.5' 'y. Tna'rrr°d •Yr6v Filaar- '74aNC aaldll lSeriinote-mar' No not G° k,':Ea„S (4p'.limt[''k:ro•my otae €rim Glared 1:V31f.2Cim'F Yes:. `f� Fis'r Tile, compumte Eaigs FI'haaglasa Ocable Gorr midn or without SFlelita€ Tait � 0XX0 wnrgvrakons) 26 z. Therrn-Try Fi3ar-Ciaeeie andSinth-Slar Nernmat 8ask33;08quotNon, ual; Glazed 12r3M:2C22 Yaa� Yes No WA Coml:4site Edge Filoarlllftawl Solito €€X € I€e�',w:vrla0utrweT �... XoaufitNUratiws) 27 za: "N"Vldarmm Tru Faatir-t;Vee^sIa a:nd ,m sRh-slat NoanrAak iu&a1,gtPdan-8rt�cyuo9° Glazed 1:713'1,,21=,g Yaw Vnd has P:d!'Isul Composite Edge Fllarr'Iglass Single boo, wwidh -Ydpr%u(s) (InswrpicilmOAa ng; XO. 13X or OXO aonrmuratiI 26 air. •rheum-Tiu F2aer-CNassla and SmoDth-$tar Nominal SUMOS.4uotPkar ImpexaSquot: Glazed 72131r= Yes Yew No NIA Composts EI*4e Fb rglass Double Doar v4ai or wthow Sidalites (Irlswrg70ulswiag; XX+x O)0XO cordgxnaii Florida Department of Business & Profa ssionnP Regulation Building (Codes and Standards Product Approval Application Detail Qft Lg itu villitim lawasia , F` n"M 2011 FA Wind rii d Do" Orw almost Luis Ifto do i, : isev>sa+ 41 Vrktll. RE Cafepaiy: EvredCr 13 ' 2I `a1135-3300 PE-52514 f71:_„'r`-6454 SlmGitegpw. 311 Iniona Door Aiellver. bfsrgi'r[gmw.Y,1 c cx:ilp'liinne' IMeuhdsk Evakiallm P"apolt kno a rloAda Nrgrelared /speedo a Llcea ew ni:,dda Pro nin d Eirdl es FL41532 -ee P:Adumss Eld, I saga. Clai 2i &d:h pgll:h na 3N91" lie f 9O k-MMA iouartow 101'aill r gWelzo 17,1 1 Ar±VAa'Itd Quaky Asalrxom ApPrgydfm Us. Amxovpi lira tInitrate rim gage-k FrodMlillodeeGx or n@Mt nipwGi 29&0041R Carolina KKD#aUwage bL out" NVHt B4fiiS6 RrItin f. 1 SERIES 42r5AIUMINUMSGO SE RIES 420 ALUWON U M SGD OXT) 12fbiM4 Flo Vex No wi 145,314$qurM:xBUbli 7 OPOEINFGR ED 2' 5ERICS 424:r4t,IUMIWUM4 SGD .%RIF::'S 420 ALIT MINVl On iSSI) Oly, XO. XX i:iCd:t1'I:nOI No "W'gara No Nip, 9Faca.ueY:., r19CNkFlat ;143N.RENw Fa'3R'CEq 3 SERIES42DALUMINIUMi SW REINFORCED SERIES 420ALUMINUMd SGD REINFORCED DXD 12MQ024 Pia Yirs M WA 145"1VGgaolxSeuaubl: 4 SERIES 420AIVURlilhl E30 REINFITgrED SERIES 420AWMINUMfi S5DREINF0euEUOX. 121311 Pro Yes W NIA X9, X),9BSgMX9 qad; .. SERIES 42 ALUMINUM SC-0 REINFOR= SERIES 429) ALL] M11Ntl M SGD REYNFIACED XXX 1X/3112024 No 'fir: f4a NIA 1436quol;x"an.�s��a. Florida Npartmenf of Business & Prol'essit :ai' Re.wgillll$:tion BuhriingCodes and Standards Product Approval Application mail PamI 11M'2021 1 ` MxnrrtaealuiarCaganE11ap1eer a Lictnas W'amktd & YUIMA Stflanliled FISC Anomv it Apirionial.�iglA Rsadstxl 2Gh1 wann.0all x diode, or overhead can, forinins iraarsn don. E sales Jelfi F. Anroi F.E. iW2120M 0i 2Q020 1211ri'b2o Appranad carporel4on t336)76.3-8121 PE-S1737 f904)92i-520i) cafe$arai: Ellaldar odes dkcmlvrayltrdaaaa SulaCeteoMSariSTlatdr Coe, A3earivYas onk Cornpil Wee Infix d. E4dusrlal Ripon F- A Floi ROJkGdkllrbd AiddliKI or a UCTAUd Floildo PrWasslooal "rear P L4sz4a4tZ$ ROOLKz5 can a rktalur Ar __=_. a�ra'rxir4alaa A�novae rm use Fr XOi. ,did NVfN4C `1 Una 3 ldOrlg4r11Na162M1 75 w3s. Me,e ,Met llel ma �! g 1 9': :: 2:r" IJVD2" P:&r 'Yri amftlt in two, diftivii I, seaman 1 G - 30'9Y)F81 eCP82r�# f Sm3 -p Max'4fR.. i36M'S5: Pr1ax h t.Olaiin. 9 rl:,„ I'S 15' "� It. ZY ido Yea Yea ;=4.91003.55 ava:lablo in tap or irdeatxdraYr rOGrYan. 11 &KOO61011620intIn 1660S�. Mo, wai l48ali peat heiyat. C4ae" 121312U23 No Vi,s Y-_ 13440F38.30 a+ariii in top ar Frsm wC;dffis sect1w JUN 2' 7 2073 Florida Department of Badness & Professional Regulation SutkingCodas and 3bradardin Product Approval Application DeUM PAI t is N Ni {trP1 Vidal Reviles Assi _ ,i rAma plans R co EAU d IPra drhrlr :'di 20 "^lldrl'1d"r D1'1dVdr9 of A,A,L'AD IWvII: Torn Raidpy'' IlI LLD 4roy'6 nap,. P.E. 1. 'rr:""Ik e. a:+'Y111425 'e'd'':;pl,°mwwell canivd3^y: Sleffi -ID-3 d44.1)494.2a13 I.44,41mr-olier compliance with the 2020 FBC Edition aWCataglry: Est€N Dow Ctmy^wsCCVi Can.retleyQeeae stloy.ea �lira�eh lR eadadanM�a L kg by Debra Anne Klahr PX2300 17WISIZaltiallitipi 1 �:r:r&4: .g,4a ARCr:t� N:'#5€. ElllirVn':1', fir.:l Sunda, Product: 1 Mild4arHead! Pralliti Danai�aa "ad=1EengANNdDdderhasi 607. TOT, mm?da47 :paigia And PeY^s U Flesh, Gki,od. and'­-eInri a Ana pale xd 1 «r.11fa1'4;a Yes "fed Yes WA l5ca1,11 rlollor amud doanr. ! l • s ! 2 1 0 ■ !i • i ttl. ! ! s i • �i i 7 �'d SHEET NO. PA 1.0_ 11 (3) (1) = Florida Departirrient of Business & Professional RegUlation Page A od 1) Flondial Deepartinnerit of Bursuso�s & Prcssss�nol Regulation P­ I . " I qondu Department of Business & Prufass4onal Regulation pw, al Florkla Dope irtmi of Busininaiii & Professional Regulation lliairl.(2 (/) —�U— (D -+-' 0 Building Codes and Standardet 1 101429-1 Budiding Codes arid Standard-. V51�Nl BLikilling Codes and Standards IrWicli Building Codes and standards I F-10-1 I -0 > = I ProdW Approval Application Detail Product Approval Application Difteil Product A pprow-1 Application Detail littoductAppiroval ApphIcation Detail &_ = 7D I � ­ � I . I 1L.: , � - .1 - 11 1 I 11 � r 11 ,� �,,�, - . r, .. � � - �­ � w �, 11 (1) o— 0 , I I I I I I . . �1�1 : L � , I : � : : � : I : I I - - � , , , I I I � � I - : :: . : . I � : :: � � I r � ' ' ' L -0 11 , , � , , 4- 1 - �-� I - I � � � I , : � � � � I I I I I I r - �: ��' I I ' � � ; � o :: I , I � r� t � 4 � � � � i � : � , � ! � � ,7, �: I i � , � I 'l , , i i i i I � ! I : : � � I � �, � T : :::: : � : ::: : i � : i : : : . :: : : �; : : : ; �� 0 , � : : ! I � : , , �� L� : ! �!, I � ,� I � I I - I - � - I r I r I � I :: I I I I - - - - � , , " , 1. L . , Wou : !!,:!,:,��: t ;,', � � ,, :ii��!:!:::; �. i�: I ! � � ''�,:i I ': , I I I I I , 11 I I I I I 11 � �:�� �: I , . : ­,�;, : : : :: : - � i :: :::: :: 1; :� L �l : r�­� I I . .:�­;::,r ", .... 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E lefiall-11021 MltirM21 I On W11:121 1 In EF-1021 App-lsd 7iflish YlTA2111 WenuoAtu"M c1gaml M� A Vc#rhaq %tal"int By AtirlidabW Sibillthhel i%1_1!lPPJ[at!11 AD tvli�unh Ws vinhom Riletmio- CoIntraist 1�ndrrtlatA Listed vmmwft thilm islamnewd Far ammm Ap---Y.d &I*- Zu teimun" WasitiI EnarngilL A Lam iiiIII ft Yj1" &ftiftod Ef&au-omxg Apm 9-49% . im 1 W (3) Category. Zewrior Dmtt IWO) U3.7M PE=41140l; (--I T) T67,66% Affirmad" 200 PrT 1,,d.sui- j- R.-da W.ml-Dud. Deco - CEP kfils-D.d. RIC, - VAL litI51-52c liuynm 1WT­I12QZ0 Appt�v,�J I - ZQ-w ral ii&�-_ .,d Door, iYeirt aftuarin Am c�i �­ �O 1.0 u nu .4�r Nit Unch K I oklaml-0 1 Wo - e� 1 - aw'210 Applouea Rah�- 2020 Q W..d-s .rd D­ arent sin"t- An-— eoerhourn, a— 4 ou-, P. I V22nim � ltmom 1112arx-10 APP-ced 0 0 (r, :t� SulaCiataqW. awnring Extenor Door Assenintilkh; ztIamerswiethearnalru- Gdationt W­�­ ��W)VtV,irw Cftl` 116�16x` carogoir wrldows �Tln3en­_`� Maw,unfad,­ -x---.- I -1 I �', 3t r_51�54 c4eqw Windlit.1 f717538141300 hft.,VvW-A.­arj- ;71T,ailt,464 GormallinnoV UtOo�t E,afluation Report Ilm- . no subCalinatay, �4- H"Q ,G1�ki41lpg0r*jsQn%%o Sebtai.laonr� HcdN.qnaIs1dff b�.Wo,o­c- sulticartolloef. Fit'-d bsftln".Ih-�_ Plarrida Regiatered A-hilwt W a ucenaed Ficoda Onampli- $Path.-- Contlicati- hlinl� . Liela enn � conquirmen, M.t,o&� c,teolitficiolon look _a - -druit Complier. 01(hod, C-tisith- Merk o-Li.hra a) -0 0 -0 -0 Profe"Knal Frignueer lfWaZ9_A&ft9d11W3 EuDMgl-R&RLMg,Bl, faiilliMilwHURaaiadl = 0 0 - = a) !a- - rLIMIEZ 2-m-duc 21tu-&Iutle�d &adrn,NitgrYAa &uccinu�illiNiI Indauil Dfliall gwiu A&al�� aguitr-u.,?! �u tnW2&A&_9" bmw QW0 litudaAaliandsat Anit"'Vedlis Ul Arantyind itat del lusia lall;koLl 0 CL = �2 --- Qualittramllimildi ammyed for 6 ROW-92i r9r 9 10DIZI Dow Alitut I kwL&LDavi" � - .1 - lu. It= wWAILMYtit ftihsRid pilailtif U" ftirlial MEN, OUR, in is 2r Pulil nsidetil lao2sala Mwiiiisia solittalen ,. KVKZ W" lj= emmm a" J10615111120d'"Wiff-ItILI(lialit N2191 Zlaildlitb CarxiLWAA91!iJDOi W-ftg piltddiLdti& Milittlial Dc"twit. = �_:; _SUA Product Moroni. Number or Oame laroductilleirchipdon Contract Exoration Date in HVH7 outgrae H00 AMP-AB'd Pressure �! Sk5500 (ilahipe Lks,u. bropaco �Ah�i give ll,"g W."ce- 0?Y36=2z Nt� Ye. Y�, HJ& � H!� W 171'r-cl F.rg. Preu., el,.G� in-5-4 ,--h- 02�181*1124 K. Y., Y6 -5&,!51 I i'll3pW 73 � 7' .W.bidl Gl". o4mlap No %'a. N� -4.404M C_ - 0 LL_ - I a Thentne-Twu Fiber-Oassi- and Smoeth-Siar Nominal WKS lliquo"Jon-I wiliaot6quot Opaque =111=4 No Y� No WA (Z 0 0 L+_ M Composite Edigas Fibergilass,13ingle- Door CZ 0 > (ImywrtliOurttseinii, X oBrificuration) 1 2 Is TlurnniiFTw Fiber-CAntalic. anct Smimith-Star Numurna 1 61I 6 &aquct Ngo-1 rripactiluclum Opaque 121W11022 No Y�� No rVA I -SQ —0 E (1) 0 Composite F-os Fistinglass Singie Door wth . Ln (1) L_ L_ -qdelWQ (InewnglOultwAng XO. OX or O;KO . 41­�_ 0- -Nuoili ... ) 3 o.Therour-Tru FbatirOaNwipoamt3rocath,Sair NomimiSUW,8&qLickt4on.lqmot&quat Opaque 12i3V2022 No yes, No TuA, � = MW I,0- 2-- cL FloantillorA Corritcolla Edge owinle, Door Wirt a � - . = -< w0out $46olit" (Intrionlilioullani xxor Q)= � -C - U) ocinfiguredionia) - - 4 p, ThontrithTau Fiber-Clacthu and Smooth -Star Nominal 76#%t 0 &QW- Nqn-1 iripacri5quot. Opaque 12r3i)= Re yes, h4h) WA Composite Edge Piping lass Single DOW (InswrigiOutwing: X coningurancin) 5 e Thannes-Tai Pitnarr-Datae5c and Snacoth-Snur Nominal 7&039, it &quiot: Non -I nhpad&qucrt; Opaque IM112M NO Yes NIP NIA Oomposite Edge Fiterit lass Single Door wth Sidelke(e) (IrunoinWOutsii,iind, XO, OX or OXO configurations) 6 F. Theires-Trit PlIster-Claasslo Wo Sn000lh-51ar Norninal 8&M;o llaquothorn-I hilipacifiquot Opaque 1243IM22 No Yes V40 Fits, Florida Department of Bwarriess & Professional RegrilaWn, pog� I V I Feddiat D""n't of Business & Professional, Regulation P.r I e I Florida Departneent of Bhusinaiiss & Professional Reguladon P.rlai Omposilia Edge FIberVieva Sing le� Door Building Cades and Standafdhr MIUNT BLikifing Codss andSlaridarde, 1,%=11 Buidrig Codes arid Standards a0=1 onviiii4owtswits: X ounligurearra7l 7 g, Theirrio-Tru Filains-Chawk and Smooth -lilior Nornhod IiMlilago &ou9tNpri4mNe%qW0� Opaque 120.1mm No Yes 139 RIM Comilmin Edge Fibilislads, Single Doew �adh Product Appillatial AplidloaWn Metal Product Approval Appl$cabon Detail Product Approval Application Detail Mdefile(s) t1rMe,mhgn�XAhwiric X0, OXor OXO .---.--.-. configurations) � �­_ - 1­7 ___ ­ ___ I --- I __ ___ I - _­ , � I I I - I __ __ ___ __ , - - , ,. :, , - ___ . . , _ - .__ __�_ , _ . � - _: ... ._:�_ 1 , �", . .:2, , , , _ � � - .,� .__ ,� ­ __ ­ -_ - I -_ -_ . -_ - . I -_ , , ..., � I I � . �, . � � _ ­ 1: ,. . � . . � . �, I � I_ I , , ­ - - - - ___ - I ­ I - I I - - � I �- - , , - _; ". �, . , � , ., __ . . _ - _.- I ­ I U& li - _ I I _ ­ - I - - , , - , � . � �. � � I �. . �. I 1- �. - I � _ I a h, Thearat-Tru Fber�Ciawc and Stonvoth-Star Norninal M#30o tiquintuNoth-limpsteditcluo� Opaque IWIIX22 No Inne No NIA :j;WgRa;", _71 __ �L-, , �_ ------ - - - - - a - I I - I rlilllwu � - - ___ , � � - � � - __ t � 7� , . � , � __ __ � � � - . , �. _ - , ____ ___ I 11 . - - , - - --- �_ - --- , , � - ------ -- � , . '... . , - _ . � . - , , � ., , __ � � ,� . , �� __ _._ - ___ - .--- � - - ____ I � � I I . - I I . - __ - I - - I I I - -_ , , , - - - ,. , -_ - - , - ., . _ , . � _ � . . � , , , - � � . , , , - - _____ - - - - - , - -1 - - - - __ ___ __ - - ­ - � � - - - - I - - - - � � . - - Compenift Edp Flit"im [usirl" O" .ft at I Withoull smifts (Ir'-f0inglootniiing; XX or DXXD Call Early � .�ka goll Dint laweirw Eft Zak Enlirr or 2" 292 2"2wfts 2" C21111 211 all 29LZVAM Me onaliguraboes) Tim Y=itsi litaingfe"urff Cedad Qattivror & Wevoir V�Woed try YAI",d z�*Mk rac A-Myel &AWN St.- X= x1aim awaillidm CROW Enagaillick _Lh_1 YA"Ild ft YAW29 ftw4w EK&RU!" Aplimita Aida TV- VInt-upy stainuntrauror 2901im =& Licensor vaimatakd By vAdgm 8Ltmoh4 Pao Approval Approved sea 0 L Thermu-Tru Fiber-Clammicaund Sitioallt,litar Nominal 6&#,n;8&qwtINor­IrrPaatS,quP� Geazed 12/3V2= No YIhs. No FIFA Aftattina n7O FRiTinduslact javu, R000.sM Mr-A-02a. WcO- CER Wer-W& EKDCO - VAL -ile"rWo I I -WIMV. 1-ml-luX, ,N1r,_j R.,Asi- 2020 MI Wildowt ­4 Doots R.shl slana� Laut R L­ �E zia,4s W ui--N PC 1 FWUSM20 1�400&20X i a n W-1 a-10 I Wt." 'so AW--d Aff[Plat" 202U P�hn,ouwrun, 1- Rr­.% ktanmrrs� acco - CER Warr-Mde RCCO - 'JAL 1 1xA!iLr_V2rr 11,06,201V I 1A 1,1213.70 AW&-d Ooraposin, Edoo Fibernme,63inalit Door erteqa.Y�Wo�o. (041�446-0,10 ,7LWL 3315-2F�,90 cat.qwr W-ti- (Tii, _-V, 35an PE-121,14 (71173�47-"54 Ci4ohniar IAA,d,- (941) 4 W_ I to (716) 315_2W (lasaiiihilrOut6vorM X aonlkt;iurxron� Solocall.g.rr- FruI 1, Inurovg k1dNuFBhN_qle@.c Wt�C.anru� rtow, oiureifnsgmtwu�� 0111--magear IA0NI1% jn*v%,NiI4ix0rdNhae5C 10 � Thopma.7ru, PlIter,cantiali Snion1h,rSor Nominal 011ipag &q�r,t,��ittpazr&�li,�rkt,r,la2ed 1261i2orl No Yon No nilA C"m- iseum: ceit",�11_ kbti, A Franc = Colloquies," MARIN4 EltevQuon River Wo a C.V4.smWWh&di,7wffl,.i[.r, Maile . Lhtog W Composite Gdgrh Finergi A Single Dooi[ Mtli rl,�,Idn jetsislem 4 Arnhiork - � 41,sn-d M-na sdelthe(s) (InWhft�DjtsFinyr,KQ, CX,W Ono fi�R4.�An py,ih�a�w Evsr­ E"_112112mm oonfaquindiairs) 11 k Themna-'tru Fber-Cliansto and S�cnth-;Brar Norninal W39:8i5quouhion-ImpaicAquor Glazed ID31=22 No Yes NO INIA Qv� A.Plor- Amatuall"llar Alts;f4sallatillse m2ig cangtic -0awtvAivirance, A92BD292LUn aw.mug-f.Lihz Imartual 2cim 0a,mposrair Edge Fiberitizaa Double Door with or et"i Nodtavt lieft 14wheir or fiew Firtatuell ctire"bon C"hairl E.CluIllion VAr &r riviliz =dft HY RtagAl- "Jpm INA largietig 140001. "umber of mum Ris= ViscowQ11 colraintentliallonva in tlWZ QUINI Resonant promm Willwl Sidiallies (Iftowevourtsaing: XX or OXXQ 5 rVII-Im dArgs, m6ilk. irrpac�! Vire? F4,d VAn4-- 14.1k" .1�� Y_ `_ Y_ No, agimt6� AlIM113912LUS-1 229M I sedans for All Doors asid iniI Alumae,_ artafficer MQ66�021a Yes ye, Yes NIA oxiffigurad"s) I i :I!iltal ftell'ut Radial lis At Ilimig Di9=- Detail" g"-. Lialuilmlise . awl" 1142 Lou= Emaillial Yes - � ZQ111=4 N� Yi� KIA 12 L Tharima-Tru Fiber-Clasuc and Smooth­aof Nominal 7&M;O Squal;Non4aipalliquot, Glazed 1=112022 NO No N?A � 6764 V�darel iii.- Null. Y. Compowinn, Edge Fiburglioni Single Door onvewngii0whwing; X conliguiralloni 13 ,n Tl--,..T,. Pita-Donw-d gricanth-Su., Nominal 7$.Oag�0&qu,akl,i.,I�ped3q,j,3t:, Gsuzei 12131112022 N. Yes, No NPA Comiscado EdI FtBv;as% Sin, I'D Dx� I'Arl) Sildolne(vi 0 hs"Aning0uhs"Ing; Z, OX or cixi�) . aonlgrara�onie) 14 n. ThaticsrJm Fba,-Chreask, And Shnooti�Slar Niorthat S&Xn:O giquothrori,impacdiiiiquot� Glued lZA1311j"OZ, No Yes No FWA Corn"le Edge Rbarlasass Zing ta Door gnzaArlg(OuMw1rW. x ontutigulanton) 15 o. Theera-Ttu Flow,Cessic and Ste th4bav Nominal 815iftno &qauttow,hanpactilaquot owed 11-SIP= No YM NO r4IIA lormpolids Edge Filiteginota Single Door win � E-Welair(s) (Irramaill/Ouninniong;Z, Ox ot Qx0 annitiluratJonsi Florida Nparienuori of Business & Professronal Rec gulabort ll.p I &I I Flonda Department of Business & I"Tafesskinal Requiation Far ZWZ FlDride Department of Business & Profossionn-al Regulation perwi. 15 R TInenroli-Try Fitsx-Caracuo and Sonooth-Star Nominal EAJI 3quotIN0�1 arpaztsquat r3lazel 12ZIM22 INC, i'eIi No NhA 8,Adnq codes arrrJ Standalf0i I Wr"7 1 � Building Codes: arid Standards 1QF1=1 Buildirig Codes end Standards 307B= cormlimbe Edge Flinerroulea Double QW aad, 0, nithout Shre4bes (I"wrNhOutwitrill ri�.YX or Oxxya Product Approval Applicallon Wall ProOlict Appruwl Application Data 11 ProductApproval ApplIcallan Detail unarfinurahonlri I I q Fil�awrro-T'r�i:Fibor-CraulcofidE��,nookh-,Aar Nornnall M93sh &quoL!1,4oi�4mro�t"iuH.:,�',p�w�" 1:2A i =12 No Y'ra, NO MIA - -.----.-----,- - ­__1_1­_­1___­­­_ -_ composIse Edge Fiberglass Single Voor Fid. 1 � I � . I I � I I � 1, &WdtleM " � , I_ r "I r I ,_ _ I I I r I I I - r : : ,� � r I � I I � 11 1. 1: I., 11 ­T'i­ 11 � �, � ­,­ � I ,", � �: � I 7, � I � I I I � I I � -, . - � I I � � � I � I - I ­­ � . � I I ­11 I I 1 , -, : I 1, "I "I I �6�6 11 I � � adBaxiii I - � r � I � � x � �vl i � I . I � I - I . I L I - I LU � � ; I ­, � , , i� I- I mll ,; - l� I � I " � - I -_ - ­ ­ I I I - I � . �­ - ­ � �- - Transom (instaing.lOunomnir W configbauJon) . 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March 6, 2023P A 2 �1 0 C) Simpson Strong -Tie 2020 FBC Approved Products upinottect 12zMeri Simpson Strong -Tie 2020 FBC Approved Products ilrdated' 12W21021�, E� Simpson Strong -Tie 202D FBC Approved Products Updatild 17F"W20 EMM Simpson Strong -Tie 2020 FBC Approved Products Updai l2r_�Uoi2()20 0 For alrect Inks to all SST approvals lisiold beow, 7--1 -:1 Inks 10 Nil GST approvals listed tie1c. ig� Ll;j( ri cot drect Inits to 01 GOT approvals illsoled below 1,11��Tii Factor, M� 7Z:7 For addiflarial li loorpatton regriji Flano:]i Stationelde Product Apprpi arlem and 11,1111allool-Cede Coun ty Natte, d Acceptance (NOA), §jjPA ii For eddiroortat orrecorroidlon regarding Hcio�s 4!� Meade product ApprcvW SysTor m an 0 sorre-Doins Cam tj Nodi of, A0,00- p raWt (fix A) ±Lmttr�, F-1 additional Information regarding Flooda's Stal000kle Pronisri Approval System and TiAtintl4tralki y Countor None of 1 (a) 0 4M Cn -6--1 FL#12j!jfidR$ Flejfflii 11 HUS. HUSC series hangers Face -mount hangers avallable In Widths ranging from 1-518" to 3. = M -M , - WIVinindissioghe C�oroaisfadflayoga CD -0 0 -0 Cf) JW Prodgg_fjdgdsLNu�b1arqi:Na-e PEgdgZ WgRetJoin .4W PEgdli Model. HUM kgr or Name Product Qe5crii Seg_g PMdW Model, N uip kgr or Nai version JHUSC) available for models having voidth equalto or 0 0 I Titen Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 114" diametwTiter; sterriless 511 masonry sarew 1 A21, A23L. A33 A34- A35, A44 Angles I i BTi BTH Bi;ukToes greater than 3-ail 6" = I_ - 2 APA:21; AP#A, APA6. APVA21, A PV � 4. APi 0 u i d , a A cr e ms A n 9 1 es CWT 12, CNIST-14, CMSTC1 8 COillErd Straps 12 IU S series hangars Face-mournt hangars available in virixths ranging from 1-7/8'to 3- 0 -0 r 514. CS1, 6, r as 3 APa44,APi344R, AIPV866, APBBBR, kPi APSWR, APB1UIO, A9B1Q1IOR,,1kPV644. Outdoor Aai Pos � Cases I CW,, CS22 Coited Stiaps 5fB' and heights ran g Ing from 9,114" to 1 t]t' 0 LL E11-06896RO APVPA4R. APVB%. APVB66R. AW886, APVMR, APIVU101 0, APIGI Of OR 4 CSH Pl 8, r-SHP20 Called Straps 13 LGI-13-25-SDS, LGLJ3.61-MS, LGU5 25.SDS Face -mount hang eis 4 APDJT2-4. APD.rF2RA, APCUT2-6, APDJT2R-6, APVDJT2,1, APVDJT2RA, APVC,.72-6, Cutdoor Ac--eriti Doerr Joist Ties 6 CTS218 Com pofisitsoll-ension Strap 14 LU24. LU26, LU2B, LU21�O Facstnount hangers 0 M > §j" ProduttlModill, Numbeir qr Will Produtta Description APVDJ72R-6 6 DSP. SSP. TSP S'hld to Plate tie 15 LUC262 � L UC21 OZ Facc-mount hangers U) -0 E 0 I SDIO112DBB Outdoor Accents Connector Sinew 6 APHI448, APHH45R, API-114610, 41"HH61 LIP Outdour- kincentz Heavy Hanger 7 H1, HIUA. H2.5A. H3,46, H7Z, i H16S5 H16-2, 11115-2S Hurrioa,* Toes 16 LUS seriss hangers Fatao-mount hangers available in widths ranging from 1�911e'tcr 4- 2 SD91 1Z SD9212 SD101I 2% SD10212 Stronq�-Drive SID Connector _S-r �w 6 APL4 APL6, APT 4 APTS APVL4, A.R.Iii 1471-ri AP-78 Outdoo= Acrems, L and T T 1-� Zk LICIT 2, HGT-3_qGT-4 Heavy G ird or Tii SiB" and heights ranging homVior 10-1 5lil (i 3 SD9112SS, Sli Sitrong-Dirtre 6D Cornecti Sid Screw 7 ARLH24, APLHZ4R,,APLKZO. API_HWR,,K1LH21 0, APLH21 OR Outdoor Accents Light Hungary Q HS24 Hurricane Toe 17 MGUS.63-SDIS, MGU5.X-SDS. MGU5,50-SDS, MGMA32-SIDS, IVIGU7.010-SUS Face -mount hangers 140- -+('Uj 4 SDCF22434, SID(Clii SDCF22614, SDCF22700, SDCF22M, SDCF221014 Strorg-DrivieSDCIPTimbi Screw a BVLZ LeOgerCmIracIor 10 HSS2-SDSl 5, HSS2-2-SDS3 HSS2-_'�.SDSa HSS4-­SDS3 HeavyStud Shoe 18 MIU series hangers Fac,-roi hangers available in Wdithis rangingfrom 1-9116"to 5. U) GDCF221134, SIDCF`2213�14, 50CF27195-6, SDCF2723-16 9 CBT2Z CST4Z Concealed5eam Tles t. 1 HST'2 i "S-15. HST6 StrougN Straps I PB" and heighlas ranging from 6-1511 Vito 10, Vi 5 SDCP22434, ST)C;P22512, SDCP22fj 1, 4� SDCP2-27OQ SUOP22868, SucP22912, SV on g - D r no eS EX-; P T! m bei P Screw 10 CJFiZ� CJT4Z CT5Z, C;.)T6Z Concellao Joist I A's 12 HTS16� HIS20, KT S-24, HTS28 HTg3Q HTa3X, Hea4y TWst Stra r 19 MUS26, MUS28 Facia -mount hangers SDCP221 I DO, WCP221134, SDCP2714(X) ii DJT14 Di,,ckja!st'rie HTSQ!9-KTZ HTSQ20K- - _4 Heavy Twist Strap 20 SUR. SUL SURC. SULC series hangers Skewed face-mourit hangers available inwidths ranging from I - 6 SDHFZ2-7400. SD14R27614, SOHR31400, SOHR31614 Strong-Drve SUH R Combo-Hrad Sinew 12 DS urvlekiall Sltop LFTA Light Floor Tk, Ancmor !Wlft' b3-RsWannd heights ratio Ing from 3-V16"lin V-1314" SD82511 12 - SIDS26134, SDS262M, SDS25212� S082530D, SIDS225312, SDS25412 SITong-Durve SIDS Heirvy-Duy, Connector Screw 13 FC4. FC�'G Frarrimp Gipfi, IS L,:37,49� 1.611Al2 1-STAVE', I-SIAla- i-STA21 LST'A24, �QTASDi 11STA36 Sloliglill. Straps Concealed flange vetsicin (SURC, SIULC) available fat all double SIDS2550i 913-825600, SDS258M 14 FW A We F a ton onan a c 112 An Q Iles LSTI _�Q, LST173 StraghtStraps 2X and 4X models; on ly acatte flange is concealed. 8 SDS25ii2SS, SOS2520086, SDS252if2SS, SDS253DOSS. SOS253128S Strong -Drive SGS Heavy -Duty Connector SS Saew 15 GA,. GA21 GusssT Ariik�,. LTRnO, LT840 Bridging 21 Ll sores hangers I'anne-iriourit horgers avoilable in wi0ths rangingfrom 9 SDWF21716; -SOWF2720, SOWF2724, SDWF2-726, $rAVF2730 9trong-Drive, SIDWF Floor -to -Floor Screw 16 H2i i Ki HIDA-Z, HIOS, H14, HGA10 Hurricanio'Ties 16, LTS 1 2, j_4] 81: 6, li 8, LTS20 L iA hit T , -,-ast St pap Wand heights ranging from 2-5(8" to I 1-Iiii 17 HCJTZ Hea-,v Conceined Joist lip 19 MGT PhiedrurriGiWer Tedciivr, 16 HH4, HH6 Header Hangers M M$1`27, MST37, MST48; MEST60, MST72 Stralightstraps ftli -RS . Stabilizer '. MSTA15� fAsl",08-, MSFA21 W�IA2_, MSTAi TASTAi MSTAA9 Straight Slopps FL#IQW-R 19 Ki Knee Boi 21 MSTAP, NjSTA1'4 2D LX Lou, 1.70� L9D Angiie� 22 ti MSTC40, MSTCZ2. MSTC66� MST 8 Stra�ght Straps .§Igj Product Model, Number or-Narne Product Descripi 21 LCF4 P:),3t Cap 2-1 IASTC,4-183, PASTCieii6m Pre-9em Straps Product Model, Number or Naml Emducl Dillscilliption I ATR318,ATR1lZ ATR518, ATIRW4 Threaded Rods 22 LSW, U650. L370, LS90 Skewable Ani 24 MST12C% NIST13fD, NW146, 11jl$Tty,3. [AST172 Sibilight Storaps 1 5A tones hangers Top flange hangers avairable in widths ranging from I -iiii 7- 2 ATL05L ATUI D8.2,ATLITA, ATUD9.2, ATUDY-3, ATUDII 4, ATILID14.2 Alloinorinum, Ta�e-Up Devicp 25 LSC7 Adjusfab_,JeSitair Stringei Ccrrohecrar '_A fill tATS18 MTS18 frolITS20, toofTSS0. WIS30C. filled ILI rin TvAst St ra; p 118" and heig into ran g ing from 7 -1 IiVto 30'. 3 EP'-VS-Z i3PI/2, BPI/2-3, BP5/6-2, BP518-3, BIP3.14, BP3/4-3, BPRTUW-4 Bearing Plates 24 LSSJ25I 7. LSSJ26RZ. LSSIJ21BLZ 1.5s,128RZ _S��J21GLZ. LSSY-11 ORZ Fied ustable Jack Harge, 2& NCA2,00�12,14­_.ai NCAZA-113, NK-,A2x10-16. NcAOX12-16 brodging 2 DGBF series hangers Top flange hangers avishable in YAdths ranging from 3­1WIlo, 7. 4 CNW318, CNW1127 0NM(5'8. CNWN4r C14�N5`8-W, CNW5/4__d8 Coupler Nuts 25 LSSRA 31, LSSR21, LSQR2 37, LSSR2.56 _SSR210-2, LSSR41 0 Fe4d ;7 RM4312, ROW&I4 Wall ri"ill I g 6, CTUD55, CTUID65,, CTIJ�KIe CTUD715, CTU076, CTUID77� CTUDS7, C"TUDi C TUGVT Cocpkirg "Fake -Up Diti 20 L:FPl, LTP5 Tioe Mass �M l RP5=2 RPS28 Repair Plate $tsp, 3 Dt�l` series hangers Top flange hangers available in vridthos ranging from 1 -I/Z'to 3- CTUD98, CTUDW 27 ML237, MIL247. loi Mi. MI2107 Angles 2-11 PEN Slmd to Plate Connectoir 5/3" and heigi ranging from 7-1 4'lo 21'. 6 N3. fill i Noll Heavy Hex Nuts 23 MMH8 Root Tie-Dorom 30 SPI � SW2, SP4 $Pflo. $'J'A, Stud Ross Tie 4 DGHF series hangers Top flange hangers available In svidths rangrorq froor, 1 -Wto 3- 7 N1 11.013, RTUE13B, RT(J04, R TL[Daigi, RTLIJ5 RT11_Di RTUD71, RTUD6 Ralchrosing Take-U p Device 29, Mli Hinged R,,.,t Connector SPi 5PH6, 5F1H6 Heavy aud Plate Tie W8" andheights ranging from 9-1/Vto 2ar' 6 TUDO, TUD10 Take -Up Device 30 MMLU20, MMLU21i MMILV25. hAl"Wi 'RALU210, NINILU112111, MKA-LUlZi9, �,IWILUQ­11 Face-11-olidurtit Hangers Z2 5S11.5, SIS2115 S_S316$al__5 Swd Shoe EG51 EG7, l ser" Installers Topflange hangers available in wdths lisnprrig from 5­1/4�'tc 8- 9 TUW38 Take,UpWasher 31 RF.r_ Ri Roof Boundary U_�Ips 33 STO,UT12, STlf1 Sr=�Z-72-Y,1, ST-2122, ST2-05. ST22-i5, STw1g, ST8224,ST67W Stalignt Straps TBr arod heights froinging from I I " to 32-111 ID L11;53 Sily'' Upilift ttod Run'toedaNyin System 32 RSI -3 Root Tao -Down 34 mfm B27. i m.'l T842, T94B 11i TP46. TM TensicrBridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-Will"to 7- 'if IJ RSA IQ'' Uplift Rod Run Terdoavvn avistern 3a Iiii RTC42 i RTC44 Rigid Tie Conneo�ihrs 35 TWi 0, TWS1 2, 'RqBl 4 Wall Braocing 1/4" and heig ints ra ri 9 ing from I 1 -1411 to 37'. 12 URS5 W` U pleLL Rod Run Tedavvin System ?A STC, 97, CT OTC, HTC4 TrussClips- 36 VGT,VGTR, VGTf_ Voinali Pitch Sudep 1"isilinvor 7 G1,8sarki haingfus Sinarlho hangers avaRsbie in ^i1iniths ranging fican 3- $142" to 6-7W 11 URSA11 $N' jinklt Rod Run Tesk-rilstroSysteirro 5,11 TJC2:, TJC57 Truss jack CIps 37 1jVS1AX Wall Bracing and heQhai ranging from 8-1t2" to 28", 36 Z2, Z4,24A Panel StiffeveT Cliti 8 GLTV sene5 hangers Top flange hangers available in kmdhs ranging from 3-114'to 7- Iffit" andheights ranging notion 11` hi 32". FLM0441--RA Eli 9 HB series hangers Top flange hangers available in widthis ranging from 1-9116'to 7- FL#104i 112" and heights ranging from 8" to 3(Y' §W PrAH91 Ngdel - Hilm beff RE NAM2 NO(= am"XIM §W FE2911Z 1110921, N UM I&[ Qr NAMI Progggil Deis2fliption 1D HGLS sores ningers Saddlebarigers available, In viloths arging froont,9-11Wto S-7)'61 I i, Holoutlorsin gM # Product Model, Num bar w Narn Product Nscription i CBH2.V-xS-5, G2142 SW (33, CBP1374.75 Concealed hangers and heights ranging from 10-1 Zito 29'� LU 2 HDCIQX� HDCni Hold-down 1 AHEP Adjustable Hip=E,-j Coarm--tor DU, 9111 DHUTF series hangers Face -mount (DU, 0HU) and top-flari (DFIXF� hangers 1.1 HGLT series hangers Top flange haingers available in %Wths retigin fiforn.3-1/Vto 8- 3 H008, HHDQ11, HHDO14 Hold-down 2 DSC21Z SDS3, DSC2L-SDS3, DSC5R.SW.% Drag Strut0chnnectora avalak)fe iri widtfis ranging from and heights 70' and heights rvinging from 7-1 7'to Vd' 4 HDI.12, HOU4, HOPS. HDUB, HDU`11� HOU14 I lold kiown 3 GGt, G abie Brace Connector fang4ig o orro 9.118" to, 23.1 Sll B'' 12 HGLTVseiies hangers Top flange hangers available in widths ranging from 3-11X'io 7- 5 HPA28, HPA35 Sobsip.,Vlyer purlin anchor 4 HGPIL61, i HCP4 Hip Cornier Plate 3 HGU13.03-�S, I-iGU5.2�-SDS.. HGIJ5�50-Sl iiiGU5_62-SDS, RGU17.00-SIDS, HOUTZ, Faroe -mount hangers Iffil'and heights ranging from 14" to 31Y 6 LSTHLA LSTHD6RJ Strap-s�* hold-down 5 HHRC2-2, HHRC;42 HHF?C42-2. 1-11-IRCillil 01, HLIRC44, HHl 5 2513.25 IsHR135 37!5 12, Heavy Hip to Ridge Cannectiars SDSt HGL1i5yMS0S 13 HITsienes hangers Tooptilange hargers,rivaiiablit !in voidtha roariging fincoin 2-5,161ci 3, 7 Ri r MASAP Foundation sincimir strap I-THR-W 4 HGUIS series hangers Face-mourrit hangers available iiii,escrilhors, raingingtrom 1-518"to 7. ok'18"and heights ranging from IT'tn 26". 8 IMi MP,A144 Strap -style purlin anchor 8 1 a14 HRC=-, HIP Ridge Corm -tor W" and heights rangrig from 5-511 V'W 12-7�8` 14 HUSTF series hangers Top hangejoist hangers available in vAidths ranging from 34111 9 PAI8, PA23, PA28, 1pi PA51, PA156 Slirap-styel Purim anchor 7 LRU2u, LRU28 URU210, LRU212 Rafter Hainger 5 HHGU5 25­SD8 HHGUS 50-913S IAHGU5,ff2-SDS, HIHGTV 0,0-SUS, H�4GU7-25-,S`Ds� Face -mount hanionra 5-gifWand heiginhil ranging frorri to IS-litfn' 10 PA118. PA123, Stvap-shilb purlion ancloor 8 Wl,1213 i,661_120� LSSLI21110 Light W Hin 1 tight HHGLso.000-S US is Ii HLJ'CrF series hangers Top flange hangers available nawidths ranging foram 1-91Wto 5- 11 STHDIO. STHDlORj glitrapstriat hold-doosin 9 TBE4, TBE6 Truss Boating Enhancer 6 HHUS25-2, HHII528.2, HH11US21-3-2. HHUS46. HHU,948. HHi HHUS,5_55010, Face -mount hangers 1/2" andheights ranging from 3-7091c, 1Y Concealed flange 12 STHD14_ STH01ARJ Strap-styrte hold-dovivin 10 TC24 r T C26. TC28 Truss Cif;p 1-4057,25010 version JHUCTF) available for all hicidels, having vividth aqviall to or 11 T-HA?q,7HA21�-,,TH�A218�THA2lEi-2r THA,-�'�-;-?-2,THA41�0,THA4',B,THA(-AIB,THA4�---, AdjustabisTruovsHangiRr 7 HS'A., Hl"'Til-r HSURC, TISULC sark-A hani Skili faco-mount li4lrigers available rivisdillis ainging from3. grisiatertharn2-9116' THAC4� T HA426. T HA422-2, THA426-2 1 J81L to a 1 M" a ad heog his ranging from 4-3115- Wi'_ 16 HWP series hangers Top fledge hangsts available in wdths ra noting from I -9116'to 7- 12 THAil _81P22, THAW21 W22, THAP). 1122. TH/,.:2Z2r THAl THAJ�1522,THN422 Adjusitable Truss Hanger -zed for li-jr,�ats Conceali flangta version ii HSULC) available for oil 1/8" and heights ranging from 5-NN'to 2B' IS THAL422, THAR-41222 Slinived Tt Loan f4ai and olKrrodd:o� onl� arclAin flonger is oproon.led. 17 HWPH serleti hangers Top flange hangers available lin ihidths ranging from I -SlI(Y'lic 7- 14 THJA--,'S. LTHIA25, LTHMA Multip e Truss Hangers I HTLW. HII-02-9. HTU21C HTU20_2, H.TU23-2, HTU210-2 Face -mount hiangert VZ' andheightei ranging from 5.3t8" to 32" IS THJNQ��RDSSI, THJM2-5_SD'_z61 T-IjU26: -HjU28-W lvoh4hple Truss Hangers `,, HU, HUC series hangers Face -mount hangers avaulable in virridtros rariging from 1� qLM oit'tc, 7� 18 rS ser". hangers Top flange nangers, avainable in vi rari from 14MCNID'3, 18 TSBR2-24 Tru" Spacef-Restmint 1)2'' and belglus taing rig firroirri 2-76" to 19- 1 irst" On norealent Range SIB" and beig hills rang ling Wind 9.1 W to 16" 17 VPA2. Vl VPAS. Vlai VPA4 Variable Pitch Connectors Yerson iH W) avallitbia 1`0*, all rnadoLA h:i ing, width equal to o r 19 13 series hangers Top flange hangers available invooidth of 1 .911 (Y'and heights is VrGR 'ValreYTFu_-_ Clip g reeler ifiano 2-911 (J" ranging frorn5i,�/X' to, 7-114" t 0 JC'Cl H,[JCQ3oO raciii hrouirrif hringoisi 2D JBA sefies hangs rs Tap flange hangeosavailable in ovidth nof f-gr`Wand heights SDS, KX0410.SOS, HUCQ5 2_"-SOS� HUCQ5_-2&`i1-4.3DSl, HLJCrjalO� ranging from 9-M 8" to 13-118" 4 E== Simpson Strong -Tie 2020 FBC Approved Products Updated 12=2V20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12W;202C,� Simpson Strong -Tie 2020 FBC Approved Products Updated 1 ZWWO EM= Simpson Strong -Tie 2020 FBC Approved Products Updated l2romo For idinot Inks real SOT approvals Mod bosvioi� CLICK HER For dirocil Inks to all GOT approvals Este! lbolaiw, C41CK HFRE Fair doraot Inks to at GOT approyek W*d �ajaar C�11.,'_Y, H-JERn Firor di Inks to al SOT epproval% listed bolva. --A For additlonal inforralJon regarding Florda's Stalawlife Product Approval System and Viam-Dade of Awreptaince (111,10A), F, For additional onfurmation tegai Flani Sialowide. Product Approval System aid Marroi �ouiiry r4cooko, For additional rillarmation r lorn and Mamo-loodr 1.'sooly Notice OfAcreploolcm itITTAI, Fltxid1WsStaIos*We Proaluct Approoval Sysiterm and fWairk-Dede CourilyNci irtAposIPIrantroi lNi.iAl, 21 LB series hatis Top flange han gers avalable in wordbin, of 1-9116" apd heig i FL#1 14611-1115 b_I­Wior_1�56, VILBV1,51, 5fLSV_­37, SILBV156, S&BY2.68, SILSV5,12, Top Flarige Joist Hangers 5 SET-XP Adhesive Anchor f% ;ooncrate CLOW ranging from 6-3ff to 9 1. 6`ri W, L ; i SILEV4 045, RJi-F.W4 IZ SVI BW '28, lV G1;4 715 Sf_8VS t50 R Stfarrig-Sollil 2 k3782, ST62-*S, STS2-68S) Sdonii-Soft 2 Wedge Anchor for concrete av oi�hdalo in carbon 221 LBAZ series harrife,s Top flainge hangers avail" in widtho of 1-9/16'and heights §K_Z_ Firi 111211 HUM larmougil Dejff=1_qjj IP SLTT21Q� 51DI 114 Sofl� 1714, H IT4 HTT5 Holdolinto sheaf and Types WA and 3113 stainless si ranging train 9-31 ror� to 13-118- 1, HHUS210-33, HHUS-2104 Joi&, Hanger 2-0 SWS71-00, S/M=2 Steps 118 mil (10 ga) 7 Titan HO (THO-H, THD-WG, THID-1-14SS, THD-H6SS, THO-CS, THD-CS5SS) Titen HE) Heavy Duty Screw Anchor for concrete and masonry 2$ L= LLq,5,, i series hangers Top flange hangers available in vedths mingling fronin 3-11*10 6� 21 HRSO, i HRS12 Strap Ths, 21 SP4 UPO $W d PlIate Ties avallablev.1th hox road io carbon 718" and heighb. ranging from Q` to 3XI *11 3 HUCO21C-2-SDS, HUCQ21ii HUCQ3,10-SIDS Hanger 22 SSP, 0-14P, TSP Stu d Platift 7 iss shfirdial shfoel� or with countersunk head in carbon steel and 24 WEG5, MEG7 series In angers Tap flange hangers available in vvidths ranging from 5-114!'Ico 4 THGi THM, THQBH2, THGBH3. T HGEH4 Joitz Hanger -13 5TC, OTC Truss0ilo Type 316 stolittess steel 713" and Keig hts ranging frorn o' to 32-1 t2' 5 T­kj TH GQ5_SDS-A 5, T Ha 0 H2, SE) -,., T HG 0 IWO D 144 SL TH C, QH4 -Sn S6 imst Hanger 24 TSD72 Truss Firwo Diagoria 1 6 trillion Tif) Rixi Crouplas �THDV614R(` . TH060934RC� Titen, HO Threaded Rod C�oripIair froor rcriGivi 21 5 MIT sends hoingivis, Top flange hangers available in widths Faungirig from 1016" to, 5, 6 THGui THGW03-4, THGJV4-Z, THGW4-4 jqltA Longer :�15 TLXV Truss Jack Corineraor 9 Tbn HO Threaded Rod Hanger (THUS25158i THOW7158RH! THOW212RH, Tillisit Kii Threaded Rod Hanger for oonoriete 10 and "ieights ranging from 9.1 le to 24'. THDS02URH,TH1)I"2 2RH) 20 W, PIPE, PFOS, PFQSS series hangers Top flange hangereavaikable in width of 1-9)16' and heights 10 Wedge4il liVA) Woloodge-All Anchoi far nriallonry ranging from:3,Be'to 7-11F F$,M 1473-R_5 FLLft390oll Z7 RR Ridge rzftf connector 28 VP series hangers Top flange hangars available in widdhis; noinging from 1.9116" to 7. 'Aga _PIRdqz_Q=QJ= WOLK9011 WILE`. UR Pmali 2s�l F.LW=;8,6 118" and heights oporiging g-1/4"ittr321". I CETAL20 Doubre Fmbetsiderl Truss Atinfroor CUQM4�62-49DSHDG, CCQfAS.-,0-S0SHDi CCTQiM3_62-SDSo3, Miosorwy Per Caps 2 FGTR, FGTRH1. . Ii TRHR Girder Retooh: Anchor CCTQf44.FS2-SDfgG CCTOMS�50-SISSG, C0CjQfVf3,1322=S0JSG. OGSQM462-SDSG, JW ep2gloSI Medal, NNIM h2E RZ UjiMS pmgasl Dmuldim 3 1-116, HIM, H16-2� 1-16-2S Hurricane Tie r1CCC_?455G_SDi I AT-XP AT XPl-Ilgh-Strength AcryKnAdliiesive far concrete or masonry F-L&OWD-M 4 HETA12, HFIA16 HETA20, HEI A24 HETA40 Embedded TrugnAnekir FC2LQNi3.h')G_1r(T, PCCL1,Wk6nG_KT, Et;GLQ1vI5PC0�3_K1. F-CCILLUNIC3.6i Masonry p1lor Cape 2 ET -HP ET -HP Eopi Adhesive tot masocry 5 HETAL12, HETAL16, HETAL20 Embedded Truss An chor LL;GLLQMV4.623AT_ EGr_L1_QMLiG5OG-KT !-�C�CLRQNIU3.62G-KT, 3 SET_XP Si High-Strienglin Epoxy Adhesive for crasonry A2" ftcluct folovidill. Nionitaboar Qr Name Product DeschatiM 6 HGANVO. HM9 fvMscrr,, retrollin connectirits Kr, ECCLRQrAD5_50G-KT 4 Stforig-Scit 2 (STB12) 2 Wedge Anchor for rhastatiory I ARA44. ABA44R. ARA48, ABA46R, AGA68R Aditinstable Past Base 7 HHETAI 6, HHETAQ0 HFIETA24. H IiETA4r, HLavyEmopedded initisiAlwhol HIGUM5,2261 IR31-roI&SO, HGUM7CiQ1 HGUl;47 2toL i`_X�"!"O Heavy Masi Hangers 5 Titen 2 (TTN2) Titen '2 Screw Anchor far Concrete 2 ABU44, ABU"R, ASU46,AEU46R, ABU5.5, ASUr>6. ABU65. ABU66. ABU66R, ABU86, Adjustable Post Basin 8 L,T2. LGI 3-SDS22.5, LGT4-SDS3 Girder -oAdci A LGU]i LGI looll Lic;-JIM25-4 IGUM28-Z LG UMi 1-GUN-1128.4, LGUM2 10-12. Masonory Seem Hangers 6 Titen HO (THD.H4SS, THD-H6SS, THID-43-SliSS) Tien HD Heavyi StrawAnchor for concrete available in 3C4 ASUBSR, ABUIWO, ABU1010R. ASU1212, ABU1212R 9 LTA2 Lateral Truss Aroclnoi 1-300--SO-3, I.GUM-710 4, LGUtA4e- -GLi LGUli or 316 stultoress steel worth hex head, and 316 stainless &feel wilin 3 ABW44Z. ABW44F(Z, ABW46Z, ABVV46RZ, ABW66Z. ABVMRZ, AEPN7.7 Adjustable Poo Basso 10 Ni 2, li 6, PJF-TAIF, MIETA20, ME! A-24, META40 Ernhoodoloo Truss Anchor 5 NBHA3Ll2r9.25, MSHA312`1 1 25, P&Hk3-5aU 25. MRHA3:5619 25� MFiHA3 56flil-25- Masonry I op Flange Beam Hangers countersunk head. 4 AC4, A04R, ACE4, Ati ACBR, AC96 Poi 11 NSTAM24, MSTAMO, MSTCl NISITCM60 S� ap TIP for li;650nq� IYUHA3,5811 1 8,S, USHA3,5&14. WGi 56)10, NISHA3,56A S. MRHA5_%,� 251, 7 Tilien Turboo (TNT) Titan Turbo Screw Anchor for concrete or masonry U) 5 E;,-4. SC46. BC40, 606, BCCR. BC8 BCS2-2J4L 1i Post Cap 12 NTSM16,14175fi FITS101.6. HTS[i T11- Strap for,", asonit, WBHA5_5OiQ.25, ?vA3HA5_5Dj11 25� WHAS-50P I 88� UBHAS 5af-, 4, roi 50,'18, 6 CM44, CB46, CS48, CBRB, CM ErriscrinkfRa Column Basin NBHAS_50118 7 CIDSCA4�SD52, Cl3SCA,5-SDS2, C'BSQe6-S0S2, CBSQ86-S0S2,CSSQ86-S0S2 LriliteddW Colunii Base NIBHU3.5&9.25, IVISHU35alll 25, MSHW�5&1 1.88, POBHU3,56`4 MSHV&t,15116� livisiscruy Beani Hangen,, FL#16037-R3 Cz 8 CC, Ecr_ 5CCU Sar" Soked column below with W rariginghorn 3-1114" t, 9-lr2" and EL#Jjd2kM VBHU3 56118, MEWU5.50NE9 25, MB,1LJ5.50,11 1 25, M13HUS-5011, 1.88, M13HU&50/14, > W2 rangi frorr 3-5yff' on 7-li-T' NEHIL15150l'16, MBHU55011.8 1kjj do"IN Productilliodef. NumboarterNarroore Product DMIllpi 9 CIO 9 C("'l`4_SDS2 5L ErCC-C-ST)i '. Series Scavved column caps wth W1 ranging from 9-ITZ'anill JW Proddioo!a Model, N ght k2L2ii Produalpia2rijAiga 1 X34B10I 6-5 W. X1 $1016. X1 81 10184Y, X01 $1018, XQIB1 016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Scravie vAth #3 W21 ranT.rj frarr. 3-5548*'to 7-ii2i' I CTTIZ Uecoo: Teraor, Tie Dril Point 10 Cai CPT68Z, Z�Pli Concealed Net Tie Pass, 2 1012, I-ID19 Soluni Holdo-yrurt FLM W§-Bj 2 XLQ 11411 XLQI 1481 224-ZK #12-24 Strong-DriveXi.. Large -Head Moral SiDtf-Drilling, Tapping > 11 LPS"A6 E,PB44, EP246, EP3W Ernbedded Post Base 3 HD32 H05B Hoi HDRE la�ad Flostdovom.5 Screwswith 06 Dirill Pointand Large DoolorriereirHexVilfashoef Head 12 FPS4Z Embedded Poo Base 4 HTT4 HTTS, RTT5-.T4 7ari §eg 9 Product Model, Number or Narme Product Descriolon 3 Xii VS1224, XMQI 14B1224-2K #I'_224 Strong -Drive XM Mediurri-Head Metal 50-001ing, 0 < 13 li LCSW Embedded Column Law 6 LTT19, LTT2DS, 4TT131 Light, -ens;i Ties I S7oTir1r­)XX, SDW223X SDIVW2438ii SDN22468. CiOr SDIN22600, 5Ci StrOnq-Difrve SD%AF EWP-PLY and 7 RUSS-KY Screvos Diameter Hex 14 LPC42, LPC6Z Light Post Cap 5DWZ6S4 4 X0114SI224. XQI 14B1224-2.5K X114SI 224, XQ1 1 2S1224. X01 128122�,_2K Straing-Drive X Metal Self-Drili Tapping Screas with Y5 is Npail,117, M1313i Mpallaz loilkment Pi Base 2 SNW15450. SIDWC115600 bliongi-Drive SO= TRU SS Screw Drill Point 16 PB44, P1844R, PWI P866, P866R Embadow Post Esme LunaWn-M 3 SDVVH103OODi WNH10,4000B, SD1WH106WDR WiNHIgail SCWHID113i Strong -Drove SDARH TIMBER-HEXScrow 5 XLC491016, XUS401(I1&"W 010-16 Striong-DrIver XU (vortal Self-Drdling,"Toppirig Scoromits with 17 FpFi PSS46� FR566 Embraced Posit aase 4 SWW'42740i SDVVH27&)DG,SD'NW27BOD5,SL)XW271000SrSLTN�i2712DOC3 Sdong-DroveSDWH Jrjrv18ER-HEX HDG Screw #1 Unit Point L.2. Is Pi PBVIO Round Post Base 2Za EMdurt Model, tiumberor Name Produsa Descrii;ftl 5 SDoNS16212, SDYooiS163DCk SDWS16312, SDWS1 340) Strong -Drove SDWS F RA -MIN G Screw 19 FC44-16. PC46-16; PC43-10. PC84.16, PCB&16 EPC44-16, EPC40-15, ERCalii_klB, Fast Cap I 66&804� SB713x.24, SBlx30 SR Anchor Belts a SDoNE-19600, SlEa,10,19712, SDWS--2'DD,SUIrS22�-"�SDVVS22512r SDVvlS22B.):) Grade) EPC64-16, EPC649-18 2 SST 6 Archor Sets SWii 100. SIDWS2212004 ngrWS2215X FL#0320-RO 20 P_-4Z. PG4R7_ Pi PCSi PCiBZ, i EFi EPC4RZ, EPCSZ_, i i Post cap 55TB28L 7 SDWS­22300138. SMVSK2410i SfWVSr_Y,1WOGB. SWVS�600[i SDWS22,qcoD-;q. btrong-DrireS[)WSTItABER'-�'ciew�Fy.terior Grade) EPCSRZ SDWi 000DO &&j ProductlilliddeL Number or Naing Piraduct DittiocrIWIgn, 211 FPB44-4Z- PPB"4Z Post Base 8 SDIN52,131213139, SDWS22512.0W Outdoor Accents Structural Wood Screw I DSSCBA3-5 DSSCg4i DSSCB48, CkSHS Bypass Framing Drift Strut Connector 22 RPBZ Retraffir Post Base FL*13M-R4 11 SD'JNS273l11SS, SDYIS271008S� SOWS27500i 8DWS27flMSS SDWS27BOOSS, Stroril-Drive, SUWS TIMI =R SS Screw 2 FGEl43-5, FC8415S, FCB47 5, FG1349.5. FCB411.5 Bypass Framing Frxed-Clip Connector 0i SOM271 2OOSS ala_ ? Fpr1­SD34SI018, FPHSD34910115, Fal-ISID34131 5�K, FPHSD34S1214, 010 l6aiid#17-14 Strong &cLS Prodiontholodel silumberosirlationre Product Description. SWN13400 toseg Dirn, SjDlqi SCLETO-RiM Screw FPHSID3A. 81214, pPHSD,3481214-6K Drilling, Tapping Scrievivi; .0 Ilea. IFLM2M82 i CMST1 2 CNIS714. CMSTC1 6, C$1,L CS10, CS1 6 CS2D� CS22 Cow. soti 11 ST1422 Outdoor Accents Hex -Haad loWsher 4 I-SFC2,25, LSFC4 25. LSFCi SK225, SFC4 25, $FC6.25 Steel Framing Cormecirr 2 HRM� HRS8: HIRS12, FHAO� FHA9. FHA112, FHA18. FHA24 FHAW Bi- W-5r;36, Str a ps W m i 1 (1 5 L.SSC425,],LFI-ND7n7'�,�SSC,4d2Ei,,'SW,4.25,SSf--6.21,� Saudi Soud Comanatirts JW EMduSj MgMal, Uligi oLW= Ergolull P_e.,k�dRtligo AiSi TAST150, li 801 S44$1 37, VMST48 NSSC4.25K*, ]VIESC6.25KW I NIA. FSA Foundation Anchor 3 STS16, Hi HTS24, 4T-528, HTS30, H1 SWC Heavv T"st Stoaps� FL#1 6363-1113 6 RCKW3, RC"Vi RCKW7 S. RCKW3S, RCKW6.6S Rigid Knee Well Connector 2 FRFP Flat lotertroft Foundation Plate 4 11.37A30, LSTA36, I-Sr4g, LST173, MSTA9, rVISTIA-12, lul MSTA18, MSTA21, MS7A2.4 ftiapw 45 mil (1 lt gal SQ-i SCB4i,S, 8013475� SCZ:49,5� SCS411 5� MSCB45,5, MSCB47.5 Bypass; Framing Slide -Clip Conolviritar I QH404 C46-6,01-14", Q-H4$A GH410-6, GH4104 GHS", 0406-8. GH68-6, QH613. Girder Hareiter 5 L-57AA LlSTA12, U5TA16, L5TAIS, L5TA21 LSTA24,,STM. ST22�22, Sli ST2,216 Slrapa3ls inil (20 @*j IWA PrQQ101 M211I.N1011110121 11M MOW D094rlgtl2n 8 SCS$2-6*7. SCS62-6iffilill. Si I 8� SCS82-61118 Bypass Framing Con necloir 8, GH61 0-6, CH61 M 6 L3USH3 21, SUSHI 25 MSU SH3. Z Bridging I AS 15, AS 18$5. AS 1830 18 ga Truss PWI-- 9 S,^_W3 25, SCWi Head -of -Wall Slidle-Clip Connector -0 4 GLi GL858, GL85C. GUS60, GLZ77A GL87BE GLS7CI GLB7D Giulam Gearing New- 7 LTP$ La*ejal -Tie Plate 2 AS Z)H5 20 ga High SITengto Truss Plate '10 SX826_SJCi0i4, MSJC6,253 MSJI_10�25 Steel Joilist Connection, 5 (112, 08I.T812, OLSTS110, OnL706, 01-Bril OSLTSM Clultarm 5lisaring'Flarits 8 LT:,",' 21� LTSI 6, LTS1 8, LTS20 Ligh� Twist Straps 3 Arti �O get Truss Plare 11 SSS3,516 Gypsies Fram Ing Slido-Clip Strut Con neci 6 HGLBA, HOLBB, WLEIC, HGLBD Heavy Glularn Beartroog Plate, 9 WSTASO. MSTA3e, ST62116, ST621�4L ST9, ST12 ST18,ST22, [ASTC28, MSTC40 EAST C52 S;lraps �4 mill 16 n a' 4 ASHP Hinge Plate Connector 12 XLSH34Bl 414, XLSH7881414 #14-14 Stroong-Drive XLSH Shouldered Sell-Drioling, Tapping 0 7 kGT-2, Hi 40'r-4 Heavy Girder"Tiedown 10 USTMA-4 MSTC7a STS236 Saspis otsk -nil (14 Us) Screhs UJ 8 uppli Universo I Fau ridation Plate 11 11 MTS18, livil'Slie, iiii MTS30, MTS24C, MTS30C Mor(Jorn -,,sst Straps 13 XQ1SI 016, XQl RI 01 6-4K X01 S1214� XCJIS1214-3 S<, X078SI22ooi XC476GI 224-3K, 410-16, 412-14, and *12.24 Strong-D DrihEria. :5� go 1URFP Universal Rostraffit Foundation Plate 12 Sibil 561 S1131.81. SiSi S)E227, Shli 56, V822.66, SA33 1Z SrE53 56, St[23,52 VBAI�Di Top Flange Joert manigers EM2227M XQ1 14S1 224, XQ1 141711 22,4-2.5K XQI 12SI 224, XQ I 1291224-2K. M4B­1 01 "K, TappirolitScrews W-11 2023 < 911 2i M4.28i S84.76, 5455, 50 X1 Sill 010. X1 61010.4 K, X1 S-1 214. X181 214-3. 5 K f"Y '13 SUA21,208, S9,42A2110, SITA2.1Z12, &DAZIV14, SiSA4AZO& SIBA4.IWIC, Top Fiawe Joist Hangers Step # PrOOKLINSAJOL Hjiolkr 9LAUV ProlvaDesig-riefilign. 518A4, !W 2, &ElA,4� 11 1 177-1-11a, Adhesive Anchor for coric rote 14 Sorl Hurricano Toe 2 GAC, GDP, GDOM-50, GOPM-75. GDPM-100, GDOPS, GW50, GW-76, Wor-100, GTH Gaz-actualed fasteners and asseml 15 9H DSS, S11-08R, SA4010S, StH 01 M, S11-101 Sti Sii Hodcvwly I PDPA, POPAX, PDPA,l'i POPAT, PDPA7% KPINVir, PINIAIP, PIWIP,W, POPAVVI-r Pnvidnr�arlkj red listeneirs riveaded siourill and alsoeinialles < 16 Srh DUAI� SPHOU6, SMIDUP, SIHDU1 1 Holdoson, PDPNOP -11i PSNi PSVLS-K, PCi PE-CLOPA.P"RHAI, PTRLiA4 _j 17 igicT,, zu"XIT Joig Hangars 4 SET-3G Adhesive Aricticirloor concrete Virtual Review ASSiSt, Inc - Plans Review completed and approved for compliance with the 2020 FOC 7th Edition SHEET NO. by Debra Anne Klahr PX2300 I I - I - ____ - I March 6, 2023 LPA 10 Ul - F13 MAMMA!! > (3) 44 XUASIT-DADEC (X:N`r_' PRODUCT is ONTRULSECUON, PGT Inditstries. Inc, PGT Indi estries..'Inc. PGT1n mTie_%lr1r- 0 3, 1W SW 26 svetr p4cum,20,11 NOTICE OF ACCEPTAYCE EVIDENNU SUBAH TITED (3) NOTICE OF ACCUOT-ANCE Q NCE SUB-NIFFTED _ID1 1. Evidence submitted under D. (t E N*OT"[C",E,OF.AC.'("'E�,.PTANC,'E'i�'.X A) En ftiXHjj!!! A� DIUNUNGS R, TESTS (condatted) L Nhaird Dade Depairment of Rtgulatorv� and Econoic Resources (RER)� Q) -0 Q PGT Iridiaseriesjuc. 0 1070 Tart iti Drive, I. Manufachires, die dra wings and se.ttiolvis. 3� lest repol; cm F) Al In Mration'Testm off FBC-TAS 202%94 0 North 1*eaice. FL34275 l (Subiniftled Iinder XZ).4,Vi% 1,11-16 107, 04) �2) " Unifb= Stivic Airliresswe Tw_ per FBC� T-AS 20-1-94 - E. NLAXERLU� CERTIFICATIONS 0 FIL Scol Dra vivaig"11S.Tol, 10­5570.0. tided "Virillill Slidnig Cilais, Door- i sheets 1 3) Water Resist ence Test � per F BC - TA S I , NoticeafAsn-cepiance-N -0518.144 issuest, to Vision ExtrusionLunnee, rtheir, 15 fo ruisNOAi--b,-,tngissuedtin&i,th-- applikabliern dre us& of e ctmtnxtiio�ti,maa.tEnra'l�,.,'Tli& thfielgir of"" 1, licePeft-j 1.,r nianufactirrer, datec, IOD5,15_ writbfevision A daned 41 Large Impact 1m M H.BC, TA. - _�A'�� 203-94 IT'hite Right M'C Exterior Extritsions for Whid-e-w-s and Duors-_ dated 08.41,115- 0 CZ 0 > cn __0 E 2 C do lv.� guea 0 4 �n_ 11,75 ,,, and staAeld 16%r-, A- L­vlun, Miller, RE Cvchc V.`md I-Iteswre L0ao=_ZPff - e2l[pirial z on 0n,--3G!M (1) 1- Y iliillr� 61 Forc st� pff -ed ElpmTes FBC, 20 Noinst of AcceptanceN -0910M ismed toVision Emistion Lanted for their '17E 1 -6.16 U) Da 'iLc­ - This NOA aba-11nor, be valid, after the expiration date stated below The Manzi- deConaq'Wodio a along withimak -up (Alawings a 1060 Tan _10! and lighter Shades (Nott-AXIdte) Riald PVC Exterior Extrusions for Cl) niDiideC_svcr,;)reseY-An-_ the ughttolial e this ps 1. Tea reqK-itt,4sn I '12inforni Staft-c A er_FBC- TAS202-904 In. IT - by Fenestration I I-Ab- ilnc�_ Teg Report 11 1� S: t I Ili 50, dated 1 0645, signed and Wiltdows -and Dal 4ated 12W�r 1 6� Wit m-st on IMM2 1. pfloSuCloinniter teifedfre, _ial topelf6ralkiii the aCcepted 2 Large lillissile lirpactTes; per I'M-T-AS201-94 sealed bY, Idalmis Cirteiza. P E_ t7lt-�o repoere-, on 12", 4 il 15, a 0 2, ill 116 3 N ot ice o f A CCeD N MC C`N` 0, 1, 5 - 0 5 2 8. 15 i w I-.! d t o V i s ton E. xint s inn L inin o di for their aranner. thematalIssioret-,vill sicur tilt expelase ofoudh testinz:iad lie urodi*% ot Per-d nar the are of rach product or andenal,%vithin dseir jiuktirsdiefil SIB. metvo% die 4l to revoke this d pfe�al � - _ B- T' S 06-94 alit 3'� Q, ad ng pei, Fr3k- along 1,v1ahuim$red­iip dtzsvoi n -or,- n1staltation, dial of votyl shid-ing gbss d., Testrepart on PAfilufihia- !nsznerFBC.TAS"QQ 4 T-Jisif St ati c _A41-l- P-P Test � yor FB C TA S 2 2 4 ro wit C isa ted (T ain t, -e -1 or L anainared) White Rigid PVC laiverior, Excritplams, far 'iNlitilows and Doors", dated 09,173115- C-Vl[WAS On M acceptance�lif!tlii�de,tet!nined'by�l,' I meri 1-1 f ait- t Wn that this predric ust byFi%j 7, 11 2"d 2�0 P I 5� sivIval and Wiser&t! ce T t., Per F 4 BC., T'AS 20 4� Notice of Ace Waace No. 16,47712,02 issalle ENIERG � S _. Fenestration S ItItial ed to -1 i oh U A, the applitat4e buildmacode. This prodiristMapprov as 9 -1 sea'ed to-r Filhlii ChtcgaL P. E­ (Test to art revissrd on a2 15: 16 and 02, -4. 1 ser 4) Lalge Missile Impact Ttnt 1, F. A ­15(" T S 2.01 los. fo Rigi F1 Exterior, and Lighter Shades (Non -Mite' id 'C' urcitirdingthe High Velocity Huracatte Z471*, - 13trit Q(r I)LESCRIPTICIN. sr,4*4557 70"'N'itty SklitigGlo,smDom inforived"t vl Tq �ojj T T, est ripl on 1 Air Infl rati Poz I A T Pff Y T T in l! i St, Pres BC, AS,202 sno Aw 5, 1 j lic I re le -r-, '7jild prelrit �o,� 4 P , , f ­94 U1 , iFr BC, TA� 2� agsat -' ingal �an dia L f - in i1 a 2 -er !a oar-pttl d aw kag �i o - -4 - 1L for on Min dows and D 0') Extr1r; ours dated 0915 16. exiiinrut Non'Oeof Acceptance No, 10 "4)71:.04 iwmd to MIRGIFenestra i So t, S t on ILI ions tL3 A. ITC71 lie r a -3,51ce BeTIFILi31j� '1) '"Bre Water Re:.; 4- b F�-auestrsl, ion Testing Lab, It, c,, Test Rr-pon N-o- I YL 8441 ��.aied 2 04 1"1- �z lur� for their 11 ze and Lighter, %ades ofCap C trale d Rigid, PVC Extenor 4 L 2011 arge I,ilissile liapac, Test 1,-1 FBC� MAIS -94 )l Ey-timsiotrisfor, Whildows and More" dated,0,11 511 lid. ex Cal 04,1&20� piring I dirairsh 2, lof 2 Losirseed bvinara esirec dated 10F�1105il 5and last fevi&ei-I on a 012 4 signed and wiled Sov A L 7� %in I I H e i � P t e � I i i I I g T1, e N 1, 11 In - D � a & C � 0 � tar t, v P r on't x v C U t r 0 o In - le Notice of moust W, an - 5'� CY&C "N'taid Pmssurc Lo3jrjjjgp,�ff_ FliCI-TAS 203-94 V I 2W, , 6 Fol Entry Test, per FBC IkS 'fie jj,�, I - 7 T S �J. ��rt on l at ic Air Pt lesaire Te al!, fwYFBC,� TA S 2,021 -94 " " arrae Nil is�ok hW a c� t Te li � ' I � T,,,kS`l)I-904 L e ce 1164.) 6- lNoticeofAcceptanic N .110 isatied o ENERGI Solutions USA, Inc. for their "'Vilfite Rigid Pi For IN'bidours and Doors"dared A c is e pt a n � E i 1 1 L, i � a: Is e r a n d 1 r, k, p 111 , " 910 13: d a * Is t r d Le N1, L a in i - I E s d le C L 0 11: arm � r I � r o 4 W t C �s I atol S, e C a c r L peff"Bit ", z tion M door, prevered al o r long Sladi g gg Cvclic Wuld prescitin! Lto;l pvt FB(_ 4 0940!17� es on MIS-61LIE, hEPAC T RATT_%�c.: La qp- indSveall Sit isile, Iraj? �a c r Rts 1� bllrFenestr_arioiaT�s6ngLi h, Inc, Te--,- I o R le p c*,- T T N F T L 8 5 4 6., " e 11 D I i g i i le, a 1� u it A V, Z; " r'ltl, aLark-�,, -lip drai uri y'! sh-, oig gla-,-, do.. Ptepned -a In Alation diag U Of Viu�L r Test reports No(s). I 0-0132-792f-AL' 5 0 9, er A. 5 BI ffi- 8 4 "ar sealcd hv In I i Ortega P E_ �,71 esir fePoe, reViSe'lor on 0 'a L14 16 atal Cl fr .1121 A 16, 1"n, it 12" l� dated 9 Lah, Inc,. Tinsi Rcoort No, FTL 66XS i!' Zu� -635 155 Is CA rolrision Extrusion far cethdocic ASTM D 192-9 and ASTIVID itedbi E, X() Ile, tv L Sep table I (rheet7 Oind, sizes,� desqu pressitt-4- terd Tali _eeq r-*e& a �!s tV ee table' -;RA &B-2-abeets, 1 -81 ftnemn, I Per- osier L I and ancLuir Is!, ut shees rept 11thiii - - 11� -1es-I repm an D_Aff�latbr- Test- oaFB(__ 1AS 20 1 11 19 1 1 d aad Seall t Jor, w ned nnidet-SCA.4 A-o- il- ge A. Caus w. P E �Whin h composite atatertal J FiX tG be RiOd"A'hile F%7(',,`1`,= ("Xiia-vivintel LsM PVC, audB: oiiho coaW (Chnsed i I ninated)white Fdw 2, UnifatnL', S f %1 ic Air P.-Ies-mie Test per A E:� a4 010 Wj YtWd ruidef X& 11-01 #"'� 04 z g lAb, eled, per fiefeeaced'Ni(DA"s xetpiketu". Its 31W�-ite!rFerq-r3tance--T;:-�c--z-mF C.'rA, 20,22-41-� jif 4 f 'nfilosts 'rt�A. t 2, Notice of.kccept -0916. rix, for their -ance No. 14 11 usued to Kniarav Atis a., 1- C"' 4 L ar g e N I i s sal e 1 m p; a c * T e s i tte r F B IC - T.k S , 2 -4 -li Unifiarni St-itic An Pr e"Test- ner FB-C- TAS 262-94 I tclear -,and Whiml Inplerfavey'r, eizviriq on 07A t! S. 5" Cycbc Wmi Pitssxwe Lo-adinz M FBC_ TAS 203--�'-4 'i� 33 --- ".k " i t Per P, nczt Te---1 pet FB - TAS _2012494� 9- Xrotonc of Accer tance No.16-1117-01 issued to Kwaray Ailbenca- Itic for their _�s L -ABE L r-'--G: E n 'a u j r �t t&a B 1: �e a 1 a P six 1 a �4 ft I t la, be 1 Ar 30 a t 3 e, a 1 a IM&C" asialf, 011: js�ps. Cj"ir. state and series ar-Ad fdUm, img staftlownt- "NIfiatniXIadelicounty- Piadtlet L, ated hereia 1 o2-0,i 6 Forced Efin-v TesT � per FBC S � � � ah)ng Withilof W__4'11j) dra­wim-n aixt m-- r-i'm f-1- Olf'.1-1l sh�(Ilnlg z"a S pi arred e: 'k ep 41 Laitte Milink I catT perfBt-LTAS201-94 5) 0rclic lk-md Pressnie _14cladauzper FBC TA!� 3-�� 'f -tie on' "Trori At t1trailil Clear and Color PV B Intorbyprs�'. expid 017�0810 W 1 1 RMWAL of this NO,-k stiall, ti* conadered af ler a tion has been filed and drare has bem me - - - reni - I Us 54=6011. T ing Lab= im - Trs� RenoTt N7o. FTL 8-5 47 d2 I esi 121 �04 11 -5, signed and - Mr.orced-Ent Test- P--FBC. TAS -102--G4 F. STALYE1111NIS than in the affecting the pedmaxame ofthiaploc1him TE-MM'.2% TION of this NOA �wiff mccw a f to -it the et*3 fim date 0 1 il th e te, hans Seen a re "islon or charige I'm the I sealed by Id*,= OiTevr i -on ga, P, E (Tesa ieport 02 '1 5), 4 'rest repmt on 1. 1 Air ledirrtion, Tesi, per FBC� TAS �TAS a o-2 -xith nuaked-op drT s,rat and insa t IL an vin I slidir - d- _gs allationdigia.-nof, Y; ag glas nor preparied - ­ - - b y e is ffirt L e stu i 7x 11- -a o � I is c TO � st R e p w. ';No f I L 63 3 1 a ury 1 e, A - 1. t b rai A - dated - Ij 17 Stateirtent letter of coaformlance, with FBC-.;* Edition (�W14) and FBC 4WEditiou 411 rr - * or, 17, stgued & seakid by Lyna, lifiller. P1, ("'. _11 " ' t. issued b� atank ture dwed M __47 - L radozPamma of any pfalikim inoter-AU. use- initti nun a-hevare Of1he inoldnarar-process. Nfimw of thiOnIN as or 2 U! nifurin St aric Air R_ ft Test� per FB(�`, 2012-9 4 n 6. 1 Ot signed raud; sealed tri I nine A Canso P 4 E O'n hn i i rred it it dY r Y 0, 4 _No, I I 2_ F - "it etrusur letter or no fimi inte. st� dated" issued by -es IM17 - maspifaciurer, signed for aides, advenisaak or my a-untaill ally terininate this NOA. � FaUnve to c amply wbads any 3`1 Water Resiatucr Te��l Mr TFBC� 717--kS _102-94 Sc scaled Itsy Lytm IMer, P.-E, -4-.Lzge1NfisWe InTactTenr pftrFB1'_- EkS 201-94 3, Letter of lab ciniqlkince. part of the abow test reporh. _AW�TERMEAMNT. The NOALounner pwededb v the words lhamiZodl C'satum 1-Flo-Ada, arA w1illox-ed by in--. F C-ol Wind Pren-sive Loading per _FBC_ 203-94 IC CALCULATIONS + RER. Test Prop-mild'Ncil 174)3S7- dated 0_5�95 11 T -signed. by Ishaq Chand a. RE. e 4atrewayberdisl inn Aisd laslid� then rt 5 hall be V-1 Fatced Eam Tan7 Per y AS �0,144 I- -Anchor verification calculations and stinctuf al aaalvsls. lc� g with FB -.2014- darsp,ux its ewiretv� altong witibromck-ed-uIt dramugi and, iastarBahun d, of vin7 sliding gl" dc preparied, da� on 0 15 IM s estanu �aledbv prep"ed kv PG:11 dated last ielrised 11 G� OTHER 5 '5P'ECM0N',-,Acop- to the us-arb- the nvu-4-actuterosr sc di aribersert And es air lb 'a. rrnS548, dated 4 saped and b,iir r ars V in Test' a La In Test Repair N, Andiany L 161ter- P E C�!i bre u"der.VO4 0, 01,1, I JI i. Notice of Accrytaurce No, 15-1210.01- isided tul their S tes, bree available fat miveefiaa at mej �site at the teipiest -of the Bruild Offic 1. W-9 :i --d or 0 1) 4 16 a d 10 2; 11 V sealed Ir Trill toIton r-li v�o Glazing, complies, �rivh A STW- 1300-09 "557, 012,77(r" Vinyl Shiling Uass Door (Reinforiced) - L.XU1_ expirmg on 04!1+21, Th i% NOA j, t vise r & rent m NOA 9,21L 0­04 29.05 and C onsist-s of this paw I mid t-,adence p a;e i E.- 1. &221,� E-3, E-4 q 'T EJ!"L S: E-6,as,,,vell atiao . proval do, lmhaq L 11-hitj 1, Chatiimi� Y.E qj n ;4 Th e ! winxitted doc lawautim Imi7eni-ew ad ky Ishaq 1. C Im nda. F 1. prodlur C o arrol r7ait rupff-finot Uuit Supwri,Q, NDA XCPA N9, 1 NOA Xa� 11-W&H Expliridalialrarr! 'Ap H.1 14 �!B:f Exp4riopsEll Aplr,lll4�ZA.(,, E%pirawiou DmrC April 14.11alo, Expiradollit El .40M 14, 2"ll Apprioral :�- !ft_*1 Aff-ot;ntl Datci Marcit _'t. Mardit'-5,10.1 Ater Ora t Dil te: NI'm rc It ir" 0: 1 pa e I .... . . . ...... ........ - - . . . . ... E PGT Indirs-Tri". jul CA]A, Windows and Dolor s. Inc. Illdustrre�- 11m NOTICE OF ACCEPTANCE: EVIDENCE SURIMMED -NOTICE OFACCTYI_�LN(`f: EVIDENIC"'I SF BINUTTED a2jLCL Qj -_A �,-CLLT 'E. -ME-2- "_ -U E NUILD 2. EAdence Stilmititted under previini submittal E_ _%Lk'TF,R.LAj� CER.T IF(- Al"I"ON NewEiidernse Subinirted Part''Sna-v�11)—ack-1- S, a a I r 1, v U i g x i r I i A' 7s I C 19 T berm a, C k) nd tic t r v, I I y ,,A. DIUNVINGS 88, 'I T _Lrlihs, -f i AST74 F 1 `�A��Itass. ASTM D 98" 0x�-ingen--flas-,_ ASTM'AE_ (k B-T A� DR-1WINGS I. Drawing No. INED-5570.0 Rfr`�,B_ titiedL Sliding Oils Door NC)A ("I*Wj�, sheeLts .1 _249 05i 1w Draw= No- -AID-5-570AI Rev B� utled �`Via:0 Slidinu7 Gb;�s DE NOA.___M'y� sheets 1 1, t I nor � I g h 2 1, art " 2 1, prepare d b i,� r n3 =,Mi c tur ff- d aft d I Of Mi 15 an d Is st rev i s e d o i i C-5,18 Thbef 2 B 6, C i7vity TU im Par i lunuttli- 22 1 of 2 1 prep 1: unoiuft --daileti 116,0,5 �: 1, � and laszre--�med an 0:101`2 1, (4�111.2)11122 0 . snezed and, sealedb,�r A. L',oan P�U&L-_- � RE 4Z-onedying %virh AS IINI anduc t s, ed and �-ealre d nsr sigar A. Lp�n_%11: RE" AS7 br_-f1­-"'F, ASUM F 1249' %;:'V7!7%­?a,­s. AST14 D 1434 Aq Renix -Pas", I &I E % Note: Ilns rerissan Consias-n. replace-nient ofsamer emsttag- arat- A all'aticei scre%,v, al'itla fm ll�al B. TESTS 2189 LG Flog, A-S�n, .1 E 5416 Dew Point De�,eloisoi i in 48 brs� 1. Test reports on- 1) Air Inffitmiciti Test. pe r F 1 C, TAS 21,12-IM (�ribmt ifted tinder �YO�4.!\`6_15-0409,� 05)� 2) Undona Static Air Pressure Ttq� Loadin per FBC� MkS 202-94 N i, L� j, -is' noas 1-td- Paits Complying �Xfth PV�C,,A_A_NLA,, Volulltary Sipiltit ton F-V avl� B, TESTS' L NTOUV, 3) Water Resntvrce Test- Iter FBC� !A-S 220.4- -914 for Rigid PcdvvinA Chlarkle Ext Pfva forVisian an,�i_ Aej_-AC_X-1 by L 4-) Large Islisse Impact Ties,, per FBC_ 7, AS 201-94 A.AMA FewstratkonEXIerssrProffle Cmift-cmicir Ptoggi-ain= (,LS.'abuthwid, under ,VO-4, Na 0409 #51 CAULLAT-TONS 5) C clic Wind pressure Loading FBC. 1AS 203-94 Y ff --per aldaw withmarkrd-up drawings add ileTallarion dia ofa 11PG indirstrim Inc, Vision Extrusions- Ltd � Part s complymi with P 3 03 13 L N unns listed below and tested to quahf�T Domi "1191 and Doirsil 693 silicones- Subitt ftred rinder -Va4 Na� 13-04449- 051 - (3) ion piepared by Feriestrati Testing Labota. Tory. Ine _'Test Re p-m 9- .31 -13- Volrintar-ir Specificat t Rinn:l Polvs-usyi C1_ ride TM L-`xlrenar Ill I) (�_!I'ALITI ASSIr_FR_A_N(HE ITL "807, POT PXV5520 PVCFixed Window (um,11 �6 Lit proposal)� dated 09i03114 Profile-s' for vii4c"a Extilasilil 1-t-:11 -1 bv AAMIk fenesna if Pro it C Marni-Irralle Department of Re;ntlotory ann, F00murk Sisi e�i M-20-2107.1, POT SGD 7�90 Alumunput ShdMg Glass Door ('021it 7 in Proposal) FTL-20 Certification PiograniL 2107."If, PG'T CA740.41um. OutswingCasemeth Window (unit 8 in propl FTL-20- M Notice Of Acceptance No, 184217,14 is d to F"r-ol 10 S� at' In r E, ALATERLAI. CIRTIFICAT 10X�*;_-s Cz '10i POT PIX77620DAL Abin wiutn Fixe-rd Windom, (rullAr 9 in propcisall and FIL-20it. their �-Tan 3040 -k light shade qn�whiwi White Rigid PA:-( ExteiII)i Exti'lailloas Ila L Nonce inf.-A t­ aace No- 10-00�402 imued !o Kutaray Aruiej_�r;rq lua-� for thcij" > GT PW7620A Alumutuni Fixed W indow qLahr 10 j ab dated 0 Til 13 ?220. all, signed n Pr ANindowsand Doors7� espiriA _2 on 02:� (9 - �2 1 Ultracleair� Clear, add Color Glars Inlerlavers ex crol- oil 07,0&24, 0 -and sealed ru Idalmis Ortega. RE, 11- Notice of I loceptamce No. 18-0122.02 lo Lai- Fenet 3140a Sohao�. USAAnc, far Notice Kitt a. In ill Ion, ­S_ theiT se M_ 1171dre Rigid PVC Exterior Extrnsi011s for \A fird(or alrd Door cspunq our A "IT f I Q1111--violas d 1-1110 Glass Intel oipslulf )VII U 0;> 0- C. C-A.LCULATIGNS 0 2 j-2s, 2 3 �l_ Notict of Accep ce N - 194106,10 i itid io Vi5iau Extrusions Lalutd, for - ir-Biown < 1, -Anchor verification cakulati4xs and sintemm-1 analys cornp l wk.11 FBC I) Wg 111 Notice of Accept -an. - allostid ar Laminated) Whitt Rigirl PN�CE itetior Exirrits' -s fat Windon-s coated IT too Edition (2102201 dated O+MO- by nimufacturl signed and: scaked by their �­Briraze & light shade cap coated NI'lifte Ri PVC Extefirair xTruSuL-mi forr J and Irisori", ,No 09.3'J"14 RE, Windows and Duo",�. eXOM Oil 04,105 ___'5 9 1s,10 -1. Lowe lot tfielrskno� Notice of A,,rctT=t:nlrce M.) lS­Ij(j(j'lI issse"(1 to'%' � a E_oT iia d f'l =3 fil %vith -ASTIME 1 3W04. -0-9. -11 and 46. "ll Won Tu 202' and lightisr shades i 'Note-Whitit)RIgid 73 D� QU.kLMASSURANCE Y. ST�ITEAIE]NTS E snrn�nsus� for Windows and Doovz­l -zTtl an: I 1,12i"'l2l 0 i J a 11 Stat lerrm zi o,:vnfb-_rmancv to TBC' 1:ditiois i'02i uiTed ('42 Issued by i of F Ion: ani Oeincrulm, sty - I E,,crii,tioniic�,Ri,-rvr,��lum-es, (,URt, loan za, sizaed and sealed bs�, An+ -Y-L;mnMiIJei_ P,F�� S AM _N 'F 'T A IF -TIS CL E. 'NUTERIAL C, ERT EFICATIONS, 2, S enscat lettwof no financial ick,rere�, �n 'zi ordletsendieur is,&,3ed b-y miaawkf er� dated I swens-ftmt leoer of con ainance Ws FBC sle (D 1. Notice of A cceptance No, - 1914) 3 0 v, 1) Z iss tied i o K Is 1":31'a A" A Ine oll In C. for t heir s;otneu -ad s'e aled by An thony L if i Ndillff - P 'T- a -'s 'bt �_, 4 ack ru�ros oaCtIgcs. � 2,ei 1�1_ 1,sealed ;Anthorry LY=!,,fihei_ RE, " = U) 11 r , 1, a Trolsifoit; T'hirackan, Cleat, and Color PY"B(Aas" I tliilavers­� e­xpuingorl A Private: Labeling- _kzr- t clocrtxineca Pfil' d �aud sist w t all JlLtlr.i� 0 - Labclinz A-r namr � Q C I J, tf 'I, : _ , let PC'T Isidlistrie, 2, pris%lue dated "�0&21 rnc� aund C(31 07AM'214. invalvil pre'lies, Il"indaws, no'l Docsrs, L sil 171111 Dem N! Ruzwk- P-E­ Eaggialeretrag, on behalf off A Notice of Acceprialial No, 17-01IN13,02' ussnied to karatayr,Arale lica. ini fortheir 4�Sentry,Gljsll Wth A JUN 212 < jna#jrb exrlfw On (Cleat, and Rblte) (:�bV iYerS7, 0TOl 3. G. 01 HERS CL J­ F,%nin L nr,ffie� Ac ision Sit 3. Notice off *. ceptanrce No� 18-1106JO issued to -Brown 1, Is NOA, yeVjT&5',' l'-04Ni_f'_i6fP\7T OTHERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrnsions for 111ndows add Door=,-.-- on 09?30�24. CXPUU4 e- 1014,21 1� 1. RER lesr s; sals 01110-1155 davedi 01.1 10 20 atwroiiled !a N I Claumd 1L R E. expoins: 9 f-j� 1- - - Ill e, ji;-.-,ciatll PLACG411 v2 42( I j5A Vinng 04,� 14l:26� 7 lixtrusiowLfinffedf Cz their 14 series ­N7E 1000Tan 2102 and Ill shades ffon--Mlire) Rizaid, Cellulat- PVC Virtual Review Assist, Inc- Citeritall Extrusions for Whidow.s and Dl~s'_. expuw on 12;29�211_ Plans Review completed and approved < (D D&Mq 1. C jacb� Px- Ithaq], Chauda. P.E., for compliance with the 2020 FBC 7th Edition I;hmq L Chanda� P1. Pm&act CoW7Q Usk Supoen-iror I Prodim Crafral z W1 rup*nlsor 1 by Debra Anne Klahr PX2300 Product Coarrol Uuit -Superrim yak xo� _-Z al NDANm 11410.03 <r No. : 1 -0.1 0 F .03 'Expiranou Dxte! Apffl Dt.'6 Ertl April 14-:026 _j Expiration Datet Vrfl 14,16:6 ;% a r v a I Da t a 111 arch 2 F 11 Approva I fll�l lml-MATch '.f, 111il CL Aweval Date- 111"h Zzz� 10211 E -S, E SHEET NO, March 6, 2023 PA 114 10- I ' - / 11 Ll Eco TFUUT TESTING & iENMNEL%AINS COMPANY �01_AT _rRi'.� 7N7�,j:r-r- '------,----"- . .. . .... , ,_ - ____ __ - . .. .. ­ , J_R , P.E � ftlt=,NaMol,,C0I I,�. F e, ILWICNit �' L 0047 Fr C,t � ­­ FL, RIIFFTV� 1"&;kT10X1n REPORT NO.: 20-0728.01 DATE: July 28, 2020 . PRODUCT CATEGORY: Shutws . PRODUCT $118-CATEG011 Storm Panels PRODUCT ItUlI 20 GAiGS GALVANIZED STEEL STORM PAIMEL MANUFACTURER- ailklibal-prolladiantProductiA= 48W S.W 61 Street Davie, A�rlda33314 1-PAIRPOSE OF EMUATION; This is a Product Evaluation Report Issued by Waftw A. T111111% Jr, P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 6IG20-3, Method 10 of the Florida Department of Business and Proftnional 111"ulatfoin. This product is being issued an Evaluation Report as described herein, and has been verifled for compliance In socoridance with the 2020 Seventh Edition of the Florida Building Code. and to verify that the product Is for the purpose Intended atleast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a sulldiry Code dame that may affect Its limitations and conditions Z DMQE 4911MLEDEQ7. 2.1.- =VA I 1' Al"I'M DIOCUMENUR&U DraMrog No. 20-176, Ned "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 Prepared by Titteco, Inc.; stigined and seated by Waft" A. Tillit, Jr., P. E_� dated 0712812020. This drawing Is an integral pa Fit 9A,ft Evaluation Report, 1 IF .,Mw,1,1'n' a -'r"41 ,--/�IIAN � � \�\CENI V- �- rl�'r_ - I ......... �- `%:.!`P 1 �_:_ -­­- No. 44167 '-1 * : , I - I * .* Z�6�- `&�A­ ., I. "r, 'I � ,,`,O�J` QNI',S,I��'!�P, 1k, " .4 �,�­., 149 , ,,-,�,%.. ­ � 61.55 N.W 36th Strwl, SRI 305, Milani, FlOrI 33166 - VIIII (305) 871-1530 - P-190I T.J&YALUA1JQJdWT4RLB"nWV2&H 2 22, TESTREPORTS: Large missile �rnpacl and Tarque load 1ASIS were perforrited under PmLic-01$ 7AS 201, 203 as per section 1626 of ther Florida Building Code, Uniform static loads as per TAS 202 Protocol Tftt re ports prepIared by Hurricane Engineering & Testing, fiv.,,, reports # 98-569 dated OB109I 06-570 dated U911811996, #,96-T30 dated 09IL20/1996- slithrete signed and scaled by Hector K4- Mon-Fina, P.E., Ferrestration TustiN Laboratory, Inc. reports III 20,329 dated 0411d11,90 and # 2126 dated 10106/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0210.01-09, dated March 4. 2009, slared and sealed by Edmundo Largaespada, P.E. and Henry Hattem, RE, 1 � Tensile test report No. RCM= 107 by CIG MetalturgiGat. Inc,, dated martitin '31 20I signed and sealed by Frank Grate, P.E. Za.-STRUCTURAL ENQ1NEF_RJ1JNG%_CALCUII -� � ..Q.KS, On 20 Gage Galvanized Steal SUN'm PaII ill ortaximum parait length Nis, dersign wInJ load, as 1wail as maxinnim anchor, tipaclil'iI l��!�,t,,i�eF,i,q�r�16,�r�dloat:la,leip.,i�ir��I 19 length based an ratlonal and ournparall"No anelyriis, and in alacordarice, arfth sectlon'16116: of the Florida Bulking Code, Calculationsproparevi bylllteco, Inc., dated I VI and 03/12FI5, Signed and sealed try, WEI A. TMitiJr,, R.E_ 3-MMILICT 1191MAN-C-E- Largemissile Impact under section 1628of theFforida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISJA&�F_ 20 Gage Galvanized Steel Storm Panel has been Verified to sustain wind pressures. Maxirrivni panel lertayth shall be as Indicated on sheets &� 10, 14,15t 16, 19. 25 and 26 of 26 of Product Evaluation Document, (P.E.D.), drawiI No. 20,476, Maximum Anchor Spacing shall be as liallicalled on sheets 8, 9, 101, I 1, I 4,� 1 5:, "I 7, 18, 10, 20 26 and 21c-_-,�,- 26, of Product fIvalriation 0ocursent f,P.F,0,), drawring No. 20�176, .5,I-110-T&LALABOR Insta4ailon shall be perhormed strictly In accordance witill details Micated on sheets 3 thru 7, 1 0 thru 20F 23, 24 and 26 of 26, of Product Evaluation Document, (P.E.D.), drawing No. 20-1176, f0immurn separation to glass shall be as Indicated on sheets 8� 142 -,6, 26- and 26 of 26, of ProdLw,t Evalluatinnn -Documem (P.E.D.), dravivillng lilo� 20-176. "jiltirLDIRA, - %Atl I Ir !410 oo,;ii�:i. .f4=,_-;%-. ,� If,v � ----- ---- ZI V R, . � * � \,,AFZT 6e -, , t � JVF�, �t=fi- -- * % I , .:--,! V . . ­ - ztF i� __ - , . ; -- PRII L � T� __ .�-A__Z7-_-ftr,'-44 I b'7 -. . I . 1= � 1­1 - I .. I "' ,�, �_ *L I � ���D, . 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L NONNI 1E AhIC.09%, ELL-0 AND Cr -Ncr,00 ItirrF, I� It 111444 �`*,J_ - � %". -_ i ki-X-I, otor --- SI , ",A- "I , , I -1 " _17y_ __ - �,iiotl� ­,t'Fm - i ,2 GAGE cA,_yANr7Eo 5rrF1 SIORM P"U � "�__ I ? - AID 4 16- I IM�i 0,I � SM- ANCINORI 5i�! K kuw-mm -,/e Writ o==- i:tcoAc,,;I @�Qci` ,IfP� 01, f O't - Z= _____ . ` �111.*TVTI�_­` _ - S _ - 7 ­ - - -- SoAL! � ' 1/2' 1 INI T�Uittti! VII BE Fo`MU4Mr1 '/A II-2t) 51LAFEW US" L1111I MRI � 101.1111AL PROTECTION PRODUCTS 'M - - _U­ toU - WFAII f". WALLS II Wr Sn.r�� - P - - 11 , LLC.l - i7 '� 5 111A1ECO--____ :-]- - r or I �.M 5 I t� �r nt_ - - %-, I_ 131II; t - ___ At— i 76 .I __ �_ iAi;4! I. - P_ , - , - ,.,�, 1. ,;�-.',�-51-,? I P .- wio: _ _ - - -;;I�� - � - oo­ !­,_ - I , ­ - 1_" - .", - - � I III L lur � F� i � , , , 1 _= - -I -Z�_!!�,�� " 4 4" _ F-7­ I- I _________.__,-__7��=.. � PIRTO wo � ­V -, . ___`1 ERQUKUNALISI AJhQr_REr=J1_ff4_11_4UI 1 A ` � _N_M&T,F.R]A.I1W..0 . __MRAI ICS AND SPEO � W LCM0111III-6i Shall be stricly it) accordance wit, General Notes and Components irdicared on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No,20-176. Anchor spedlications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (RED.). drawing No. 20-1 76, 7. L111MITAT11 ON-$- kND C __ i ON -Off ONS OF USE - - L 7. 1. Shall he strictly in complianc e with, G,anaral Notes No, 1, 8 thru 14, indloated I on sheet 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Ind"ted on sheet 21 of 26 of Product Evaluation Docurnent (P, E 0.), drawing No. 20I prepared by Tlfteca� Ina. and signed and sfaaied by Walter A Till Jr,, RE 7.2. Product may bainstalled wO.In HIGH VELOCITV' HURWANE ZONES as definerl on section I �820.2 of the Monica Buckling Code 7.3, Product shall only be Installed into pauredconcreliD, ccwirrete bLock, and wuiodframe structures, Product Evaluation Report pr"red by Walter A- TIM, Jr_ P.E. (Florida LiGaree No. 44167), President of Tifteco, lnc� (Flonda CA-0006719), %IRIOAMLI'At"', T116ff lz% ­ ��/! -% ­2- - ` Ie Nis,���'�,, ,:, _ Z r -, 1, S �, � _�__ _4____15C.,w-7__.m, 44167 --� = � - _ ___. -11, - ,*2 � . ­ - .- T-*. __ - ­* :- = .., III,prl- Z �, M ,,, " -,?*-,, ' STATE DF "I Q- - W Z �� ­ ,t,_.'±_V -%- , - L_ Lq��:_ .. - I.r ­Z;��., . i 0 � " '3e�,I,,�, 1ORI �.� , . ,____ � IF, � 1� I 1110 % 7 II A fl) pf li� � - I I ONNIROMIks "Ift WATILL D;I, TILTECO ADMON RECORDS � P, E, RREPORT 20 � GLOPIAL FROTLCTION PRODUCTS. LLC � 20 CAGE GALVANIZED STEEL'�;TDRMPAt4fL�ORV�r-'-*W-17StR�-?C.WX2DIJ72&t)1 I- I "�' Al ,A A 10�y����, 111" O.111. 17-12STIMIS 6, RNIGINEERING, COMPAN"I" - --- .. - ...-..- - -------- ________ 9I.Alt"L'a �A­ ltn-llo'l�'I+ PE PROD U.CLENA LVAI REBORT REPORT NO.; 20-0727-022 DATE: July 27, 29020 PRODUCT CATEGORY: Sillutters PRODUCT SUB -CATEGORY. Storm Pariets PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL. MANUFACTURER: 01porit! -P-mto-c�Lioft.P-rg.dl�oq.tz,,LLC 4800 S,VOI 51 Street Davie, Florida -33314 OIL, ,fNN�tC,B,111 . �_­LT �"N�, io��IT F­-, .ny".NN.0AM?0 !�FIIIJIRIPOISE OF F-VALUATION: Tina isa Product Evaluation Report issued by Walter A. TI Jr., P.E. (System ID # 1906) to the Global Protection Pr�ducts, LLC, Rule Chapter No. 611520-3, Method ID of the Florida Departmont of Business and Praftssiortal Regulation. This product Is being Issued an Evaluation Reparl as described herein, and has been varified for compliance in amordancewitfit the 2020 Seventh Edition of the Florida Building Code, arid to verifythat Vie product Is for the purI .0 Intended at least, equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case 0 a Bulking Code change that rnay affect its 4mitPitions and conditions Z.SVIDENCE 8111111"17TED; 7--t.=PRODUCT LIABON DQ0V_9V!_.I Drawing No. 20-1 TS, tilted "24 GAGE GALVANIZED STEEL STORM PANEL', shess I thru 18 of 18 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tillit, Jr-, P.E.: dated 07/2712020. This drawing is an integkol. tai'vs. Evaluation Report, P MI. '. ,4� , k11/1'Nii, . _­.­ ...... 'I :� - " . ;, VI W, _- I 4�4l`,-` \PVENS"­,-.. ? �� .Fis t, \� __��_-4---:��_: .. I ,- 3k__­.­.1I -1-ov '� _11_­I'V­ --f, ­� - Plb� � , �I I � ­'15, . � �11' sa,-,v * _: * ­­�___­_,A�­. _ ... _______ 4 t5 ­Z% I % �w ,374E OF �-'Q�. ,vo " 11, ii, .'�.,4;,- A, " U ,�%� , 11,:��� " I� I R � � 1:§ � , ��,, I, , 0 f�l�55N�V�y��t,tbSin4t,,;uiw3Ol5,N�'�&�xd,Flosida33)66-Pbouo:(3405)871-r*,14.�i�'i",�W��i',i�i'-i , 5Yl WTOM940ME'll I-YFF1173 � . 22_71_3_T_REPQR,M, Large missile irnpact load tests were performed under SSTD 12-09 standard as per section 160-9,12 ofthe FloridaBuilding Code. Uniform static loads as per Section 1 70q.8.3, per ASTM E-330 Test reports priapared byArnerican Testing Lab of South Florida, Report # 0814.01-01 dated OW11M2 witnessed by William R. Mahner, P.E., Bartz Moroz, PIE and Henry Hattern, P.E. and Report No. 021 9.01 -09, dated February 25, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P,E_ Large missile impact and cyclic loadings Der Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of S ,outh Florida, Report No. 112101-10, dated November 23,2010, sigited and sealed by Jullo E. Gonzalez, P,E. Tensile test report No. 9CM-198 by QC MetaillUrgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, PE, (is per ASTM E-S and Tensile Test as Per QC Melailurgical Report No, I OKM-13 48, dated Decarriber'l, 20,10 signed and sealed by ,fiarr),,,jor ,, , nolano, PI as per ASTIiA E-B. ZAL_1T_UC1U1R&L 9NQ1N9MRG_9AWMLI, On 24 Gage Galvanized Steell Storm Panel for maximum parial length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with swir,tion 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118/10 and 08/27113 (for this revision), signed and sealed by Walter A Tillit, Jr., P.E. 3. MIS HLEMEACTEREWTAN =: -Cr Large missile Impact under section 1609.1 �2 of the Florkis Budding Code, as per SSTD 12IIIII Standard and TAS 201 � 4AMIND-LL-0-A.M.R.F."I _TAK,9; 24 Gage Galtvanized8teel Stei,rn: Panel has been verified to sustalnwInd pressures, Maximum panallength shall be as indicated on sheets 3,9, 110, I 1, 12 and 17 of IS of Product Evaluation Document (P-E.D.), drawing No. 20-175. Maximum AnrI Spacing shall be as indicated on sheets 5,9,10,11,13 thru 16 and 18 of 18, of Pro -duct Evaluation Document (P,E.D.), drawing No. 20-176. 24 Gape Galvanized Steel Storm Panel has been verified for code compliance to work as a nori-porouts storm shutter assembly, as per SSTD 12-Q9 Staindard. wAlIuJ9L",1%,%VW'.'I - a "I'll" I I �, � 8. I "�I I � S. NS.TA",,1I!QK-_ Installation shall be performed SIMI in aocord�ance with details indicated on sheets 3 thru S, 12 thru 1 8 of I tL of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6; 13,14� 15, I 6 and I 6 of I 8, of Product Evaluation Document (P.E.11). drawing No. 20-175. -6-MATERL I kLCHARACTERIBIIC5-AKD-SKCIFICATIONS-. Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 1 8, of Product Evaluation Document fP .E.D.), drawing No. 20-176. Anchor specifications shall be as indicated on sheet I of 10, of Product Evaluation Docurriant (P.E, 0.), drawl nig No. 20-175. 7, UNffAUQNfiANV_CQNDMKs_Q_F_V=: 71. Shall be aWctty irroompliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P-E,D.), drawing No. 20-175 prepared by Tifteco. Inc. and *nod and sealed by Walter A. T111111. Jr., P�E� 7.2. Product "I notbe installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1620.2 ofthe Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood fr3me structures. Prodwl Evaluation Report prepared by Walter A, T1111t, Jr.. P.E. (Florida License No. 44167), President of Tifteco. Inc. (Rorcla CA-0006719). WAINLL 03TILTIE00ABIMONRECORPSk? E.REPORT,20k GALVANII STEEL STORRA POOROL I DRWI 20-176 � FIF ---------- ! - ,CQMPONENTS FOR REULAELI& LIFE SAFETY ST0_RN PA.t4EL5 i I I � I 1/4, 2/4F 3/4, 4/4. 5/5, 7/5, , , 1I`­t­) ! ,srALl- i 1100/10, 2W/10, 3WI 4W/10, - iristi, �Tln'I, .*TH� - ___ - - - . ; I *5W/10, 6`00/11 & 7W/111 _* 6/5 - I ,I � Fit, ryiI WI ­ 1 ; - - 1�51V- OFF'EMN11 WOLTfi) ­ . � . I ,, tooi� . .� I�: PA, -_ . I . I- AWPFA5;,III0A! CCNORA19 VIC 54"AaCINION, CO StI a A, 9 - - -_ ­J , , VAX_ , ifL� I" --- - � I 'D SOZ 1" .. & I � � P 9 MAI TOR A�rl. AV,704 ONA %I_ TO & it 'I N. , 1, 1�0 - - - I ��IIV' - - , �;114�1' � I � 5W � _____ ­1 ______-_­_ _ I � : I " " ! I I I 11 1`5101, " , trU�V-_ ANN LLIrl'. _. 1 450' ,, ,I I - --- ' - , ; 0 et . I I ­,�, ... 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I L ,_ � I VE ot, I . - swiflo, 6W/11 & 7W/1 I 1�67/5 1 -II, , 1/1, I, "". 37at' - . `_-, � AI 000, -_ a4m �114* ,,- - TW - i I I F, i -. - � f I I :_-Ro- - ooNiff, ,I"*- � . -,"-- - , 110- .--- � . - - - , 0 � _V"-?C� _3i). 51.11173 � - - --- - ANICLAORS FOR 111"VOT SEE lia--tEDI 04 SACEFS a A 0 -_ . - I -, GE� - � . IM, - .ff , It ii a - -IVO ­CTEI 1. I FOR WOOD SEE StCtIORS OR Sf�l_-T.3 10 & It I 1 , I ,oi k, 6,62-,-. ­ I - - - 6.0, ioics & ,;� I/" ot I t , I � �1 . - . - J 61, , `6 . 61 ,� r , i , -T � � I , . . 130' � f � ,,,,, ---- ir t,� I I � I F - - I ; - L�n � I 1p - 7- - ; , . , ­ I m - I I 1 4,,1 i I. . � V - ,, 4 - - - � 1 -2 �i I Co I' I I-3i rK. 21, - � � --- i,/V1I,`. AU loq . - L -�J­ 55�' . I cr,� 7W 'i,TON AT - - i I �- , � i - � V� P�,­, I _1 I i ,_=_n,1­ , owio' � I LS d! A 1AL ELEVATION �,FAI "I'ANE1 0.TR,,,I 11 I ­­­_ 'I I I - AiN, 0I I - , , I IRAN' N I S . - - i '1% II _ , . I il OIX, - " -I T, III �� 1 7 CIM" '51, !A(Y__HQLL ... 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It 48,"I& N :Ilri�;, F,:IVNI�F, L�'1Vd1QlN1Fq,F ,; � 1 � 1, , Q l: -J-,-', Ll 1 J .-j- -, -L -1 -1.1 - F V,�Ilitl!Fq je. [Vr,r VIDIVI PVA`FI Si �CI%TLF AV Arl'' 12AV01 l)i',r,PV)L � ---- ---- --lr---1 ,, �.- . I I- . I . . � S�F Ari 4 - 1. -- .------ - 3- &t- - 1. - m- 5t I - :' , I ia,� 00) "Ver Ll Vilill, VVT,FHsi I I - � - -" v - T � vl� - a,t f 'r-'S"AUjAT!�j-P, i I ii tull'i AW10 , I,'", 'T � III- T�i � 1 �Ili . I, j l A r 5 � 1- .., -- .-- I III I"T ir IT I� I I cr VF Ett I, A A r 'I V I INVA I III I.111VIT Ilil i IVII . ,- -1�,.�'llill'Il.�..��--,.---.-�.I � 4 -*LZI�T'Ill EZ I Ys/ 1 8 � i LON FOR SER 1-y-h-CAL-ELE-Y-Al IIES 2000 E-Z HANG 510M i PAL4E T I : 1 $CFVLE� 5/�2% 1 �' _ I !I : . 2�8&I iMl LNTP-AP ] eir, LIMIT as, I . I � �% � , I - -04 VALLEY) �, -hil I , , I m I . 11 �� �� -111-1 IM t ? 777 77 1 � [�'�`,�, I Ik ii .L--..i k I MAX-4hp T - I 5-EL11qN-A:-6, SCkE -1/32'-l" I . "'I'v0-1,1110i i ,,,E�V�;:;II,, � - �'!i,=4-6-'14111 . - 11. 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ILIti 1 - 1111i E:NGINeS.RING EXPRICS840 PACIOUCT E:VALLIATION REFICIRT Sarrallembei 15, 2020 Appitcalion Number: ,L7849 1 - R2 EX Final Nuarritser 20-:31543 Prodtiat Manufacturer All American S"ers end C-Alass ManufacturerAddirm i .540 Donno Road West Parna Briscin FL 334019 Frodurittitirstrare,CMEOV 24g,aG�ifvar�zedStee�StotTi�P�ai*6 Large Mussi impact Resistant Scope of Evaluattorl lbor Produil EFLUVIVINksn Ross I a hairIg isssiard 1,11 asLardral aft The morcrornarrou of lhir Flaridst DAPpVUfEment at Cusirivists and Professional Roguffation (Florkas Building Commissunu Rule Charl 61132D-3 006, F,okC , for statewide acceptaince per Method il The product noted above has been tradad mini evahas"d as tuntri-Varized horsarr to show compfiesice voth the Fkarridia Sladding Code Seventh Edillon (2020) and Is for thai pUirpose Intended, at 60M equivallom to That requiroiby Me Code Re-vairlail of thas predocl stuill be laroluMed IVAIDIVAirig parlineriff FIVRI Stakfing Code inodificatiom IFT FoRIsIcIrs Substantiating Date: . Rft22kt�UgMhMAMQN_-22Mgh0 I dureft #21II-11543 Owl'24ga Galvanized Wes L Storm Panels IHVHZ & Ntrrr�HVVHZ)', Thal It � 5 prepFiVill ba, Efrorierming Eirfrairs,assaid & sistars tai OTHER Berinewdo, PLE rTiVism witagas partai th's EvOlUal siviran. . RMItTS tairriffloarrin static structural perfoononcle has been lespinj in acciandarroa with TAS 202 lost standards pal I"I roiaoflifs� XBTASO-17-001 by Effackwatten 7 ashing, Iri Large Thirosille impact PraIdelicre anti ctrivi IfIssifirsi fasionnancis has been rastall,ln aoixrrijarrse arish TAS 204 Eard TAS 203 Wei stasidoldis paL task rarfpsts�%� 49T-A:56�47-001 to Warrokaratior TvirVII Inc. . STRUCTUM .1 ENGINEEMING CALCULATHONS ShLREUR-al strigtrilarmill calculations have boon prepared which evaluate ft product bal on comporal andifor regional one Pri to riturfify the foacraling design aersmir, lf� firthearragnAllormeale Spam 2 Minimum Allowable $tbans 3 Mirainaurn Glass Soparal 4 Anchm Spacing 160 99; 12- AVE;Zi F SUITE 106, Uttrtli &EACH, FLORIDA 31442 (954) 354-0660 1 (866) 396-9999 TtAM*EnGtNrfRtNr,f:XPREts.COM EROTNIARINGE-FRESS,COM --i- E-L �'Q G 1 NJ = �L- Fi I �i�J C-i QVII PrEgic -. vir -, IVI AITIW011 ShLllfklr.� all Glass - 7-4$a (sillvenized Sti;TS Sil pairl W 33% increase in alfwartile Rriness has boon used In fhe destign of III proslum Separation from glazingm not required for InStAlIVAIDDS otdrade of wind zone 4 andes5onfiallocilibas Impact Resistaril i.a�U4,�i7�p,acAReWstaoii:�,qb�r,,bpjeriderrions�r�i�,u,d mewdencedIripi,iniVausly lialedletalisportis),andia accounted Is, in the rarGurreeing design of this pIodul Wind Load Resistance This producT has been disirk,ined to Fesst"rinliciacts asirdIcaiM ItrinesparischadiAeVaI anihe usiliersil friodVILITI ENIVaskri D000rnisni I PITIEVIneefiliV dirsAVILTV4I, Installation This product shag be Installed on MITI Compliance vi its tespect"ir Viodwict Evanation Document (P 0 Bagirwaring dfawring), a -bog min 40 components nixed therein Product co,ripairesIla nhall tie of the rislilisiraf specified III sal, ussidUCI I PsillhiftifIl PI rFrl EVAILLAKITI Disingirtiont f,VT Iriligirrillor ifintildingj, Limitations & Conditions of Use: Use of this product %hall be in rai accordance with I Frispeolive Piroduci EvaIrraliori Docurril fi.e a Triar-ERNing drarrang) as noted harem Ail supporsit ITIVIliflisfriscirri"I VVIVIIIII he dirs[gqrld ITJ ITIVIVIVIR11 lirill rVII Ippilirnflosi hVilsilL aftirl shalif as of III IT1111001III-11 Isford In INS pirodurTils respective D�Ill!')��!l�r:!�r�*�CNI�i�ll�,. Hist silinic'sVer condilicia I whictV as, i &COOLIVILIrd for in this producis witoodso, aschm sithoduis shall to designers iol, on a siie�spaafic basis by a pogietered friollassitarnif orgoti All components which are permanently instailed shah be pIotl against mirosion. contamination and oHrer such damage at at "Meg Thig prodirill I isuen desiliphried IlVir irse ralliaim and LVIsildhi, l FfOh VotriVIII111i HiVirillsirinpir Zone fFVVII1HZ�i, Respoctfuth , , I 11 ,��.'' �Ili�,��r`,Vi' ", ­�1"VII-L"I ;,�, -.- --. , , .-:;;� jr� S— a" �,E; .f . 'BI I'T,04". !�,��` Frank Fiennardo. rE ENGINFEMNO FXPR93!5* iWFO(Mil I Corr Auth "83 160 SW 12"' AIENLJ SUITE 106, S:F�Flkii BEACH, FLORIDA 3,1442 (954) 354-0660 1 (866) 346-99VI TEAM defri R I No ITII tai- CCM EtVsIhE-AINGE,r0RIS!---M I I � ",- , " Z � � = /;, -I- - � : ,I i- r-'. V. , 1� - -AI1.11 I 1 t r V.1 _V 'it" L ,"'Xii, 'rY. ger -,-e, , ir"Ll "'It "I I "."I"' - , , . 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ORAIRLIN ALLOWAbLE SPANIS, AND PRESSURES INUMPTiED IN SPAN SCHEDULE SHALL APPLY 2 EWERAME210i SCHEDULE ari ON PAWL FA5TFAAFaR SPACOW., THE EXISTINS STRUCTURE 1TAATaRIAL,&AAh!-10ftT�Pt Sal DESIGN LOW CREAM THAN OAL isaIALT,AWGA11VIE Ot$rlall LOAD ON SHIPIFTER: AND Wi SPAN GAIRIK i HA19 CR Er,��F.) SM011 5PANISAILB7 CONNECTION TYPE 4AS50 ON APPROPIUM E ]VIDUNTLAU, a0AvrTlIraVI I RE F MoTARThsa rfiFrrl cris SHEET a FIA WE-ur�ReArON CIF WARMIRI D41N I-Vipc), I "PAII ]PASIENERS" AAE STILATS LISED IN CON)UNIMI-AN W17H ALL SICILIN1711r, EX MUSIONS f1r-rAMBCsNUCoEc,AAGt1,EM) aStlit5i ��EL�AST�t#PR5p^t:lN',-,Aa��VALUI�5�R ALL '"'� AM -U=-LiUAOERS (INKLUDINTS 811JILDi �:Caf=---ri 4 ANIHORS, Sial SE PINSTALLM IN 9CCORDAMM WZLH MANUM'TUR151i ISECO-MMENUATT70i S, HORIPJAY BILMIK MST $TRUCTURE "a r-ONIMPAI TO AST14 OW WOOL 6� al"W'd F1415FOLVEINT SHAILL, ME AS NOTED IN JUACIII SCHGOUl 7 MUTEPAIM -04KID14510 Ai larsto� MILIVIFF"t �XCLUCE5 BTUI FCAM, SKILOC, AND CTV�erl )ROLL 9 � WHERE EY-15TTISCSTRIPCITORE 15 Wi FRANFRIS,,11EVISTING COWT-11--ft IMAYVAIRY. FIELD VERIFY THAT FAS'17ENERS, ARE INTOADITIQUATE WOOLIFFAMNIG MEMIDIUM NurpriTYWOOD. FAILnEsill TO PLYWOCI) F. ACCEPTABILE ONLY FOR SIDE Ci RE PIECES 10, *HM ANCIl FASTEN TO TiVal FACIEr Of MUD fRAKNq, ISIO4EVER 5til tit Lor'WID Film CENTEFLOFROWNALL r X 4' JAM VILROCID STUD (-1"SDUE OUSI'ANCIEIS II-ICEPTASILE FOPLIVO(OD FROrM�NG)�WODDE;TO05k4,LSEI-I,N�t'4FFO�MNf'C,-,��59,r)P��;f4�A7MD-,t4�,11"0�AG.%PPN SEVALL HAVE PMLUPS PAN WAIT) M HEX HISIZ, Jilk REMOVABLE.ARK'"ORBIALAVE DUVIAa PANE LIMAT ALL, Mai SQUE-SEr 3 IWASS 5USPIRTV t2 MACHNE51-iflewS Sil "AW IP-- MIN IVAN MCA(seMENT OF THREADS JWM THE aft--rl ANCHOR APIA Aci HAVE - A PAN HEAD, TRUS AFTER Wol TI Al Rift _ E;�HIEN F�Vl Oi Ill CVjH( ER rV , F14t PAPPISIHEVEDIM _ OISTER " , 13, _ ANO Efril we 14, 111110 "'.14iii AKIVI 00A1IYE0O4S WHTCEI APX MOT, ACCEPTABLE USM. �E Q CAR W.M ON Ia AKIT PaRKILI-CII rfQ ta:e WITH ILI ANCHOR Zti�Heor)ul L,aI-,Zi TFIIJS SIfIET ll� rd ... -- - - I ISSR-T=-, -;7� - I � ,-, -- �, `-'I:==-_ , 'j Ill AILSMI`� i 1. "I , -4 o- I An n 1h I til: I off �IF �- v; I - ;.1 ;.r I I Im" il It; I I I 40 0 i in � 0 1 0 Z I < I 4 4 1 Ill I Ia Fa " � a 1 24 , I 1 ;A-Z st 4� 1 1 ! ;Z A tir) R I 19 0,1 i - I � I i , :5 I 4� a) � I: . _c_— i cn —M 0, -I- -0 > 0 - F5 0 = (1) " (2) %— C)- I C -0 2 a) Q- (� CIO _, -8 0- . .= 0) -11 0 4--i C/) (1) -4-0 (1) -0 0 0 -0 -= ja = 0 %- ca- -2 .i g .2 (1) 3: = = .0 U- — M 0 E iiii M C/) — co 0 > C/) (1) " -I C)— :E M CZ C) - F- -0 . =. Cr ) < JUN 27 � I Vi ual Review Assist, Nc "i " Plans Re iew completed and ap iroved complia e with the 2020 FBIC Ith Edition by lbra Anne Klahr P ; ': ? � J W �*. K - " ; - (1) (D � !, (cl-) -+-.i V4--j (/) 1 !'I 1, = .� � M > i! r"'I"I"I"I" 6 0 L— � I � � W '�' CDL 0- 11 I < L � (D . -4-I 0 I = ! I = -0 It 0 CL 0, a) " M " T M =3 - LU I TE :Z I Z -j a - I SHEET NO. S H 1 5� , FOLD UP WEATHER -4-0 RES 3ARRIER TEMPORARiLY SECURE 'HING" RED"I"EMENTS ISTIVE' BARRIER & VVEATf IE R RESIS T[VE F L M'S' U K WINDOW UNIT DOOR ROUGH OPENING WEATHER SLOPE W RESISITIVE CU 0.3 in: 12.0 in R703-1 General. Exterior walls shall provide tha building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -0 > BARRIER WOOD FRAME OLINSTR. -'0.6 cm: 30.5 CM') include flashing as described in Section R703.4. 0 4- L TAPE EXTERIOR SELF ADHERED FLASHIN 314" 1' BEAD OF CONSTR SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER C: SELF -ADHERED FLASHING OVER RIM JOIST THR_ CIF: DOO,R ANCI 0 '0 AND UP (D WAL-f BY 6 IN- fRETURN LIP JAN18, 6'% USE LIQUID R703.1.1 Water resistance. The exterior,wall envelope s�all be designed and constructed in a manner that prevents the accumulation of water (10 EXTERIOR NAIL. BRAND OR EQUAL INEATHER 3 within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of -6-0 0 (1) PROOF CAULKING CEMT. FIN, VVEATHER -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding, =3 CO co cr) RESISITIVE ja W BARRIER SEAL TOPS OF it_)ISTS­­ 0 WJRE LATH R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, freefrom holes and breaks, complying with ASTM D226 for Type 1 felt or other C: 2 UNDER DECKING 0 ISJUSFLOOR tal I , (SEE OETAIL WP071 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizon y L SELF -ADHERED FLASHING .0 u- with the upper layer lapped over the lower layer not less than 2 inches. Where ' ints occur, felt shall be lapped not less than 6 inches. Other CU approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions, The No,15 asphalt Cl) HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building -0 E a) 0 1 , Cut, fold! up & temporarily secure weather RIM JOIST L_ resistive barrier above header to allow for appendages in amanner to meet the requirements ofthe exterior wall envelope as described in Section R703A. 0) C�L THESE DETAILS ARE GENERIC AND 402 flashing installation MEANT TO SHOW GENERAL FLASHING Cl) 2a Self -adhered flashing plus head flashing under R703 7-3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood�based AND WATERPROOFING METHODS TO weather resistive barrier sheathing, shall include a water -resistive vapor -permeable barrier With a performance at least equivalent to two layers of Grade D paper- The 3� Fold weather resistNe barrier back over head BE USED. individual layers shall be installed 'Independently such that each layer provides a separate continuous plane and any flashing �(installed in flashing, and seal with tape accorda nce with Section R7103A) intended to drain to the water -resistive barrier is directed between'the layers, SELF -ADHERED FLASHING Scale- NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, �XTERIORSHEATHINI���� MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-,absorbing layer or designed drainage space, EXTERIOR SHEATHING 314"-l" BFAD(`)r CONSTR. INSI ALI- SELF ACHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 0 4DER LAUSHiNGJAAWS HEAD THROUGH SELF-AIDHERED 'R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied "THRESHOLD OF DOOR AND PETU RN LASHING� FLASHING -7 r-SELF-ADHERED FLASH shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes PLASTER JP JAMB 6-- USE LIQUID NAIL BPANE, FLANGED WINDOW 3/8" CEMENT ADHESIVE T BE APPLIED Lit F (SEE DETAIL i used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the 12 MIL DPYLOK CMIJ - MASONRY BLOCK iLKING 1 1. OR EQUAL WEATHER PB AU EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. LETT I ER ON CHEMICAL RELEASE PAPER Ci',)MPATIBIUTY Self -adhered inrieirribranes used as flashing shall comply with AAMA 711. All exterior fenestration products sh,aR be Beefed at the juncture with TENER WINDOW FAS the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and SELF -ADHERED PLASHING 1) SEALANT AT -SELF-ADH E I::� E D FU� 4NG, RE�E_ASEPAPER"I­OEXPO E 4) SEALANT JOINT Ir WINDOW BLICK TO EX ACHESNE AS SHMA"M contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY VERTICALLY FROM BOWFOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK I THRESHOtD 2) SEALANT JOINT --t, shall be installed at the following locations: INbiVt tL)Lit Ut' 5) SEALANT FROM WINDOW FRAME ACROSS WINDOW Bi� ICK ST-CTION-A (SEE DETAIL \AIP02)'_111 AND EXTEND TO 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY WINDOW FRAME ATTACHED SELF ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER COD-: (D ings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS shall comply with AAMA 712. Flashing at exterior window and door open- (2 BEAD BRIDGING following� CLADDING AND WINDOW -s installation and flashing instructions, or for applications not addressed in the fenestration FRAME SELF -ADHERED FLASHR4G. - 1 A The fenestration manufacturer Z 3) SEALANTWINDOW FRAME T, WINDOW BUCK ALL THE WAY NAILINtI FLANGE manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. "121.1/ Gh not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 SEAL TOPS OF JOISTS (T) DO NOT FLASH OVER sloped in such a manner as to direct Water to the surface of the exterior wall finish or to the water resistive barrier for subsequent BOTTOM NAILING UNDER DECKING drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 8 (SEE DETAIL WPO7� 2 71 FLANGE -- "I ........ 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SGS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF-ADHEREO FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER WPOG 1A In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA1WDMA 400. n Fol 4.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with p -ecting lips on both sides under stucco copings. 3.3.Unidler and at the ends of masonry, wood or nietal copings and sills, 4. 4.Continuously above all projecting wood trim. SHEATHING 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. -in gutters. ------ Water Resistant Barw 7- 7.At built Lath APPROVED SHEATHING JAMB, SILL AND HEAD DETAIL SEL F-ADHERED FLASHft], N�i Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME C APPRIZA"ED F LASHINGi TAI)E 3 2 4 JOIST I.r SEALANT SOCKET WITH. TOOLED APPROVED SEALANT 7/8"Cement Plaster �/SINGLE AM 7/&' Cement Plaster WOODBE SEU�-ADHERED FLASHINGG Foundation Wall 4 JOIST BELOW in accordance with ASTMC926 in accordance with AdOW SELF -ADHERED FLASHIN ASTMC926 A� Felt backed metal N lathe in accordance 3" W Felt backed metal lathe in accordance with ASTMC1063 SELF -ADHERED SELF -ADHERED FLASHING FLASHING ..... ..... w'h ASTMC1063 Building Paper U2 Building Paper 7/16" O.S.B� sheathing ISCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING sheathing FOUNDATION WEEP SCREED Metal EXTRUDED SHOULDER DECK JOIST WP07 OUTSIDE CORNER P08 WPOV Flashing Weep Screed - - - ­­­-- - - --- - - 7 Installed As Per rN STRIP OF SAF LEGEND Maintain I I \N � h ��� - SELF-ADHE"ED"' FLAE3'ri'INGN 2x FRAMEWALL--_____ Manufact. Specs. < -Starnpede or similar PRODUCTS DE TA ILS TILE FINISH----, SELF ADHERED FLASHING (SAF) Bottom of cauk bottom DRAINAGE PLANE (DP)WEATHER RESISTANT Weep Screed loint only BARRIER IWRBI 1 1/2" to 2" (n DRAINAGE PLANE WRB BOND BREAK WEATHER RESISTANT BARRIER ND BREAKWREi Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BE11IN: STUCCO SELF FLIRRINIr'3 ($F) LATH Above Roof iD 112" DUR0CK-­­,-___, > BOI Installed As Per PLASTER ACCESSORY Shealhing Specs. PER THE FBC RESIDENTIAL 7TH EDITION (2020) SF LATH SHFATHWG,'0W, PLYWOOD, DENSGLASS Manufa V-4V PER PLAN z 1 0 6# Detail Instructions IAAFRAP D P WR B ONTO V-0" PER PLAN T14F`VERTICAL 112" Cementitious Refer to the number marked as C# in each detail that corresponds to the e Cement Plaster iI0 SURFAC F TID TOP OF Decorafive Finish 0 rLAN(3E AIS''41114,14'R ln accordance numbered Iterns in the list of instructions below: BARRIF,,P 'with ASTMC926 All inside and SLOPE V 117 INCH FLANGE over wood 2nd outside comer will 1. Install self -adhered flashing In order as shown by numbers 8" CMU U I I % 0 floor 2. Install flashing and weather resistive barrier to form water shedding nee to miter 4" OR 8u CMU 4 L) cut and caulked al�l laps (PER SEAT DEPTH)-.--------,, butt joiints need to 1 Self -adhered flashing can be �substitt,,lted for brUilding paper z z 1- 31 RLICTURAL F: ItAIJINU �=3 4_z _'. "� 4� becaulked using 0 4. Split the release paper using the ripcord (Split release on demand, - - : 1-1113 :!1 FILL WITH GROUT 4_U STRUCTI IRAL SHEATHINC' tarnpe or sim. MCI He embedded in the adhesive layer) - for ease of installation and to I IX Cr HIS GAP IS A RESULT OF caulk for all 0 W uJ PLASTER STOP S P 1 P OF SAF NATURAL SHRINKAciE minimize scoring cuts Q_ -----T 5. Remove all release paper per standard installation instructions and Cn DO NOT SEAL, ­--DRAdNAGEL PLANE WPB CL U) CONTI NUOUS BA uJ C ZR... '50 adhere to substrate using a square piece of flashing material (6" x 6" ROD & SEAl ANT DRIP SC, F1 I::: E D PL AsTic )" - LU AcCESS()R I" .... ........ . BOND %11��RB Minimum) JUN 2 7 2023 SLOPED MUD BED Ch SF LATH 6. Fold as shown by arrows 7 < LLI W 7. Angle of comer may vary, adjust folding of the flashing accordingly to Q 44 fit tight to corner VINYL SHOWER PAN Note: 8. Mechanically fasten as necessary F-4 A -1 M J­ %� The building pa LIJ PE SLQ� Cement installed over the top of the weep Wev*11levil w Assist, In PLASTER STOP Plaster Plans Review com iteted and approved < AI); ifte 2020 FBC 7th Ediiiop z CONTINUOUS BACKER ROD over block for compiiance with 0 < & SEALANT 1 st floor by, Debra An e Klahr PX230 z < SHEET NO, SHOWER SEAT SOFFIT/CANTILEVER WEEP SCREED DETAIL M wvr""l 1 wplu SCALE: NOT TO SCALE w1a 1 U 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)— l�l�L`11A�y,`I�_��:1LL�lJ��Z��l 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 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 (TYR WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED — 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' CLOSU STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN ---- z 00 HEAD WALL 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 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 WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 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 TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP-------_ 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 6" J, RAKE WALL WP12 ITAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN STARTER STRI HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALLS 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 RAKE WALL WP 14 _z 00 HEAD WALL 09 HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN---__ SHINGLE WATER RESISTIVE BARRIER OVER FLASHING TAPE EDGE OF COUNTER FLASHING STARTER STRIP COUNTER FLASHING CONT SELF ADHERED 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 FIBER CEMENT SIDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8' tlIF-1:4":*31VV. 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 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"------ ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN a' ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE Nt BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" ' DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712, FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. ��j 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 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. RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. JUN 2 7 2023 Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 -1-0 N to C0 C) O U N O CL Q 0 O O L .CY) CQ V -0 O fl cn =3 Ca 0 cu cn O � 2 0 0 O Co LL O .� O L. 0- H co -0 SHEET NO. WR i2.0 A 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 HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASH 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 MORl"AR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"= 1 ' — 0" 3"=1'-0" 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 SCREED WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING-- CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL—_ PT 1X BLOCKING COUNTER FLASHING ca PAN FLASHING 6" ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---- CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--_ 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING 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 IERED WRB TO OVER WRB ON .OW A BRAKE METAL WRAP ;KER ROD ANT Y MOULDING BRAKE METAL DN FRAME - 7/8" AND FINISH STUCCO =URRING LATH ON 2- )F WATER RESISTIVE COMPLYING WITH 156, TYPE 1 (TYP) ATHING PER PLAN RAKE WALL WP16 N � 0* FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAI` SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP - HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT I-O TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A (D WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > =' i' j '=3 WALL SHEATHING PER PLAN 'O R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Cll Q OLO FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CU�- PER ELEVATIONS +r _ EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. U N CU SHINGLE WATER RESISTIVE a) Uii BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM t= Oh STARTER STRIP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED CL WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O' L.L HOLD 1/4" AIR GAP CU EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .�cl) p FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED (q N L_Co Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE co CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 Cn Q LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X BLOCKING--_ APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. COUNTER FLASHING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE io PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. TILE ROOF PER SPECS 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. 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 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 BARREL TILE TO SIDING W P 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL, 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. C� a� CU � o y-- C:L O Q JUN 2 7 2023 O v o V' s_ Virtual Review w completed Assist, I c. Plans Review and a roved (D r � for compliance with the 2020 FBC 7th Edition AM-0 CU m by Debra Anne Klahr PX2300 w z z a Y SHEET N0, WP.2.1