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A ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS 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 SQIN -SQUAREINCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: = STAIR CALL OUT HEIGHT OF -'STEP DOWN A13 SHEET NUMBER 1 INT ELEV NUMBER C = FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 ELEV NUMBER A9 ARROW SHOWS = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER 1 < ELEV NUMBER SHEET NUMBER LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 -ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER GENERALNOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q 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, SLI ING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-O" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB, C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES 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 #40 UCV1 o s N U 0 Of - MAR 2 5 M-1 \/RA: Virtual Review Assist. Inc. plans Review completed and appr ed for compliance with the 2020 FBC 7th fdikrl by Debra Anne Klahr PX230D 1, _ • N 0 N '0o. E o \ ' t/1 ) co M ZQ3N V ��� �7 CY) ` O t "' o `.1-. lJ� p o U 0 a Q N Q �� Q) o E CL a cn ~ _0j W �LLQUofOzF W Q < � °ZCD W°- QaOQLL�o U X_j('OZpo _j_p�OFnOw0�m�3vwZwW Z Q�d OJpWn_ww<WFQ J <zu LLJ p� _ 0QQ�a �a O F- I O O Z W O� �f-cMO Q M � ILL F- Ir(LM 0- � Q V Q 00 Z W W J O O A qq- I I I I c) O N O N O N - N N N O N O N •' O N M O N M O N r- O C) O CD CD� (5 N O N O ' i i z 0 NW � p O N O M CD cf' O Ln ; i � LO'�'�• V I r"r 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. I }Z zz 0 ¢w Z -�_j W o z o -+ a- O U U5 ooW> �_ o Z aiY< a ern = mT�=w 0 N zoo W <�o C� z0f O o �oQ z v aWLL z 31.4. Z O U_O CL z Z w LLJ� o Q O LAST PLOT DATE " • December 14, 2022 z - O J COVER SHEET _LL LL 080 EL r- L ELEV S3 (-) 0'-3 1/2" 30'-0" 15'-4" 6'-0" 8'-8" 2'-6" 2'-5 5/8" X-10" T-6 3/8" 3'-4" 6 5'-4" T-2" T-0" 1. 2'-10" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP; 12 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY 2'-0" A o TREAT SOIL W/ TERMITE POISONING OR g Z�) • BORACARE TREATED LUMBER IS AN HB ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) Q 9C� Q 4 Q a 13� M � D� 2 GG 6 S3 M 13'-2 3/8" S3 BRG WALL I o B N d d CO 13 w 14 GG I I w 'v s3 v -----___— -$ I r== I C.J. o— 1 13 — — — — — — — — — — — — * 14 � I I 15'-5" B 4 LA L SINK \ ELEC ------ I------ �, n _ _ 9 9 o II II I d' II 6-2 3/4" II 911 O13 SHWR O Ii 0 II II - � 5 N 9 AV `r 11 I I Ili 00 II i I o 13 - III L- Cl) I � > I L C?i o - Z -----L----- S3 0 � II REF i� _ 6 r, 4'-2 5/8" 0 1'-8" 13 II BRG WALL ----I h 6 o D " 10 G o *`�' D I s3 I � C.J. ELEV. r--- z --- U I ��_ D I I o g 113 d' S3 I I - 13L J 0 T - o — ----N------ --- oC.J.— 9 914" L 9'-10 7/8" I I SEE DETAIL D/S3 0o H o FOR FRAME WALL 100 TO CMU B LL 1iQ oCONNECTIONS 90 13 13 �4c J oo S3 B 3'-1 1'-11" 3'-0" HB LL „ io A 0 C)8 o o co A zo N 13 C r C —AELEV. (-) 3 1/2" F16'-0" V-4" 8'-8" 1'-4" z:� 10" U U_ 20'-0" 10'-0" ~ E:� 00 30'-0" _ FOUNDATION PLAN A 10 1/411= 11-011 FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R N C1 = FILLED CELL W/(1) #5 VERTICAL o M = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL _"04 a" C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) LO o (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS M� t `� 00 ®= WINDOW OPENING ABOVE R. hl)'Nc x PLUMBING NOTES: &s, z w FBC 7TH EDITION (2020) PLUMBING SECTION 604 _ a S3 Q 0 1. TANK TYPE WATER CLOSET VOLUME qs N 1.6 GALLONS 2. WATER -FLOW RATE. s o z a PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. ^^ll VTR LOCATIONS ARE APPROXIMATE AND MAY W 0 o ° CHANGE DUE TO JOBSITE CONDITIONS. C) M � di •1� V' M I 01 LICENSED PLUMBER TO VERIFY AND HAS THE-0-ofj co t o AUTHORITY TO CHANGE AS NEEDED. 2 o ram LL o o Q U i� O .N w SZN = KEYNOTE LEGEND L oCO KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS can 4� ICE MAKER LINE SINK - KITCHEN 6� REF WASHER LU W/H W W W woo ¢�¢ a<ozx z W (D of J�O���w0Oo J0 9� UNDER SLAB ELECTRICAL CONDUIT Q Q V o o LL o 0- o o m° Z O10 LAVATORY -1(DC>zYozzLL0W0 0- O Z <0W°2_��—w_YOQ CL a 11 WATER CLOSET a ¢ ° o ° Q ¢ X 12 42" x 42" A/C CONCRETE PAD iQ 13 BEARING WALL O 14 (3) BUC W/ HTT4 ON BOTTOM O Z N O FOOTING LEGEND O C :) ti TAG TYPE SIZE REINFORCING >_ O D M O C THICKEN EDGE 8" x 8" DP (1) #5 CONT. Q J � ) C a. MONO FTG 20" x 20" DP (3) #5s CONT. 2 L.L� C PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY < Lu <r M C MONO FTG 16" x 12" DP (2) #5s CONT. Q Q 00 z0 w� W J O O J O O N O N O N N N N MAR 2 2p23 : � O f� o O O N M r O N M N O N � O + O C) O a O O r O O ' z O \/RA< Wo � 0 CV 0 M 0 It 0 t1� Virtual Review Assist, Inc. � d- Plans Review completed and approved ' for compliance with the 2020 FBC 7th Edition PX2300 00 by Debra Anne Klahr ¢ z LU C) _ Z� 000 0*) 0 v LU ()0U5 Lo Sj 0 �z> 0Fo Z �� a�a aLy �••r1 W w ~ °° L r) F-O N SOU) U (� 0 zoo O z U LL �ZLL �z � 0U 10 m z a z w WT_ J O O Q LAST PLOT DATE . December 14, 2022 Z 0 MONO FOUNDATION PLAN A 7 5/8' 2x8 HEADER SEE Q/S, (4 12" D SH- wC? CO w P: TIE BE/ 30'-0" OVERALL 8'-5 5/8" 00 12'-6 3/8" 9'-0" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT 3 1/2" HOLD DOWN- 2' 0" SH 25 HB HD AT 6'-8" ° i 00 EGRESS 5068 SGD BEDROOM #2 10'-0" X 12'-4" GREAT ROOM 8'-8" CLG 12-7 X 15-11 00 8'-8" CLG o - 00 b � i CV 10" r 5'-0" 6'-10 1/2" 16-0 1 /4" 6" WALL �3) STUD (2) 2068 BF OLUMN BELOW 2" d'T-7" 9'-2 1/4" 11 12'-10 5/8" 2X4 KNEE WALL, TOP AT 34 1/2" �w KITCHEN II II 12'-7" X 7'-0" °O 8'-8" CLGUj � BATH M U) O _ DINING ROOM 8'-8" CLG (0 Y a o II N 15 -11 X 17 -9 (0 z GO O II II 8 -8 CLG TP O II II CD RANGE ii 00 PTS �O W/ HOOD II II III II III II M II IL—� —ILL iv V 3" 7� _ N 2'-3 1/2" WALL " o r 5'-3 3/4" `L 8'-8 1/2" 2'-3 7/8" 10 1 6-3 1/2" PANTRY iv PLUMBING u, REF STACK 6'-7" , WALL B.U.C. r (4) 16" f IT n 41�PROTECTIVE BOLLARD TWO CAR GARAGE 18'-9" X 20'-0" N 4" INSULATE BRG WALL (3) STUD COLUMN BELOW 20 MIN FIRE RATED DOOR W/ WEATHER STRIP- (2) 2x8 HEADER SEE Q/S4 4" INSULATED BRG WALL � OPEN POSTION — — — — — — — — — —I � I � I I I TIE BEAM TIE BEAM AT 8'-8" AT 8'-E" 16070 - — — — — — — — — — — — — — — — J LINE OF STRUCTURE 16" X 16" X 20" ABOVE A.F.F. CMU BASE W/ (4) #5 VERT. TYP OF (2) v M N a0 FOYER 8'-8" CLG w r` r 00 O M G Oo A 0o ih L '0UI ti 7 5/8" T-4 1/2" 2668 N L 7�. 3 1 /2" SH 1/2 34' 11 (0 DAT64" i M T MP.GLA�S ENTRY III 16-0" -4 1 5'-8" 2'-4 1'4' 18'-8" 1 '-4" 10'-0" 30'-0" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END—) FIRST FLOOR PLAN - ELEVATION A 1/4 If = 1 '-0" 7 5/8" 00 N � �Q 0 �0 N J J - < a L0 > O 0 N N 00 W m� W �Q TIE BEAM AT 8'-8" \�__(2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST —6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC 30'-0" 2'-10" 24'-4" 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. SH 25 2ND FLOOR SH 25 D AT 7'-3" WINDOWS _ HD AT 7'-3" EGRESS d EGRESS Ln I I 4„ 13'-0" '-3 3/4" '-3 3/4" 1 V-8 1/2" 4" 19 mV rn u-00 c 1 m CD co BEDROOM #3 BEDROOM #4 - 10-3 X 11 -8 12'-9" X 11'-11" �' 8'-0" CLG 0 8'-0" CLG r r � r- r CV DO r 11 1/2" 13'-0" 3'-8" 5'-7 1/2" 6'-1 " 2668 N 2668 o (0 L-P r 1 cv �6, c�6 TP _ e� ��' 00 _ #2 CLG`"W.I.C. " WALL ;BATH I T10. N to N r — BEDROOM #5 R & S Q r \ W D r 11'-7" X 9'-10" "' HANSEN VENT `"? U) 8'-0" CLG 12" DP 4 S � () r' BOX C\I W p LU _ r'56 r22"x36" 0� = 6cP _ N Cl) AATTIC ti� LAUNDRY ACCESS 0 2 66d' M v v LOFT N" r �g 10'-1" X 15'-5" 8'-0" CLG o 00 2 Q r 10'-3 1/2" 3'-8" L IT-4" 4'-8 1/2" L 7'-4" 36" LOW 1 r BEDROOM #F WALL A3 c' 11'-4" X 1 V-0" o r DRAIN `' 8'-0" CLG u- _ )N N W N SHOWER =< Q O . o U) 1 r 1 HEAD & ---- VALVE 1 rr o W q N 06 (° 16 - 3 N ---- 1Ise A3 N 14 ZVOOV ti�6� M 13 4,. 1 V-8" 1'-8" 4'-2 1/2" Lk 1 3'-11" 1 N lot of z r 2'-1 3/8" a 10 --- --- 9 71 8 8" EXT 6" WALL 7 7 FRAME WALL o N� 0. BATHQCC �w 6 8'-0 CLG O; 5 OWNERS SUITE ---- C - 17'-0" X 13'-0" 4 T r Oil r 8'-0CLG i W.I.C. 3 --- ` - 36" H. `" `Oobd, r Q CONT Qc n RAILING O I i TP M (2)2X6 HEADER _ ( C/) U SEE M/S6 -TYP. 2ND FLOO SH 1/2 34 8" EXT WINDOWSR HD AT 7-3 FRAME WALL BUC W/ (2) 2-PLY BUC W/ (2) 002-PLY �'' 00 MSTA36 STRAPS MSTA36 STRAPS �n TO FLOOR TO FLOOR TRUSS BELOW TRUSS BELOW SH 1/2 34 AT 18'-0" SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" EGRESS 6'-10" 6'-10" 13'-8" CANTILEVER r7 u H 1 ! -.S T-2" T-2" 2'-8" 7'_4" 64" 10'-0" 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /4" = 1 '-0" 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. 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.)* = 42" A.F.F. OR U.N.O. 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. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO 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 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 1110 SECOND FLOOR LIVING 1470 TOTAL LIVING SQ FT 2580 ENTRY 60 GARAGE 403 TOTAL SQ FT 3043 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) MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 .33.9 \ N N 0 - �v co F•, jg a < Z " W p �. «k W 0 z a 0 0 _W L 0 cod N v) � M U d (C)") o rn �� 0 IL o Q 22 t U 6 LLJ 1` o 7C) v �a V, LU W 0 LLI LU U) w 0 I— uj Lu F-Q O� �J 0�~Z� zW �- O V<� ooJo 0JLw°z2°~L C1W�W�OwO�mo=zzOZ zO��pF_<uL i<WY OIL LL 0 00 oQof ,La I—aw i� O Z C4 0W >_ (n 0 M r- J LO � U) LL_ ()� IZ _e) >- O Q Q Z C) �— 3: LUz W ,J O O I I I O o N 0 N 0 N 0 N 0 N QD ti r M M r C) 00 C) C CDO O cc,:) cc,) z O W 0 N LO > o r 0 N CI) 0 � o � I I M� }~ zz W ¢w O+�-+ W 00Oo O V L)jUcn Lo^ i� G Z)zj_ Oro Z a �a W 3: Q m r-W F-2 ^' l V O �O� W F-0 0zo�o O Z 1 V aZLL W mz Q F- U � O z z z WV1_ o 0 LAST PLOT DATE • . December 14, 2022 z 1ST & 2ND FLOOR PLAN A 36" LOW RAILING ON OPPOSITE WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ENGINEER \ SEE SHEET ST TRUSSES \ \ FOR STAIR DETAILS 1/2" DRYWALL 1" \ 42" H. SLOPED 1. 10,, CNOSING LOW WALL c0 r rn ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /2" = 1'-011 SEE SHEET ST I HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 i. 10" LL1" NOSING rn RISERS CUT FROM 1x MATERIAL TREADS CUT FROM Z-2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" 2 — — A3 `%,-- --'.1 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS — LANDING d .a.' a' Q .. n d , X STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT, FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND () 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. w 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. SEE PLAN MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 3 _ N N O N e N LO O 00 Uj E p w 0 z a n` W L N E W > O N o c d j co *. V) w (� V D MO W i L W 290 ` 0 rnrn� O � Q • 0 N L1J Q N C nN` W L Q E� E CL W U W �LI uj W Q� E-LU ~ C Wq zo �02 WO? O Q �LLUO� CyOJY�0z20QQOO Z�WW WWn�Oao�J0_o--UW7nzLUoU LLJ <W2¢ oO D oQe LL Q o a W f- >f 0 Z N OW VJ ��/� Q � 0 Q � CIO � U) ti F—W�M cr 0- 'r-- Z V W W J 0 O CD o I� 0 N r 0 N M 0 N M 0 N r C)N W 0) \ O N N O N O 0 CDr o o ' z O NW o 0 00 0 LO r N. CO. 4 In i 00 �^ Z� v♦ az O w �--+ O W U z z U V 0LO ow- Z OF-0 a�a Lu ;-> Q cwp=W F-2 �o N ZZO= W�� O LL Z Z az a I�L� F- OU O z A3z a Z w C) W o O LAST PLOT DATE z - J STAIR DETAILS 0 N L0 v M LL LL o SIMPSON HTT4 FROM TRUSS TO BLOCK L SS 30'-0" TRUSSES SET �GABLE N BLOCK BEAT ING) FTF2 FLOOR FRAMING PLAN (ELEV A 1 /4„ = 1'-011 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ NITS 16'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 CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES SHINGLE ROOF 12 512 HEEL= 4-1/16" Z�� 01 _ PLUMB CUT MAR 2 5 2023 13'-8" 6-4" 10'-01. 30'-0" 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR Virtual Review Assist, Inc. _17M WALL HT. BASED 4 Plans Review completed and approved ON 9'-4" A.F.F. S5 for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 j ROOF FRAMING PLAN (ELEV A 1 /411 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 AHU ABOVE �4 22"xW" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION CJ5 o ZCJ31'CJ all V-0 5/16"-r� I T-O" 1. T-O" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING SHINGLE ROOF (2) 16D COMMON NAILS OR O.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 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. All hangers to be Simpson HTU25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation "2 4) permanent X-bracing should be placed at a V? 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 SCSI-81 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# 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 SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 4r OAD DESCRIPTION INIT. DATE 01 f NEW MODEL SLC 06/11/15 01 LC8 RDP 11/05/15 01 REV LOAD FOR ACCTG HMT 4/13116 RC01 UPDATED RE'S ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDED EXTRA VERT ON FLR TRUSSES @EXTERIOR WALLS ARZ 10/19/18 RF01 Rev hangers,drop FG's 114',rv'd cant@garage rdg 9124/19 RG01 REVISEDLOADING ON FTG5 ARZ 12/17/1 D�;;;�CARPENTER -� CONTRACTORS 0 E AMERICA 3900 A WINTER HAVEN FLORIDA 33880 PHONE: ( 800) 959-8806 FAXI (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/A ALT DESC: OTC LOT BLOCK DESIGNER PAGE SLC DATE 06/11 15 LAN# SCALE N317638L 1 4 11=1' ATTENTION! DON'T LIFT SINGLE TRUSSES \MTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30'Sp-.,1 ss 30 to Spreads Be" 11 degrees less I_ 1/2 Ilea r—epan epprox. Ta line r spen ap REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. i N T ;: N er N dd t CSC Ln O CIO t .,. { .fie° z LU O w z Cnnr N LO ,0 _W L o u M CO00 d N " N V _0-o- 2 /- E .L M Oo 2 0 U � 0 a a ON o E "2 .9) 7N V a a W Lu �~ � XLij < zT_ W Of p_ LLOp W�c�-a10 JO O ,2Q am§6LL0000z zzLL� M8Y❑pW0Xd Z Z7 CL < 2 2 LIJ Q 0 LLJ I_ 0 Q Q a Q O LL. LL- � II CD O zLU OI_ ( 5 r,- o _ O M Q W M r- LL U) � FF_ W cyi_ Z U z 3: LU LU _� O I r r I I I r r I I I r r I I O O N O N O N N N O N O Q N O N O N O N ao C O N a O O o O o 1 0 o NW L0 LO > o O N fM O V O Ln I I 1 � } zZ v, QZ 0 zW ate-+ O o oo0 W (� U (n LO O 0z> 0 �0 Q ' Z a�a QT--I F- w Q � = W r L F—�2 N O zOm: LU ~Z) .. C0 Z> O z0f0 Z U gZU_ az pU _o W z z z LU J O O LAST PLOT DATE . December 14, 2022 O Z0 J FRAMING PLANS A -r— — n " 04 2 LBS. EPS FOAM 1 1/2" 1'-011 fV q 2 LBS. EPS o FOAM 04 6 B�RAC DETAIL _ -n r� u NJ 2 LBS. EPS FOAM 0 CN 'v Nt 4" 4" 4" 4" 1 " T-4" CN ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL llglv ROOF FINISH PER ELEVATION ROOF SHEATHING 12 MANUFACTURED 15 ROOFTRUSS MTL DRIP EDGE ro 2X4 SUB -FASCIA ALUMINUM WRAP V-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL )FFIT DETAIL 2" yC 7"X1" THICK SMOOTH STUCCO BAND ti 4"X1"THICK SMOOTH 4° STUCCO BAND 10 GARAGE DETAIL 3/4 — 11-011 T__r1_1 _T_ -I ----12" X 1 1/4" THICK SMOOTH STUCCO BAND M 1 8„ 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 11 0 1 4" SMOOTH STUCCO FINISH 'v 6" SMOOTH STUCCO OVER CMU 2' 2" °7 5/8" SMOOTH STUCCO OVER CMU ELEV AT O'-O" FIRST FLOOR FF 5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 4" V-0" 2"X2" THICK PAINTED RAISED TRIM BAND N 6"X1" THICK PAINTED FD RAISED TRIM BAND _ 5/8" STUCCO OVER C� CMU _ 1 ZIP N 12 I _.1 � L_ L. 13 _17d" = � ,_V,: ELEV AT 0'-0" FIRST FLOOF ASSUM D fi 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND SHINGLE ROOF 7 6A5: A5 IN. ILI on MEN won MEN • • 0011111 MENI all _ ■■■ 1 /411 — 1'-011 SHINGLE ROOF INININININININ Mimi 4' OFF RIDGE VENT 12 15 Ch F_ ■i■Sri■uir��Inr�•um�Ir�ri•mruumru.n�i■�ri•iurnmr�•u.ri�u.. �, � 7/8" STUCCO OVER * z I-- � _j = C.J. �, '� ELEV AT 10'-0" _ FRAME C? U) W L 2ND FLOOR FF Ss FLASHING _ - - - - - ELEV AT 8'-8" _ "ll fill II flioMID-WALL _ T.O.M. A/C UNIT AND PAD WEEP SCREED TYP. 60 r` 1 * 5/8" STUCCO ON CMU ELEV AT 0'-0" 1 ST FLOOR FF REAR ELEVATION A 1 /8If = 1'-011 12 15 _ - ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME 5 CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" � 2ND FLOOR FF ELEV AT 8'-8" T.O. M. I SHINGLE ROOF I I I I 11 I I A5 ELEV AT 0'-0" 1 ST FLOOR FF 4' OFF RIDGE VENT 8 SHINGLE �5 A5 16'-4" 6'-0" 9'-8" ROOF w a O _ ELEV AT 18'-0" 0 1'-0" � 77 T.O.P. 0 CASING `.4 BEADS 12 7/8" STUCCO WEEPS C.J. `' C.J. J = C.J. ELEV AT 10'-0" OVER 4 (— OVER ti 0 U) w 2ND FLOOR FF w FLASHING FRAME iv = -- - - - - - - - - - - O55� 12 ELEV AT 8'-8" T.O.M. MID -WALL " 2'-0„ C UNIT VENT RIDGE WEEP STUCCO AND PAD T-0" SCREED co ON CMU TYP. zo ELEV AT 0'-0" 1 ST FLOOR FF W W 3 RIGHT ELEVATION'A ' � U_ -0�1/8= 1F- SOW OW SLR 5:12 > 5:12 4' OFF RIDGE VENT 12 8 SHINGLE _Oerm 15 A5 ROOF _ - ELEV AT 18'-0" T.O.P. 7/8" STUCCO C.J. C.J. _j = J. ELEV AT 10'-0"' OVER w * - 2ND FLOOR FF w FRAME iv -= 3 0 0- -12 ELEV AT 8 -8 -J 77 77 DRIP "V" T.O.M. MID -WALL WEEP SCREED TYP. SCREED w 2'-0" 5/8" 0 N STUCCO -J 77 19 ON CMU-� LOPE SLR _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-01, 1�2 5:12 1 ST FLOOR FF SLO 5:12 CLEFT ELEVATION A PROOF PLAN A 1 /8" = 1'-0" 1 /8" = 1'-0" W 0- 0 J co FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4DRAWINGS.. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) MAR 2 V_ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT =1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE B LANCE 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 N N O N N ft Q o 00 i4 LO f( z ILLJ a O W z SIN a) � ='0o _W \J' L u � zo- 2 N co 2 M U 0QQ -0m u a E r o 2 00 2 co, 0 U_ a Q a •^�, U O � LU QN W L CD �� °• W w�W_ W U-3 W�w �0_O a ¢�m�cXJu)0�10fW00' °Z�2°pzQoZ¢ OnogOZ'OWR000nWimzCL W U �OZU�a(Y <L�WOj Z ¢ Q D_'O Q ¢ LL O W P � Y z oQ o 0 0¢ ¢X �W >t 0 z W O D5ti F_ M 0 Q W M cn L' r. co z V W W J O A 0 t� I I 1 I I I I I I I I I 0 00000 N N N N N f- M M � C)C) 0 C) C) O r- N o N o 1 I 1 ' z NW Lo > p C)C)O N M d O e i zr W Qz w CDz Ch -1—i -� W OWO �zj O rLo.0 Oo Z 0- �--I Q = m=w Ln (D I-F� (V O znm W i' QF-� ■ ■ O 2;�2 >_ C)U Q gW& w� z az �z z < =2 U 0 0 z z z W W J r` o C) LAST PLOT DATE . . December 14, 2022 4-a O EXTERIOR _■.I ELEVATIONS & ROOF PLAN A ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /4„ = 1'-0„ A/C DISCONNECT WP GFI 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 ♦ #15 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 200 AMP #10-2 copper to WH #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 Li 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS MAR 2 5 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 ° 4 1/2" DOORJAMB DUPLEX OUTLET co TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S SMOKE DETECTOR V-0" 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 4 FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6 SWITCH AT 36" -6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER --o 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 TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos COMBINATION DETECTOR C SMOKE DETECTOR cU-18m UNDER CABINET 18" cS-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F724:R 24" VANITY LIGHTING F;FF36:FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER E3 CHIMES (DELETE W/ INTERCOM) MEKF MASTER STATION -M&:l ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER OT THERMOSTAT EM 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. > 0 W L � U 00 ai �• N M t N - CIO � co '0' :D 2 o 0 U-0 0 a U < MC •nV) w QN = W L p L' a W Ld Qw ~W �F-� zH o �2 �L)LJC XLL6oDO zw_0z20 CWHOowoomzWWzOZa a zF-Q pzwO FW W J�wQ0wOw0CLZQ 0 LL Ow LU oW o D ) o a a wa o F-aw O O Z N O� C!) ti z M O Q U) M U) U) LLz ti < W I—WQa.M >- Q 00 Q z0 W J O O I I I I I I I I I I I CDN O O O N O N N O N N N co f� O � W M � O M N 'DCDW Z CD � O O O W N > a o N 0 CO' 0 o L6 I l 00 z�- v, Q z w O +� O W v 000 L)0U) Lo O Z)zj o�� Z airy Q' i— Q /�1 � y W r L (� ��� N zoo (.0 0 zIX0 O U aZ� z Tz Q �� � OU O� z z z z W W CD fl- It— 0 o LAST PLOT DATE . . December 14, 2022 z O 1 ST FLOOR ELECTRICAL PLAN -I - � -- I I - III T_ I I I i II f - _F__ -_T_F___ .I -T1- 6'-5" 61 BEDROOM #4 I BEDROOM #5 5'-10" 1 V BEDROOM #6 6'-7" OWNERS BEDROOM 19 F_ SS EO 5'-11 " h EDRO M 0 #3 Iti cs L— �J \ LIGHT AND SWITCH IN TTIC 008 T-9" GFI LAUNDRY 77 LOFT F V-7„ / cSii -- — _.�' OWNERS BATHROOM TO 1ST FLR ELEC SECOND FLOOR ELECTRICAL PLAN (ELEVATIONS A & B' 1 /4" = 1'-0„ ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 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. MAR 2 5 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—° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S SMOKE DETECTOR V-0" 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 �F TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -69- SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" --� PUSH-BUTTON DOORBELL H L CLG MNT LT FIXTURE {} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE {- WALL MNT FIXTURE NOTE: C 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 41 50W PAR30 NFL 6'" WHITE BAFFLE C USED IFAPPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH ss COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING F;;;: 36 :;;R 36" VANITY LIGHTING �48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) IMEEF MASTER STATION ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. to N LO U co N ai nowNam( U W 2u P A' o 2 Oo 2 o O � o R Q •nNl W QC�r 00 E " W }i V a a LU W LLI Uj W O �- �-Q 0 xj,z� z OU F Z �O¢3CJr�Oz200Q_�xz aU)0z0R00 nZW v � nWWWd'Q� J <WzOILOQ0<Mz2 Qgf-�_ 2W2) U_ OW OW D. OQa� Q O W tL o Z N OW F— Q M O Q M IL r-) �wLLz < W U? F- W a M_ Q 00 Q Z U F- W W J O O t� I I I O o 0 0 0 N fZ N 0 N M N M N r 0 rn o a N I I O z 0 0 o o I I O w O N L? Lo qq O O O O z ~ vV Qz O zW 0) -F--+ O W U 0 O O_ LLJ () V U5 O :Dzj OF-C Z a Q�--I W - Q F-�w N 0 SOW ■ ■� W <t::) Q Ozof° OU wLL z az �z Q F� � OU MMO W z A6.2 � z z z W UjV_J 0 o LAST PLOT DATE • December 14, 2022 z O 2ND FLOOR ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, PCQ-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 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1.6 OR 7, 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET 914 MM OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITHSECTION R308.4.3. ( ) CO 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18INCHES (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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN REQUIREMENTS: SI C OVER C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 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 T BE IN ACCORDANCE G 0 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" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 - C ncrete overpo4r and mortar along the foundation perimeter must be removed beofore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N 00 .. s t Yi- ,3.; . { C Q 4. W LU IX 0 Z Q N (1) LO� n, > C N 0 _W L .-O o U 0 m 7 N N M _� ♦� (n V 0- `u a M } Oo o 8 �o o Q Q) Q _ U O 7, W L 0Cl) O 7C)0 �0a� LU W UL W 0 L11 b) W p � uj �Q � LY¢�Z� Z [YOj��QO¢tYaLLU000 Q Q U �OOJaZ,LL9Z20OH< � [- O C1W�WOZOWO�mZ= U rn LL to W W � Q U) Z a<Q>pWQozWZOuj()pa �I-� two� 11. 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VERT INTO STUDS I +,i�itOTED METAL LATH ATTACHMENT DET�LI REV.09.24.21 SCALE: A" V-CI' `DETAIL E CEECS THE REQUIREMENTS IFOR FECR 703,,,7,1 L,kTIH'l 'ONLY APPLIES 70 LENNIAR TPAiLL 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 AM11111 STUB -OUT FOR ' GAS METER 0 0 fV H C G C C C IV a _ 1'-01, o O tJ- 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. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (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. T-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w++ 15/32" CDX a PLYWOOD OR c7 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS 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. + + t t + t + t + + + + t + + + + t + t + t + t + + + t + 4'-0" + 4'-0" + + + + +++ +++ ++ +++ +++++++++ + Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1,8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) k Filler blocking k 1/8" gap ° k } 1`i FILL CELL- r- STD. 90° HOOK BOND BEAM LU .. .. STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR DOC #5 CONT. .I .... I. ......... .......... FROM ON TOUHI HIGHEST — — — — BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 118" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite Hangers with side nailing. OF TKE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pit 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 O KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q/ 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) 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.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CD co ffA 6" A 1%" ROUND HOLE MAY 6" 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%" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-81 2-81 11-7/8" 2-8d 3-8d 14" 2-8d 5- BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d _ 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11- ! " 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 1.C; TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION L Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. \Install tight to.top flange. A \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' 0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL d .1 ° I I, 1 I 1= I4611 °: 11° d:° 11=111=11 �' ' .111= I I ' -II1—I_ ° I —III —_III- 00 III—FINI I GRADE — -III i i I I —III —III —III —III— I I —III— T . — — — — — ) —III—III—III—III—III ITI=1 I I III —I � I —IT III—III—� j I- � SLEEVE THRU STEM SEE PLAN FOR °• a . • a . < • ° FOUNDATION INFO ' d STEM FOUNDATION GRADE REINF. SEE PLAN Q �E —a X si fVL1 LrNAOL 4 rvi- SLEEVE THRU FOOTING MONO FOUNDATION �--- 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 i -- - - - - - - - - - - - - r---------- 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 TYP. FND. PENETRATIONS ° F�_ . d SCALE: N.T.S. I11=1I1=1I1=11 ` ' 15111=111 4 �—Ill—_I I I- ' MAR 2 202 mod- - - - ,- - , 1 SEE FND. PLN. SIZE & REINF. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N 'a -'S..R N LO f <. a�t 4"jL o 00 LO �., s`. f ' T � wI.k r C a}:, and Q �` o- �sLU g cC G p 0 w p z a in 0 o N o W L Q u m �' coC,cy) N co *� "�- cn V = O m u a 0 i O rc� •� � L.L o B Q v-,s �6° •Lnn, u w QN W L 0o 70 � ° a Ur LU LLI Uj W Q F- W" W J w m� 0 W:)_ LL _ a H JU)O?:o_WU_0 JO Q o F- Z) O z C1u)EWOZ0W0�[oZ��U cn a cn w w z � ¢ >- -~< LuY< LuZOQ �pIL U) LL 0 Z 0 a W o 0 o Q Q L_ O O Z W O� U) ti p1=coo Q U) CO LL I-ry0-lq M it o- 2 � v< z>- LUz� w J O O CD I- C) o N 0 N 0 N N O N O N O N O N O o o N o I I I z O INW W o 0 o 0 I I I LON LO co d i 00 z l— U az CDzw �--+ -I--A O ll_l U z 0 _O UV� ^ s1 Lo O 0Zj Off❑ a Tq �- fr Ln LU r coLU `� ~OH02 [V zo= Ill � � 2 . Q 0 Ow U J�o Z �z J O� 0 � W rY z Q z LU W � 0 O LAST PLOT DATE .. z 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 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING W;:l2" N. 0. 2x SUB FASCIA BOARD PER CODE (OR 5/8" SEE SOFFIT GYP. TYPE "X" @ GARAGE 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 MIN MIN. 2500 PSI CONC. SLAB W MIN PSI MAY VARY PER a 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 00 Z M _=III-III=1 I I D 00 6 MIL VAPOR LI U D =1 I= = z BARRIER (IIII A llII COMP. SOIL. IIII 4 I I1= N (COMPACTED TO 95% —I I I I =1 I=1 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III -III -I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 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 III -III_ 4„ I�, a. 50 SEE A/S3 OR J/S6 -,`_ I I I I I 111111 IIII, , , 11111111-1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1A" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) WWF OR FIBERMESH ° p a -I I —III —III —I m a ° • I I —III —III 1-111-111-11 F =1 II -ll=III—I 1= 'L;, r=-IIII IIIII I� I '/`�`� �1111111�11111�1111-11 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. Y-0" OIL A.F.F. .d . e a °n a e ° 1/2"e ELEV03a 4a e oA.F.F.4' Te Xw e a a e o d e o 0 N e ' e v d: e a GARAGE DEPTH VARIES d ,e e. o a GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 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 _ TYP. 04 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL R. Z a � FOOTING MONO SHOWN00 FOR CLARITY ° °I>� 1=1I1=1I1=1I1=1I1=1I1=__I ° ° III—III—III—III—III=III Z D° I —III —III —III —I 11-1 I I —I I� NOTE: *FOR BEARING WALL W/ UPLIFT ONLY II II I ILI II I II II I II II 11 II 1-1 r I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 1— -I 1►-1 I I —I � 1=1 � 1=1 I I —I � I —I � 1=1 � 1=1 11-1 11=1 � 1=1 11=1 � 1=1 11-1 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° e ° ° a GRADE 71, 00 I I -I I -I— I I— I— — _— I • —III—III—III—III—I r _ _-(1) #5 REBAR w/ OPT. -1 I III I I=1 11=1 I I I III IIII III I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 t'7 • e .. `4 �• -11 � III —I I 'd •..:a '' -III—III I' I ITI 1111 •• � � ... 1 I'I�111 I a.•:� II BLOCK WALL BEYOND O.H.D. RECESS li 60 SEEA/S30RJ/S6-'--1j�1111111111�1, 111I11�1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" 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. D D oo 'ITi-1I'1=fTl- D a ° 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 &x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 3 1 /2"(min.) - 4" T44 -III III -I I I- -III —I I —III. =III=III(2)#SCOIII=„IIII 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 S� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ��tios�v- NAILED W/ 8d COMMON NAILS @ 4" O/C ens' BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY AGO �NUo s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FORADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2" x PLATEFROM PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D GRADE 40 MIN. Fp 40ksi a [y #3 & #4 LAP SPLICE GRADE 60 MIN. F - 60ksi] _ CC,)— — — A ° ° FINISH GRADE O0 2 25" MIN. LAP [30" MIN. LAP] ¢ —III—III—III p =1 —111=1 —III - 1=1 1=1 I I =� 6 MIL VAPOR BARRIER -1 I III D ° I I=I 1 1=1 I =1 °O n ' ° 11-1 I 11 A. ' III—III=1 I I #5 REINFORCING BAR R 1 7/8 III D : I—I11=III—III—I 1= r #5 LAP SPLICE I I I I 11-1 . III —I 11=1 11=1 COMP. SOIL. (COMPACTED TO I I II I ° 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM 1 �- I I=1 1=1 11=1 =1 11=1 1=1 I 111 10" D1557) -III „I I II = II I II � II I II II I II I II I JELI I-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. 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/ 2-0/16" 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 I WWF OR FIBERMESH 00 1(3 1/2"(min.) —III—I I=I �'- '' =II I �I I I I III=1 11=1 11=1 I I III —III '' (2) #5 CONT. 11 14"1 I -_,I 111�1 Ill IIJ1 II 18� 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=T-0" P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 2:. 1/2" FROM SLAB Ol '_ " CONT. BEAD SEALANT e a. a Q INTERIOR :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE' 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB _ _ N I1=11— 1I— I 1=1 M 6 MIL VAPOR BARRIER ' ;III=1 I �—I I —III=11I 11111111111;1111111 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. X CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w Q SCHEDULE � w SEE PLAN FOR STRUCTURAL g LLI COLUMN SIZE AND BASE o Uj CONNECTION INFO. 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 :o O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 I SIZE AND REINFORCEMENT) WWF OR FIBERMESH C., ° a BRICK PAVERS or AB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS K S3 AMON TAPERED COLUMN FRAMING Virtual Review Assist, Inc. Plans Review completed and ,p for compliance with the 2020 FBC 7th Edition Debraby 1[ (2) #5 CONT, =1 I jI ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 c WWF OR FIBERMESH �, E p D. ° II —III —III —III- 1.1 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR vAKltS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ^M a — o. 00 11 r� r N 1;,,11 III III„II II (IIII . `'' 'E a _ M 'I� II a ,d—I�IIII SEEA/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8 MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRAD - - d ' e d. LU e. I-1 I f-1 11=1 11=1' z=—I I —I w 0 0 I I III I II I11 o� . I I=1I 1=1 11-, _ Z Q IM UL In I f=1 =1 1=1 I I=1 1=1 I=Z I I =1 11=1 I FOOTING -III III —I 11=1 I I —III —III IT_I-1 I I —I 11- U II,;1111111�11111�1jj11�1 ,�1-III,=III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N O N cli w- fi - Ln LO y00 W VA. k�' .miss w w o z Q nN LO W L U Cy) cq N 0 4--j Ln A� 'L L co) 2 O �} o o v •N .i• w p� N QcO ■ EN L0 CO 7U C) __ a 0 LLJ W U� W 0 LIJ C W O 1- LU F-LU Q � _j 0 a< zof X�-_jU)011��=wu_UO2_O Q Q �- =OOJZW" 0Z�0pHQQ z F- O O Ocn0f§Oz0R00mz 0 (n�CL W W ���Q�Q.-1 0 Z ¢�¢aWQ�Zwz��vna W ��- �111Z� Q U- O 0 D 0 Q Q La O Qu s1 O O N z 0�_ U n ti E� M O Q w M W < Lq QUQoo Z � W � W J 00 CD d' I I I O o N 0 N 0 N 0 N I,-- O \ cM \ M N O C) O O O O T N O 1 1 It 1 z O NW o 0 O O I I I Lo' n LT > a•- N M 4 QO Z Z Qz O zw ---+ 4_j W 0 o 0 O U Lo O �z> 0 LU z < = WLU¢ ~ Ln (j E- F-2 (V Zo= LLI C0 0 Z=U O U dzLL z U z Q F_ � OU CL MM0 W Z Z z LLI r 0 LAST PLOT DATE o z 0 STRUCTURAL DETAILS - MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN L N (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 (TYP) _\ SEE ELEV. I � SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / ■ol -! ■''��IlI li �■It NOTES: O 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. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J cc Uj 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a. 4 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. 12 (TYP.) SEE ELEV. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ LE SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ ❑ ❑ FULL Sx8x16 BLOCK SIMPSON SP2 w/ (12) 10d WALL NAILS AT EACH STUD \/LV CL \ DOOR OPENING DOOR OPENING DOOR OPENING —� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ Fill BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 WALL ❑ ❑ ❑ O/C FIELD ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2' COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD L MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S.' CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6 P. J-BOLT TRACK BRACKET PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON fOP PSPN516Z w/ (12) 16d NAILS ' TOP 2 ROWS 10d @ 3" O.C. (14 aARAGE SPLICE NAILS TOTAL) EA, SIDE OF 100R 48„SPLICE STAGGERED vvvn i nn�"r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 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' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B11 SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. N y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P A. SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 4° a . 10d @ 8" O/C ATTACH ALL -' \ EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C P.T. .ATE SIMPSON SP4 SP2 SIMPSON FF SIMPSON SP1 SIMPSON SP4 101 ST J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 ° Q a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U �z< 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR7\ PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE _5/8"x10" "J" BOLT @ 24" O.C. MAX. D C (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED rA i cTenr_Gocr) a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. S4 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O ` x r N a € e� 00 LO ' a }b �i z w mad O ` - 0 w 0 z > W 0 o U j 0 c0CY) m y COr VI -0-_ f 2 C-,E n�/' W Z O C: O 2 0 o i U d� W QN C •nVnl) V L 0O E= 2 g 7W V Li Uj Uj W W 2 O DJ ,� � O�JWZQ� �M �aU U).O 3u8Qzttu-0z22C,-QQ Z) H oWCL wwoz000mzjOZ FW W w J J<OWQZW0 Z0v ��� 9w❑ Q LL OW oW o D o¢z ¢ o U_Q O O zw O� O z 0 M O QCnM LO 0 ILL 2 (f) Lo M T_ Z V Wz�: LU O O Mj co I I I I I I O 0 0 0 0 N \ N N O r r N C)C) C) C C)r O N C) ' Z O Nw o 0 C)O V/ > r N M 4 1 ' COV! >_ Z QZ C)Zw f+ �'' O W C) W O O VUU) ~ O 0 Z O -Q a�a qr� Q �--� = w = Q Ln co Lid (j (V W 0--,0 W D_ CD ■ ■ Q Q zUj0 C:)U � zzLL �Z O 0 F. z z z z w W� o LAST PLOT DATE O z 0 STRUCTURAL DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-7 IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9 SEE SCHEDULE - [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 NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE �° 8'-0" 0/C. WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT wI (3) 10d & SILL (2)1Od TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END07 '� BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 1 Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD 7 w/ 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE ) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 � DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 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 @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SIMPSON META12 w! (7) NOTE: IF EMBEDDED 1Odx1 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 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 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 REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 11 (2) 16d NAILS `° oo co 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OFL5 1 2" RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS `7�111� NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0!C w/ (Z) 16d - (D = 0.207", L = 4 1/2") OR EQUAL • TOENAILS @ EA. END NOTES: TRUSSES FROM EA. 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 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 FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 � DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 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 @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SIMPSON META12 w! (7) NOTE: IF EMBEDDED 1Odx1 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 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 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 REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N N X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 11 (2) 16d NAILS `° oo co 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OFL5 1 2" RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS `7�111� NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0!C w/ (Z) 16d - (D = 0.207", L = 4 1/2") OR EQUAL • TOENAILS @ EA. END NOTES: TRUSSES FROM EA. 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 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 FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EH. @6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL T BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION rT SCALE: N.T.S. S5 MAX, 9" UNSUPPORTED, 8d @ 6"O/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 HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION AS SHOWN FOR 3- OF THE LAST LAMINATION (SPACE IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z W BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING v 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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/ 1Od 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 r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-U" MAX 20'-U" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d W LU 0 `zr o , 0 - z o W W - m 0 0 o ' 0 LU ---- k — — — — Q >�^ ----o o T cC C NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MAR 2 5 2023 Virtual Review Assist, Inc. PlansReview completed and approve for compliance with the 2020 F0C 7th Edition by Debra Anne Klahr PX2300 j k� I N O N d' N LO -� L0 C VNI1,111,11, x ",: ;' w z a 0 W 0 L0 '0 W L -= o q _n 0 M \J1 m I � N M (n _ ao U V 00 2 a rn 0U-o o Q �N .= w O� N � Q� - o E" 2 a LU 0 Lli ❑ui C w0� �Q Ofg zO z E��_a0¢�aLLU00�0 Q V Q I— ¢Cyx-CO0 � m2❑�-¢~ �cn�§Ozowoomzz U cnwaWinw�IWV5W�¢❑ � Q z QF¢OwQaZwLL zOW�oa �E-� gWz a LL OW 0� 0 a pQ a LL ¢ 0 H ¢ , O Z W O� U) O 0 en M O LO Q W LL � Q I— 11 (L M z0 W W J� O J d' t� { { { { { { { { { { { { 0 a000 N N N N ti M M O O O O { �{ { Z O N U o O'R o { { { t^ L / U > N �O IT { { { /'� Z Z �/J QZ W O Z �--� W v 0 O 0 0 00U) 0 Z)z5; OLU- O{-� zLU W' L ) LU LLI fV ZOM . Q 0 ZWO z az �z r Q Imo- U .� O O o- Z z z w Uj J P 0 LAST PLOT DATE O Z O STRUCTURAL DETAILS �- -—tc-��--n--n—, -- --- - - r -_ — --- --- --- --- - - - - -- - --- -_ -.. -- ----- - I--; -_T 3i-- rr1'r1_FIT ..__.I I ] - IF (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATION-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" C.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Uj FOR MORE INFO W Lu 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY C N�. .� � .4 a ,• ...a . G• n . M �-_ _ ° III = I C I I I I II 1-I I=III-I I III 4. 6x6 w1.4xw1.4 I I -III -III -III -I I I I ° 4 =. "1III11I=III I I I WWF OR FIBERMESH -T I I —I I—III=I I —_I I I —I I I( 4 ° -II=� I I III 4 STD. 9011OOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 4"x4" INSPECTION PORT AT CL EACH FILL CELL TYPICAL w o_ AT GARAGE CONTRACTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE ZINISH GRADE00 (3) # 5 REBAR ON Y CHAIR - I I ! ,III, ,III I I r 11� STD. 90(SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'4" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUDS 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 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'I 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" 0/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 PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRU ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8) 1Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 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 ° . d' 4<U> III -III .. ° ° 4 ° �° -III ..4 A . . ° III— ° I —III 11- II1- -III, ; 1=1 I —III —III —I I 1=�11- (3) #5 CONT. ON 3" I III iT—I I —I 1 1 jl CHAIR W/ 3" MIN, 8 8 CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. U LL C v 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D n SECTION X-X IF L NOT FULL HEIGHT SHEET C z z G FLOOtSYYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING W x SOLID 2x C BLOCKING @ ALL p SHEATHING 0 EDGES (SFE OPENING SECTION X-X LU a L) C01 x W x E _2xSTUDS W BEYOND. W SEE PLAN o O U) I '--2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I r1 rIinTl^Kl nIA^MARA 3/8" "S" = NAIL 3/8" SPACING z _7r� S 3/4" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" 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 VERTICAL BLOCKING 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 MINIMUMy" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ya". ? oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J o LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER J > ¢ � O U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ ¢�OO(n Zr- w 2 LL F QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL K N W O MEMBER IF GABLE END LL � NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 ram/ SFFA� N� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 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 �+1 S4 • INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. 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) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE �FrF,Q/O FLOOR TRUSS / V� BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 [ WWF OR FIBERMESH CC 4. d C v 4 4 M 4_-I I I -I II -I 4 4 4 a l I n 4O 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS MAR 2 7/8" OVER METAL LATH. FIRST 2 LAYERS 5 2023 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. Virtual Review Assist, I c. Plans Review completed and approved O0 for compliance with the 2020 FBC 7th Edition FINISH GRADE by Debra Anne Klahr PX2300 1=1 I i o z °� II I II I r (3) # 5 RE BAR ON 3" CHAIR J 1 4" l V-8" I W/Y MIN. CLEARANCE i ALTERNATE FOOTING ry @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 N N O N 04 LO r� 00 LO kn { e � y ''� } p Oil , 4Y r z `he LLJ _ "` #. W 0 Z a to (DLO - 0 _W L = q U ai Mco n Nt U)V In 10 f}'' -0 -a — A M -aE •L o ` O 0 LLo 0 Q lJ/ N Q • S U 6 _: U Uj 0- N C 4k ^V^``i L �O � � 7W V CL -0 LU W UI W �LLI Uj WO~ �Q = _j =�z� Z �02J¢OQ�QIiUO0JO Cn f-F- F- Z awwwozowoomzzaQ 0 D' Z zz�v 0J YW z Oo�O-W oW i. Q<Q LL. 00W pQZ Q ¢ O ¢ U_ U_ O O Z N OW > (n O p en M C:) � J LO coz ti W CLM 2 - Z U z��, W J� O co I I I I I I O 0 0 0 N 0 N M Cl) C)a00 0 0 0 0 6) - N o I l I l I l z 0 N w O O C) O ; 'n L/ � N M 4 00 Z;..- QZ C) ZW M� 0 w U 0ILLI00 rJUU) o -00 0Zj_ goo —0 z I— W�< Lri = co = W F- ~ O c'V zoo LJJ QIz—� CD 0 ZUO CDV Q aZ� z z z pU 0 �. z Q Z w W J p LAST PLOT DATE z 0 STRUCTURAL -J DETAILS - MONO 2x8 P.T. BUCK -CONNECT TO BLOCH W/ 1/4" x 3 114" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45^ DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 - 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & ix8 P.T. STAGGERED @ 12" O.C. 3/,6"2" 1x4 P.T. DOOR JAMB (REFER 16" TO PRODUCT OM DOOR JAMB (REFER FOR CONN. 1/2" DRYWALL DOOR JAMB (REFERTO W/MIN TO PRODUCTAPPROVAL PRODUCT ST. APPROVAL FOR CONN.k 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 9 /F////// x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 01x4i 1x4 @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIN4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/..EQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0' ,r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO , 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. 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 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN, OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAX, 8" FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 JE//9 7/ FILU `9 +5^ NOTCH WEB AT L\ FIRST 2 COURSI I -' '-- CAPACITY = 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'Y? 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 (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.G. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL 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 SULID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6-0" F. F. I I=III-11I—III—III=11I- 11f=ICI=_III 'D .D 111E 1 I M 117 1=1Ii=i11 D ° III —III —I —III—I 1 GRADE D. .. DI- ° M D z NIS ° D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN ,f7 YP.) THE :S I IAIAnf/ C:07ADI C IAIQTAI I TIf\Al FILLED CELL INSTALLATION rH i SCALE: N.T.S. 1 u, �� 2x D F4" I N-UM- C,F`€F CLK_7jE •- F4 _�- - I- . ~ il8LUVw F.Pu�ar�iA 3,_L y R"iTF P L% I - 1-34"TRW PAINTED F 'CHANNEL 1 S NA=' vv °u I EAD _A-1Eok'E-r-PErR _Lj - 1'C - ). I T ENTELi SOLID SOFFIT F T�FI i:t�N 12K4 %"!.AILED; T O 2x E1L LaTiti1N � NA1LEEs Ti O TOP L D KINI w? 2-12d Nw°aIUS _ CHORD E'V' PY O F�f-�' TI�UB fl "s. Gi.rm.+ DUfL0,ER Two VE R1F V FIR 0,1.DE S,10FF17 N1ATERIAL SP N CAPAC;IT 1 ES aA,ED N 1 HE LEI 3h.31N PRESSURES 8P 0F1PD FOR CX'APONENTS AND CU DIN � F a C1.4 SHEET SIN l I I'_;T� �:� T#� �_ _ F� a-1`_TE f t.. Y : fF F a Al _H 1 ���` �T � �3-� ; � R �� t� f °'.1 I FLU 1 . � R5 R"IP.i L L4t;-T APPROVAL) F CHANNEL FASTEENED. ED. 1 MU v T NAIL 0 D'A 24" O CL MM" W80 MIN. EN4BEIDNTEN. _ ,! ',._ ti `-s t 3- 13 -GA & -x s ' :.;STAPLES-.24._1 MA;x- rah-rr , IN L`tI7A� . vN,�° 4TTERN I °H FA_ vI" ,fie 1^T GA U4 xle-4" CIRt' V1 4 8T, ELF «1? FAf' H GRCa r,'E STRUCTURAL SOFFIT F 1 Si L i4 ' I ' f F�tia�l-' �I- T � i R1 SOFFITS "w"''m'ITH SPANS "; T_1 1'_4, iNSTAIN,1IDSPAhBLtY*,IN1,i PER THE " i ,rF V I =, PA4 'i' YTadI Lw .',N '7"PiTERI7A, 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS,* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O,H. UP TO 2-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. kO�FRygN TO TRUSS TOP CHORD + + `FNC'TN PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP c EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT 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 rM SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 10d x 1 cPP cur=PT n) nnln 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 SCAI F- 3/4 } z LL 0 Lu LL I— D 0 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. i.FILL 1st 4 COURSES SOLID W/GROUT a ° FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. <' a! OVERHAN .° <t 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'-01' 5'-0" t I INISH FLOQR >. D D -- ° ° D ' #5 BAR P CENTERED W/ IN TOP o _ , Ig KNOCKOUT / c� CHAIR BLOCK MONO FOOTING _ A. SIZE AND REINF. PER PI_ ° AND SECTION DETAILS -I CLEAN FILL D ° ° DIRT z STANDARD o 0 90` HOOK N #5 BAR IN > FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL 14% SAW CUT A SECTION j SCAJ.,�: �1_.ZTS. m SCALE: N.T.S. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Mehra Anne Klahr PX2300 1 N N O N o .f 00 LO ..w d z w `. 0 W p z Q SIN > o0 N 0 W L..` 0 o u (J C7 N 6 cy)_ co V) (� Z) 0 m u a -0 w R M L = (] OOo } V 0 v, Q � .N w � 7 V QN ^` 0 �� TWA fL� V V a �o V, WW W p Ld CWQW P W W 2� O - Q zQ°�QOZU °moo �QWUO o0 p >_2§ozoo0mzj} nW FT0YU)OZn�awzWW �QpWcOLLj 0pIL� Wp2U%) 0 W o =oZ§ LL O QLL�Q OQ O O CN Z L U ti n��o Q M Lo It 2U�ti 0 M �- 00 Z C) Z W Wo J O d' I I I I I I I I I C)o N N N N N N 0 0 0 0 M O 0 0 0 CD � N o l l l z 0 N w o 0 0 C) I l I LO > N M .4 co�/1 zZ vJ ¢z C)zw -� 0 W v �00 L O �(.)Fn Z)zj OLU— '� Z ora a�a Q H �Wa Lr) ~ 0 1- 1.- (V O zo= zo�0 >. O z U �zLL LL • d z � 0 M0 W z z z z w W J � o O O LAST PLOT DATE .. z 0 STRUCTURAL DETAILS - RETRO FIT uu .laa V 1, ., 1 11 an ,-1- .I,.;.,d,1 1 1,. .4 -de l -r , - 11 F__T_ --- I- -- SCALE: 2' 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" SYP CUT TO FIT 4RS 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" I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" •2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED H 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND............ 4 NAILED DRAFT STOP 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 1p 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS L, STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: 2' = 1'-0" AN / F 2x4 ST( 2x4 SCALE: 1" = 1'-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2GAP 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/ -1" X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SAP SCAB 2x4 GLUED AND NAILED (EACH STRINGER �� rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2 OF STAIR TO CONC. W/ 4' X 2 4' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POSI (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. N EWE L POST BLOCKING 0 1 HIM UUINO I MUU I IUIN UC I /AI LZ) (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MT 10d x 1 1/ L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" MAR 2 2023 VR/\ Virtual Review Assist, Inc, Plans Review completed and appro for compliance with the 2020 FOC 7th Edition by Debra Anne Klahr PX2300 N N O N x�.r..- 04 J . S" 141O ... mad ' s r i _- LU Z Q V) N L N E 0 moo, o CY) ^ d W\ L CY) OR /1 (n V =-0-0— u a 2 M L t Oo 2 o O LLo 0 Q U m ¢ t� w00 QN 7� Lo E- V CL Ur W w UW H W ,�j W 2 0 O Zw WO=-_jQO¢�QU_UO0_,O Q V H ~ D U O J¢ Z w U_ O Z 2 0 0~¢¢ � O OU)XLU pWOx�Q? � Z QFQpWQ0zWZO�00 �Yo¢¢ ¢ ILL OW P OQ o Z) 0¢a� U_ sil O zW O� D CO O Q Cn CO � J 2 (f) �` I` LC) I-0aM �0-2� Z V w W3: J 0 J d0- I I I I I I I I I O 0 0 0 o N 0 N 0 N 0 N O co O � O O r IN O I i i z 0 Nw o 0 0 o I L / I > N M i i I 1 00 } Z ~ U) QZ O zw `� O Ll.l U 000 UV55 Lo O �zj z oLUMa ak Q rl F— of w~ wLn L / m�� N O Zo= w <�� ■ ■ (0 Q 0 z�0 0 U -Z� z Z Q F_ U 0 O a- Z Q Z z w WST J � o 0 LAST PLOT DATE IN ■ ■ 6-0 Zo J 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 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CA1T-�Rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-OB 8F12.013 8F16.013 8F20.OB 8F24.OB 8F28-OB 8F32.OB LENGTH 8U8 8F8-1B SF12.1B 8F16.1B 8F20-1B 8F24-1B 8F28.16 8F32.18 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 1 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'4" (42") PRECAST 2231 3069 4605 1 6113 7547 8974 10394 1 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (4$") PRECAST 1966 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 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 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 1011 1729 2632 2205 2698 3191 3685 T-6" (90") PRECAST 743 1011 1729 2661 3898 5681 8461 44 6472 15 9'4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (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 NR300 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 NR NR NR NR NR NR NR 24'-0" (288") PRESTRESSED N.R. 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4As7'-CRaw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RU6 8RF6.OB 8RF10-OB 8RF14-OB 8RF18.OB 8RF22-OB 8RF26-OB 8RF30-OB LENGTH 8RF6.1B 8RF10-1B 8RF14.1B 8RF18.1B 8RF22-1B 8RF26-1B 8RF30-1B 1749 3355 3280 4349 5421 6493 7567 4' 4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'4' (54") PRECAST 1494 1756 3699 1 5206 6639 1 8060 9479 1 10893 920 1770 1716 2277 2839 3402 3966 5'-8" (68") PRECAST 866 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 901 1825 1 3120 5048 1 7915 1 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 '0893 48 9'4" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST P. PRFSTRFSSFn I)-1 INTFI S 4,,,NT-44WAT111 SAFE LOAD PLF TYPE REINF. LENGTH SUS 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1F65 4'-6" (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 24'4" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS RT,� 4^Wr-C,SAFE LOAD PLF F. LENGTH TYPE 8RU6 8RF6 CMU* (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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST -CRC SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16.1T 8F20-1T 8F24.1T 8F28.1T 8F32-IT LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20.2T 8F24.2T 8F28.2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 T-6" (42") PRECAST 1569 2524 1 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 48.53 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 ,12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113 15 1471051 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 11C, 14 1321 14 13'-4" (100") PRECAST 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 1 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (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 1 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRtn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T SRF101T 8RF141T 8RF181T 8RF221T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 1 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F° 4' G�%> D > D� a� a`� o� ec� Dc cc c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8n-1 B aa S- > aD > aD 0 C 0- D aD C C 8F 12-013 U C C L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 (#) 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 4As7'-CRaw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RU6 8RF6.OB 8RF10-OB 8RF14-OB 8RF18.OB 8RF22-OB 8RF26-OB 8RF30-OB LENGTH 8RF6.1B 8RF10-1B 8RF14.1B 8RF18.1B 8RF22-1B 8RF26-1B 8RF30-1B 1749 3355 3280 4349 5421 6493 7567 4' 4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'4' (54") PRECAST 1494 1756 3699 1 5206 6639 1 8060 9479 1 10893 920 1770 1716 2277 2839 3402 3966 5'-8" (68") PRECAST 866 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 7360 6'-8" (80") PRECAST 797 901 1825 1 3120 5048 1 7915 1 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 '0893 48 9'4" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST P. PRFSTRFSSFn I)-1 INTFI S 4,,,NT-44WAT111 SAFE LOAD PLF TYPE REINF. LENGTH SUS 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1F65 4'-6" (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 24'4" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS RT,� 4^Wr-C,SAFE LOAD PLF F. LENGTH TYPE 8RU6 8RF6 CMU* (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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST -CRC SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16.1T 8F20-1T 8F24.1T 8F28.1T 8F32-IT LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20.2T 8F24.2T 8F28.2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 T-6" (42") PRECAST 1569 2524 1 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 48.53 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 ,12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113 15 1471051 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 11C, 14 1321 14 13'-4" (100") PRECAST 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 1 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (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 1 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRtn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T SRF101T 8RF141T 8RF181T 8RF221T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 1 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F° 4' G�%> D > D� a� a`� o� ec� Dc cc c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8n-1 B aa S- > aD > aD 0 C 0- D aD C C 8F 12-013 U C C L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRFCAST P. PRFSTRFSSFn I)-1 INTFI S 4,,,NT-44WAT111 SAFE LOAD PLF TYPE REINF. LENGTH SUS 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1F65 4'-6" (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 24'4" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS RT,� 4^Wr-C,SAFE LOAD PLF F. LENGTH TYPE 8RU6 8RF6 CMU* (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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST -CRC SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16.1T 8F20-1T 8F24.1T 8F28.1T 8F32-IT LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20.2T 8F24.2T 8F28.2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 T-6" (42") PRECAST 1569 2524 1 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 48.53 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 ,12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113 15 1471051 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 11C, 14 1321 14 13'-4" (100") PRECAST 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 1 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (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 1 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRtn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T SRF101T 8RF141T 8RF181T 8RF221T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 1 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F° 4' G�%> D > D� a� a`� o� ec� Dc cc c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8n-1 B aa S- > aD > aD 0 C 0- D aD C C 8F 12-013 U C C L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS RT,� 4^Wr-C,SAFE LOAD PLF F. LENGTH TYPE 8RU6 8RF6 CMU* (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 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST -CRC SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16.1T 8F20-1T 8F24.1T 8F28.1T 8F32-IT LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20.2T 8F24.2T 8F28.2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 T-6" (42") PRECAST 1569 2524 1 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 48.53 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 ,12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113 15 1471051 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 11C, 14 1321 14 13'-4" (100") PRECAST 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 1 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (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 1 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRtn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T SRF101T 8RF141T 8RF181T 8RF221T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 1 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F° 4' G�%> D > D� a� a`� o� ec� Dc cc c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8n-1 B aa S- > aD > aD 0 C 0- D aD C C 8F 12-013 U C C L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST -CRC SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16.1T 8F20-1T 8F24.1T 8F28.1T 8F32-IT LENGTH 8F8-2T 8F12.2T 8F16-2T 8F20.2T 8F24.2T 8F28.2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1569 2524 3547 4569 5591 6613 7636 T-6" (42") PRECAST 1569 2524 1 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 48.53 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 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 ,12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'4" (112") PRECAST 591 680 113 15 1471051 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 127215 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 11C, 14 1321 14 13'-4" (100") PRECAST 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 1 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (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 1 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRtn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T SRF101T 8RF141T 8RF181T 8RF221T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 1 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F° 4' G�%> D > D� a� a`� o� ec� Dc cc c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8n-1 B aa S- > aD > aD 0 C 0- D aD C C 8F 12-013 U C C L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 (#) 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 CAST-CRtn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF61T SRF101T 8RF141T 8RF181T 8RF221T 8RF26.1T 8RF30.1T LENGTH 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 905 1748 2635 3522 4409 5296 6183 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 1 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F° 4' G�%> D > D� a� a`� o� ec� Dc cc c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8n-1 B aa S- > aD > aD 0 C 0- D aD C C 8F 12-013 U C C L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS F° 4' G�%> D > D� a� a`� o� ec� Dc cc c 8F16-1 B/1 T 8RF14�-1 B/0T 8F8n-1 B aa S- > aD > aD 0 C 0- D aD C C 8F 12-013 U C C L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. U)U) x o° 2fnomN a to w 0 L5 Uj Lu �' c� a #5 REBAR AT o w- 3: o w a BOTTOM MIN. (1) WQpo WZ REQ'D Q W" J J J z � Q w 16 GAUGE ,O° u) L° POWERS STEEL r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D lot 1-1/2" CLEAR C.M.U. Q GROUT co #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION �F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1�6-1 B/1 T NOMINAL WIDTHJ � L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= z OC9 w = C C 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 1ST FLOOR LINTEL PLAN (ELEVATION A Nt 00 19 ?5?� Virtual Plans Rev nce Review for °mAlia 7uw ce>�t tutAsSd 7sg In a PP c• by Deb r gtn�h�Z®2p Fg� Quad tehr p�23dD fditio�t -co 6 LL co z >- 0 co > 0FILL - T- F-00 Sil> 0 2 I N O N Vi � yyyy A i 'TF 0 Z Q to N M � V -0 i i�I! I1i11.II 11I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8'' LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)05L(1)#5U (1)05L(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 l'-6" PRECAST [21 D4.5 WIRE 2 No.3 6740 1 9462 9462 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No, 3 1566 2859 2859 2772 2772 414" 314" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6'. PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 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 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 N.R. 522 522 360 499 No 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 R N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 R N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED I2 1 No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTHr 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(1)#5U (0)#5L(I)#5U (1)#5L(1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5U DETAIL'H' &'J' DETAIL X 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 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 (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 1 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 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 (21 No.4 2625 2625 2421 2607 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'4" PRECAST (2) No.3 2 No.S 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-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) 7/16strand +2 961 961 446 872 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) 7116Strand + 720 720 366 716 2 No. (2) 7/16 strand + i i 24'-0" 22'-8" PRESTRESSED (2) No. (2) No 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PL AIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL -i r LOWER LINTEL CAVITY [8xl 6-P-1 L;]IU] NOMINAL WIDTH j `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIFE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' 'DE''D & DETAIL F' I DETAIL'DG' 3'-8" 7 4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-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" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 614' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH H `QUANTITY OF #5 BAR AT 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 STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2-10" 1 -6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 1 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 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 7921 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 11'4' 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) No, 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 (2) 7/16 strand +2 15'-4" 14'-0" PRESTRESSED (2) No. 3 1095 1095 551 887 No. 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand + 607 607 317 601 2 No.S (2) 7/16 strand + 21'4" 20'-0" PRESTRESSED (2) No. 3 524 524 277 526 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 Na.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 399 399 277 412 TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -i r LOWER LINTEL CAVITY [8xl6-P-1 L/l U] NOMINAL WIDTH j L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5LO)#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" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE f2No. 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" PRECASI (2) D4.5 WIRE 2 No. 4 6871 6871 1 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE f2l No. 4 2954 2954 2445 2937 1G-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-O" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 (21 No.5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 1 T-4" 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 1368 1368 771 1264 No. 4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand +2 1008 1008 573 1048 No. 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 2 No, 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 850 850 471 923 2 No.5 (2) 7116 strand + 24'-O" 22'-8" PRESTRESSED 12) No. 3 (2) No, 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 F LOWER LINTEL CAVITY 8xl6-P-1L/ IL/ NOMINAL WIDTH `QUANTITY OF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REIN FORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD %�(SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D �[ PER STRUCTURAL PLAN 00 7/32" STIRRUPS AT 4'-0" cc 00 M-,-(TIED OR WELDED) LO LO La BOTTOM BARS SEE SCHEDULE MIN. MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PL4,CED IN FIELD) 2" M 2 W co co r � co M 11/" 11l MIN 7 5/8 MII TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END -4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 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 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 6'4' PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 814" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1l'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 1 '- " O S PRECAST 2 No. I) o. 2 N 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +2 2199 2199 1219 1846 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1698 1698 944 1546 No. (2) 7/16 strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED () o. 2 N3 (2) 7/16 strand + 1092 1092 614 1167 2 No.5 (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 1023 1023 576 1121 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 a •• t _ +•r : �i ;f • �•�•7. • •ij,1 �•r•7, TYPE DESIGNATION ;*r,.; ij,1 i•tj,,� P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT .�•i,,` S-SOLID LINTEL r LOWER LINTEL CAVITY 1• [8xl 6-P-1 L/1 U] +; • ,,,;, ,.;. •• • L NOMINAL WIDTH J QUANTITY OF #5]�AIATNOMINAL HEIGHT UPPERLINTELA DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6'' 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)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 44" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAINUNTEL/ QUANTITYOF#SBARAT 5 -SOLID LINTEL r LOWER LINTEL CAVITY [ 8x16-P-1 L/ 1IU] NOMINAL WIDTH`- IH `GUILTILY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 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(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6'4' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION A - 10 AT 8- UFL�r [8XI6-P-IL/I` ] � M341W �J J L NFAair N. UNIT '2551' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 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" 2-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 W-2" N3'-4" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 4C9 489 261 393 �• DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFTSAFELCAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5ODU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-] 0" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-O" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'4" &-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 5'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 is . t' .r;4� .: .;'�•e };fit :. :' DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x16 P IL/li ] %= J Lgravow TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMWAL WIDTH j `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY AFAR 2,6 ? 23 Virtual Review Assist, Plans Review com Inc. for compliance With the 2020 and approved by Debra 2020 FRC 7th Edition Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 314" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N N 171,11 L0 00 z `' cWc R G ry 0 LU Q LO E C 0 _W L q U M 0 N ■�- M �D -000 A�' E W L ` O O O O o o � O U-_� W L 0o Eco 70 0 W o LLI Uj HQ J W � W I- �¢~zx `1 z �y 'n LJ.. q W QOX JW0��0LL Q00 zLL 0 DOJO I- CJAQLz02000Z (nW 0-W C0 W W WZU5XOZ _j0H¢Q LL ZF_ UJ Q2 YwQOI~W¢ �Q LL 0 00 �QQo¢ LQ� 5 LL Q 0 F.- LL 0 0 Z CV O� LD '5 '^ / vJ (0 0 Q W M � G vJ LL L0 W I5Z N� _M Z U W J O O I I F I I ; O N N N N N O N O N O N O N O N M M O W 0)O N N ' z O 10 NW LO Lo o 0 N 'M O <r O to I I d' 00 ZI - Qz O ?n 000 4-1W O U UVU) Z) z 5; Z Fa WLU Q W=LU F- N W Zo7- < F- C� Q O QWW 00 az" ■\/■ Z Z �z i 0L) 0� z z z Uj� J O � LAST PLOT DATE STRUCTURAL DETAIL z4-0 O J A (LEFT) I�.I _ _ _ T-I- I .I I .I s,l - - I August 10, 2022 7, n7XYZ7 Florida Department of Business & professional Regurallon Eirillicing Codes, ana Standards i�rv. I d I (n IM P K" J C)D U Com 'T A VY"' foo Il' 0 " " V A L S 1 ro" h � 10 (3k I F Ko,"i" A T100"N SHEET Product Approval Application Cwtad -_7 K" (2o22) C) DaIic Dam plu"ll'o 921 '12196921991 As required by Florida Statute 553.842 and Flonicla Administrative Code 19B-72. p1lease provide the information and anprovel numbers on the bud�dflng connporsents listed below if NR�linipn _( TItI �",wp�tvcio sa�jo�p�� L�7,ann sih-dl Fi, J Kin. P E 6ReM" &23�2= OV120120 0--2srrlX[ '1IY'IaI12VXi al Q) 4- 1: �,2 4 2 l 2 0 they will be utilized on the construction project for Mich you are applyinig for a C'a ry OV., tw Zlco, A v,Eri,laHb 0 comallaricia Map, d F,,�II R-C41� fil"a Pl�rea6lnul LtrwiiI,,arr 3 711 pt_:_Q� �!�HM c4, jalt)w_65,4 u! (D Cc C= 0 t Back Cross %-uppart IN L_ 0 0- = 0 q) Product Description Approval Numbel Test Pressures Exp. Date wwaluall-IMIM 32=11:11U.M AIIII12=41=111it Ik4lv, fle euow Ov I Ica tegory/S ubcatego ry Manufacturer EMI ProthictiModai, Mannino er Name Emii�� ggtnjLa*r9V*n Date L," HVKZ 06'ai HVHZ Esteal area C) E: sec. ont lIcill Schedule TneIrniiI F � bor 4,as�c asom ra, llsqxklnanaU&a�D� C)pPique Yan, 11I "Up, M 1. EXTERIOR DOORS a. and C�jmpvplx LEva 0 03 C) R l ht a vad(e L Bolts-', IJI:,P'�111 121131120"' 42 b Tr�-Tu Fro, C' av .94 Setp,,�h-Sfw Nalpimilarl Oplaillw 1,2,r,3iY2DV '_orw�w t� F dcv I g fa �g a, W I e_- Yem A a) E U) 2 ""WINGING IIA� S The rm a ru _c and Sm ooth-Star (NON-4MP F L2- 0 4 611 -1 Fiber-ClasS, ACT) +67.01-67�0 psf r 13 2 5 Ga 17herm a Tru Fiber -Classic and `zmocth-5ztar 'MPAC7) FL20468 1 +67�0/67.0 psf 12/31120"2 'amlawmia si rlami'al Mrop'Le aqIx1E,aa,,sq"qt ol rdl 176,Igla �1�ttv 11->X, 'et, of Y-1 Vim VA "0 -4- -wt SAWRSS YY. nrOXXG a, nilq�irattansa 0 0 Therm aTru Fiber -Classic and Smooth -Star ('IMPACT) FL20470 +80,01-80.0 psf 121'3112029 4 T�wm.-T m atc! 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Is T�, w I r1lou H -,,A Dorwing midillAr uv�"r mpoan: i.Adbaneasl Ilk- wa 4plill 10/8/2023 Inc "nr0IIi:aQI G I In, po N F, 1� a F - V 1 1, 1, kp I VM 5�_461vv Y�� Y_ ITAI A. SINGLE HUNG MI Windows and Doors Series 185 F1_17499�21 +60.0l'-60,0 psf 7/3(V2025 'rNvai-Tnu F,K.,-rIwsV rw arvot-I'mr A0 ON -, No"I"169, S as Yea IrOk z FL239-211 N/A PGT S enes 5500 70, "N, q, ra F."sI4 T Me'al 17M DO, DA rwV""In 6117/2027 Aq,ot:`4wh lTrrj&ra&rg,,�t s�,iasjita�E I I srirv'0E1e_1 aqJJar.j1rIIM0&,,r, �Jiaa 12,1 M22 YaI, Y__ `411A Pella !Corporation Series 10/2 0 F LVI 2:06 + 35 C 1'-3 5. 0 ps '1 Florida Uepalfacrit of ivisrov; & Professional Isegultiten BLillifing Codes ano Gwdarft Page I V I P ella Corporation Pella '10 Series �'F L'I 6603 +GOV01-60�0 psf 6/2212023 1, TI\-,.-Tn, SRrEIIi star CompmIn Mign %[�qv DMT'110 1, q Ir�, , , a, v-, I�Qaiinpl '1 02022 Irw% 1, Ye. WA ProdrictAirmovalt Apiallicallian rjehri$ 7mmp-aale F�cae Fl1vIrA4�T4aANv FAX, HORIZONTAL SLIDER M19 Windows and Doors Sedes laa FLI. 535,11 �'l +55�0,r'55.0 psf 22. 16 12- 0 2 4 Nan =.rai'VirwaRl Kal Ads 2igs rail UO Prid, IB, 3/427/2023 q n- -T,,, F, bor-CW a,.! 51--th -5t fl r0p.q 2111 T Yes N� Y� NVA Pella Corporation Series 10120 FL114161 +30ZI`-30.0 psf Tit I yamem Afk�ragt,A 1021 MMU&Diai QWKM Iallorki Acamed H.'elsif Ne'-PE I In ra fav,04o, I E 12)"llarroo IZIMMO Cal,waci U_o�w C��Nlftean 0-7) -1 0:1 4� �10111 16IIIJ f A P. P 0 In ar[ Itiatiralrd AM& 112120,12nal A,*,vd 5/2512031 I'll F 11orumml Mk,R.5 ft� �NUII 1TI[1arA$au1.1t 1-DPaq" I L43 I sp22 Car,.p�61c Ease SPIErk, Cr",or,ml YeE. Pella Corporation Series 10 Sill iaf`af�ndoii,t�i F L! '281 '1 S,srA Ci, FIXE D IMI Windovillirs and Doors Series '185 F Ll 53149,1 +60.CI 60�O psf 14ttawgiovy: Proftds rVeawal R"O 41 ln�trfivaI row 4/312023 o Tf�w I ru 711 and Sinno, ryla-Star o 0 P 0 aq� �� t W"r- I t Eaq Lpo_ C'p aq ae 'I ZI!n r_rQ22 - 1A 115. 11 r F r'�, a, TIVA -ral"w- I&I P o. k P �Pw i n M p a a 11111 M o,� �,a wlIioia .1"i'volo (aaio,npv�l I larov: Is nr DUO Firrop Rag ioaaI Na:140" 0I r, UirrPW F1011IIII ariona"Enaneim PGT Series 5:520 F L243,5 NVA 4 l30/2025 I c) I. Triw�na-TW Fibat-Clivar: anal uvaoq-t Q0212 Y e,� Yea NIA, ae (;, m pWX J F 0- Is I a , ol 12 il- D�l Pella Corporation Ser��es 'I 0�12210, FL6694 +50,01-50.0 psf 7115/2024 -11 ."[l �- ri bI ne N=,,mal caI &3- 1 Mi4roxil Y I'a V.� N. NIA �.,a . ralla� ftIAMM Lkliw,��l In H'Wh-? rev !!�141t! 0.11.1rTSU15M, Vaa OWN Noggo Hart BerjvmO Picni Y_- a,", .100; iell 25/2031 �'or%palae Sol Fitw�,,, s% singer Dror �M "a"o? Pella Corporation '10 Series FlaiHge �ixed FL16il N/A Wxhii 41546VA D,0 Fw,,rvr irwad iod: apn0almVent WIA t,��V 10 212 1 M99a. 8� 11 t N�l "Tt�q - Olt: G P Y_ Y_ Nk, MIA I niq,kawd I uxI rant M�W V�I, IVIS "a,, IsA !OW 10V Y,, 111a, 100�w, D NIULLION Ml Windows and Doors Series 5764 FILI 5353,2 VA 12/31:/2024 Ccaa pI E-0giv R aerp I a w Du W 0 1 F w- th 5 c4bqVITI11 liald., §T541I ifilijjd�Gai a5c OiI-x Rnad V,�l I Eiji'aa,3 t'imaft Van I pgvam 1[ 111 �ACI�,-��I) ivao 'a,"MJ InUlary If VI r�nnt la,%M41111 Vokil vil oM74 45d,4ra: GAMgrtt 17,�O yo, rl)U T.-M 1, � 51126/2026 a, 1,ra,Tiv I filb�_ ��Jwsai� ai-iI Deal I 0I Cloned Mv_= C-ompo"_ ftv Fibe-sl= "IngMl rivo, Yes "D WI, PGT Series 5,500 FL261 A NltA E� OTHER 24 v T hexinsi I i,L FiawpgCf.Arvrrri,� 4�7w_,tI 0[fievaria4uta-im X-fflturairan) Nomi�-1 aW39 & Gazed i2r_lillore? Ca.loe,iI Pap nbapl�s: egu� I aon svwia"� o0 OX - �Al Yes Y" No WA T1I?TTIiv 7vu Foaf Oi�ir d -5ML—b-SiW N�tI 6.SO?A,9 sawed I_1YSV= 4es Y aI, K6A Flodda Dew rave ra of Business -6 Professional Regulation MW Eikw - E� I n Lt. a ow, vArf, _- V&h= Slivol ilip-Eeirg"04,11I X_x - iowx-D 13. P,ANEL WALL Buldi nq Codes and Stancoas A T Ilhvml w_JhA.Fr"Q,*J Ne-1-218S&I EntN__J,",4l Glar- I�El 'e, Yt� MA Product Approval Application Detail 12-131/2023 :q ;�A 11kmr %i �bn ��Iiar nrid Itutfi-Var Frov� F�a"� Ws - fll'�11-4,0vtvz ID11I1C=1 EJ;e Piitegl� A. SIDING James 'Hardle Building Prod. Cernplank Lap Siding and HardlePlank Lap Siding li'FL13192.1 - FL13192.2 N/A calla callh we PIL-291rift 12;,131/2023 CompEsde twe-� 1'1o,,�_n0-3,,r_-40,,g;';i() (o(pc_1X`0 E� , " al B, SOFFITS Alside 4.1 FL1 52712 Solid and Vented, V'nv,' S ciffit F L1 5272 +75�0;rm75,0 PS'f -OM Ii.m.at psfa&�, F�,�thjr Irnp--t8quot �-dv F�l WIN AlphaAluminum, Inc. Solid and Vented A�UnIin[Urn Soffit FL16544 R5 +54.2;1! psf R,alapa 2AN Diva] Iftial, k: J%I� vur.iW Zh�lidry R. Pill,! Locl Eocem P F, 0SAW212a 061024KMI Qlaao,20 7(30/2023 Epv� Fibepl- D"ba, -.,xih tt,�" , IrLormviaro rival Riatng corclift),re carnort E..naJ:a1I FIrl, PIVA1. R" 1 Flrpid�, IC� OTHER in, MdAnOW1 VIT 9 1 Artagarig.ifor J" AWMMWIl VIM 9-b-M Florida Carrartment of III esq I Population pap- 0 2 4. ROOFING PRODUCTS 1 Dmal N10111 RM1111111) a�vM� �*kl: 11AROI, DkIr: 15101:1111, U101114C "Zir", UNK M,111, h2i 11121115 't'S No NiA 101-IM 121116/2022 Spill Co&s and A, A S P HA LT S HIING LE S GAF 3 Tab, 04nensilonal F Ll 0 ll 24.1 NII 6/29,12023 Product Approval Application Detail B, UNDERLAYMENTS Tamko (for Shingle Roofl I 151b Felt Underiatirnent F �,Ll 23,28 VA 12123112023 aft Dino Q%kftv" P" Plyglass USA, Inc, (for Tile Roof) POLYSTICK TU I'vIlAX iFL5259 VA F cl Depadirieri I),' 13�d�,iness Pro fesslo na I Reg Mat Ion HdIdIng Codes and standards V� 2 .14 -ron R�1`111 "q20 TA mo CWI, C�= gaam a I.All Aluaa ft, Xt W_- R_&- I , V �. al md, PE -D-5id X" 2sinal Malumm &a ... a alatm- 19. 7-11 YI-I -41 MR51MAU T�Eo�ql-o 1��5wjo C, ROOFING FASTENERS NOTUSED Product Approval Application Detait 9/9/2026 CID111,1414 D, ROOF VEN-171LATORS -rhompson Arch Metal Comp, Off Ridge \/ents FL16918.1 - FL16918.4 VA '41 1 jil 1 "i 31 1 "'024 WWII Flodda Metal Products. Inc FLE V e nt RV1 0 'FL21580�3 NIA rM4 wfaiiav manulaauw co -I E90'ame &0l V000val Validated spbMirtfa 2= Inerryia-rw Cuperstim 1151&�,tI L'.001F S�amez. PE l�;N a n J Kmg P E 04111-42irli 1211ILKI-10 I Apgvcl Appiro�40d solvi% CV222�2�r 06AW-In2l N,P,Wed Lomanco, Inc DA-4 Exahust 1.611'ent FL17202A FL1 +97,5l,(-97,5 psf 12% 11012 0 2 5 1010 ET i at L Y, I -MW- A, arim, I! I ha I V %%AMY-AAYI�- orinlaill sprowd fin Rom 11"orc s"a C-olil til K Taint Pvrul ol lova - - re .cra', E.Irbr Lima kl=) 04 1, 7a20 TJ 761_`Vr55 sr.RiFo 1;�r�4112024 14�,iU�IhvCwrl mMRk!1aPz',aRC4�D ry In NO WA 0 putnpift�g IV, Svrlprg Wl FIwliem Rii,f E E ROOFING TILES Boral Tile V�lla 900 2 8 FI-7849.27 - FL7849.2 N/A 121/3112025 5 Q.L41 AIUNIJ�� Al axi: $l CIIIALIA11111RIM, I)OX a),X� 111AWN 'r 3611 d�MM�aj,A NIQN�R'_-NIFIRC�,O Na, le� N111 WA FLwirail r pror im.�Ial EnI ,3112025 12' I 11CIIII1110E11 SER'IC!, 420 ALU blill0l. " "!'V�D" ELI OX0 123II12t(24 141,.�,t�4�l�illia���".,4�H,I:Tllm: IZ`11111��4 4. M WA q ME NIA Boral le Saxony 9 00 F L7849. 16 FL7849.20 MIA EIJI Frog"ItLt laosu—A-ca'sa AREmIMLfaWas eara.W 1. kAllUZAM-P IMolirau=IM20 4,,91=1 4=11.00 20 111 HVI or Use lirti Rostiv 2111 "-P a:1L;1;= ex-11lia D:NIC '10ONS, DfIl 15DSS, DNOIC 175S, DIVIC IMIJ.=E F40 P Eat. F, ae,�qli 5,,, s If 0f ccnflp1irvaarJ ye� Y*!, Nip F, META L ROOF Drexel Metals. Inc. 200S� Dti)IC 5"V F 1-17679A +Of -130 12/31/2025 2 71 Nu RI t.-G -nE 5. SHUTTERS &del rraila�� DY,_a,0U 3 r Ther I r it 6"Va ki-tj a,�Aqu,-,t 1'�Paq, -P Yea Yea raA, Fil Copantal of 6,mrsics & Professional RagLilalon Par. 1 4 1 G�wtv� ESou Pi W gl�5 I,%� ub Is [X�T -. th wttkw i: IS delges (Inw.,WCA kiwng: /N , a 0XK0 SialdinigCoders and Siondai-ds V?Q n" A , STORM PANE L,S Global Protection Products rGaIvenized S 'Teel 13-torm Panels FL15076A Fi-15076,2 N/A 4 d Treana-Trij Fbe; Cfam Gn---t -S'Ar Njum] 884109"o squov nya�cttiqwvl Dear— Yoe Ye. ris, 12/3112022 Product Approval Application Detail (D Edge R bargiwii Singia Dwo All Amencan Shlutters & Glass Gahoan'Zed Steel Storm Paness FL,17869,1 NilwA 5 a Tner,,%i�r r. Rbev�Mzsvr an4 _-�,wcAh,Svr No man at Mil 0 rr" cola; U, It, Dpl q U P N. Yes Yea i 12;"31/2022 wo� Mandl saItil 4* 4 S al tp V41AL211 4�utff l FF& Ammar! Alan,Q'ind a I naarr-71� Pini-Ilaawa m a S nthStw tdmlftal fAm"I &q'I opaq Mt. com %tv Edge �711a&piam, Dowt ]a D�-X Wth of PC Y" Y_ I'MA V, ��Va d 'Eo� a d C.1" 0-jaii, Koallaill lia"i il�,. suari, Jofty P Na ",.I P F . W2I,116A W'W"I C/) snarittea, (1-�m-"otrwaina; xx U oxxo 6. STRUCTURAL C rilroi-ea, 71 Doorr F �Isio ml,* I I I PREA 004) 62.1-52CII, - - JK=na9 9 Thi%�Trw F' nreI aria, -S Nu1 &&MA Sa.,Ul 3a�d I Mi I.M22 N. Corri Ecip Fi lieripass Sliole Dwr Y� Y_ NM COMPONENTS SWVpav� r-Tubara. NeI varat fr� bN Pdi Ifiranwd Rgilda _,me > h Thwiro-To, Fibo,Cftwc Sw_�&,Ezar N"na fto! fialemas to. C,'- 1 rae Mail 12"1112Mn" Na C4ml Riatra Fil-iiI S 01,;__rh Y.'a Yas Vi. LISP Structural Conn. No�tkxwl EngnNr CZ 0 a&_qcI OX" 0,1(0 A WOOD CONNECTORS/ see chart I Ti Tu Pzw-[3&wo�yd Sh"! -A-;r N -A CA M,8 i6qu 0 t, I I rpa C AM-= 0 1 amed I W 1 0=2 NO C� M, P a at e EeQ a 1I �- ri; I a � 11 u k i Cvw w f � a, Y� Y� WA ANCHORS !�r.qv vIvatim rpoo _96111IL"elluale affl4ad ow Polar] 1! L-al Karl Die Gia�ang iznlro)l AziumILT-Wila airliciam Im W RUM Poll v Nn Y's Y" Simpson Strong -Tie see chart lc� amto.t sidekea, xx of OXXO i, Thwnna-rw arn; -- 11a r onm�-1 SlAo GI�a Ir k, Cwr. Pi Y_ N, &A yA 12/31/2024 ID lapra I Isailao #1123, i"Im. fill"Vich, 1*441. munew.Gionv 1 Zol 202'. wa Ubli In V � Ir Wfiadikt- Stall N; j�, Y� NI,5o 0 p< B� TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999,11 FL1999,4 N/A 11 po me Rg a beqrlIn a S N e Dw, Ins.nVooirwil Y, k 7 10 1, nail - TM F o� C I a A 1. sn"ab it - a N IF .4 0 m i ft a I a- 0 3 R 0 v at-, I �Iv; tta . rq L G I A za d 12f3i=_2 NO Convama, large nlowllim,sirig;v DwrMan YM Yw- WA 113 12' 1/2022 agwq 12ol�M, inlop oralowrdwa, stctlm /---N A MAP 7 c MlTek Industries, Inc. 'r,:Us.s Plates FL21971 FL2197,5 NIA 12 11-13 11. 91022 Na Yea 3/31/2023 1C. ENGINEERED LUMBER W eyeFhaeuser R;rn Board, L\1L, PSL, LSL FL6527,1 FL652T5 NIA Composite Edge F barl Douk� Elm wilh a, ID, MATERIAL iCast-Crete Corp. in High, Strength Co! crete Until NOA 20-0630, "'15 t% I zA 4V 9'11/2023 V TterTm Fllb�, orwl Sn&',VA� Glawavv-10 Minl:= N� 0I C'mraposre I Rberilar,6 Sirl�e, I x 'Yn Y. WA 5/25/2024 Florida Npartmera of 8"ness Profearrilonal ReguMen SastifingCorli and Standlards Virtual Review ASSiSt Inc Iso. I a 1 0 Commercial Concrete Products, Inc, HighStrength Concrete LinteIs FLI 774 N/A (I n��nq'Outswlrq_ ',,aJ1zZL* P P,L�, (�vrc� zw, 5vAI Glazed WOO CW, Eat. Rbe,gl�,ss Slqv D _ft� 0 1 rk[ded �' pen Sqi&JlaI��[ (110,,Ak,�ioutoWV Y WP Plans Review compleited an' ap ilroved d ProduttApprovolAppicationDeNS for compliance with the 2020 FBC 7th Editi XCE ThRanr7n, Nbef-Ckrwc ana Snirxtth-51rw &qjorIrrp,,�t8q-I;1 Glaz-v, NoxEllad -�Onapcwta Y as Y N;P .a Anne KI 0. 30 PX23TOO I 0I F-oge lobeiglaur CIoukAe Do., milh �,&I Gazed Molck-d Open 1]rra�fles grall C40 par 0I [In�irlacvlwm Q, YX", OXXIO=Ttpilrarnans� le N., 'W sagao-A rv-q la!3112M2 Ilk Y", _YW Yffi= Att �,ft IFF'Itailitavirl hyl 2" C.�Pone Eace Raeva�s E,nle ow, mrh V.10d S I X-) s, , q X D C � X . � 0 X Cl 'an I tiat tl�e tirre inspection t�ese the T-011ow-ing be R1�� C-9wAnIAAV* h-- CarecI � amix Dwq T On P-not " I 1�� 2 3; a i tal I= I I 'Kprwa�� '11015 The products listed below did not demonstrate product approval at p! review, L.inderstand at of of products. must 8nbpa.VqrEvM-D�,Cq !� 1� q rtbff Cld,�aa� aro saxx4o-s�U'r 4;w ra M"I So,- qlActril Ox�q U�6 11-M-11 Ilb Curn ' _�i' wth,,uT 3 Laced Ned�d Open SaniFL-m- yg� available to t�he in .sp:ector on the �ob!Site',' 1) copy of ttle product apiproval. .2)) D-oll Wall C.&I Ma* 1-6ma 11M1 AI w1i W mtW M�. 70�n 727� N?, MFJ?�� amaw-ultl ZMAAL-rmnL*m Dill I- Mallmawni In IS�Stltr AMIs EoddJ& talwt. rE, NIA 0 CIO Florida Department of Business Professional fargLill Rui diap Code5 Sital NV, I d I NQ1 and Fdc Product Approval Application Detail Florida nrvostrllnl� at Burarlasr Professlarral Regulation a,arldho; Coots, ard standards Frei, I V I 144ofl (D Product Approval ApplicAtion Detail Law 2" San 2010 01 1 112"_ Tp,* Vo- Ma' -wa-r C-AW-1 pal Is I val"ad vJo134 F= Acp APPE < Rmri ZrN PGT Iuvirluz R,"W 10-1 smdlk� ECCIO 7P Tv.1111 Q`1Za;W20 CO.* crififf"al ��E, q A P P LI CA N T S I G fIlATU RE DATE RI M-19 I VaI �J Nam it I I VIORK YAlsalkil Pr'�,rt�[Ir4o I k6hlkv�%]l 01�, M. 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Ar,ollnp 4�1-..��,PI .,n,,i,, Nmll�,��(g��i.ir�u,�nc�r�,q���,m hirlAra Pop 01, III, Port"Ci Peptionn creerlarleSIPPIPPIPIAIIII cePf1PrPjIAr� Rernorl her, I t1kner, Ot,,WAg�r��l,��l,i,�::��i�l,.,��A,�lI A I-InvIrPl�P1 IIIIIIIHIP Politillor,W Opinetir U 9112olnueteel-o�a doritoSiltisaarnit apff---1KilIA�1CW 6kPc Jdt�ft lowxt alsol arai MatitoLUL-sai-MadlestUdDa eombidLIO daii In ;-WLao6.dLdLadnQA i. -na ittuwak� Alolze E125-1-1- 1 Ilt"AFLA. � pfi, A - I All r"n, A� AP �,�,-PP Lo.,11"ANP, f��,l�,�,l�P:,Illl��lpi.,�",�H,I:�,d�,,':,�,iiI 12,101IIn N,,r I- 14- -0� t'iL' , � Ad,�,e,lv,".P�,���l:i�h�l-����l:��,r.11",�,Q�,l��ll�.,I Florida Deplenzaters of Business & Professional Reirwettlon 1I li ,11 Buil 1,Cd Fet Codes and Grarproado IM-17M, I foreduct Appiroval AppilOattion, Detail I sati,dies -- - I �- F I � . I . I I F, I � � I . 7, 7 L � - � I ; I 11 I I - - :,7:I:F , I I � I ; I . I ,� I 1, � . 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WA Florida Cklipetralloollot of Busiverno, & Prafesifforal Rogualition Bui idi ag P ,oI lend Stainste rda Product Apionstool Appilitation D*Ail Fes, H'i IlIVAIM � - I I i�]� " I I I � I -- I I � � I I 11 � � : I 1: �� � I � 'I', I -- I I I � r I � � � I � I I ::::: I I :: I . .. �:: 1 . IP. r - - I I I I :: :: :: . - I F :::::I :r � ::: I ,. I . I I Qlaft F%& date 34-- Core .rogn, aw AI Arec- NWW*CMM (Araiclar Fhtoa.l� Plo-M.9teloor YaKog.L%L �141"01 &lL-,W"�j ,p4Lc-A2E,--A Allanarrot Actro, a-t- �- �� o,In hbrary ka0i firroner-1 Nrt-,, ,xAP, ,PP� AArro A'FF.r ol ntirl,ifi ils"1120IIII ItIAMpalioL I :C111 1:�,Alo Ann' -A cal,groy, K.ArRo �&KrTerl&3411, "E-Els"i di'&4, 7?2-=4 subcalool feel SPIP101- 111 ANARRI .FFI eirintFaroo0APANOW DIIA'MIni, Ri,- III , F9W a RAq:nl,2n6dA1dFnr.',. 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A - 11 (_', � "I L',il'141 lf� _3 4 , ril � ,qtl, 'ja 16traps 'Xissid 4Xr,**de,�-E,OnN-acAeltaF�geiscogiceaW - 0 8 SCJS25112IHS SIDS-252 BE i SDS2i 2B83 508253,0015S, SCS26912SS: S'lhono-DrIve 608 Heavy -Duly Crinnseclor S-S Screw _ is S A I C�, A';' Gulli,selAng" - � � i-rem 1 , qall l - r"lilgv"I - 21 It) angles iranneng I Fiane-ringininit narigers avol'atle I, wannia, mnariffif from I-0,11 sir" to - 9 SDVVF2714 SM PrF2720, 50NIF2724, Sulgivii,2726, SDWII ,1strogn-g-Drive SCWF Z loor-tol loor Screlliv HIOA-4-, HUTS, H14 H-o.Alrl Hijrrpio�rp -,ies 1,1 [ T S " "., t ,�,316, LT 5_1 5. ].rl �:rll'i T ["L I ip�ijvj SpoiLl I; . filigree " hi ps, 1 ging (MM �- `pr8` IS 1 1 - 1114" 17 16 H1C,JT7 HH4 , HHpl Heavy ccrigniialed JDMTe, Header Flargiel i9 1 20 M I r Ill Jv,-,T-i7, KALST,Vp fvl��,60 A`ll Illnuidpr-lGime, T,e,driil,l trill , lit Str"l FL#IW7&8 19 Ii Knair-Riac. &.oliti 21 MSI'A41 t l i MSTAIii.4, PASTA12, 4 irl el.-SEa2i firSTAl f'llSfA"Q Pill 1pl',3�' il ' IlTjop�ht Stolips FT-Q%7-pi� _ 20 1_30� L6U, 1.70- LPG Ampler, -_2 MSTC,28, M5`FC4Q hil I gai�_.npo6� fr',51"_%rc� 4 JWJ PricildiligtModrill. Numborgar Name ProdIll DospArAlan 2,I LCE4 Pont Cap 2S 1:04SICA17p:11, AARICAripp` Pre 2trip: Snoll. Sea 9 product Model, Nunfloor-or Name Pro-duggDo-gdMiliI I AT Ill AT R I 0Z AT R5Ad. A71 npnpll Thgararnk Rids 22. LSW, L.S5U _570, Ll5M, S. killings le 6-- An g vii r -24 MSTt2,j Nib-, JX lirST14;i, Ni IMST172 Sir asir tt r Strap t I EA esedges hangers Top flongsig hangers availl Le in vaid"ths rang rl from I -011 e, to 7- 2 ATUD-5 A7ii-03-2, ATUD9, ATUM-22, A.TUW- 3 ATUDI 4, ATLT)14�1 Alunninurr, Take -Up Devinn 23 LSCZ Adi uiprI Starr S_ ing f- T C, i,i to, 25 ill Jhl IvITS18, fVTTS'20: Njill M Tl,,;'30� jilli pt:t�jili,n`f�,vllnt ilitirrip, 1j6'argd heights ranging flogrin 7-1 M` W W'- 1 3 bpllqe�Z ISPIll2l, BP112-3- E)p5llaL'Ji� Blotial BIMM, Willa 3, BPRTL]L��-4 Searling Planes 24 WiSOMLZ. LSIi5J_16RZ� USSJ2�.,li_Z L5SJ28RZ, : - 5Sj2V ILZ, LSSJ21 ORZ Fli Adjusta--le -er-lifflarcer 2a .- 1l,!CAZf,1C1 12. MICA202-12 NCAl r,'4�',A2:i10-16. KAW2.15 bpripirl 1 2 E)G5F wells hanyhors Too liable hangers isnegilable l In vollithe rifing ing, nerra 3 -US" to 7. . 4 9 C"eigill"', OWri"'r C"grirl - f'irnfP4'Z�WriW_1p"', l�Nplitifill-5fis Couple, NutE-: 25 LSSRI.- 81, L-ISSR2 ", r-SS-R-9, 37 L.S% SR2 56. LSS-721 fi, 2, LSSR411 0 Fil Adjimlable Slopoxhier, E b �_- t4a , q e r Kemal - Ill 1 �`, R 0.'l � 4 YlItitl Rri:;l "" and hinglhis rainging nrom P-1M" to 24". 1 �S 5 --TUD55, CTUL)64�,, f--TJM-e= CTILP075; CTUD76, CI-I'l Lpi�`, CTUDB7, CTLIrishrel CJUO9i' Coupling Taless=Up Devioss 20 LTP4,LTP� � T Ill Paris, ZB E_ b R 1-2, j_,,VSZ2, RPI_�`o Replir Flow ';�trl�p 3 EY�F canes hangers . 1-cr-�fle.tigehe,ngers;��4a��ole,nv-�.CithBr-.nging grevil-la,t:3 z CTUD98, c7t,svel"Ag 27 Mi ��2�47 &T-262 MI-287 MI-21-C-7 Angles 74 r;-,-R- sl-d 'I", Dai !C�rriiwc *!l� l5lill" arid heighte, ranging fto-i 7-1 Wrto 24' 6 II N4,145. NO Heavy Hex Ill 25 1-Mill -1 1-1 Roof Tia--Dle,,r 20 SRI. Sii $P4 SRO, Sfilf Iniv 1 fre � in r Ill, _ j , 1 4 pill ngs ii),'Mi"li, - rar are 4 he in widths rang r,Q from I WW'sio 3- Ticiellarsinciagrigemava b , . 7 RTUD3, RTUDSE, RTUI RTUID40 RTLJD,5 RTI Rl WID7, RTLJQ5 HDIeherill Tagall,111) Itkilkivill 79 AAAAH(m. Hil Boor Ccvrectc, ':I� Soii=4 _�__"]=Ki 51,1481 Hrizirry'Aud 1.11nite f!e 518" and hel ranging from 9-1pli"to-24" � TUD9, TLAI 7licka-ii Dessol '."rif MULI lilligrig.s.12iii MIMUUI [LAML1.1il girl ,11 L) tritrill.,421 1, MMLU _L9 1014ALU3 I 1 Face-facent Hilarlarfa �2 elli.�_ ;i��l�, $B3�, - , �_ ,;Lp'l d 1�yr re 5 E35, S�-, � Ell series har,gers T op 112 hills han glors av allahve, st ol refs farging hoon 5.1 -1,144" to S 9 T � A1,15 T ralle, glIpArrashil �,, ROU, RLI%,P Roof 8ourrilwy rXilps 33 ST 9, SIT-1 Z 9 T I 8 ,�T�2, S r2s,?, Sil 1 22 i 5l 1 I a 5T22; 5 _- Tiliff I ,:_ F ��,--Tfi' 2 4, ,-; 1 15 �ptn _r " �� irvaigill straps 7ff airalfirpohisranisinalli I T`W32-1,2' - 10 L PISS 30 8 '' 11 j p I ift I I R a .9 T edi-mrs Si�_errg '�11 III 3 Poor mige-t1nor, 3,11111 � . TA�rl TM7 rqaC TWW" ]'�';ap?'L i ["i'ta -irr's's' -3 P-_c Ti I r "I i3rarniii , 6 - C", , . E"'., sellers harillem Top flange hangers arigarahile ,in wrilths gari from 3-518" to 7- _T I LIPS4 ii2' I r,1 pift RM Ran Tiedown Slaterli L �`I�., qTC- - �lip� 4-fr RT�_'_._7 P7�- � 4 Rigid Tie r�c n nectogs �35 -1 vi 1. a � T '415 i 2, ,-,pit 1 4 ril kadrli ',,z-' and nev his raml - hr-I, I I 1 fill" -to 3_7 qg - ' z 112 U ll I ofn' Ll pirt R,-i Ron Tradim,rs livinern 1 , 34 FTC S�Clr l,l'r' liTC4 T R I r s Ck firs 116 I i , ,C rL L .T ,,.,rTq r,C lia I I AJI II 'IT7� fpn, TjpvCVe,, 7 �G,!,,S, reirwe hangem Saddle hangres, over bile, In wildins nniging from 1-114" to, BMW 1 "5 URSO Uplift Roo[ on orryin 0v 1 11 n Tardi - pil ,',,5 7��Sli, TjC�r` IntieJerr, C'1l.,o, I �_ ,I, I ifivel fill. vve, I obic, prilp'- 2e, i'll 12lic, ,l"Ol 4iC F .1 IAM I I pr,ll�*o and helghsirsingl firsain &IlZ" it, 78"_ - - ,.,L,� Z2, Zll� Z44 . . Panel SIA nel l I-L 4li- . 8 G L"N rali sign inargers, Tess flange hangers o,v arsakil "lidths, rangirli firom 3-114" to 7- 1183'and "jights ranging horn I V In 32' F1.010441-RiS FIL#�QIMI-R5 r ITPU larries, bogirriall � - ox , i lasel ad ban gerss eva owl it Tin ,,ratte, rang 1 from 1 -911 tr W 7- FL#10447'R� lf?'and bragirts ranging fialm 8" Igo r3O" §2" eroggluat MAC NUMLidirser ifiguille FII Diewriptiging aW Fricalil Modell, fitwolossr or dapts Ifni 20griplimrs 10 HgGLS sellers hanglarrig. Saddle fralsgism available in Irisithis ranging Irogir 5-114" W ii W I DTT2 Hotd-doorn §Uilij Product Model. Number a,, Name _ - Produse Qnscripill 11 MAI- n7x5fl, `�P_ Hn ff7xilir!;s� TPH.2rR7.9_75 , _ _e" Cor VoPir rang is ranging frr -Ij7to 2215' and height ,sm 10 2 HDCID14, HiDil Hole -gill 1 AHEr Arfustribli Erilt Gonneiitor � - liti i UHU, UH LrTF selles h- ogi FIloviLli-pont D I li, .0 DHi ii�ldtopg-fiagnlre vDAI-Iff'! hangers .i W�LT wars hangers Top flange haingers. available n U-ilthfir sangins; fism 3-1.14" tic I 3 H X-41. HHOO I 1. HHF;Qj 4 . H-,Id--&i __:11 r)"I snsl rrt=,, oict,`i-,� C',li vnIS!, DSCAIL-SiTii�l .q,p; Stint Ci,rI,Telr,-,lnlr,,; If � foiaiwo*in "Attiswi from. 1-gil ill and heighis 7ill 3-d hel his I from 7-1 I to e�` ingirrig 4 HDU2, HDU4 HT-115 NF_Ltli� 11HOU11- H-DU14 Hold-dcvm Iq 1 i � ,,, lill" p�ijble Dili ClininvolvT tel lr0mn_=li3o2"-1F!11l -i 7 E_ WKTillseolosbarn; Itgo a@ nge han lairs avaiab go in sloths ra aging toorn 3-1 i475 ix: T- � � HP.A'rs� HPA3!, � ,; Slicepi-,style, purlin anchor 14 0 HCPT,�'� HCTIZ HIII'A , I Hip "o'ner rlillpi � ,I - '2 ';Cr� HC4U_' "r�SD' -,SDS, Hl3U5Aj2-SDS, HGV7_C&SDS% HGU71 2_1� HiC_'tj_L!' o - -.r. S Hl",U5 50 Face-wount hangeTa 17a'aliallanglirlsiving.-nighrom listritil 6 LSTH08. LSTHE)aR,l 3trigp-sh,lie hold,doirrin 1-1 III Irr:ip-',�` til JR(7,pl', r! lrRC4_r_ V4t'pp,_,4rj 51 I4LJRC44 IrApp�m,?P'3 2i5 I l;'f Z r1*3 12, � r sle,ilr, L.[Ip to Ridge Conliell �DS,:IIGUR 00 $Oil 13 1117 saniss hangers in Top flange hangers available � w.dths-rnngiFiIR�Tz�-n2�5,1!6'W3- Mi - � I'll MASAP Fossisdalorn anchor strop I-THRIC& 11 HK;US seriel; hainglim Fangfirriclunt Tainflers znt Is table In wildiffirs fln-ging from 1-518" to 7- ' gill 6" a of beirshilis ragraling fro, r� IF' to 26� A MPA,112. PARM41 . Stap-stple purlin anchor 6 HiRr.11 I 81, I T, . M22 I lisp I idge, C or' riCTIC)l 31e, arrd -.&a,& I prig tro-ii, 5-bille-` to 12-7,*C" 14 HJUETF se,lias haingers, Top ral irg 9 F, 1 c el h a n la e r s av a gla hill, fin �ydt,t.� is in g I off from q� I ki In 9 Pill 8, PAM, Pei PA�5. prg� I � DA69 String-rillyge porlin al "ir 7 LRI ]�:lf!L Li`lII'j2`8 11 FI LRIJI212 Ft"Ifter HiI ri I por ��, l - t) Fi6i'Ill l5l 25l H,:H,r-,L'F 50-lfrpil HH"_"fTl5r62 SDS, HH(,U7 00-Sli Hlie]i 1 , 1p-t5l Q, Farx-rnoWill-ilariarl 3-S"Iff"Issili rell- rarrigingi frorn 5�3s&' to I&III'T, 10 PA110, PArr, Pej2a PA135 farip-si, purlin anchor 8 t 11102115 I ;iz-11-121 1Sr;4r2_ � tLq��t,lit,��pe,a.L,k,,'5�,c,,,�,��141��� J rlairtpig Hi,,r:1,uD,3D StnS � 15 NUTF-HU0 ,7T flanges hangers TaflYzigge hangers available ii,indths gaingingsom I-eflaolic; 5- -11 SHD10, STHI)IM Slyap-slyle hold -door � irf � j �ell,4, irrif, 1, fill im pear nq E I'liplercir (l HHUl�is.2 '-Hii HI["'�1'i"-2�HHM45r HHOIJI-AP, HHUS41I HHUS5,5Ctle, "pe-sirount, hangers IrZL andheights ranging friorn if-7116" to 15' ConcealYnd flange I 2 5 TH01 4 FTLA 01 ri RJ sargo-otipso firrin-dowin 10 TC24 'ICINI TC28 lri,jp�, C31irp � 11 I 1 r j S,7 215f I 0 winal iMUCTIll) available for all olecars having wiitt', equals gar Of 11 - THrl?`rj, 7 JA2113� THA-1-1 e, NA215-2- T HAZ,2,21-ril THA4ri TKA41 5, THAiI THArl "i! Avi,i.-til�l.-7ro�4.--�.-,�-,�,r li "I IR' H"��Ill `�StIRC'L H_'4jl l-'eirkil pringers t5aoll laep-n-cum nangems xvill4agoll in vedtfs ranging Penn 3- greganar frian, 2-grill ll F T _H,A � l , I �lgClf�i? T _426. T I 4A4', 7 �1. THA428.2 I lel rargoinis frora 4-314�c 1 5.3i4l 118,5 to 6 I Aw, a r-1 � is mili sial hangers Top f larrille hari gem iwairlam ar � n fouths ga no ling form 1 -211 fe to 7 - - 12 THAll 8��','�,�2,THPJ2.W,f2�l,'�'HAl2.11'-', THAI222, THAI-?2? TpAJ';!5 TH, 4 2Z 11 22 � �d - i�;iieiblril ri fianger �Irzil for 111rii , --cm-fol'i fang- veme-i f.-ISURC, F"Ac, �olaahlc for Or '. � . %Iff and -�ei,ih% ranging from 5-MV to 28" I 'o - H A A 2 I-rl, TH A RA 22 �!Towsd -fas, lliarl2ef lioulao �,X arid 4X, rnoll o* acuall flange * corallialled ,r7 Hi.Wm arrois ,8neent Tian flu-nige hasigers wailia-MG ir wdths mrsiging from I *116" to 7- 14 -HJAZ5 L1 H11.421,15. Ll Will. Polito e 1 gi darnmrl� e� I 11 i ' 6 pi � U28, H T U 21 0 l 1 ri_103 21 1- I fj.�r_,-., H, I ti-I it, �' F=*mol hen9gill 1 I'l and rel fria ranging frorn 5-916" to 57' -� 5 �;ljr,1,2� 4, S,'�L�il THjal � 5 S ' OS3r T-1-11U28. THJU 126,Vv - . � li rur Tr�ss- ,ilari , - ' fl 1-11-1 rIIlC�p:-rieTsJv,roje,,, Face=mx-t haing-il: aymmable i- wagisra ranfiging iVom I-QI2 -to 7 - 18 ITS serrions hargers Top flange hangers avarallie In liAdths ranging from I A'1610 '_ I I' TSBR2.Z1 7ruirs Sililloor-Rel ' 1.1-2` and t,sfiota larging from "`-7i&' 1I 19-Ill Conoradire flange Sig' -end fell his signaiI frosin 9-118'tolie' 17 VRA-2. iii lirl VPPll VPA4 Viinainki Plich connirldipriI version Ti avallableral modols nawingilrpelthequaltoor ` gi JIB serve; hall Top flarriel hangers ilexigbk, ill flifieth of I �9116' and heights IB 111TIGil irl ey Ti uni-, Clio geirtartnpll'�fAr`!W miggiii Im rn &NIS, to 7-11,4!' il) .1 � L ,__$ � l , 'r- - - �]l�r���!,!,F�irp,="n�7-"H�jr"�'.i�i���.'11,_-�7�,'� 4-!!I'- 2lrl�� o'j_ji�r_r__-' _r i_ - = I , , �, � 1 Or I Sa7i �ucli=isr_a Face-rileurp rtllrloi�,zi " ID JDA seliles hangers m va [,a - mi if 1,9i'16": arilil lil. Top flange hangers a i-Irk! . , 4!0-p,'0,,S I llrll"('�H�-,�rr�fl kiy"�,', ' - ',o_pr 'S'l I �Irl HL)r _ � 'J'�r II)l �, 8DT, 1 11 pI Y �� :� , � , _l�gi us ning Imor gAll (r'tD i 3 -1X' . 1 I I lJ06, H Jp,:(�`612-SU�i � Simpson Strong -Tie 2020 FBC Approved Products Qpdripp; t2"Wrl'24, Simpson Strong -Tie 2020 FBC Approved Products Liprokull i2ititfil i Simpson Strong -Tie 2020 FBC Approved Products liedensal r2nol7nin, Simpson Strong -Tie 202D FBC Approved Products Updal -2faar! I � I � r , Ram : � ��, �;� , � � ` or direL in Ign ip to ir sI a pervivol i par, 4 tie! lov, ���� Lrjs::.,!;I Ij Q I 1 l' � � - . .1110 L romsegg - �l k�ali:i��!1,1;:Ii�,,!"Il,il'�IIII�l�!!Iliii;: I �oafg�_fflMl�l��rjraEIS,r:rTWrr��,�4���i-il�r�oe��,v�,�,Lf,.-,r:�T'�ila,:�'�, , " r - � �� -_ fror pri,il�lI[illn,t �ll-'7,7,�PIJCI�ll�',�l',41,jlll]4;",I �* :1 ' ' , " -1 . -- 1' --L i 1' � Fc(,*Q�,.-Ikr,e.*,oti�-,�W-r,,w�,alsisk-iboo,q - t� _-IiiL I ll� - . I , I=ip!�� �- Tin 111deirery 17forriTlIttion heirm"IrmRilderp4peloglide Ppolluir Apipponi S-�$lrnl fri parl"i-pindell-ou'lly 1-per, mAl"'siptansors oli , �� . _�jll� . i ': l I addkourl Inforigirtic, regarding Auridis's Stattegi Rrotivd,lp��,ovirl S'pirfilrtl iii Mraft-Oi;gJf Coirl Notne dAt,rip',arse 11i ': j .. . 1:�:,:, . .. " Li:L05 - -_ �ii, . , 'i, rairp, ivior! infigirill sairip-04-iry FI.: J,'i '5.wmalir Iml-,luri A�v,.! 'I, d Nis arl -ca da � ou il ly N --bil --f A, � gr 0 on C t J� li Ljjj�� ,ifirr, ." __ -----. 11 T_ � an, and Mana-Colde Col Ii ei, alAcialanirs e ' - � i-or addixeral ir4grisnatinal inigerding Fttmdd r� Stalergiville Flrcdj& Approvalln,na lic r C kN - l __ga - CA - � 2111 LO for el gere Itipflariggshargilm availablise invilblis ot I ISW and hieli ELXU*%jD. ,I rs �, I j S li .1 � ," "rit t�jj ,,il ,11.5p1l ail r: "I'll OF!, '.�pLbr,'2?rl S,)Lb`,'� `,�, � _5Y24i 5/1-aV3,12, Top Flange Joetfiangei�s 5 SLT_XP In Al argiveArrulfarforginnovew gaingir"g froMS-3)8`10 15-14"d . JI a , r�F, IWA � Sq f ii �rc F�rl ilrVA .1 -- �Ar' V5 So - l�_Itl ' Op I I K I ' , if .1I sIjlq1!]l r�lj S�i Sri pt� E 6 - u-Si 2 (S7113Z STKASS, ST 32,i6SS) Stiong Strieren2ov o ingledge Anchorfar corgainang avrilal in carbon ; 2_1 UipfZ1 seller parge � Top range bringere avalligntif in vidin of I gvW ant thisighim Ral EMAU9Uk_4L1"aB2kL2LM111. �- p1w,riplign Eiiang 1 g l SIL I I Oit, ti/01_11 U,:r,',lli III "I Ill H I-i 4, I� I I li Hefiluileroi, sell and Types 304 and 3-15 Winks-- a' nian farlIlling f'rem ii se, li 1i 3- try" 1: ITHITUR,210-o, 111HIJSZ110-4 'xIlink I jangef ,'-) ��L p,fvI57gp), Sooilz-772 S , 1 i �. araps 18rinpillfigal ; 7 ") Titers HD ,Tr4DH, THE -Hri THD-TIKSIS. THEIMBGS, THID-CS TAr C,%Sg. T its a ,M_ A sery y [Aut, Sri rivil, A nc � nor garallai rise an d massia n ry . hal 2il LErC3r LF-1.5 LEBT rer-see hargels Top flange hismigal availarrive in ,acizve ranging fraggin 3. 114 r, to B _' r'Rjli6rHRSAZ ,RSIZ Sarap T� � 2T 15till 5I Sla d Pials, T *s sirmilablovil hiaxingladincarbil sisiodrahrilinnom 504anol315 TpS, 4 n 133-1117, , nd hs-ights ran -oil q'i'mm P" tin 13 [T lCQ210-Z,,SDS,, H]JOIt"4210 3 SCIS, l 4LIC04510-Ses Joist lihainger �ii "Ll p"i TSP S is latirl'" ran A - tile" 'b Pourgligirsurisr hard I carbign slegraI and slia - stage! or wil, I L-1 24 iii I5, NFEQ7 refinges Ir orgers T up l ei nags frign 'fair 6, gersovailablev in widere his gallim , _j,,l _ . 0 ci , 4 Tr�jrl FHI '$*'OIU� Tl-IQSp:2r Tj1:,JSIl Jes, Hal Mi �_LT f- On I'- '_ Truss'Milp - - Y 416-- vin , -AMP. veli steel 7 lfil -:lqd heighlissranging fronlg'bo3'2�1)2' S " "" T_Irt�:'41_,�r'AA S '71 I`1,7 057- Ti� , rsi mpir ;i.,friiil *<t r_ , l tpt:,-�; n, Tt L;�,'�W�R 54 5 Titflit�J44_5i jogl,r Bongo, 24 7@022 -, me- Siraco Dolgionai �k iin HD im, Cooplar (THDIMR34IR D5003411RC) 1 its al , C� TH Tisin HO Threaded Rod Colapse,r far cariergelor I 2S fill ral,tes hangers 7cliflarrigialigaingil swailgal in vildilis fanging If= I-Q,W W lIl. t. THQ�fffl TW_ril�-4, THOOM 3, 1 f1til'i'Vell-li Ji Hlagril 2�, �jl, �",L I _ I i_ - Thrisal Jack �mv lignavir 9 - ' This - -1 � 'li'712R, terg HQ vadedRad Hano-er(,tH',�S��l5�RH,THL,e-alitiMM. THU:y K Tillers HO Threaded Rod Hareser Ibil abrogate , L. lAY prid Training; arrigii fill 9-iii4i'lim 24" THIDSM"?ARI-1, TH010212RH] 226 PF, PFG� RFOB, PFOSD series harn,gers TcpfW!-,gc-han"ttw,eaiW�e,n,mrl.--'ir-,fi-�k'it.,"aniat-.eight-, 10 Wedgill �ll liredger-All i&,Pgw for imassionry taingirig IforrI&M"lici EL;4j1_472:K_9 FL#13904-sy a) 4 4,7 RR Ridge tafter connectltr 1 28 tAlla toras hing gars Top flange hangers winallars in vedthis ranging sees 1 JW16"le 7- ac,22A Et2dii4il"t IfIrldill. 1qWMj4i;2r Name EM=Q__."= .ta flrpj.m�t tjsijw� d isas jav fe7 NIA0119 ej2gU2j�Q"rlILp,l EL*l 623LRS I,Af" an d he ig his rang 4 9-114' to 32". i CE:r"i A L ? D Bonnie Embelra;L-d Truss Nil : hor I C � � C � � Q i I � lr.� I, I "', � �:.! � S T> S t I I f " C 7, , t �'� C � (� 1 l lt 4 6 �, - HI; j 4 � ," I 1 1 [ ) C 3 C " C', Q "I � I 5 ! I ,r) - S I D S', r - I De; . C 7 I" Q I r 1 3 6 2 - -5 D SG , Ilglifergary Pien Cap-- .0 2 3 pt�]I`r �:�I'TRHLLF(ili,,Hrl 1-1 I 6, H I Sl H1 ili-') H Ift-i'S ,-34rder RazilinfitAnchor Hurricane Tre - 0_11`0144 52-SD&7 C(Y"QM5.3-71 SCSG CCC,W 322 SDS,ii _00CIlid 62-Sli 'r" - rl fjI()_SD45C' LW 1 EM99-MM99L HOWE Par Has AT-XP EM91,154 , , AT-XP Higri-Strength "k Xdfresve far corcrelle arnramomy , &*9960-R5 4 F,jr HFIA12, HIFTAIell HEI'A210, H A-l"A HETA40 Erfilloarnio 'mAl Andio, - � KX�l I�)Nl'f V-GXT ECCi ONI-462i ,-K11_r '-"A�L i.44,15 �A)'E,-Kf !�,XTLC11li 62C,K-1 , Maral procara 2 ET -HP Er -HP Epoxy flainesisive tot rreigninrinry E 5 p0f,rs.12 lit!TAL16, I _1 Pr II I -2til , Ernhedd�p'Ttsnm A, il -XiiiV4 ` - - F � F_' *, r. L - Q TA D!, ", or." I � � - F, E � " C L R Q I X I, 1p, i 2 G KT, E I.I, � L P Q � 'A 04 -62,1 - tii��I�LL 61X,� K �� 3 SET XP STEI H ligh-S-argainglin Hill Alehesive far nras carry - Seq # .. � Flilrd-upt Modisill.sillpanagLix Narriggs ABA44. ABA44R., ABAgli AP-Arti ABA'6; ABAOSR F-All QMMIM Adjustable F'nor Base 6 if HGANIII) Hill stir-IFTA16 H,A--TA2X li [A24,TtAli Mmi�.ngryrotolrt colingreel � Hoavy Dribl-dried Trus5 An-li 11 1Kr EC�:;LRc1MDSK=I ,j gi HOUIll �Iiti 4C -,45 -I, ,JC:ipfvl� rig ,j_tjvj; 'If _ U 114 ,, i _- Zi- . . . HC k X Hei'll, rpligr,ciloyliAnijern 4 - -, firrilarroll-Bo it 2 spSrR.zi,, Tien Z Vi N2"L Sisiong-Bolt 2 Wardflisc Anchor tor masonry, -irifain 2 Sonew Anolhof for Clitiurel = I I 0 2 ABU-44, AE'U"i AEU46, ABU46R, AEU5.5, ASUML AELJ65. ABU66. ARIMR. AB-Ljaft, Adjiustablig fine Base e L-`YF% Ll � Yl '_l-SDS2,5 LrG�L't l$�IiDS3 - ' GAar T,i6pivw 4 U'�_'IlVrl 1 Ctif,1263 Llfli.lplii ITGUM,Nil��2, LGIL,14111i T. lAl ril 28-4, [trill:11,4210-2. FAR'nairy iteily HRrippirs ,li �lanig HD UH0-H4S"','. THD1-0313S, I H7j-_'M_gS) TrisersHEI H�,-elvv,Du,v&�r�-wAi�charfbrton,-te.e,wvA[tpblo�n 304 . 4101 N %J..# 3 ASUSSR, ASU1010, AGUT010,114, A802M, ASL.1212R ABW44Z. AlziregissIsIRZ. A81glill ABWAi Milli ABilligil AEV1Aj7J Adjusuble Post ease 9 113 tYA2 NETA12, META16, Ill META20, META24r META-1,10 L.qera! Tpr,&ALncnor I �._-Irrilhgicldad T�rurrs rpnlpv�r I r � ILGUN021-__�_ _G=212-4, I �"_Ilal_ CUrAily '� GUrial JVEH , � i I il � 1 -Zill 2,r:,, ',r,l Kgk'j � . H '. � I - _,. � let I il!J� ?W A3 561 � 25. WiBHA3 5(lf, 25, YISHA,3� F� 6411 22t_', livilimoll -1 rip Pirrinn, Pripprin Hi,pm�lo r arifiAblainefaisteolivein nify rival, and3liesterrissies frife4vilkn MURIlignsarit more smomm� Iddpl - -9- 4 AC45 AC4R, Al Al ACeR, ACEO prost Cap if luSTAill lir�f`Alrp.lil M�TCI:,Jilfi, Irf4qTn,gsi flivell i 7IL,l Ivi 41111si:i i I l, tie, H A 24 �� S ill 1 8 8 III P_ H A'_k gi�'l o M LGH A 3 5 G1 1 C3, N1 5 H A3 5 8 A 8, ?, I I ,. * i A 5 6 4 � � 7 � I! t I 7 -lien Tull on ' 47) Trear Turon'fienrew Arl�:Tir kx oproilepilill,in grialsonny 999::�= a) I EC4. SgI ef-40. BCS. 5CgI Bg�_R Ex_- 214 UC52-Sb P"Cap 12 , ri; ., W51M IVI-ful OT 1 6 1 __ - � � "Tin,rip %ap TeT NJ,,, p,l,4 " �lfi Inl LT .-L - 88 rl 50ill 4, VIE!Htfli 5-ir l d PISH A t� 506 --- 1�, V 2 H A5 YJ 1 1 1 �� ,-I 1 6 CR44. C[346� Gl GBi CP*B (_-U5Pl t_�aPQee-5OS2, Eftba-Wren CinL'ifil -Ril 101i A5.50, "! l;l . sr`BJAL.'� _'ni�'4Dt, 15,3111 IM-21- Cz 7 , :, CQSI�llilL -sl:) S2 C55Q,44052 S-US2. GaSQUO-5052, Entedarris Cohl V'r ifee t_1 ypnrt1-'Zr58r1 1 2lI NABI-03 68� MSPUS_56,114� JS Spl`Hj, , , � NIHI 111r," ptel rA[lpI1.FliT_lr3A) 21, rApir I-14S fill NT-_!H�.tbj4 M Maj-,J!�.15'0214, il.Uill 2s,nnilfenpggir� FLVlM7-jSj ,%- A M, ECiC, ECOU Sgsirles &Dead polumn il valn'llit'l rapi I'mi-13-Ill e_ilit2l sind W. nargaill sharp 3.1pill to �'-I;lZl ELM U&M � '25, hilFil 11 511,110� ll1FJHI)5,50�il8 .'s-tgA FEBA 00-1 ht2ii Ng E!jggiug Q2�<IrJII M ---- 0 . 9 =-SM2 5, EMO-SDIS2 I, Series Screviedsoct-mr, caps pith).rVI minigni2fi-nnil .'!l(' too-ll'7' ilind 0.0 ranging feary 3-i5tp` Ifir 7-1,d2 &-:M-# i CE29ii MEIJI U k I IME Z 0-11-M UTTIZ pradrigil jy,si ion : ilI Dil I A , jLsi I ar I 1 ',�?,NPliCliS-5K,X�IS101A,XlEiOl8-4K Xr-41S1018�XQ1E;1Gls4K Ali C, I A Soce 7 �-a X LI-taT Sieff-DrIlIng, Tappling Scrgarasi,#40 #3 131111 Merrill > Sal o- 10 Clim 447, C li'7687 � �oirnfre;Z Conceal Post Ter Noe � r 7 11171,11 FILDIP Bo, Holdgiol '2 XL,QI'14TI224,'&,'!'�l4�31724-ZK ill Stior-g-Drive XL L,rifel-r4goild I I i3irf-Dri a, Trippir,hrin 0- 1 1i � ` � 15?544Ai SP544, IzPC4Q UP55d gPS4Z Embedied Post 3ase lF--*Vddoo proa Smic 71 �j 1 Cll II I, 0715- liVii HT T4 ka75, i 1775�-,p,l I Bolnwji Holomlipas �egl,qlftrl - �, � §e # __q_ d U�it ricsNA Num loor or Name ELia , Product Pj.KrIE!Rsrg _2 - XlA-j'14S1' 4, YYIQ1 1481224-2K Slassove'larl A Perot and Liarge, Bargainer H"I.Agesher Head #1 2-24 Stre-g-Dirive XMI Jil ilim-Hoed Irlerm Self-Mling, 0 a< , 13 - LZIlia ii, LCM-sl Embedded Celli SLAf �@ �� �� L-1 lips, LT=r2r)B� _T11:31 Li-nnil -irmern -Is-- - I '_`i)li`,`LL`_'p,X% Slf,rp,21338, SLIN22-1381 SLI'AW1224!58 SDIIVZZ�rrcl SJ%i SM"i'l urle ISDIN Dil Ly � p-,T ,rRUSS-PLY Sereal Sitrong-3 P i r � - apping Screw-, ,Aft VC Ding lodint and Madiorl; Dramesser Hsa U Lrl,'_'�42, LPC-BZ I-Sht Pop, ��ap I I'LL-Iplzi--�Iff"A ., 4 X0114SIZ141 X4'111481224-2 GK Xip4r,;i224,XQ1i2Sl2_14. X01I2812,24-LIK *1 _224 Selfrong C),vill .X Mistal Saff,E)n1ling, Tappmng Scre-dal vi *3 &. -6--if IS - 1n, riPS447, f.,scr66rSZ, MPB;gg12 PS44 PS44-, PS&t PII P2WR Momerli Post Na5e Emeaddild Poll bpvilp� FLC a62&- M I- - _� - Kplip-r'll ST,I.;!l.,-i%CXl Z, 1 i S �) " 1p 11 i � 0 11 D 6, ,�. ;=-, Ifif I- � T � I P I p-, C k_ ,'2 Dlipr- I I p, I' - r L l E it) � A I H 1 P: � tritt e S Lvp l=r I F_x� vX C I- ffrnis,l S-UltilIC TRIL2ZS Si;rmv �� Slorg-0-irlyn-IL)WH MBEWHiLx��Lcnu:-, I� �` XLp5,l,1Sl )(LTf4g1016-r5K U411 Point sil Sliong-Urilve Yu lBetal Satif-Drilling, Tapping SainglY4 vl 0. 0 Z3 17 IIII A, PLL,41b psSl Embeapreii Post ,"It,l, 4 I _jj �,n,[YjV1-1�,:l,ip03 SD'A4I2MKsDr_ S!_I1pV,I2,`ipj1Jro 1_,!Yprf�2l1t:p,,_-, �:J,Vru�lll` C; Sofxln-Dri,-Sp;rr',1lf ill Elp Vl_-_K,DL�rew - � #1 Dall Point I _0 is 1-0 PISVIS. Feel ril FKA44(i PC4l Pl24B-15 PC64 sirs, PII 16 EF,�44 IS EPC46 6, EP(A&Ih, Rovi Past Baloer Pool --nif §L,a 1 ftgy2jM2dyi,NyMsocro[Ni SB5.18,2 l SID rtkp� SOU30 LM0h_-l;jpQa,,�_jjQk2a S5 All Fsolt� 15 - I ��'_ i I I, 211 2, SDA6 % 6".lifirlir SLI,py's, ! h3 1 -1, SID''pi'S, '640) S.)ir S_-) "l n9ft,_-, �; 197, 12, -1_"[e`,S??4!_fl& Sil-lip. S221500 'S1'r'p,S225'l Z EDll`lr,`S2,12CrI0 Sliping-unpip _;Lr,p,-,_ 1 Rol �� _i=pvi& StsjlAigiElrAp SCIA'S FifliffeER Sciiii., Glenn) O'll %-.; rOffil's. 16 FPCS�� 15 1 2M, L ISS1 Hill I.-STIS21.), ;:pS,r,B21-, 5-51 R2�k 5�'ISBI 5-St S�tp SGI ISI CO- ISE!: B21., S r BAL SS7E Airilmiro Sells SD'riVS?ryr7'0, S17>4�3'2';I9�0, SM 11-IM)'i 11��Jpr`l tX IpEr-il V-XID: sr"14i 1500 linvireg Flisls.eb=-RO I L_ 2) Kt4Z PC4RZ, RDli RCbleZ, P05Z, PC,HRZ EPr_4Z EFC:ARZ EPO&Z, Epr_ RZ Epcelir, First cap 1,rST-0:281 i 17 SLYW'3,223,001313 SID'Al 14"IrIOB '1�.iB1pp'S-r12,CjGIi SLIAISZ'60CES SL;,i,'SL2l1pp)r1D Splori D'ill'ST'li I 11i 'ItIcic"", if -di _;npI Ol- FPCIBR7 SWVS�!i�lil 1000DIS adil Frodrict ffl2sasl, Rang Igiss: or Nansir Frigidua Disserptlaga < .I'll yf"844IL4Z� F�PFA4 6,7 Pmrl pose � 8 S[M!S2,3l2O0@, SCOVVS,p�1,120M !,,Idr�,, Aczorn,-� rip":A'Lle pripAi'd S"'ll 1 T)59CFA-3.5. rl5-,SCP.44R, DSSCBl 1181-15 Bypass pill Ing Drift Sinrut C�ipilrnivl J0,111 k %J.I; 9�1 z. HpPZ Rmtrolint PosilrFlaegir FLI11112,972-pill 9 - Z? . " SDINS-- "�CIOSS,SD�iiC��744',iitr)S�;,S[��ti,'��,'71,,Cllr�,-�S,Kl�,li,��",',',41�,lt),!],���L-', S[h1rlSp7pr'I(!SS, I -1 4 Stirm,u-1-privo SI-ppi TiliABER S',II-Scervi ? FICS1,43 f, F-CI "I Ff� �BA 7 5, FCFAS 5, FCLF14 � t �5 Brnpalis Frarri ing FN sm-Clip Con I linhar U) S:)gail GOW-i SDVV',,'2 / i -r_kki19 i I-PH=4SIC1191 `PpHSFYp4Dl015 FPHS0!48'0gl6=5K. FPl TSID34S'1214, 9lr_'L,16;jnd 912-14 Strong Forive I'llpli,fiEl Flarring-to-CF-S S&IF I ,�A Product Model, Burrell pil Name Produal _r Ion, I -0 iiijiliV 1 -34p j prill Dilp,e i�Dipl"VSLt E '�_j RA� ErIjwa FFIHISLI34RI-214, "SU.34B1,r14=.�Tr` Drillign _q, Tappi Stripes I (z U&M-M i i,- rl If CMSTI? CNIS714, CNITST 0Sl4,(7F,lC,'7SIA _-S:N1j.CS22' iY__;P_t_ Coiling Stotir I . gri _7A B22 i7iijildkinir Acclinis Hinii,Hpiriii li'llenippir 4 LSFC2 2�'1, LSFC4 25 I SPIC6.25, SFC225, GFCa 215� sr-Cro 25 ilispill Framing Connector I 0 " 00 � - " Sia , 'L ,Li F-I rH412, I I IAIF 'i �4, �X vIll", � r; 1pRF�ll rif, IR�rj� [Lpf ' Pi A-' T-Itili Ill '-r ' _' L"" -, -, a �, "_-7-,rrr,P7-JIs,`___, I F, -_ Ltopt"d 26, I,SS(_f 25, SSX,7 M, -Spilf-A 25 SS:f,sil 25� NSSC22,i MSISC4,21; r,,TESf',6 2E Sales Sold Corinw, irI .to # I ErregiuSlI M2da1_ Nil 2:r Uarne F 'A FSA P!29go DM=12 Foundation Anchor 3 � , - - NS I 14a ?r ST160 lip --' I 17'11, 8 I TAS r2l. Sz,14ripir 3`7 t� 1KIII H'TF,1 6 1 J1,320, HTT &A, 14 T 523 HT Sir', HT8?p C r-ji-i,yTvlIITi �:Itqqp;, Fir Amilialiftial 6 USISC4251i(Vill W ,C 25KVJ S$i- RICKlifir? RCKllI IRCXVIl 5� Ps"Kiri RCKVVS 5S RB16 Kirl,nee'lifigall coningsInri = < 2 FRFP Flat Rebrol Illimartatioa Plate 4 LS`rj,l��S, ,SI IrST14a, T ST 173, MSTA9, friSTA, I 2% M.57A 5i rip STA 1 8 ho 21� rlpi��4 Straps r6 dilil if I 8 gel! 7 � �(-,� - �, ,5 SCPA:-, -, fk-E,45,5 -Willi 5, _-_ilPa �Z_ S[_- -41 I e, PSI _-, asS RA I I Birsel Framing Sildo-clip Conrinidar � 0- 3 ,I , �.,H4$-$,Gll,�4",r.�l4�Br�,l�lil!qS-8,Gl-l�4'10-6 Gi�1410-B.C'HG6-64a:�q6e-$.QHW-6,Gl�Q$- 8, GH61 Q-G, GH610 8 Glisider Honsiggel � - 6 eL � �ii I Ud TIA9, L - Ail �STAI L$T A! S. 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ST18, S-11 22, Ill , MSTO lD liS C52 4 A T - I Lob, -ot� i,op, S1, i . is ilr --- 4 iii i I "I r] r�,Ilpl ij 1 I .1 AS-2�0 A.,.;! 4p ,I � - 20 gri. Truss Pale, Hinge Plate Gonnil 11 12 SaM $11 a A-5-MMI 414, M-SKT8,131 -11 4 Bypass Fresmill SticaClill ---mC-nirmintor #14-14 Strang0ve XLSH 811rileukrigarrid SeirtersIhng, Tribal 0 CIO 7 J-iGT-2, &r,T-,-, RST Heavy Oir,i rl r Toofoom 10 1JSTC66 IVIST l STS238 Lil rqI li grel ( 1 4 g all Slaft've " LJJ C- - .a I -Fol 0. SrIe". I n Pull, r - 'i . � WS-Q, el AAl MIT MTSIM, k1i III 1a,`ii,!11 -oni Stl 5 iJ _. 11:1 X-01 S1 OF! 8, pt,"�,'l S I D1 (i XQ' n- 1 ,114� )e,L('. I pol 21 4A_ 5< XWJ 8Z-1 r,4� XQ75G 1 224-311i I 2 i 41IC-16, ill arm;AI Spirrip-Dil X Manal Spirlil-DrAllief, � :�� = � Y LRFP Universal Relproft Fourcation: Plicass, 12 9- - S-rEM K SM 1,el, SW,0a. 3, B2 37. Sifl 56, Sl-2 66, Stl Si ZrS, SJB3 627 SIM fiI 1_4B4 12� _SfUT4 ��Igr, -')l &'i 'pl I ap � �ir I �oll � tilinje. v, r L id ! 7-30 - - Q 4. XCAI ,iliil X-4, XQ1 t 4131 2:24=2 SK, X,Q i I ZS1 224 XQ1 I "' -"--4-2Kr a"T21 01 II Wr �'Klz-��l'DiO,XIP,10�f�l-,IK,Xl$-I�14 M912�4-35K 7ripprl Sirevn; log f1s. < I le . SgSvzizrl virlilbi-2.12inoilit, SMA11.1,12 SiBrill SIBA4.1alla. Sla,44. V1110, Top Fange,jamtNargenIii � 112_# PrIod Tics Model, Nurn ber gE r0line Proll -gig: Lgisserhation __j 14 BEA41 1 o'12, S,IBA,41814 9i Hurvicaing, 1 is I r � III HP - ��F_ �_ GA� �Dlo C-lit'�'lli-1500, . �Dlolvl L, C-DPM-1 00� G LIPS. ,_1'A1_1vD Gri'l �_�rli 1 M �:j IP' - " A-:ri-mve_Am�-t�- `:�lr i-cluz, r_oa,_i�t�zrl factortcrlij orld assgarrlbl�ggl 1 ' MAR 2 5 2o23 - I- < 15 ,1ST-N&S, ,SfrADii SITMICS S(HDIOR, SHTMSS� SMr)15,q 1-4f,11--4I p _. r.'PA, PTPA fill Frock, fl&-3 POPA7 ppfpPoT, -2-' oni�llfp, el i-pillillir Plp.� � r_1 r - ir.--ris, airrellilifil lienlenn If _18 - � Dons P"Von � 4---nal rilie i"I rn"loxi-ii ol"Lli in - \/RA .. C, i 7 -_-H D04. SIHIDUO, VHDI-19. SrHIDU1 1 2JUILIT3 SfKjc;T Hilidoll ::loi Hanglins I 4 R . kPiRil -pez, PS'14,13, PSVIa Kl fol mPA, Prg7i riplir, PTRO W., PITRI, laid I�r_T J:i Adhesive Arl for co-,c relie � � . _j 0- Virtual Review Assist. Inc. � r . SHEET NO, Plans Review completed and approved for Compliance With the 2020 FOC 7th Ejdi�' I 1 I I . hV flobill A"Pip Klahr P17100 August 1 , 2022 PA 1,3 - ------- ----- - - . i r- , - F---Ffi - -I - IT - I __ - . : ___ ____ __ - - - - __ - - I L i I , ': 1, i, , III'l I ,,, � i ,,,, I I "Iff'! i I AI llil Ill irilrbil"I JI iTAIJAILl 11 � ''A I. 1, i, � I I L . � (D (D C_ - U) M (D 0 > (D C) MIAM� '&W-M-DADE C 01IN-r-f PGT Industries. Inc. FGT Industries. Inc. 7D ME I FRODUCTCONTROL SEMON P T lzrdustnt�- = 0 0 N 1 20� Sw 26 S, 17"L Room MS N()iT11('E Of A(_(_=_EPT_AYCf: EVIDENCE SUBMITTED N tTICE OFA( CEPTA;, CE: EVIDENCE SUBAMME-D DEPARTMENTUT RZE G-UTLATORY AND E C, ON01,1111. RX SOVIR C ES ='R) Mr-imu,Flonidip,33 115-:474 44 ROASDAND CODE )�`,()TIC III (I)f Ak (111 r A N C E,�� E N T[)M E SUB _NHIT ED a) '14 T(7SL61��;I_'15M CD C/) D�� Ox"1011,74AL IT1,7 AS ST7RkN E A 1� 'Evidence subtaittled under- preliou �N_O.A = = cn NOTICE OF AC( F' PIT ("'NX) Da a) 0 I,. Nfimz -deDepanurnt�ofRegulatorvmdEcon.oinicResoir,ces(REK).. PGT Industries. Inc. A4 DR-ANA: rNGS & TE ST'S tlicloirtialuied) 0 (D 1070 Tiechuoloov Drive, Nlanufactwers die draw mes mid sections� .511. Test or, "I Aix hifiltration Test. per FBC- T--ks-202-04 0 Static Air Pres6we Test- per FBC. TAS 0294 E. )1ATER1-AL CERTMCATIONS North 1'enice. YL -%4'- 9 6tibytifted ander.N-0-4-X�. 11j)1r. 04,� -1 = .0 LL_ MD P. a �OA (LM)", Sheets 1 3) Wa t ei Resist an ce Tes t. per rBc - TLA S 20 2 - 94 1 . Notice of AcceptanceNo . 1 -"52& 14 issued to Vision F_xtrusion Linzirted for thm 5 4 lmv N -;570- fitled Vnivi Slidine Glass Door N SCOPE: DI ving'- o. - - L 05 1 � 4-Lar2e XII&A7le JUV '11'hite Rigid PA-ClExterior Emusiow. for Windows and Dnoor!;7.d. 0&,13.1.115. Cn 0 > This NOA is beins��atzsd the applicable rules and reppulations govemin through 21 of 21. prepared laymanufacturer. d:ated 10 U� with rension A dated ct Test perFBC_ TAS -101-94 -0 F= Vchc Wind Pa-sisure Lead ing- ve-_ F B C - TA S 2 03-94 expiring! on MWM documeatationsix-omu*iIhm, been reviewed and accepted b-.i _Nhawi-Dade Cou&vMR-F_rodMt CogtrDISectionow 104D,51T stned and sealed�vA. L-v-nnMiller- RE. (D I - be used jaMaau Dade Cvwry and ollie;ruitais whav allowed by, the Authonry Hvim 2. Notice of -Acceptance No. 16-0910.08 isFued to Vision Extrusion L tmued for their -YE U) Cn 6) Fored F-w ry Tem. pef FBC TA S 21021- 94 'R 'alow PA-CL EX Ein vions for Of %jnVl,,JidMi, door- prepared 1000 Tan 202and lighter 'Shades ' Non-Alifte) Rigid teticii i C/) This NOA sba-11 not he valid aiter the expixation, date started belowrTbe Mia '-Dade Oomyw-odlict Coatrol,Sec�m B� TESTS Dolori", datedl 2,0,, IC expirg on I 2,0119,il"21, JaManuDadeCounti sl� C� TAS 202-94 Windows an 1 1, 1, Tev, report on 1) Unif 1 Staitic.Ais Pressirre Tes i FIB by Fenestration le- t Lab- firc_ Test Rel>w No f TL 9549. dated I I 1)61�1'ZL Id product or tuateiial testeld, fb%, �ijluililitji' ptitposes. IMis product orniaterial failss to, perfli-Mixt in dle ed i I i eponrc�ised- 12�0445,urd02,,Ilil 16) 3. Notice of Acceptance'No. lz"52315 imaedroVisibn Exint'Siou'Linured fartheal, )Large Missile TA.,C� 210141�4 sealed bmvlidahnis Ortecza� R F ii�'Test r 1 031"Atholier � the manafeccarerwill in C�!Iut� the a Xper ae of such se. stin S and the AJU trtay immediateb re %,, oi�,,e ., wo di fi�, . o r 3), Cvr 6, Test relticr[T on. Air luffirration'Test, per FBC � TAS _202-94 Y _hC Wirld ?1`1es-Aire L oad ing per F BC_ TLAS 2 (])3-94 -Browit Coated (Painted or Laininared) AN- ite'Ri "d P'N"C" Extei-tor Emn-usions for -nospead the rise of mcti product or material witlim theirJutisdiction, RERreser,;es the rightto revoke this acceptance. if it is rieter-azined favNfiami-Dade Conimalizoduct ComrcA Section that this pleaftlel or material fails to al -on -a with marked -tip dra and insta2ation. diagrain sliding glass door,prempare- 2)L,uifbrm S t at ic Ai:- Pressme Ts- - per FBC. TA -S 202 -94 Windows and Doors". dated 082,1311 5� m-piring on 09/311i'l 9. bv Fenestration Testing Lab- Inc.. Test Report No- rn s 1 iiated i J;'O 7 �, 15. signed and 4. Notice of Acceptance No. 16-07 12.02 issued to ENERGI Fenestration Solutions USA_ wee t the fequirameass of the applicable bmld= code- scaled bv �V er Resistance Test. per FIBL � TASS 20-2-94. -C 4 This product I d a Iiiiis, Or t ega- P � E � 1,7 rep on r e v ise4 on 0 1 5A 6 and 0 22 4,16) 4) Larg-t'Missilee Imp2c* Test pef FBC_ TAS 201-94 Inc. farth-m -T_A_N3040 and Lighter Shades (Nion-ANti) Rigid FA Exterior n, approved as describedhemin andhas been designed to coniply with the Plonda Building Code. M, - dows and Doors- dai 09,lij& expirin d Prie&swe Loading m FB C - TAS 203�94 _g on 02ACO-VI 1 Win includine the H-Pi'v-elocity-Hunicam Zone- Test report on It Air infilirrati-C Tez_�t_ per FBC� TAS _202-94 vrh� War A N, ootz -tallatio pas 5- DE.scRumoN:,,_eri*s--_ 1 770- Ninyl Sliis. Gla ss Door (Reinforced) w.Tiii 9010 & 1350 corners-L-All. 2 Uniform Static Ak Pressiwt Test- ver FB%C� TAS '10-%Y'4 -along with maudzed dra ti aad ms iii diagnmas ot �Mvl sliding gins pre ed - 3J Water Ressistance Test � per FBC-. TIASO M_2-94 by Fenestratiou Tesring LAb_ Inc_ Test Report N13- r_TI_ 8552- dated 1104 1 5� -am-led and Itic. for th&,-Bronze and Ligi -Shades of Cap Coated Rigid PA -xienor M Drawin it No �'.N[D-53-70.0 Rev B. titled Sliding Glass DoorNOA sheez APPRON'ALL DOCt� A�E_s a - Exti-usioas for Windows and Doors" dated 009.1-546. expiring on 04,16-M 2 4) Large Nfusik Impact Test per FBC - TASi '0 1-94- 1 a and last reirised on On 1,,2'. signed wid sealed by ldiroui 2 of 21. preparedbytriatatfacturer.. dated K5=40 I -5) C-,chc Word Priessiire Loading per FBC_ TAS 203-94 7- Test report on DUnifutsaStatic AirPressure Test, per FBC',, TAS 10-2-94 Noi of Acceptance No. 1" 7 12.03 i&sued to ENITERGIFenestration. SoMi USA,, i 1 1, tjare�,Jil A, L'iiiiar Nfihec, P.E� � bearing die, Miatiii-Dade Colmrsir-ProdIxt Control PP141511011 Statop iiii the Notice of' InC, for thek �Whtte Rigid, PAX " Exterior, Extiarmits for Windows md J i5) Forced.FAiir,tl,i� Tint, BIC � TA S, 2 0 2) Lame Missile Impact Test pitt FBC, I A� i! 1 -94 per,F 1) lVirid Pre-iswe I oaIdeig, per FB,C 17,�1911 �13' 11 0&1 0A f- expaing, on 01 '1811, 1 & nualbet guid expiration: date by theNfiatili-DA& No&ct 10"Ictitrol Sectiol.- 3 C-mclic 03-04 I inoMmylshidurg,, glassdoc�cpreparea .1 NJISSEL,,E� BEPACTRAIT'iZG: Large and StriallAtissilelisipmict Resistant I 9M T 'I Rej� 11i No, Fn 8,946- dated 11 `016 15. signed and bvFenestration Testine Lab� Inc.. Tes alme nitli triark- -1jo drawtussarid irstallatiou d'ag of -,virryl slidnig glass door- piep3red 7- Test repon Nei 104)02-7921(A), 10-06�!YIO_1� 535753-09. perFAS. ME-84. LfiWta tio its. 1� I , OXt I See table i (sheet 71 and table 2 (sheet�) for appli-cacle SGDunit sizes- design press reinibmements rypes. sealed bv Idalmis Otteea= P_ E_ f i relyort rev ised. on 011 �0 4 1, 6 and 02 � 11:22 0 1 b , v fene s;t �r i tion 11 esul-ii, Lab Inc Te st Repwrt N., a I T L 66 38 (5atrtpWs A- 1 t bru A��2 dated AS I'liff . )1929 and ASTNIID-635� issued byEX �'A to Vision Eximsion forcellulosic 2044 composite mat Test report on 1) -Air Infiltral ion Te-;l � per FB C = TAS 11 19.10� signed and sealed bwJorge A- Causii P_ tU�ott,-,iitedtiyitler-VCt4.�Vo- 111- erial. .Ja5s type:-- 41-11 nser (see tables B- I & B-2. sheei% 7-8) and awhor layout 4-heeiss requirments in I I t1iru 16. (Subm Wd under _V0_-j No. 11-010 7 04) 2 P 4 gi d 'A i PVC - T=----- D 4 0 n - w bite) Rijd d P*%r C and Br=o-am c o a te d (?a u ire d or I - m 2) Unffifo M-Static Air Pressure Test. A per FBC. T' S 202 -94 610 71 04) __�whiteR=dPX7Ctobe labeted pet refi!reuo-ffdN0A*s requi 3) Water Resistance Test - per FBC� TAS 200-404 Q ffenii V Testreporton 11 Airinfiltration Test. M. FBc� U S 2__04 8- Notice ofAcceptanceNo. 14-0916.11 issuedtoKuramy Ammica.- Ini forth& 3. E�p-e-�s opi doors must cc=ply with min elm width or heielit pet FBC requirement as applicable, 4i Large, Nfissile imp2ct Test X FBk-- - TAS 201-94 2) Unifortri Static Air Presstire Teq-- m FBC, TAS '.202-94 (Clear and White) luterlaver-. expmng on 07VU S. 4, Pocket walls under sepuate appi to be rewe-wedby Build= offictal Cyxuc Wilid Pressure Loadbig per FBC- 1AS Water Resistance Test- per M - TIAS 202-94- 9, Notice ofAcceptanceNo.16-111 �.#I issued toKuraray America. Inc-fort-beir L,kB,ELr1ZG::Eachatia shall bi a pewsoneut label vk themam-tfactuives name-cir-los--o- Clrl% state And iienm and 6) Fw.ed Eat.-; Tesr, per FBC'- TAIS 2ii 4�1 Large N11-issiter Impact Test per TBC, TAS 201-94 "TrosifaM tltracl#ar. Clear and Color PA'B Interlayers". expiring on On&'M iigram I sliding glass doi pTqp- f t C- Appizoved".notedh c VMV 5', WariJ'Flressure Loadagper FBC. TAS 203-94 meta T 4TENIT'N"! �S I per FBC, TkS 2102-94 F" S'111� J, , 1, 111"t 5, 1 W REN`E111NNi,,1kL ofthiloS 'NOA shall bec.onsidered after a iii i5phication bias been filed and drete lits beat nal -,rting Lab Lic.- Test Report 'No., YTL 85 5-r. dated 124'f t� 15 signed �afx I S taterrient letter Of Confoilrinancewith FBC-5 1E, th'tion, ('10 14 mW FB C Idition chmi, ge in th e a ppliciii building c o d lie c e gati vely af fecting, th a pe -dz ct � t it e ga, R E, Jjest rep cit i re kise d on 0 2 1 14 6) - ird-up draiwingsand ilisitallai diagoiar of virryl Qidiuig glass door,, prepared s-ealedbv Id-alrius i alotig rvith= TERNMI�XnO.N'ofthi&NIOAwill occur afterdilelexpiration date ot if thete. hasbeea arevisionoi chanpin tte + Test report on 0.1rirInfiltratiou Tes:t- per FBC- TAS -1 02-94 by Fentsiration i! Lab- lac-_ Test Report No.FTL631" ��&Inlples A-1 thm A-.3)� dated, issued by- manufacturer, dated M1411,71 kgned, tk sealed by Lynn Nfiller. P1. z lettero - 1 M 17. issued br sactuteT ma terials. uze. an&n niaisislacmire o f th e pf oduct or piacew -N-lisuse of this *NrO-Az s, an enalorm-squent of any produci 2) Umfonnus SvifiL A-tr Pressure Test- per FBC-TAS 201-94 1.2 Ob,,10. stgned aw- searke-di b7�- k--.rge A� Ca=� P. EE (Sn&ndfted under.VOA A-& H- 2 Staternew A no financial interest, dated 04 yr matuff ru - signed for sale-�. adverti-s-iiiag or any otherputpcses shaaastonnix allyteraiiniatediis NOA_ Fa;b-neto complywith any se2led Vy Nfiller. P-E. 3) Water Resistance Test. per FBC. TA�F 10F_'-94 101 section of thi& NOA shall be c auw for ternination and femovai ofNOA, 4) LKize INInsile Impact Tm per FBC T_All� __ -94 3. Letter of lab compliance. part of the above test reports. ADATERTISFAMNT- TheNOAnurnber pfecededby the words- Mianti-Dade Counrlr_ Florida. and followed bythe 5 C-,r-- Wind Pressure Loading per FBr TAS 220-3-04 4. RER Test Ptaposai No. 17-0387- dated 0-15,0517. signed by Ishaq Claanda. RE. ') - ac r , CALCULATIONS expiration date may bedisplkyed in advertisin 61 Forced Entry Test. g1kerature. IfanypoltionoftheNTOAisdi, lwyed.thenitstiallbe per FBC. TAS 202-94 L Anchorverificarron cak-ulations and struchmal aa-,*�Nis_ C_Olnpi�* wirbiFBC-2014, -15,16 as fre Rates[ prepial-ed hy nt-TT- dated 12,,'09 l5and lasir rMsed 0-1, ��igned and sealed b done in it-, entnery, akon g w ith inark ed - up dram- -and histillation diagrami ct diding glass do�n_p Q OrIER 'I. Noticeolf-kci-xv tne to by Lab.. Inc_ Test Ftle Na. F'TL V548. d ated I �' 2 ilit"A 1151 sig iol anid Arj1dji�Qr 'LN'fahELj P r� 4ance No. 115-1210.01- issated to PGT Indus s. r-thietrSeries F (Sitionitted tinderNO-4 554.1?10.01,�, "155 -F&7 to- Vitty Sliding Glass Door (Reinforred) - LALI:'. expiring on 104,14,21 . Test rq, revised coi 0 i041 06 an d (1]"1" 57 ega-REJ a AS'V 3 0 fit re sliall be, mi,�,�ailable foT inspection -at thelob site, at there" I Sv�ildiog Official. 1:!iC�tj41lie!& vival �11,111El 0 -109, Ta This NO,A revises & relnem-. - W-A*21`010429.05 and ciousiat% ofthisil� a! el, a;ode,%%detx-epkmE-1. E,--).E-3. E-4, E-5 & E-6 "2q I. 0-hauda. pz� Isha R, I. C6043, P.E The wbauned docmeatatiou was fievievired by Ishaq L C handi P1. Ploduct C ennoi 'Cuir sr_w-mor Pro duZ r Courrol Vidt &up*rvssor Fraducr Croutral T-lit Superrisor NO A N 0. 11 - ft Z = A j No. 11-0110f.03 NOA No. NOA No- !i-0:W_1=03 Expl"tionDatc Apiri,114,ZUN �-Xvrrafiou&-Ife: Apru!=4�:u_b Expiratiou Dam: Aprizi 14-' .026 ExpirationDmes .44a-314,2016 -Af-proval D3 tc NUrch 2 20! 1 A"I.0-val Dim -Nis rch VC. '.Oil Apprara I Diii March UX, 202 1 Apprrei Daf#.March V A Pax* I E . . ........ PGT Indinuies- Inc. CGI Windows and Doors. Inc. PGT Indusuries. Inc. -NOTICE OF ACCEPTANCE- F-1-MENCE ST'B_'\ffTTED NOTI( JE OF AC CFPT_A_NCE EVIDENCE NUMMITTID -NOILCT 21- AL'( EPI.-N�I: EN'MENCIE S17jaM_aTEiR 2` Eildence Subtrurt6d vuidiet� revious sulltaitta-1 ,P 13� New Evidence Submitted 5� Quanex Pail' Suger Spacer Standard cornpl�yjng with ASTNi ii", 18 ni�,,,:rrtrail ill f1ii i3c, Vt 73, A. DRAI\T�QS 10.881 BTU-in,'ht. -ft- cT_ -A-Mof F 1249 1A7%,1TR-.rPais_ ASTM D. ll: 111�115, AkSM�d E, A, DFLN111"NG."i, Door 01A (I 1 1)'" lie I- Drmvirtg Nei. INM-5570.0 Rev& titled "Vinyl Slidirig Glass Door"NIOA Aiii 21W I_G_ Durability -No Fog -Pass. (Subndued underpre-16a, S Nt,U o_1540460, 05,1 L Dravivivig No. 111)-5570�0 Rev B, titled "Vinyl Slid irig Gla&s N LA !eTS er. d ated I 0,-f)5'1 4 and Iasi revised on I throi 21 of'-) L Prepared bv nimnitactiii r1irou'r; *f 'I prepared by umufacrureT� dd-le-d 10:0-s 1. 5 and last revised an 0-fl -'l L gh 21 c 04 2, signed and sealed by A. Lvwi 1%liller. P,E, 6. OWDeX x Part Duiav;eal re with ASTNI C-518 Thern Condiictivity 2_221 B711--is I sicened and sealed bv A- L,,m� Miller, P-F-, ASTNI F 1-49 -PaK-. ASTM D 145-4 Argon Penyiewce-Pass_ ASIM - with f' i Nore, This revisiou coi replace_�t of saw e installation scrc�� is licad B. TF-STS 2189 LG_ Dinabilirv-No Fo-r- ASI-M E 5� Dew Postat Developmeni -220,�_F in 49, hn- 1. Test fepi on. 1) Air Infilwatam Test- per FBC. TAS 201-94 (Subtaftled nnderA;64.Yo. 15-0409.05)� TEC B . Vision Extirisiorts- Ltd � Part s complying w ith PN C-AANL-k 3 03-13, Volunt an7 Specificzebon 2) Unifona Staiie Air Pressure Temr, Load-agper FBC. TAS 2102-9-11 i ov 1, 'None Ji lot Rigid Poh%inyl,C' de - VQ Exter or Profiles fc-- IrTision Extaisions. Ltd_A'F_Xl 31)%%'aterRe iance Test � per FBC. TAS 20-2-9 j b 1 o u 1P , i irr elkfiss�ist Impact Tesilper FBC. TAS 201-94 Proofile (I'll" erllifiiiz a, t iorr [_�-ogri, um. tSubmitted under _'V0A Not 15- g 5`11) it 11),citic, NAI?iti�(l Pre, Loaid �ibig per FBC1 . TAS :� _203,94 al oirg ;v itli niark-e �,Il up draix ings; wid inioa, llati con d ram o f a Il PGT Industries . luc S V Isicer E,Xtjl� 11si011-k I td Ps'll S c0lllpl�Y"111,9 10V It 13 1(.' -A.AJIUk� 3 03 -13 (D representatni units listed below and tested to quaffly, Dowsil -1 91 and Doi 993 silicoi i8iflint fileet under.VO-4 15-0 109� 05) pre-pased by Fenestration Testing La Inc.. Test Reports No- - 9- Pi.ANLA 303-13, Voluatary Specification f�or,Rigjd Pohnvmyl Chloride (PVC) E= D. QUALITY A SSU, RAN, CE 1. _M=iii-Dade Department of Regulator,,, and EcouLDMI-C Resource;.� (RF-R). FT1,41897. PGT PW5520 PVCFLxed XVindow (unit 6 in pnWW)� dated 0_0,iO3,44 Profiles for Vision F-letrasicas. Ltd.ATEX-1 by AAINLA Fetiestintioil Extericur Proffit- FTL-2CL2107.1. PGT SGD780. Sliding Glass Door 6atat proi FTL-20- Certi5cation ProgatiL T - 21r,.2. IPGT CA740 Alum Otirs-i Cjsement Window (unit S8 in proposal) FTL-20- 10- Notice of Acceptance 2--ii 184217.14 issued to Eateritt Fenestration Solutton_ USA_ lw- falf E� --8LATERLAI CERTIF ICATIONS -11073, PGT PW7620A Ahw�aum Fftxed Wmidow (unit 9 in propoi and FTL-20-2107A. their --Tan 3040 & light shade (non -white) NA-lifte PUP-d PVC Extedor Extrusions ,:air L Notice of Acceptance No. 19-0305.02 issued tr0 Kmi America, Inc. for th& > Lviss Intertayers . expiring onn OT09 24- -%T PI.T.7620A Aluminum FDxd Wiridow (unit 10 in proposal) dated 07�131120� all si d Wmdov-s and D oors cxpimz on 02 -04 ��'2 1. -Trosifou PC - I q - 0 and sm1ed try Idalmis Ortega. P.E� 11, Notice Of Acceptairce No� HAMA-! issued to Enerp Fenestration SoMroji_ USA, luc, for " olice of Acceptance No 17-0, S08,.()11. issued to Ktuaraly America, Inc- for their at_ �rn %Vhiteli 4`;, ass I g cii� , 0 T04! - d nterlaven CXPM .� 11 -s their series INlite Rigid PW Exterior "Urn'ttsions for XM dowsand Dooi-S_ ex ic� on AfAR 2 > C . CALCULATIONS laoffivft� S H' I Natk���e of Arttp:it m-ce No, 1 411 0105., 11), issite'd tct Vv�iiatl Extrusions, 111.insited for lheir'*Bro�a,n AF 'S Aiii verification calculations aand structii ;uulysis. conipilyitig rvith FBil(` 71b 201 3 a `--ohition, US, A. IRc. iftir Coated (Tainteil lie Rigjd PVC: Exterior, Extriiii5ions for 11'Judol'i-5, %WOOF 12- Notice of Acceptance No, V�6-02 1A sued to Errergi Fen-&ilnatva Edition, (20201), dated 04:'_')')� 0. prepared, jky matnufactliser- signed and sealed by the-rir -Bronze & light shade cap, coated White Rigid PVC Exterior Extrusions f arr and Doors-- tx1tiring Oil 09310:24. AnthoitarLymn"Nuer, PZ M -. - Windows and Doors*". expiring on 0*16-25. 4 Notic e of Accept ance.N o 18 -1106, 11 i,�sued t oXT Extrastorls Li"ted for dx wi series Z3 - shades Rigid Cieflul;ar PI-C Exterior _0 2. Uhzing comphes �vithASTNIY_1300-04.-09. -12 and -16. -VE 1000 Tan 101 aud lightei Virtual Review As ist, Inc. 2 F. STATENEENTS Ein-u-s4ons for Windows and Doors-'__ ex on Plans Review 0 D. QUALITY ASSUI &kN CE completed and approved for compliance Department of Regulator y aust Economic Resources ,RER). L Statement le"er of conform-ance io YBC 76 Edbdon .20- 0)_ dated 04:2220. IsSued by with the 2020 FBC 7th Edition manufacturer. signed ano sealed bly Anthony L-miaNbil P.0 F� STATE.Nff'_N TS h.Y Ilebra Annie Klahr PX2300 E�, ]NIATERIAL CERTMIC" ATION-S 2, Slaten=rlettef of no f'MMCW interest and of indepeudetur- issned b,,�, Ilianufacnirer, dated L Statement lener of conL-mviurce to FBC 71 (1-0201). dated 0LGV2L issued by L Notice of Acceptance No. IMM-5.02 issued to Kuraray America. Inc. fortheir 0-41ti'M sig ried atid sealed, by Anthony L�Mu N-IiIier. P 7 U) sqn k _: 1� I � 1� .1i xat 3� linv�,ste Libefirig Agreement doCjjjjUqjt betWeen PGT t , ee a Trodfolli Utrraclear� Clear. and Color PNB Glass 111terlavers". expintig On dazekdl` a���id ed Ir all. r5tilt:2,11!, I.Abel'bi.eg �i geemeni dL�died 031-10,32- N PGT lgidrtirnes� Inc. aud CGI Cz ffmg. on behalf 0 involved paille& 16111111� itrill M s, atri�'! Docj,r,ii, sigtrei�l b�ini�, Ditan'IN11 �11t-L P-F_ VR Eugmit f tio�!Ii a 71 1. N, inice of Acceptance No , 17-0808.0. issued to Kuraray Ami hic. for their G. OTHERS SpntryGlast (( lear and Wbite) Glms expi Mig Oil 0T,04,23. 3� Notice of Acceptance No. 18-1106.10 iswed to Vision F_xrrusiow L-uiwied for their L This N'OA revises NOA# 17-041-0.06 (PVT w:'CGI) arld updates to FB( Z020(7 Edido-UL G_ OTHERS We -CA- e. V-1ring 04: --Brown Coated (Painted oj- Laminated) White Rigid PVC Exterior Extrustions 0-4 2 1:211 1 " I This N OA revises J& renews NOAi- 20-04 _`9AO; U i�aV -ent az 4: `16. for Windows and Door�-. expiriiim. on 09,30�24 2- RER Tm p f o po s9s 19 -11 -4 -4 dx ed 10 1. 10220 a pp roved hy I ss h-aq I Chouid a P -E. e �xpkingg- 2� The curr &Gciated PL-k CGI file;:21-0205.01_ expi 04 cz 4. Notice of Acceptance No. 18-1 106-M issued to Vision Extrusions Limited for their t - 0 series VE 1000 "Tan 201,and lighter shades (Non-Whlfe�- Rigid Ceflular PVC 041421- LLI Eyferior,F Xtvirsions for'A 'hidows and Doors� expiring on 122-10," Ar In v; (D LhAq L Chanda, P�E. I z L.L. __j ch"i Prod;,vt C ontr9l"11 Bit S urmenn L 10T Prtwjucr ("inutrioll Vuit,Saperrkor Produd control umill SUPQICTV�or NOA No�, .140.0�10134 10A Nci� NOA No. :1-10210iF.0 Erpiration Da ta; Apr -it 14_'426 E347irrkdouDaic ApriI14,'42.6 _j Expiratiou'Datc. .4ril 14, .10�6 Approvat Di w Nlar�Ai 2.4-.20N Approval Witc Marek _10-1 s AMovall)-atet. March !S*,!0:1 E 4 E -4 SHEET NO. A August 10, 2022 PA J7 �11LT I I I I I I I i 1 1 17 1 F I MIAMI- Cf) > C) C'- NVAMI-DADE Cl UNTY 0 0 ";'ULATORY�Vsla Clist-Crcte I �S,A, I.A.' ('�u:,jt-(,-rete I -N JLC Cast-C"rete US,83 LI,C` CL DEPARTAIENLYOF RE(. k E , S, OL,R C F, 191 �,� SW if, secv�, c')0w 111% E("ONrr"]C -S,-RER) BOARD NNP CODE ADMIN ISTRATION 01VIsION ?o i a all a 3 3 7 5-2 4 7 4 I , (3) 'a C/) N0'IKJ OF ACCE]"TANCK EVIDENCE sup-NarTED NO-11il OF ACCEP"I"AlINCE: EVIDENCE St;BMITTED NOTIC"Ll'OF �ACCEF'TANCE: EVIDENCE SUBMITTED = M -M NOTICE OF ACCEPTANCE (NOA) = Cn (3) -0 Casr-(.'rcle 1,lS, A, LL C ENDER PREVIOUS APPROVAL 1"01.33-06055.04 3. EVIDENCE SUBINJITTED UNDER PRFIV-101,��S APF'ROVAL i2-0209J2 5. KNIII)Em."ll: SERMITTED UNDER P REVIOUSAPPRON'AL # 14-0903,�03 0 0 q- - 6324 County Road 5779 l DRA�A`INIGS A� DRAWINGS A. DRAWINGS 0 = Seffirer, Florida 3355,S4 1. Drizl N IFF14612. fided "Precrof i PrP vires�ved L intel Deoilllv sheer 1 1, Tea-tvi At-, T7)4612� ntled sheet Jqf I Dralvin- A'0= FD-1612, fided "Brecasi and PreStressed Lintell -Details" sheet I of (7) d hr, Cra�,,- Parrinu:R E,, dated,41aroll 2-fa 2t-)(J3 an.a.l. raolng AW L74612� Jhkd "Cast-Crele,f "� 01 - -edb -aigParrino, IrK, daren"A-ho'ch 24� 'IlM � u prepat ano! L raivit No 1, dined 03/z j 24/03 onel Drawin�g �kt). LT4611� jilled "C st-Crens 4 6 (1z C/) 0 > scf)]F�c� 6" & 12"I,Yntel Safe Loced Ycebles",sheets 11throu joresn�ed ey gh-- t" � 6 rttk'�� "alle L l: Tejbfll�s" sheets .1 L:�ltu s" sheeil -h 3 q 1, asirevision dated 0617- 14� - E W 0 Ilos NOA is being issued under the appli-cablIC governing the rise cfconscrtwt,�on triatcrials, raigParrino. P.L. bout r far ch L) 4. 20'0-1� last flo-caeah 3 tl)l`,�?, preiiareo bt, Clruig Parrill I' EI�L, daledzV d `rg, ig Parrino, 11, E- on 001 Q/144 'Ffic documentation submitted has been reviewed and accepted 11" efianii-Dade ount-v FUR- Product Control d1l ings signed and secdel,J 4 ll.-Ipl%ll,�7 P. E. -al lov at u "arr. re, vr,Y ton wrm- r j J ino, on U) Section to be used inMiapni Dade ("ciont olher l� hin y and �rcas lvher- zdlcme,A b.y the,llkLfthority Having Jufi-.dic-t' R, TESTS (AHJ)� B. TESTS 71"llst report all "fing,on 4 ;6:" tt�'� 12" prevlz�ll 1, A"one This NOA shall no! be valid after llra dtirc �tlaled bl 'The Miarni-Dadc CouRty Product Control Section (In Miami D-ada Crelpty),ind/or, Ilre'Alij (ini arcas other than Nliarni Dade County) reserve the right to, have L'gL`1'X-ui-('r1 riloll 01i plepcovel B. TESTS C� LC U LA T I ON S IL L'tticulothins for Cast -Crete dated 0-8/19,201A gey 14 V1 through 14� '36 this Product or materlikId tested ka- quallly lrs� urance l3urposes. If this product or material fails to perform in the Sill k�l, fhzllwn, J", E jvq acceptedmanner, the %vd'l incto. the CXpeaSe of such testing and the AHJ noty immediately revoke, C. l7w prejxirtol bY C ig Farrino. P, K, s igriell evid sezzled 12), Craig 1`iprrino, R K nosdify, orsuspend the ljsla:l4SLlsh ]etQniwj let material Nvithir� their jutisdICTIM RER reserves the rlglo to revoke this acceptance:l ifit is dercrtil by Malrei-Dade C'outity In ucl Control Section plot this producl or material C. CALCUL,lk'FIONS 1, �,'a�l(le,,�i�,�,�ti�oi��,s,,I�.,,r Liluels" l! h lied 05,v`2 9,1) 1, kSSI:�RANCEl 1). QEk1..ITV ASSIJRANCE gulatory and fi--- ntic Re, County Dejartment of Re voutres i'lads tomeld thervquirenrents ofthe applicable building code, pterrino, si�,,,ned cunlsealedh.v Craig J'arreile, P.F!,. Ircioll 9 1-L,n,,,4rclruneni, ariel Reguintorilil v 2, dcaed'05/29/03'. 140pt�gcs� Pdleparn,H5r( E. NIATERLkL C'ERTIFICATIONS I'his 1,��ll-odtxt is apprlived as described herein,and has been designed to cloarply With dre Ijjgl-�'Vtijr�City -1: Signed and sealed hy ('Iraig Parrino, P, E- N1,ATERIAL 11 i. NOW?' Zone off -he Florida Building Code. DESCIR-TPTRIN: ( Cost -Crete ) 4", 6" & 12" High Strength Precast a nd Prestremsed Concrete Lintels D, AIATERJAL CERTIFICATION: F. OTHFR "� "Ilm-ast L Cast-CrVie kksch- Prct�cnt 1, hirebi re vo;, On uzv- 1, I F' R J. 1,eder Cast !,TSA, Inc. dased 0,:3Y1JMQ0J4- (T b,Y, A,PI`R(,)V,kL POCUNTEN-T. Dratving Ncl� 1`11"),161 titled and Prestressed Lintel Details", sheet 1 of 1, Quality i'vlachine 'K OT I -Crete Sival and tooled I - i prep ared by Craig Parr hio, RE- dated March ' 24, 2100 3 and Dra%v�lng, No- UT44 1 2 ;,, titled "Cast -Crete 4"� 6" & 121" 2002 I 11, J'rciier from Calvi`=Crele (".'orporistifnt, &-lard Frehrucery 0-3, 201', sl ondscalled Parrinol. RE, Cert fA -in.- I Lintel Safe Lead Tables", sheats I through 3 of 3, pi eplarcli by Craig I'llrdiro P, F- dated March 24, 2003., last 21 Cast-Creie Qieelily.�ytrelrt l[ersuzz.1-for Preue-vxsed Prodtrcfl� 4dose(12002� .111, raw I'arrino. P E, rorn0lelloe vllith lhe� ("oda� 2010 CI revision dated June 121, 2,014l, all slgnied loolsealed b.�� ( lrls �g Panrino� P� E., on January 22, 2019, all hearing the Miartri-Dallo C�,runty 111roducI ('l�qflrol Pcvision stanip livtth the Notice of Acceptance ntariber and the expiration 2� EVIDENC'E SUBNUTTED 1) 1) Ell PRE S APPROVAL 4,08-0320.09 j"wition. JBN C EV -NCE SL 11171'ED UNDER PRE (RIS APPROVAL # 17-0821.18 A. DRAWINGS dato bs, tbeNfiam'-Dade C( untNl, Product Control Section,, A. DRAWJN( S LTS 4. EVIDENCESUBMiTTED IJINDER PREVIO NPPROVAL 9 13 321( 1- atilne- z M�ISSI'l.t�IIN��IPA(�TR,��'ir,'iiN(,�,,��, Large and Small Missile Impact Resistant I Drowing N'u. TY),1672, 6ded "Pnl ano' Ilresiressod I.mrs] Li',,laus'. vite-el I nf J� A. DRAWINGS F"Aach lintel shell to;ar a ticTinal--cat label with dae inan-LA rut-ers name or Inect and the �',,Iiauli-Dade 11 1 0 i - ("J.,l l�,, Pelrr�rlo, P� ll � 11aled AI in -1�l 200T, �,uld j)ro-e i�n�r AV -fTJ6'2 h �, �- , I , & TESTS Comity lcuso, Rk�KEWAL NOA lie been fi-led been 11C C I - � 1 I ll )'eje 4 "1 1` - Line,/ sllile L,-& I dlrfwe,� It c', J preloared by 6 " - I ", 3 "t r - Pelrl-in o, 1'. Ill, 1, choo� I 111irch 4 rrj-)- Nlsl �'6111,,ihin dfacd U'l I 1� 20al TESTS 1, W ofthi, shall considered after a renewal appiicatiollihas and there loo; te) C CNIX U J.,XT I ON S Cglarligc in the applicable building code negatively of n2. I lie 1-�Verform I a cc 0 F This ppnodw � B. TESTS 1 .,'Y�Pne I Alone, TE R�NIJNATION of- thi s N OA w i 11 occur after tbe expill i on do te or i f t 11 ere ba�q be,-,) a rev isi o n o r Chao a l: i 11 the uraterialv. use- and/or trumultacture ofthe product or process, Nfisuse of this NOA at- an endorsernelaof any C� CIALCI L,1�k'ITONS D. QUALITY ASSURANCE pro ot It �0 --ductJ sales, advertisina- oranvotherpurfalses, shall atiboinatica tv ierrideue this Nk- (% parrallenj Ll� .1 Evoncunlc -Ri- inat, Ile Resi unces, (1ZE - anysection ufthisNOA shall becarrsefar renninolkxi and removal ofN , sr, _ae f1 Q Ir l /itr I"I lkSSjjfk ADN-TFRTISEIVIFNT� -The NOA number precedied bythe lvl.irds Nliami-Dirde CouotY5 Fosridar� ZInd followed by D, Q(`A1.ATY ASSI. RALNCE I Bill (RER). E� NIATERIAL, CERTIFIC�AT IONS the expiration date ma 1, be displayerl in advertising,, 11terature. Ifany Portion of tire NIOA i�,� displaA-ed- then it shall Courify Buildh�,- Coall, "lompliance (,-Wke, No'll e be dolne in its enfirety . gr`I�`tlrTER1Al' CER111"ICATIONS F. 0 THER INSPEC"11110N, A,cclpy' lA'this critae ed),A shall be presided 10 the User be tire latiolifaCtUreT Or itS distributors and E. NIATE�ll CE RTI FICAT IONS �7 j f,`,"folnjh'kznce Letter o4th 1he Florida Ruilding! rtde� 4, C4,'jSt-r diall be available f��r inspectkin at thcjleb �sitc at the request of the Building Official, 1, None. Crew [J'SA Inc dated O&W] sigeted &sel�dll!d 1�y Creri,�T Pari-frat, 19-01,50,14 and consists of thiepage L evidence submitted pages 134� &2, F-3,E-4and I.1-11 as %vefl as af prolral doceravro mentioned above. lelary A. P1, "vLS. A40ni� P.E" The sofenitted docunientation,xn.,,,-� reviewed by Relmy A� Alitkar, P-E,NWS. --1 -NlAkai� A-Makar, ws. -filliny A-Makar, P.E., M,Sl, Product Control SectionSupervINOt' F, rotluct cloo rol Section So pervisor Produel Contral Section, Supervisor T NOA No� 20-0630,15 'AM WEM b"I F Expiration Date: ptol 112tj,� NOA N it. 20-06-30.1 Expilra tion Date; 09111il NOAr No, 20-0630A5 Explration Date. (K011 1/2023 NO,A No. 20-0,630-15 E,,%piration Dlitet 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 4pprll,tiol Date: 08/2fl/2020 Approval Date. 08Y20/21020 a Page I l E E - 3 Cast -Crete USA.. LLC Cast -Crete USA, LL_ NO'riCE-Ol.Fl,",,"Iilllkllf''"�(, r,,,P,TAN(.,E: F1,"IDENCE SUBIMITTED N0110E OF ACCEPTANCE:- F--VIDENCE SUBIMITTED 7. EVIDENC'E SE1011'11'TED UNDER JPREAII(Yll.;1111'� AP1`14A)%,'AL# 18-0424.04 9l, NENNI Al DRAWINGS A. 1) H A WI N( "S 1� None. 13� Tt'l 13'. Tlll"�S-11 "11 (.'A1A.JYLATJONS CAL(IJLA'I`10Nl�pt J� None, I 1�ione- IL QUALITY ASSUIUX-NCE D. QUALITY ASSTJRANCE L 4,kharni-Duldi. Couniv Derartment of Re-allatelty and f'eonol Rem�ulrcvs l'RE B). L Bt:AYiivl Dode County Deparitnent qf A-Aulatorysnd Economic fil'ssolarces ilir,'ER E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. A"ro'C5 1 Afl F. OTHFR i� (,unpliance L art er wit h the 1� 1,1ril Bu ddiaq 2 0-17 F(Irtion, il,s urid by INI - F. OTHER l�l injol itince I., v)ter i vith f h c, Florida 8 t r dditTg Code, 2 01 7 ion, iss ut,41bv t' I - 1 _ring.�PlZrrino, Crete ("".S4, lil dared 08Il'0&:`l17 sisii:ed & settl bYl (" ' ' 11, E, Crf 1 �;'S`A, Inc., daled, O's, signed sealed h Cra�g Plr.�irrini a a R k' 8. EVIDENCE SUBMITTED UNDPR PRE'ill'IOLS A.1"PROVAL 4 19-0130� 14 A� DRAWINCS 2. 2020f.'dihon, k--suedhvC.'as1- ("relitz P,E. Cz > Drcni,ingka 4612, sheet I q1 > .11)(1111ed h1v C�o� Parrinli, P'. E. � dared Afarch 24q 21003 and Dtavving No. LL 746 12, titled "Cust-Crete 4 tk`� j-" Onlell(Sqk],ln rd Tables ". sheets I thrclu� h 3 r f3, prepeired ky (-.'llllig- i'arrine), fl, datedAdlerch 24, 2003, last revisitle? dlellrddzorll!� 12, 2014, all si�,,ned lind sealed by Ctl Parrino, P,,E,,. on RAR 2 5 Januarpi 22 2019 Zg23 B. TESTS 1, None. 0 1 C, CALCIJLATIONS 1� A"orte. �r ual iPW A--- P of Virtual Re ansReview ViewAssist,inc 0 U) D. QIJALITY ASSURANCE for Compliance "Pleted and With *4 Cz 1, Be 4ternef-rkide cindEle.-lriomic Re, 'RER appro by the 2020 F8 Ved Debra Anne Klahr C 7th Edition AP K Z E. MATERIAL PX2300 1, ivol l k: I CL F. 0111 ER a naine l��Aange. 0 LiJ C: G",Aecv A.Makar, P.E., KS. h Ij z��X Helmy A. Makar, PX., M�S. Product Control Section Supervisor Product Con trol Section Supetwisor 27 NOA Nol, 20-0630.15 NOA Ncl 204'r630A5 71 Expiration Date: 09111,/2023 09A 1/2023 Approval Datie 08120/21020 jkpproval Uatc� 08120)"2020 F-4 51 SHEET NO, I August 10, 2022 Pill HA 1,5- I I[- I r I A -- I- -T li I I QLLFT 9W TFR A- T4,LrT, JR,, F.E!. DATE: JTjly X 2021) PRODUCT CATEGORY-- Shi.dWs MANUFACTURER- LI-C, 41W S�W. 51 Street Fhinda33314 -1, ,. NMQ$_E_0F_E.VALL1ATI ON: This is a Product Evaluation Report nerhod by'viefter A. TRUL Jr, P.E. (S'ldlem ID # 1@016) In the Global Protection Products, LLG, Rule Chapto in No. 6 I G23-3i Method I OF of the Florida Department of Dust nerns slid Proliesegartal Regulation, This product Is haling an Evaluriflon Report as described heroin, and has beeir vairified for hit accordance the 2020 Seventh Ediflori of the Florida Sulklipti Crace, add W %alify that the product is for the prpose Mendod at least isquitesent to Plot required by tire Code� This Product Evaluation Report sinall tit., subject to review and resliskin ineare, of a Sufklng CkyJa change that may affed- as limiftabons and con4rhmis Z�E�M�Vfflff _0: TF 2-1- PROQUIPT-VALUAMON DOCUMENT DraMag lI 20-1176, titled "20 GAGE GALVANMED STEEL �ST'ORM PANEL., shealsl thru26of'26praparedbyTilteco, Inc, � ansisealed by Walter A. THIlit, Jr_ P,E., dated 07128/2020 This drawlnp IS an Integral part Evalvallon Report, n A tI 441,67 IIifallhreRE., 0 2120 F.E arid No i&Z I datet) .1 20ON, Treated 6, Tmd Henri P F, Les! Turned lho� aCib-197 oy QC signed arld canted by Fratrif. Grate, P-E. 2-3- UCTUIRAL EN3!NEERit4 IOn 2.0 Galseadead Stli Spots Panel fie, allas maTumun) arichew spaCTen VF dosign bad and langth bases on national and and IF,, 11OM2 on 1619 of the Norda Code, �"y 'd by crated 11103018 and efin d T If iFf� i L�Pee missile under 1626 or T,S,r5 201 Prolaro�, I VVIND LOARfS RES' V E-1 '110 I'M I 11PS lWal !I Fffis le I fIas Tie I [Termallp tun as 260f2bof sheets 8, flti 11� 14, I 26 26, of, PToduct Docurnen., IP F.r--, 15L INSTAL THEIR: Installation shall be perfornied strictly In avc,ordance M-th dete4s indicalend on Ishould, 3 thru 10 20l 23, '24 and 25 of 211l FivaluaVon LW' &FIT (P.E.D. drawing No. 76, a1I Widicated on Sheets 8. 14, 16, 25 and 26 of of (P.E-0.)l, draleirva No, 20-4-AlL in, 51 I AYFATZ� ff,nn�nl T'I Fl� R� Y, 'An, IIFLIF-,FV 4 IFITInIII IAI IFITIIIFtIAZL IIAIIIT n: III AI Aff F1. T j FTFn 9: I In ITITI InnF TTFIIIIIITI In FF.: I II01 IfIIIIIfFT 114� IInIIF6e IAFWVIL11 I III IIIIFZA A16 ARA IIIIIIIFlow, IIIIIFIT IIIIIn I I I InFP IIIF I 1: 7 did: 11 In, IF11 I'lin IFIIIFE IIF 's Ell IZ' IIA IIIinIIInFITIIIIIIFAVAEPATI LA04 SAI R� pifini" SAVYYFAA FrI 'AaEL IflWe DC-,y P,70 YAAI Q,x �AYKv IT� FAIII scr� I11hr" TAAYJAl enIA r fATTO IT) GAI G,411 IT Fz InLORAL PRTl1ECNON PRoDucrs, LLr-.' I 6,-MA-TERIAL HARAITER TICS AND SPE-CIFIOATJONS: be strictly In accordance with General Noves and Componardsi, Mtea-uted on sheet 1 2) and 22 of 26, of Produc Evaluation 0 1 , acumeni (REL D., drawing No,20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evluation Document (RE.D 11, drawing Mo. 20-176 he raduityrn Gent,firal rvaten loo I � a few 14. inicated I of 2lO, s s General Notes In 1. thru 4 and I I thru 15, indeopea on shaf I of 2h of (RE IIdrawing No., 20-176 prepared nlhaso, Ngne<i FI Sealed by Waftf.r AL RE T2. may be insothed HIGH ZONES s d0first(I 6int secif0ins I 2 of the 1"Itted Proftocl - only Ce Into pcured frarne I'Miduct Evalualkin Report prodaired A T4W P E, On 441671, President off, ifter-ol Inc. EN A44167 f inIIF Et L L � 0 If', � !� R XJ 72&0 a C: a- COMPANY 'Rof)UCT- EIVAILUATION RET REPORT NO.: 20-072"T,y)-7 RATE; Afly 27 � 2020 PRODUCT CATEGCTFRY� PRODUCT SUB -CATEGORY, Sterni isenTels PFROUFJCTL NANI 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTUFtER� C Street 1-FI) R_PQSE 0EF-VALUATION: This ProdFol Evaluation Report issued by Wailter A. Tilflt, jr,l P.E_ ISysterin LD # I 906) in The Global Protection ProductoA LLC, Rule Chapter dha� fill G20-3, Method ID of the Fharlda Department of Susi rusias and Prof,*wiam-it Ragulefirrair This product Is being sedn Repoill as oescribed herran, and has been varffled for in - eardarice fee 21020 afthe IstFloridir Burkina � I to verity *let the for the purpose at feafa to that requited by the GoII This Product Evolueacin Repari shiah Lie subject to review and revision in case Of a EnAlkling Code chandla that may affard: ift limilimlons and 2, EVIOENCE-SURMIFT-M, Df awitio No. 20-1 75f titled "24 ANTSE GALVANIZED STEEL STORM PAREL', I thru is ol 18 prepared by Inc, notned and sea6c] by filialter A r IfIITIfNAV 36th'itanifl, �Il Int Honda ni I R -COMPONrINTS FOR REQULAR fJFE SAFTTY ZZj�_UQRn: Larg-0 11rusictfoad tests WFTFO performed under &STO 12-De standard as section load 12 of the Florida Building Code, Uniform static loads as por Section 1 her AGTM E-330 Test reports isisparod by American TesdirlN Labol'South Flonda, Reporl#0814 01-01 crated by Olilliam R� sormaer, P�E , PIF � arm Horni, Hattern, P,E, and Report No. W'19 01-09, Voted Februarl, 25F 2009, slignad and slowed by Echeloned rimapada, P E, and Henry Hatticirm P E 1-a rge missile impact end Cyclic per, PTntrfch.I i0l TE 203 aspior 1609A.2 Of the Florida Code. Test Report imspAted by Arner can Tooting to a afF $or,#) Feworl NOA dahod Noinerricar23T 2010, signed and soared oyJui-q E_ Gonzales. P�E ga, by Or. dated March if 3, 2009, Inec, and eshed by Frank Grate, PrE, us neASTM E-8 and Tensile Test as Per 00 MeWhaolishil Paper? No, I GKIM-11;U3, dated December 1, 2010 Tegned arid Sealed by J RE � as per AST&I E-R� Za, STRUCTURAL F14GINLE _JER -LATLONS 24 Gage Gareartzind Or Sol Starrin Panel for maximum issued length fine wind I Ties, as -44I air maximum ancho r spacing vs. desig n wind load and panel baeon rational and comparer6lite analysis, and in accordance with section 1,604 of the Florida Building Code. Calculations prepared by TUDICI f nIV:, - � I 2h 811 0 add 3 (for this signed and waied t�yWaIter A Tillf, In, P_F_ Z.-MIMILEIM-WEAC-T-RF.9; 3�$ ANCE: T Large missile Impact under section IW9,1,2 ofthe Mand Braiding Codys- as per SST'D 1 2-99 Standard and TAS 201 - 4_-WJWL0AI 24 Gage Galvanized Steel Storm Panel has been arifieff to sustain efind pressures. KMAlrnum panel raralth shall be s indicated on riderm 3, 9, fild, I 1, 12 and i7 of 18 of Product Evaluation Document (F.E.U.), drawing No. 20-176- kriaximum Anchor Spacing shall be, as indicated on sheets 5, 91 10, I 1, FlF3 then IN and `18 of 18, of Product Evaluation, Document (P,E.D-), drawing No, igr175� 24 Gage Gallmlibeall fSlarnin Panel has berin Verified for dece compliance to SmOr as a non -porous storm assembly, as flat SSTD 12-99 Standard. S. INSTALLAILOM Jns_t�iidtran shall be peftnead strildly inmn7dance with details Inicated on sheells3thrue, 12thrul8ofl8,ofProd,uc(Evaluat,�oriDocument(P,E.L),I, draining No. 20-175. Minimum separation to glasss 0184 be as indlicated on sheets 3, 6, 13, 14, 1 5. I 6 and 1 8 of I 6� of Product Evaluation Document (RE-CF), drawing No. 20-175. -6,, MATERIAL CH Shalt be strictly in acic,ordance with General Notes and Components ebeet I and 2 of 1 9, of Product Evaluation Documeni drawl ng No, 20-1176� Anchor specifications shall he as an sheet I of 1 8 1, of Document (P, E.Wf, diterwing No. 20-175, 7-LIN ITATIFONS-MR0 �W N D I[TLQNll5 9 F. 7� 1, Shall be strictly irt compliance efith General Notes No. IS thiu 14, freficared on'shreal 1: at 18 of Predict Evaluation (P,ED), droneing Nie, 20-175 proposal by Tilhiscia. Inc. and signed and Tested by Walter A, TlIfft, r, P,E, 7.2. Product shelf not be litstalled within HIGH VELOCITY HURRIO ANE ZONES as deflied or, section 16202 of the Florida Building Carps� 73. Peoduat shell only be installed into poured concrets, concrete block, and rancel parials structurmq�, Product Evaluation Report edby Waltio, A� IrTIM, Jr.. RE. Florida License NcI 44,167), President of TAisco, Inc. ITYAN L flj� L7r ITTTIIInIIIIIIIIIIIIIIIIIII'WELS W/ IIIIAll FCAI �I sACTiAI As IIIIIIIIF(D4,/' IrE If-LR I a g2k EGEll _MT _Z�& M C4 REYEREFE STAI 1/4, 2/4, 3/4, 5/5. 7/,5, I1W,I 2W/10, 3W/TO� 4W/10, ISW/10, sili/011 IIIIRE9QLA& IN LS=� ATLQM _SMRM PA E� -LEY-j KEI ii L ITV r n: TM� f-LAI IItnIFITSWUM IAIA' I IE ifth tIIITIIiIIwROOUC-T:-,, CRNNU PRODUCTS, '_C, IL _S�7 M f �� I __ A-_ - _57 G 08,iL PROTECTION LICJ IFI > 0 0 0 (D 0 0 CL .0 0 M C) > -0 E OS- (n a) " (n 0 CO C/) z z W mi IfNTA l_y"T'jdQ 0P CQNCrZtTr BLOC'k, S T P U' C'IU R� E COICRETI= bLrXK ce MICE I-N5TALLATION DETFU [WA_R_.EANELa�1__*__U AI F'. ___r rl - I -1 � - __ r At IINTO EXISTjNQ ICRETE BLOCK. STRLJ�,TUES OR QO.L�l�'�--l�l�--'I"-r��---�.-�.--.-�-.. N RE IFIINTO E LS 1F_ IIIFICn FITfIIIFIIIFIIIR IIIIIL IC_ IIIIitIIIIIIIIIFX III,zr CIO IIIIIIIr InFAIIIIIIIIIIIItIlIIIIIIIifIIT IIITTIIIIIIIIIifIr T FIIIFOR 01II nt S�Iltftu ON IF it. ......... 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ALTERNI R ALIERHADVE R I IA::T.'d FUNP fl�Z _ I ALlE 8-1AW KATIA_&_�_�IP_l A -- -- ALMITIVAI R-2M i IELS 0 UEE SAMa PME L`NVV__ � lVi I - I ; 00 �frl I Q T, , Gil I N-1 L. L"', r1 — V_� NNNNDI� "I = 1�7�_, , i I t ; _QL_1T_1E!__1AfM__fAOfL __RM.LA9_?AK_L_S A_Ju_rE =22NEll�JE11hu:11l. : , 1 41 �, V. TKIS SALA. - I 'T"i"... Al I w� Ty , i., ; f I i � ll� 'Lli ", I - "l � kz;"'Ill . � _w&LL_Mp_vNT_TN_Q5 WALL jdQq_Nj1", I 50� '. ! � Q$ � WALL-MONDMi . `-, _ - , i Vl-. �/,l - . L '11,11111i.1i - I szA,.E:.3/aNTi - , v ANCHOR 11PIN i ,,�,,I�.z -vi;% sc,i 3"a-7, N-IL N; Mi�` Elil �p w . -.r�n I E L VI, tk� . ,li� /� "'I ,,, � i \)F- ..� 1-1 = ___--ji A 11'�� .., 'i .V.-, 1-1 � r' . . S .--- .- 41 1 � .11 I . "�, " L ff :, a - .� � I Ii �Df NINI MIghk ; = O- = � _ .."ANNI .ANNNAM INiNA �) I ! -1 i i ' 1 I=.-OMP BUIL-D"M CODE (N0,T.jji2.t V D61y H,r-liccl zcIlki . r ,_,,,,____,"__,, ",",, "___,_ - r , l�E I `- , "` r,wRIDA B-MAl- - 'I'll RiVirciiIiIa Zan*)� 2 : FLORIDA BUILDING CODE (kb,. 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CLI 1 --- �,II,4 , f0knilVillskills, = III �� SAT _ I ICUT L'AliFt � , L Li"114ILL"I T' p "i Vi'LIl" "Ap"LL LLNL�rl`� � , ,,I, GLOBAL PROTEMON PRODUCIS, 1 NNIM I " ,I GLOBAL Pliq�)TECTION PRODUCTS., I I ME, D, � -iii F, �� ,,,I,r,, L T"IT: Dsl� I F - __ !T C'O I CLOOAL PROTECTION A I)LIACNI _R - NNVC� i ,,_',;j,AIN hillift-gi,�N' '- 'IN, . NV p I- T N�=- � "! , ""1lR"5` " ii, � ::� - - � � - - 45 V- I ILL i VL11:NI Vs� -� I I lk ,� IN" ::: .. z I ,I ,in mv�lN N - - I III VV slill I LENNENl ill �UYATICN LIN 5 IFIFT 1z, �', ,�A - W IN, INNNIN �x:1NA m to"" 1A) -marm - ATE CL� _,'c1g V urnt� '. ILTE C V, I, 'V�5111- 11� � 1, '��,��, ,r(L () R'I � I , _ � I , J�.�'r ,LN,tHl INC LC I PRODU(1S, LITC] " " o. LlLC,J: I T,kr r, . � I, . I i T� ,, - , - - " z ... 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VNIJILl I 20-f715 MFILNWJA�l 1[� !'�f 0- r '01i - AWAIL ,�)MTIII-11A-4 ", ,05,ill 'roo , --- - - ,-I Til-Kil - - — i ii-, (kiN�M�,§ IN, 'i � I - -, , � Y'�,L�",.L � ", — �_ � --- 'if 0 N, V _TF`kNu 04,41 Nc 2, III VE INA11"i " �.!-_ NNINsl kk L. _ �_ - I , III Nl _& Al � _,, """ i� F, "� _ � � i � rr -7 . " _: - — -_ S � If im-A.", - — 1�14, -- �0 _- - , r ii,'El l, L% Op EOLUTL �� _.� L .,AI��,vr 1- - i -, IN Ci_51 .-: f=� - ----- r --- ;_ - _��ll�i ±!Nfilk%�!. DEIINSITY , n 0 MIJAL - �Isc __ < ___ - - - — V`k 1 4 TiNk, - � . . --At _�!�l f 'l W11 .n�lli _, NVAI/VILL"ATINTir"ONIt gim ,mi IT, '1up IT P� . IN _11-11I_ i .---- l I , . _ __,__ - - �,l �- 11�,,, � "111"IL, , ...... A , , , �V� - � il ,= __ , ___ � I ;z I - N.- INN �w�5iE -"-I � �AAr� _j I __ - _!_ -, ,, E_ , � -- �! iii It ,2, v -. 1....._.VV — Na", - 4 4,::�T I, . `N.NA 1, , I �. E_n ---- 1_4_�_�___- - - - --1---i_ �� a, " � 1,11N._l1_,_ ... - ... 1._________1 Ike -�--- I N, Mill, 4l. -- � . ., t , _. _�.__ � ... I ..... -i Ni �15 W. IF _j I - V W rL L , - - . ks,,w � 'IdNiflic. ` 'I" I -"..- ___ I I - � , __ -----"--- "-- __ N, 1111- ,�, ,.J,_,�..",��,-",.....,.".--�,----. L - --- ___ .. ". r .. . ...... _ _ __ L L - - - - ' - ------- - - L -'-. , - ___._�I . ..... LL.'_ - - - .__ - - - . ---_---_____ ...... _.__.1 �i!@t�����-�l-..,-,-L-.�-�L±:L�I �� �� ,I ;��I — -l-i-1— 1 4 � --- 12 __ __Tji_ - - f I I I I I I I 11 � T __11 � I I I i � , �11 � I � : � I I �� - "' "" , ='l I � fa., ,N. d 2020 1 [7pn=:7 i ' I klab � I I A"o I I , I N;l ", ,,�- �'I�k � - I I " - II SHEET NO, SH 1 14. - E71 / , I 8 I110, I . n1w/la a AI - � O lRt iitcllvlok EzL & i TFINMIL 1! i l I ill t � - . I I 9 ,I ME NOTE i Z � �1 I !,, ". � l�� 9 , 1�� " L l l'f'.',F ,� . H, 0 s CE I�l —I---- -- - ----------- - - -I - - -- - - - . I " � . � --- 7 � ,_ a W" PAL ----tf-, -1-- - - F_ 4,T _i,i I� . I_ i I I a � i . . : I 9 I I . I : I . I . , I. : . 4 - A 2 IF" ;�_p � � - . �_ - A - 11 I - " .F- A I - , *:1 I I-'---7 ,I40� I : IC I I W7�zl!_,I _.ij , ,. � I � i : [j�, * N-f - - - _. � ; T.- � � � �.�� ;,"i t I I i I I . f,- I .$ , I , i I I 1 l, I - F"'i 1 - __ - I _7T7�W7 � �R�r " C:�,, _: I I I A I � i . , - • . AN � _ �, :It � l — , T I _. � , I - — . I I I � I I ! 5 I . I � I : I I I I ! f , L I i : f I I 1 � i I : I i I � I I � 1, 1 ,iii , I-, - 6_,_ r� ,: " � — - i� , : � �,E II : i .I,.,, I I I - - �, 4 � I , I __ : I ; . � � � , : , � � , .. I -_ . � , -- __ - ---' - F I � - r , , . � - I � I 1 � I , T l �I %_ - — 11 1 , I -I _j __ � ;_ I- _� -J-_ 1. __ - I I I , 1 _� - - - - - - - _,, J _ L _j -1 - L - - ==: - - �, - - I ... L, IL . - - - J . I . I �� � I - �_ - r I , =� _� � . - - - - - - , - - , - - - � �1* E Z 1 J, 16, , y , r I I i1,, r 7, , k: - , . - . e, - C Z I TRI /' I 8 " ,:l,-...L�YkTgN.Dsi,t �'_LRLF�"S_(,0�Z__LA%_!M_RM_PANEL � ' I I Y F kj ('t) .1�.,�f _5T 2 i�l 1I �! ,� ,� �I 11�1`1 1� �:�i :1 I'l � I 1 11,4'11 ' r : , 1- L � ulit 6AP � I I F '_ , 5-ECTION A —A �-�--_- , - � , .�S, - ; iL,1,L% ;_-,-,,p,:,lr,�,t7= ENwNE:ERiNG ExPRE:ss- FRE)OUCT EVALUATION Re-c;ZZT saissarmirs, 1� 2util i4l:IRVIRation NELIHMEr 122al - R�: , . �"N, 13nilecl phillbilli, 20 3154a 2i'llillul: I,&lnql:nttI1lr,r AII AnvocAq ShlrtNirip and Glass ���$i!�iaui[pttlscluuett,rwfl(laR%�, 1540 Minna Acsiol VVAA1 Pairn Beach FL 33409 Prqduct Nareire, & DiniInifitlon 24ga Galvanc:ed Steel Starm Paneu, L..q- Movie trnWt Resistant Scope of Evaluation: This PiodiLd Evaluation Repon �S breurg oRsHod in acrocidance with the red THeirni TsT in. Floetta Depar1pnHirs of BuTurit ItarEd Protti-lorful FNVuiatiarr (Fli Building CurrunvAlaw) Ruse Chapter 61020-3 005 F,4 C fitirttate,map 31,11"EaREFTI per Melbod 1(tM Ilse product noted TsDow has been leslool arAllist RivaItERTod as sumursep"oll havoHr to show ccITRADII with the Fall Builrlil,g Code Sevelottl rdrolLi (202yulf awt ol, Ion the tiWIVISill irtunded, at W061 Wbunralval Eir That nEdgifed bit Me Code Pla-svIalilafion rid Vor- jr,J-4 ="Ir be, robtlRim 101100big poillrLent rtrisula Boldirn C�vde, "vohnnotiouts or IsMillisili'm Stobstantiating jDarx , eRQPUgjELALUATION QQ_CL)MKNj,§ EA diawng M,3154360b,j -24,ca Giolvanved.sleel Storm Pallets EHVHZ,s Nnfi-l-IVHz),5hoF,N; 1-5 plelaileaLn EnREHNe-1frAjExfYFe5s sufrard&soaled by Frail il, Be n"I PE ma-inteeta port oltru; r, ,valsiolion Floor0 . TEST RE -PORTS Uniform foatic shi perfomil has been lasted in accomiance, wan TASNioz la.1 so rallaMis PiH In. si rapodllsy #9T-ASG07,001 by StackwartPirl Testing, Inc I-Ei missple� alutact HRE,slatm�iv and cyck imtI nq belfroni has been fezituu in acrol-catuLe With TAS 20I and TA$ 203 1"I Mandauls full lost iepori III 17 001 by Slarkwzl Testing. Inc . gyqjCTU$t� ENIGMEEMING CA , ULAT 0 S S . Shuillural spinifinewIng calcultasofis. Hull Moln lRepaseirl Mich Makliale the product "REFS .a an ililiviiiiiiarobvirs, andrIb HP0,nnI anwitituo 10 raIRMIR lhe folkoll closillinclishins I &iRmdiwiii.N:rii,iatloweih)lmspAhal,�I 2 l+b9:111T:1:1,p1I9P1h g!fllowataqk',,pg'";11 S RA114TTILIH Glass 81H[WhsaRlin 4 AETI Sonciing I A IN S W 1 N. ' - A - •E T; .0 S u I , F: I O (I , 0 U F. R V1 f t 0 Of A C H , FL C? A I 0 4 3 s4 4 2 fq.4.1 =54_0660 1 066) 396_9999 I TIWE`,.,!,TiFfRj,jr, E fPRES F. COP. 1,11r:11lizAl"GE-1i CCa I /_�. �, / i - _ r,_____,__,___, _ ____ j Ar - - - - 1 � - - - �', � i i . � I 1 7- E_ - � � � - "t'll - - - = I I (W,rI Hif;h - qw-:o- - Pau'- 2 IN; - I All knicnean Sti and Glass - zirza Cial.arozvEl St,vl Storm Panels W 33% increase in alluffable stress nas been wdacl in the asm, n at th4z to Hot . If P d Saparabon frow, glansigIs no'rectstroid for HoaaftiTsuciFf annible ol,vilrid zone 4 arld Wissombal Eatplihipli Impact 1?eslstance� Lssi�,,14 Impact RipEllilLailicc has been darrivirprialded astvidsillciEld lin lille"Inusly Ilikirt brM rlrpo0lY:i. Ritpil iiiR acollonled REDE �v Ile anipioering dest; I ril ORK product X Wind Load Resistance TEE producl has been designed to iesisT wInd toads as indicalecl m the span sirhe-dolels� or, I" reTIETTIOTATT, PE Baud Evallaher, Document (I e, er,graleenng dtawing]i Insfiallatfon TNIT peoducl shun be installed in strict compliance with its respective Product Evaluaho,n Docornser,t (_ A orqrseenrit; drawsung) along wlh FEE! components rHoird therein PHoducl components shall Be of the tnalenRil stper�fled in l! nduvt t€ape.iYe Pirryiuct Eva{uminuT Document 0 o vagorseeflort dr&.rQ) Limitations & Conditions of Use. Use ol this product shall Be in, epact accordan- Ailh Ine reRperAve Plro,duc.t Ev alualion Dxomsanl iff F, engineering dowlirig} as noted hors pinhostelorl-II sroeond ofpe,iaAftg ugprdssi•sntliobn kvlectinthus ro�srppien�wri&d-Pntrrictrxeodiliois wlvcarntc ,ar4�tsgvlad for fifleprur"�pecivenQfs�mLARL-dtli�t��tot aaju�oIj�IRSSN egiHtol��c(%RLbW Plotessiortal angforser All 'ounporeant's RvIsch ale Wmane-iby wslAned shall be praliecled against curIiMios, runuTrm-ap,oi, and 0hrit, such clarrispe, at al; kimers This niodocit has beet) designed fl)r use -don Tied aulwje Ilse High voloco Hum,I30r, ZHH- v-svp4l"l Rerq,ftjll,, N, 11 A��-.',! - .. -, __11 :,� A R7 ,�K!,,!! Frank Benuardio, VE FivehNnEFRimG Expirzrse -41F! 04 4549 A cri .Ruth 9W — 1 6 0 Sty 1 2 * ' AvE N U F SIJTTE I DG, EJE E R FIE LO BE Ar. ON, F L OR! D A 3344,2 to S4 ) I , 35-s-0660 � i8bti) 396-9999 TE..T2Ecu[EiiqFx,qrS'(on E:,T-crru(;FREte -om " I -1-IL � ?�IrI�pr I . 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' 12-5, IT , � Il I - U45 INi t 9'1 - 12 9: - 911 1 7z il 51 "_ H, I _ _ 'L 5' 14.01' 9 V* 11 51, �6., , , I. ,� WF VIM 11 -Mr _ _ S 15, _ !21 �' 15 5'' Los ' " 541 .' - I Y4V s 3"I - F. 3- 4 5f , All I Ill.,.- .� 11, s4 Ell I WI 1,Fl -, Z� a�,�_L �4.13" �Z.T q A— ,I I- 12-4- �7,,,T �,- nsl 48 12.5' 55,4" 5.9"I 5,D - &25,- 111" ,7 4,01 _ _jar 6�25- ;2.3� 4_ 7 4 L211 -IF -mm si 72 r1� -F 14�1 TT. z � ; I,2 I- 4�� - u, I 1 6 �- _,L2s, Esirrim iz,- #v ANCHOR NOTES: 6 ATR�JFAHII 5�C-TEDITUF APPLIES TO AU PMDUN_�! CiHIPME71ED HIERE.IN, BUT F-FILY PROVIDES PAM"UH ALLOWABLE Alil SPACING MAXIMUM ALLI70ADLE SPANS AND PrRZSSuPJES INDZCArE'- I.. - FpMtsA NOIUSCLAED ON PANELFA�TEA SPCTHE EIJAK5TRUCRE ftca1qi,R,,, & AWHOP Hipt, 5EE_zFr cesMssi man c-REA7,ER THAN on EWAL Ir tl EFErATIVE OrSIC-N "W, IN R i �,FELCTFR RRED SELKT SPARE GREAT ER THAN OR E�i�IiJP_ TO SHdITER 51PAN EHH_F,CE '_(*NE7VbI I71PE B 45FID ON AUETAROPRI&TIF MIRRIPPING IOr&IFFTON �SFE MOLINTUNG DEtULS On , SHER If i! FOP, V1 �IEEEFIFTEA 1`701II OF CONNECI N)Ft TYPE)- 3. Ilipri rAr, 7EMPIRS" ARE STU05 LAEltv III OnIsOURECTION *rH ALL WOUNTINKI, EN'TTULISIONS f"F'� I lrsil�k, W liEttO 011 L, nr l USE IS' P5' Oc PAII FAEFFEMLIF5PACIPTH; TABLE- VALUES MON A.LL "ll'' MJ ... U'',HEROEAS �ilsrsb!LUCCM OUXIDN)IFT CcJNmq(AtS) 4 AT[l`.r0FVi 1KALL BE lfl%T ALL -WIN AMORDANT- WHEI HAW--itJoNS" RJECOMMENDATIOW !- I HI'"Vift 3HXs bOST $ TRUCT IRRE SFIA U l;QK'QF1-M TO "oRr M Im aL_JCK4 NARFFELIdEMBTUMEsit "D EnrERTWt EXCLUF5 5FLIC0POAMBRZV AND OTHERV 5NAIN5HES SHLK004-i RPD R& TO�__FL 5UAEF-T q_W . LCLAGS is ii135T STRUCTLkf a _,' tC TE ANICHO115 NOTED HEREIN 9'AIA,ts At EAsEWITED TO UN,CRACKED OCKRETE ONLY .. E PRE U1 -51 WHERE EXTSTACSTRIX71.1 � WOOD FRAMil EX : sUGCO)AIDPHOW MAY VARY, RFLU vERIff THAT FA37EKFG ARE INTOADMU4k�,-rW-aOU-V,kMw� MFMB-_sIS, VIOT PLYWOOD 1`45�"MG TO PLYWOCD IS ACCEPTABLE OWY FOR '511RE OLOESuRE P[Kd5 Ot *HER-' ANICHORS FASTEN TO NARROW MFA�AFRNW. FASTFIWR 5KALL BE LOCATED E7d CENTER OF NOMINAL 2- X 4' (114111W) WOOD STUD(5TUD(i EDGI !tT6TA,_WZ[- % ACCIEPT48LE FOP, WOOD PLAMING) WOOD STUDSHALL HE -WiEl RE �C510R�GREATEPDEKITV L,"QSCREW � U PWVT "WAS PAN HFAD OR HEX READr �" REMOVABLE ANICHORIS ARE DIEWALY VANELINIAT, ALL-FONTET5 -AXJD-SET- 5 DRAW SU5HAEG i' MACHINE 5?:PZVPa SHALL HAVE lja_- PAIN Fail prl PAInk,rMIMIT CF T"9EA Dra 3 NTO THE BASE AN- R ArY0 RAIE HAVE EITHER A PAN HEAD, 1T,UOR_ db&�. OR NA-AffR 'NEs,0 (!410rWALK 8MT) U N.0 L1 fll"MJMEUIOE-7IlOaANt)EE,4tCAS-"-C,EE,,�C,tUVMVI--C- 0&G7H0,AA.Lj_FlNjSHeS t4 am DEsirrNATE1 Apic " 09 =40tTIONG IM-110i AR-E NOT =-_M5Ur- TIEES. AfAR 2 I_ , * EETR�b:v ECImlsil CURVITION-1 liz THIMEAR MTERRaLATIVIN 15 PK JOT PERMITI-rcil,i)5ewrTH THE ANCHOR Z-HE1-ULE9 JE7EQ JR 7r LES SK-FT 5 R- 1, T � I . - � -- ,-I o 711 Virtu aWPetv Plans ReviewReview Aesd sAssist 5OMianP\cnpy Debra cb a"hhe 2020 F8'n proved "L Pc Py97n,/ 't' Edition _f-_j a) (D C_ to -Fz (D 40 -0 > C- 0 L_ (D L_ 0_ = _0 0 a) CD_ 0 &_ = M -0 0- - .— CM -II-ris C-) a) i C/) a) _�_j .— = W =3 -0 M 0 -M Cn 0 0 -0 .= ja = L_ a) = .0 U_ — Co 0 > a) L� .&-a M CD_ f M 40 S o- �-- -0 C: .C/) < " a) (D a) _K_— C/) = I M > 1 0 L_ U)Ii I /� - CDL < (D F 0 = . . =3 ... 0 1 M I i 0 " 0— I (D 0IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII " Cn M L. M =3 I LU �i < :z 1 2-7 < _j n I SHEET NO. H 1s5 - —I - I — -F -- ----- I I 11 _ I - I I -I— I ------ F_j F_ - 1171F_ 'ATI-R _41i POLD UP WE -A wld Eil, I H E P I� E S IS r 111 F RES�SH\(E RARRIE� R WINDOW U N I I 3AIF�lIliR R TEMPORARR-Y SECURE FLASH'ING REQUIREMENTO -):R ROL DOC OPENiiNG INEAT[I�R SLOPE R E S I S IT�l VE Z co 01 in 12,0 �ri R703.1 General. Exterior walls shall provide the building with a weather -resistant exteriorlwall envelope. The exterior wall envelope shall BARR�ER WOOD FRAME QOIN-STR -30.5 (0. 6 BID . mn) include flashing as described in Section R703,4. k11 TAPE EXTERIOR SELF ADI'ERED ASHi NG ji,114% I' BEAL' t-� CONSTH- (2 2 SHFATHING BYLAPPING DOWN Ai� I HESIVE TO BE APPLIED UNDER SELF-ADI-IFIRED FLASHING OVER RIM JOIST AND Up "' 0 C.1- 0 ell T� IfiIESHIOLD OF DOOR AND RIE I JRN UPJAMB 6i'l, USE' UOUID R703-1 -1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water WAI L BY6 IN - NAIL BRAND OR LQUAL WENTHEI-4 EXTERIOR within the wall assembly by providing a -water-resistant barner behind the exterior cladding as required by Section R703.2 and a means of '-CEMT. FIN, )F CAULKING ING PAPER draining to the exterior water that penetrates the exterior cladding. :3 cc VAEATHER -LF-ADHERIED FLALq-HtNG "17" -_ - " -0 7_7 7711 BUILD, �RESISITIVE ja C__ FIARRIFR X 0 I T SEAL T(..'JF',5 IDFJOIST5 WIRE LAFHI R703.2 Water -resistive barfier, One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTIVI D226for Type I felt or other UNDER PECKING 0 0L -1 Al L ii approved water -resistive barrier shall be applied over studs or sheathing of all exterior, walls No. 15 asphalt felt shall De applied horizontally, (SEE DE 0 U_ -PEC t all be lapped not less than 6 inches, Other — SE -AD:ii� 1: FLASHING CU 0 11 %+_ Cc m h the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt sh approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions, The No, 15 asphalt Co 0 > 70 0 HEAD FLASKING TIE-IN INSTRUXTIONS: A v ia felt or other approve vater-resistive barrier mater' I shall be continuous to the top of walls and 'terminated at ;penetrations and building 1 Cut, fold up & temporarily secure vveather CL appendages in a manner to meet the red u Irements of the exterior wall envelope as described in Section R703-1 resistive bar�er above header to allow Ib- THESE DETAILS ARE GENERIC AND I flashing Installation Ill— _0 — Cf) R703,7.3 Water-resisfive barriers Water-iresisfive barriers shall be installed as required In, Section R703.2 and, where applied over wood -based AND WATER PROOF ING METHODS TO weather rusiistive barrier istive vapor-p Th sheath4lig, shall include a vvater-resi ermeable barrier with a performance at least equivalent to two layers of Grade D paper- e -adhe -.-'er back over head I I 1.,1111, 11 . 0 � i i I MEANT TO SHOW GENERAL FLASHING Self red flashing pius head flashing under N I BE USED. 3 Fold areather resistive barr 2 _A , ( 2 individual layers shall be installed independently such that each layer provides a Separate continuous plane and any flashing (installed in 7- flashing and seai Mth tape accordance with Section R703A) intended to drain to the water -resistive barrier is directed between the layers, Sc;li NITS SELF -ADHERED FLASHING SEILP-ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Exception- Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHIrIO INSTALLATIONAFTER WEATHER RESISTIVE BA RRIIER wpol EXTERIOR DOOR WITH DECK - SECTlON A WPOZ 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, substantially nonwater-absorbing layer or designed drainage space. MECHA,NICALLY FARTEI,4r �F RUBBERIZE[) ASPHALT F )JRRIIii)FI: SMIA H�,lG RUSOFRtZED N'FEDED, Fill CORNERS 'S A ADHESIVF X4`-1" DEAD OF I' A -PH L T ADHESIVE EYM:irrOR SHEATHING INSTA�.� SEIF4 FLASPiNG jAKAE &,1SAr'� e ash ng shall be applied ADHESIVI:.'FID BE A�'IFIIJI`.r() UNDDER --------- --------- - R703.4 Flashing, Approved metal flashing, vinyl flashing, s,elf-adhered membranes and mechanically attached flext I fi I 3,`8"CEMENT 1D F L ASI TIN Gi Si:: F_ shjng�e-fashion or in accordance with the manufacturer's instructions Metal flashing shall be corrosion resistant= Fluid -applied membranes FLANGF D WINIL)oVii, A UP JAMB'6' USE (i flD Pi BP Nff) THRESHOLD OF rX "R,1kr,lD!RET1JR r�� ELF-ACHERED FLASHING PLASTER �FE iIE-, r WIP01) used as flashing shall be applied in accordance with the manufacturer's instructions- All flashing shall be applied in ai'manner to prevent the EA 12 MIL DRYL(lo Ckil it MALSONRY BLOCK FIFF, RIC 01--1 EO1JAJ_ WEATHE F4 PROOF CA01. KING E E SCORED try of water into the wall cavity or penetration of water to the building structural framing components. EKTREM a n N LETTER ON (�HFHIC RELEASE FiCAPER COMAPATfBILITY Self-aldhered membranes used as flashing shall comply with AAMA 711 All exterior fenestration products shall be sealed at the juncture with FASTENFS SELF-Aiii 'Hifii RiiE%:0,VNC-,CrlIz_ the budding wall with a sealant complying with AAMA 80D or ASSTM C920 Class 2,5' Grade NS or gi eater for proper joint expansion and EU FLAS, �,M RELEASE PAPER 7C I Vl'>$�E Fri RAS EXTENDA lai SELF-AIN-IER 1) SEALAN O'SEALA14i JOINI el el wlNDOAiBAA,K TO contraction, ASTMC11281, AAMA 812, or other approved standard as appropriate for the type of sealant, Fluid -applied membranes used as VERTICA1.0'FROM OUTSIDE 6 MASONRY BOTTOM OF flashing in exterior walls shiall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK---- 4`ri� ��D* THRESHOILD 2) SE ALAN11' X, I Il: I I EDGE, F 'lil Si"ALART FFlf- D IM INSIDE EDGE OF WIND(AN'PRAMP le w SUCK 'RE 4,--,MK -le I, _� - % , , ";;l, L' ` BUCK L SECTIOFL A (SEE DE fv,�L vifPii 1, 1, Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of -he exterior wall le, t AND EXTEND TO ININDOW FRAME MA,130NRY -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings, A \J ACHED ink A�" -41NC finish or to the water I F Af I ER I,'ODE C_ F iA P D FLASt shall comply with AAMA 712. Flashing at exteriorwindow and door openings shall be installed in accordance with one or more of the 5) 7001 f D SEALANT Rl QUIREMENTS 2) BEAD BRIDGING fodoyving� CLADDING AND WINDOW---" FRAME SEI F-ADHEREID FbVSHY1JG____`11 5 1.1 The fenestration manufacturer's installation and flashing instruebons, or for applications not addressed in the fenestration 3) SEA1, Atli WINDOW F PArAE T(-) O011NDOW BUCK ALLTHE WAY 14 1 P,� �.3 F it A N G E manufacturer's instructions, in accordance with the flashing manuffacturer"s instructions. Where flashing instructions or details are 4 V10UND, 04C10JOi CJLL� not provided, pan fla5hing shall'be installed at the sill of exterior window and door openings. Pan fia5hing shall be sealed or RE AL TCXIS OF I� )l S 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 DO NOT FLASH OVER (2) J1riEi1ER'1DECK1iIilG BOTTOM i iNG 1 -7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE .... de" 8) WII)07) 1.2 '1 .2. In accordaince with the flash!ing design or method of a registered design professional. 13 1.3,, In accordance with other approved methods. SCS 0605 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING, S E I F-ADHERED FLASHiNG SELIF�-ADHERED !FLASHING 1A In accordanceyinth FMA/AAMA 100, FMAI AArAA 200, FMA/WDMA 250, FMAIAAMA/ WDMA 300 or FMA/AAMAIWDMA 400,. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK [NSIDE, CORNER FENESTRATION INSTALLATION AND INTERFACE WPO14 WP05 WP06 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 rretal copings and sills, 4.4.Continuously above all projecting wood trim- 4,TH NIG S H El 1 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 intionsoctions. 177- It . .. ..... Watcit Resisiarif Bather 7 7.At bui -in gutters. F JAMB_ 51 LL AND HEAD DETAIL APPRIC-)VED SHEATHING SE'.1LF-ADHERED FLASHING _neaftng APPROVED �HOUSEWRA-P THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 7 Ri STRUCTALATH TININ TRACK 2,ii, FLASHING AND WATERPROOFING METHODS TO BE USED. C -R XK -EMENTPLASTE 12 MIL (min) DRYLOK EXTREME: APPROVED FLASHING TAPE q4 A54 4 V 44 JOIST 'V'SEALANT SOCKETWITH ef! I � !If " �DKDUBI_Er i i� I , : TOOLED 7,18" Cement Plaster SINGLE WOOD BEAM in accordance with 7/8" Cernent Plaster JOIST SELF -ADHERED FLAS[HING BELOW el '926 in accordance with ASTMC 'X S F L, F 11-1 F- R E D F LA S Hi N G` ASTMC926 Zee�"' Felt backed metal Felt backed metal lathe in accordance 31, - MOl Jl Z MIN-` I I ;Z I M_ I vvithASTMC1063 lathe in accordance LF-ADHIERED SELF -ADHERED with ASTMC 1063 FLASHING FLASHINp Budding Paper . ..... Building Paper 7/161" O�&B. 7116"O.lS.B. sheathing % SCS 06 02 WINDOW FIN I NTFRFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING V,e, Ae, 401 sheathing metal FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST WP07 OLYTSIDE C'ORNER WP08 WP y, Flashing N_ Weiii. Screed Installed As Per I A t"% . ..... 2x FRAMEVVAI_L--______ "4 y Ji L-l"i 1 Manufact. Specs. "ELF-ArDHERED" F HINU I STRIP OF SAF LEGEND Maintain _Stampede or similar Botto'n of "FILE FINISH cauk bottom '"%TS DETAILe' -- ----- CD PR,0`%DU DRA1IWkGE PL)i VVRB Weep Scrqed Joint I r ,e 1 1/2" to �2" WATER RESISTIVE BARRIERS ARE REOUIREI,D BEHIND ST(JCCO BOND BREAK Iiiii �"3F) 1 -1 �'J Above Roof Weep Screed Ri::LF _A, > 1/2" FDLASI !E A Installed As Per Sheathing PER THE FBC RESIDENTIAL 7TH E'DITION:(2020) Manufact. Specs, 0, DENSG1,A8S [7_Tl_, T H 1� A y ICU V-4" PER PLAN > Detail Instructions 4P DF1 1,rTZB OfIl (Il V-0" PER PLAN 112" Cementifious X ii:� ii�, 0.1 i DecorativeRnish in each Detail that Co rres ponds to tue 0 A Cement Plaster 0 r Of� Refer to the number malked as li"� I 17� E:: 11',I Tr, r 'e.. i ANK�E AS All 40N in accordance illunibered iterris in the list of �nstructlons below: 0- With ASTMC92,6 All inside and 0- over wood 2nd -00 1 Yr, H 1, "I'l-if- Instad: self -adhered flashing in order as shown by numbers K,- -7 __ - I "' i 17-1, 1, 1� 7�� outside corner will' 8,CMU-. floor- 0 4q. need to be miter 2, Insiall flashing and weather res�stive barrier to form Mieter shedding --- _J 40 J 4" OR 8" CMU cut and caulked ah laps %R SEAT DEPTH) butt joints need to —1 �UCTIJRA_ �R,Nflffilri 1 Self-ladhered flashing can be substituted for building paper z v z =3 I - Y becaulked using 0 i < - 1 1 � __ ............. . . 4. Split the release paper using the ripcord (Split release on demand, $ f �] 1�k: I I J 'STMECTURAL Starnpiiod6, or IT caulk for all -PI1P OF SAI oring cuts PLASr 1-�'R S T(3P FILL vii GROUT embedded in the adhesive layer) - for ease of Installation and to :l 1P. I t5i: ini:RESUlt 'Of: 0 UJ �A\j -F'dNKA1i1 S" a0 minimize sc a- F)�L�jr LIM 5, Remove all release paper per, standard installation instructions, and % CONTINUOLIS B,e`V,,KER ,.��DRAINAGE PLANIEViRB 7'_ � I — (5 W adhere to substrate using a square piece offlashIIng material (6" x 6" Ii & SEAL AN if UIRWRii,T��.`L[ P! U �A:I BREAK)liifli�l SLOPED MUD BED Ld Boi B CD Minimum) E 'i — Ali _9L 6� Fold as shown by arrows Cr LATu UJ LU 7. Angle of corner may vary, adjust folding of the flashing accordingly to A MAR 2 5 2p3 fit tight to corner VINYL SHOWER PAN 0 J Note-, < 8, Mechanically fasten as necessary S'LOPE The building paper and metal lath must e UJ Cement installed over the top of the weep Screl ster < I t:R 6 0-N Pla Virtua Review Assist, z I-0 WTINUCII V,., RAC-PlER RO'D over blfoi Plans �evie 4 A SEALAIII'! ith the 20.20 FOC 7th Edition 1 st floor for c0fllplia_ i cOmPleted and appritwed z 7 1 " '1� 1,�"'',e l,l 1 11 < A .-Ir,,�EMENTIflQU:5 HNISH hY Debra Anne Klahr PX2300 SHEET NO, WE EP SCREED DETAIL SHOWER SEAT 1,31 . ..... ...... _4 WP 11 SOFFIT/GAII TILlEVER WP10 $CALF: NOT TO SCALE we HM*' 10 � %�.: 1 4