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HomeMy WebLinkAbout6399 Back Forty LpABBREVIATIONS r GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS °\"{ v 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 INTERRUFTOR 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 - LAMIN,ATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I 2 = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE 0 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT BARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <---ELEV NUMBER 4 A15 2 SHEET NUMBER -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tt�_ ELEV NUMBER `ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, 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 ❑ STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD AA. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING AA.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.I. 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. E N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2551 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 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 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 WP 2.0 WATERPROOFING DETAILS WP 2.1 WATERPROOFING DETAILS 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. co N O N Lo Lo O co Lo Q z w 2 O 0 w cr 0 z 0 N LO E 0 co N V /• M 2S 0-8 Q •N c w O ^' f' 0o E c 7W tiv.. � •9 W W 0w LU �< fD_ v6 WpF- � _j cra�zX 0Q0 QV �Jcn� JW Q Q� O 0CL�w OOOBOlOQZ zLL 0O XaQa < �LL LU Zw pU�ZF g OX a Z �QdZ ,L p LL if O O Z 04 OW jcU)o J Lo LLti W a- M rb z0 Z J 00 PL � 1120h Virtual Plans Review c r compliance wi by Debra O vie omp h th nne v Assist. eted 2N KILhr and 0 foc RX I C. appi th 310 ove Edi r N 0 cq 0 N 0 M 0 N 0 N 0 N N N O m m O N N N i 1 Z 0 NW ,^ L! i o o N O M O 7 O O f0 ! i Ulm) Iql- ' 00 c /^ } Z~ �/J QZ o W zW 000 -+� O v U I.. O z) z j CLU oLU0 r- Q Z aofa of-Q u� = m=w Lr) O r-F_2 N W Zoo . W <F-Z) O 0 Q Z gWwo az It Q �z F� U � O L. co z cs z w wo 0 N LAST PLOT DATE . . May 5, 2023 z 0 J I COVER SHEET i I 11 i I I 1 I I I 1 11-- I ' R. 1 ' FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R 0 = 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 (1) COURSE ABV PIPE (NO REBAR) _ (2) 24" #5 RESAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 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 ICE MAKER LINE SINK - KITCHEN REF 7O WASHER W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. BB MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. FOUNDATION PLAN B 1 /419 = 1'-0„ I M N a Ln w o w 0 z d U1 0 LO W b. L `0 o U M SL4 6 Nco� } Ln M 70- M E 'C L p 0 2 S �= Om:8 oQ U 1 Q _ V) Lu N QN c nn`` L cO C) E � 7W W W CD W w Oui vi O0 LU lQ 0 -j 0 � zT Z 0 Q QD� JQOQxaLLo0'o pO�gOZOx00mzz 0 U) O O Z cnLUajinwLU ZLL < -<<0LU °?wZow000- 9� � LL Ow 2w1,ZQ = a Ow 0 oQ LLQ O f-QLL O Z 04 OF_ 0 F— cM O Qwd M U) LL W 0- cM IZ 'r- aUaco Z w W J O O d' Plans Virtual Re iew evj sist, In for co mpliance w om 0M h the I t lete 20 an 0 Ff a cP by Debra nne KlIa r I,X ion O O O O O O O N 1� N N M N M N N O C) O CD CD a- N O N O N O Z 0 NCC Lo w > O e- O N O ('M O 4 O In CD (O coZ Z dw o W 000 O V UOU) LoO 0r' Z aira ww~ � (� �~� N zo= . w 0 U ww ■ Z U)z Z F-� 0 j O lz _0 m z Z w Uj_j O 0 N LAST PLOT DATE z 0 MONO FOUNDATION PLAN B i 30'-0" OVERALL 8'-5 5/8" 12'-6 3/8" 9'-0" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN- 2'-0" 3 1/2" SH 25 - 00 1 HB HD AT 6'-8"LO co 7. n EGRESS r 5068 SGD BEDROOM #2 10'-0" X 12'-4" GREAT ROOM 8'-8" CLG 12'-7" X 15'-11" ° 8'-8" CLG o 00 o � , (V 7 5/8" 101, 5'-0" 6'-10 1/2" 16-0 1 /4" 7 5/8" 2x8 HEADER 6" WALL SEE Q/S4 �(3�),STUD LOU`R MN - (2) 206qBF BE --`� __ --&S (412" ��0� D4 SH N 11 2' " T-7" 9'-2 1 /4" 12'-10 5/8" M 2X4 KNEE WALL, TOP AT 34 1 /2" KITCHEN II II 12'-7" X 7'-0" °O 8'-8" CLG III BATH M W O o ii DINING ROOM 8 -8 CLG c0 - Y a III N milli 15 -11 X 17 -9 io z rn O 8'-8" CLG TP O o7 0 II II o RANGE H ii 00 00 W/ HOOD I a TB ----,ii u Ip II 00 NCO ch III I � � Q —JII , iv J 1'-3"y J 00 9, - J LO 2'-3 1/2" �� WALL o 7 5/8" � w 7 5/8„ 5'-3 3/4" `L „ 8 -8 1 /2 2'-3 7/8" `' 6'-3 1/2" 3'-4 1/2" 0 C. PANTRY N PLUMBING REF STACK 1 iv WALLA3 4 16" iv (V -2668 W/H 4" INSULATED G BRG WALL -- -- 11�S3 PROTECTIVE (3) STUD ---- -- COLUMN BELOW J BOLLARD 20 MIN FIRE N S6 RATED DOOR W/ 00 0 WEATHER STRIP FOYER (2) 2x8 8'-8" CLG ---- - HEADER SEE 1 TWO CAR GARAGE Q/S4 � _ __ g _ 18'-9" X 20'-0" - - 4" INSULATED in 8 BP.G WALL - - - - (V o 7 6 `7 ^CC "' 5 N S3 4--- - LINE OF GARAGE IN -------_—_ 1 2 3 I OPEN POSTION - 00 A _ co I I Lro- U I^ SH 1/2 34 D AT 6'-8" TIE BEAM TIE BEAM 3 j MP.GLASS oAT 8'-8" AT 8'-8" 8 3 -8 HB 1 16070 — — — Co LINE OF STRUCTURE ABOVE 17,-4„ 1'4" w M- 18'-8" 2'-0" 3'-4" 2'-0" 4'-0" w F= ¢ 30'-0" TIE BEAM FIRST FLOOR PLAN - ELEVATION B 1 /411 = 1'-0" c es 2 w� mao w E_ TIE BEAM AT 8'-8" 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. SH 25 2ND FLOOR D AT 7'-3" WINDOWS EGRESS v 30'-0" 24'-4" SH 25 HD AT 7'-3" EGRESS 2'-10" 4„ 13'-0" I '-3 3/4" '-3 3/4"' 1 V-8 1/2" 4" m 1 (0, U) I m11 - BEDROOM #4 N I N BEDROOM #3 `- 12'-9" X 11'-11" v v N r 10'-3" X 11'-8" 8'-0" CLG CDrn 8'-0" CLG fV , a- EO 13'-0" T-8" 5'-7 1/2" 6'-1 " CV - 2668 N 2668 o �, TP _ Ilk BATH 8'-0" CL `NI W.I.C. ALL JG m O 00 I TB N cn N = 01 --J BEDROOM #5 R & S Q' W D 1 V-7" X 9'-10" �' HANSE ENTRYER �,� U N 8'-0" CLG 12" DP (4) S i; �65 BOX � w o w �Q r22"x36" M _ 1ATTIC �ro� `L LAUNDRY o ACCESS J. v LOFT 10'-1" X 15'-5" ,16 _ 8'-0" CLG N 0 < 00 = I- U)Q LO 10'-3 1/2" 3'-8" 3'-4" 4'-8 1/2" T-4" N — 36" LOW 1 M BEDROOM #6 WALL A3 r 11 -4 X 11 0 o DRAIN N w 8'-0" CLG ILL i iv SHOWER DN Q c7 � HEAD & VALVE 1 = c 16 3 "' N ---- 1 A3 OV N ---- M 13 1'-5 1/2" 1 N 7 1/2" 4„ 11'-8" 1'-8" 4'-2 1 /2" T-11 " - - - - N C"I r'sd, 2'-1 3/8' a 1 ---- cc 79 d - ---- $ 8" EXT 6" WALL 7_ ME o _ _ _ WA O. BATH 6---- �v 8'-0" CLG 0° 5 cc OWNERS SUITE - 17'-0" X 13'-0" 4 T 8'-0" CLG i 3---- W.I.C. ' 36" H. CONT 71 u, RAILING rn TP ih (2)2X6 HEADER U) U SEE M/S6 - TYP. SH 1 /2 34 8" EXT WINDOWSR HD AT 7'-3" FRAME WALL 2-PLY BUC W/ (2) 2-PLY BUC W/ (2) 60 Co MSTA36 STRAPS MSTA36 STRAPS Cn TO FLOOR TO FLOOR TRUSS BELOW TRUSS BELOW SH 1/2 34 wC? mEO 10 �Q OQ TOP AT 18'-0" SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" EGRESS 6-10" 6'-10" 13'-8" CANTILEVER r1UAI /-3 T-2" T-2" 2'-8" 7'-4" 6'-4" 10'-0" 30'-0" SECOND FLOOR PLAN - ELEVATION B 1 /4't = 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. UNO 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 33 GARAGE 403 TOTAL SQ FT 3016 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) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 CM N 0 Ul) Lo , 00 Q '- r/ W _ - ® O 0 w 0 z Q nN O L N E o W L N \T Cr) N t V) •� P V o0� 2M 0 O O 2 S p LL o Q Q _ to S U �0 t w D V a� ^, W � M C lion E - •N 0. LLI W C7 W ❑ LLl fn w p F— LLI Lij f-~ X XQ,zo XO2�QpQ�QXV00�0 Q Q V p�0o�JZ�Z X00��oZo0z QQ (� v)0o�LOLLIJ � Iz0L0OYOZ �Q 0 of U) Z¢w2a Lu wU p20— U~ LL � z0< Q O ¢ LL ILL i O Z W O I.._ (n5ti z 0 L. M O Q M r- ILL- U) ti z < W F-�<LQ Z U Z� W Wo J O mi I I ' 3 Virtual Plans Review eviE w A I sis for compliance am w th the lete g0 an O F a � acl, h E by Debra n O o 0000N 0 LO N r_ N N M N M N r N d' C) C o aN a s 0 Z 0 0 o 0 0 O N'^ Lo L, W > o �— 0 N 0 M 0 sf 0 � o (D I I 00 zF- Qz w 000 O U U V W L O Or- �Q *� Z a —a a Ln 2W Ln �- O N EOM W�� L,sn Q z W O O Z U aZ � ■ Z F_ pU 0- _o W Z z w Wo o N LAST PLOT DATE May 5, 2023 _11--i ZO 1ST & 2ND FLOOR _j PLAN B STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10,, 1" NOSING 01) RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER---/ STAIR DETAIL 1/4of = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. _ SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD (((1ZSTRAP EACH SIDE) CENTEI tD W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT TM/ALL TYP. U.N.O. SEE PLAN 'R r 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. M N 0 N Lo r Lo O 00 h 1.. , ��✓ s'.Lo N- O p y W p z Q �VI `i Q) L0 - °u } M d ' } fN Z) V d �4) o°S og U0.�� vi t f ' L1J Q N = 7N L o E � �y ULIr a V W w W J W 2q 0 X Uj O� J� �<�< o 0 J O Q Q U =y J O<ZLL-- -jaZQQ U�' O 0 Z ��>ZY_pW ZxxQ0xa <�-- �Z�Wp�U� IL LL ooOLULL x o 0 oQQ¢�¢ Q F- LL g 0 0 Z L1.1 O 1-- =J M 0 Q � M O � z M 00 < z U WW J0 mi 0 21 0 Virtual evi W! si t Plans Review gar camPliance om w th t lete o 2020 an F c. a p IC 7 ro h E by Debra nn K a r 101 N Lo 0 ti 0 N 0 M � 0 M N 0 .�-- M 0 N N N = ' z O N '^ Y J W > o - 0 N 0 M 0 4 0 to CD 6 co//1 VJ Z~ Qz O 4-0 W Em ` 4 0)0 W U woo UV� Lo z Z)zj pWQ ara =Lr) W=Q Ln �� 2 NW zzo° ■ ■ O LU Q >- IZ QNZ) 2�2 �Wof WW z z �/ L.L. ;L zz 2 0 U � _0 m z A3 Q z z W woO N LAST PLOT DATE O z� . J STAIR DETAILS S F T FLOOR FRAMING PLAN (ELEV B 1 /411 = 1'-011 0 io LO 0 r 0 0 CJ1 CJ3 CJ5 30'-01, M U U M U I I I I EJ7 II II II I I II li I� II I II I it I II II I I I I I I I I II II I I II I II II iJ II A9G I I t r A7 Ii l DROPPED FLAT TOPS OF HIPS FO IFRAMING -4 A5 (GIRDE1IlOT DROPPED) L___ _________________---- -- _---- ------------- II II II ----K3-------------------- 1----- — — — I I I I II II BOTTOM CHORD CAN BE Li REMOVED IN FIELD OVER Al i l AHU IF NEEDED (SEE ENG)------------- II II I I I I I II r-----------r—J L. -------- <_--_::: A1A i—f I I I --- ------------- II II II II II II 3 II II I L________J I IL J I r- — — — — — — II I I� IIC----------- —------------------ II t1 --------------------------1L- ------tz Q II II II II II II II II -----,1 II II II II A2 II II II II II II II II II I r— 7F------------� A4 II Ij II II II II II II II ---------------------------- ---------------------------,-----JJ II II I� I� A6 I II II DROPPED FLAT TOPS OF I I ` HIPS FOR FRAMING tt I Ag (GIRDER NOT DROPPED) I I I I ll I I A10G r------------J L---� I I I I 2'-0" II I II J I m (_9 ER II I I II I II I � II II II II II II II II m II II Ln U II II U U BGE II II CGE 13'-8" 61-411 101-011 30'-0" ROOF FRAMING PLAN (ELEV B 1 /411 = 11-011 THIS IS A TRUSS PLACEMENT PLAN, ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. FRTF FR I IN PI AN IlF r:ni ('1r^.Afa('1N TRI IRS FRTA niRFNAnn PARA AYIJnAR FN I A INSTAI ACION IMF TRIJSSFS I nS niRII.InS Y AROtJITFCTlJRAS nP INGFNIFRIA np: INGFNIFRIA SIJPFRAN FSTF nOrtJMFNTn NOTE: NOTE: MULTI -PLY GIRDER CONNECTION. DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOTE: ALL PLIES SHALL BF FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THE TRUSS OR TRUSSES, AND MUST BE INPLAC AND IN SERVICE BEFORE THE TRUSSES SHEETS. ARE SET IN ORDER TO AVOID REPAIRS. NOTA: NOTA: NOTA: CONEX16N DE VIGA MULTIPLES. NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE LA ACEPTARAN CARGOS ANTERIORES SIN APROBAC16N PREVIA FOR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS FOR LOS TRUSS 0 TRUSSES, Y DEBEN ESTAR EN LUGAR Y INSTALAC16N Y ANTES DE APLICAR CUALQUIER CARGA. FOR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. CJ1 CJ3 0 ti CJ5 0 CV 0 0 N CJ5A O CJ3A ti 5N NG�� P00F PLW CUT m FLw oon SNWG�E \GOF PLUP CUT __j 0 12 10 JZ REFER TO ENG. PACK FOR CONNECTION CJ5 o CJ3 i` LO U CJ1 U T U V-0 5/1611 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING (2) '16D COMMON NAILS OR 0.128" 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) All valley kits marked 'W" or "MVK" CAAAll conventionally framed. Please refer to engineering pack for details. '9 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 AHU ABOVE O 2211x36" ATTIC ACCESS 5 O T R STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS 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". 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A'S 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. General Notes I ) 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 SCSI-Sl recommendation 4) permanent X-bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X-brace throughout the structure. Please refer to 8CSI-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 104 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. IWALL KEY LOAD DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SLC OB/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RBO1 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRA VERTONFLRTRUSSES@EXTERIORWALLS ARZ RD01 Rev'd cant at garage rdg J121Z91//118 RE01 REVISED FTGS LOADING ARZ F CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 6, N. W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA � PROJECT :VAROI-US MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC LLOT BLOCK J DESIGNER PAGE SLC DATE OC 1 1/ 15 LAN# SCALE N31 7639E 1 4 "=1' HANGERS Xa = LUS24 SIMPSON A L = HTU26 SIMPSON J L = THA422 SIMPSON TRUSS QUANTITY: 112 Labeled End ,Mak ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' 8Y THE PEAK CONSULT SCSI-81 30' Span or ea 30' m 60' can sp ease e 60 degrees ma. n 1 1 713 n --i 1 J. Ilne aPa^aPProM. T Lne span ePProK REFER TO SCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Ni Insist crane operator sets truss this way. CM N a N ;'. 00 LO kn i •'.7 t, ` .•�� , C n ¢ Z w .t V rt O W 0 z aD LO �r E O L L- -CN p c0 co m cy)V) M co N U ao u a Q w ,d M E o :D o 2 g o `L a a 0 aN w a� c L co E GO 7� V CL d) EV)D W (� W OLLi Tn w0E- E-Q � J X¢�z� Lu �a¢ o-J0QZ")LL0 Q LL <aOzQ0z200CC ov)owQ�oO3T00z QQU O Z ncZoO wL-V5�_jwILL oI- UJ �z�Y23 aOwO�F < O� oQ<0' LL. ¢ O I..-. LL O O Z CV OW > (n O � � tM 0 <C LL cM Z CU Wz W J0 O Co \V Virtual Plans Revi Assisi, �Inc. Review for compliance co ithm eel te Ji an ap rov 5y Oebra Ann f�la r20 IP 2�0 it 0 N o00000 LO N N M Cn CD � 0 i) 0 O 8 N 0 N 0 N 0 ' Z O N'^ W 0 0 0 0 0 0 1 /] ♦^ zI- v, Qz w 1110 W moo -E—+ 0)O U UUFn -0 LO O Ozj_ Oho Z arra �— < F_ X�Q � Ln MAW 2 ~O (V W z0= W 2~2 . . � Q O Zwo W LL ■ Z az z F- pU a. _o W z z w wo o 8 I Z 0 J FRAMING PLANS B CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 18'-0" T.O.P. STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. "VEEP SCREED TYP. ELEV AT 0'-0" 1ST FLOOR FF FRONT ELEVATION B v - � .,.1n►lnlrl■�.._ �� ri1n11■IIIII■pill■IIIII■IIIII■IIIII■11n.U111r f■■1■IIIII■11111■IIIII■I..._ .�t11�111Yii111■IIIII■IIIII■IIIII■IIIII■uuIII■IIIII■IIh., .,.111■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■Ills.. .rdulu■IIIII■plll■IIIII■IIIII■IIIII■IIIII ■plll■IIIII■plll■IIIII■Ill11110 1 , .�riu•uuo•uuuurt•i■uuuw•uuuu�91 logA FLASHING tno•uuuuul•utrl•um • © ,�i�_ 2ND FLOOR FF ELEV AT , 111111■I�111�I�111■11 `1T. 0M.\ . -•■ \—WEEP SCREED : • �© ON IIELEV AT 0'4' REAR ELEVATION B U1 /811 = 11_011 4' OFF RIDGE VENT 12 SHINGLE �5 ROOF 11 11 AIIgmIFmIF 11 11�111_ ELEV AT 18'-0" T.O.P. 'r-­7/8" STUCCO OVER C.J. C.J. C? C.J. ELEV AT 10'-0" FRAME * * 3-0 2ND FLOOR FF -12 - - - - - - - - - - - - _ - _ ELEV AT 8'-8" -Ta AV DRIP "V T.O.M. SCREED 2'-0" WEEP 5/8" m SCREED STUCCO TYP. OVER CMU� _ ELEV AT 0'-0" 1ST FLOOR FF ARIGHT ELEVATION B •• ' 11 4'OFF -. SHINGLE VENT 12 ...on1■IIp■111-rlr-•• r.III■lomrnry111INS III? r ftku _o111! I1Irr.__-__: 11 LEFT ELEVATION B 1 /811 = 1 1-011 7 W% 2 LBS. EPS FOAM „„ i I I N 2 LBS. EPS FOAM 1 1/2" 4" 4" 4" 4" 1" 1'4' 11 = 1 1_n11 N q 2 LBS. EPS o FOAM CN 2 1/2" 6 BRACKET DETAIL it -nil � • ROOF FINISH PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 1'-0" ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ill�llgfm 7"X1" ' PAINT TRIM I ROOF FINISH PER 12 ELEVATION 5THICK „ „ ROOF SHEATHING PAINTED RAISE MANUFACTURED TRIM BAND ROOF TRUSS -` METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP WINDOW I ALUMINUM 10 SOFFIT 3/411 = 11-011 NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 11 = 1 1_nll 8"XV THICK PAINTED RAISED TRIM BAND— ;, ME u ft 16'-4" 6'-0" 9'-8" W a ON J 77 U) v _ 0 - - N - W ON J �� 4' OFF RIDGE VENT ILL i SLOPE p W p W SLOP -v> 5:12 :;T> 5:12 w tl O N -J 77 S� SLOPE, 5:12 5:12 SLO 5:12 Ej a ON J 77 U) Lo SLOPE 5:12 ROOF PLAN B 1 /411 = 1 1-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR. LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) 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" OVERHAND 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 VERTICALLI� BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SO. IN. OF NET FREE AREA / UNIT ` SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT M N 0 Lo co Ln Q W LU tno, (1) LO - c:1 W L �— N 80 M00 d N Vu0 } �i fd" E z m u 8 O o 9 Q t Up0 }< W L p E W 2 W OL Uj w�H a �_jU)0�:W LL ,�{ Q Q 0 rW, U WLLVO0 JO emu' Z�LLOZ2��HaQ aw�O_zow°—°mz� 0 o o Z -, a ZWO Oa J < 1-- z LLI w in- LL < 0Qt 5 25QQ<a LL a o LL O O Z N O� D ti O c Q U) CO � �U)LLti 11 M aUa00 Z z W W J O ?fans Virtual Review evi 'cm WIA Idte s11st ljc �r Compliance th t e 1 an 10 F ap C 7 r h E i ilv Debra Ann, Kla E r P i 21 I O N o00000 LoO O � O C) 0 O) 0 O - N o N 0 N o I I ' z O N'^J �\ Lo V qql W > o � o N O M CDo 4 6 6i I c '^ z�- vJ Qz W O W 0 0 0 C) ate-+ O U U UU) Lo O Or< z aaofa wi�:Q W Ln (7 W I- F-~2 ~O (V Zoe ■ ■ W fr f1 Q~� � � Q zxo 0 z Z a Wz z F- pU _o W z z z W W J ~ 0 N LAST PLOT DATE O July 10, 2023 A--+ O EXTERIOR J ELEVATIONS & ROOF PLAN B L- - — ELEC METER - — — — — — — — — — — — — — — — - / FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS B 1 /411 = 1'-011 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 'rHE 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 #12 copper to 20 amp ckts #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 4 Bare attached to Tooter steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH 0 4 1/2" DOOR JAMB DUPLEX OUTLET ih TRIM o c BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: i WALL oz S �� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6 SWITCH AT 36" -6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL -1} CLG MNT LT FIXTURE {�} CLG MNT PREWIRE - FIXTURE BY OWNER -- SURFACE MNT FIXTURE { WALL MNT FIXTURE NOTE: 3 TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS io' 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL l _0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR :U-18* UNDER CABINET 18" �S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING 5FFF 36 :;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND ti 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) ME91 MASTER STATION 7M&:] ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT 0 SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N W � 0 N E > O h 0 W L `.00 Q CO L ti M N M VI co Al E = p §Q p TS\ •Y�/ 0 O O C � 0 N O� xc W C W V 0 EQN� m a Lli ❑ LLI Uj Wuj Q H F-~ X xa~zo 0 <Q U�— Q0XJx �o �°�Z2Z2O❑Q u�0 Cn WWn65xZaW WW�a0Z FFZ o❑- LU WO < LL O❑�Q OQo oZ<QQQO LLJ LL O Z N O� F :5 r.— 0 F M O Q to M w LL � LU I—Q_ WM Z V ~ W W J0 (0 VZ � 01 Virtual Re iew I Plans Review As'Esi t,! I co compliance with ple the ed and 020 F C0 p 7t by Debra An e K a4r X13 1 ' dit n O N 00000N M N f� N N M N M N C 0 N 0 l O Z o o8 o 0 O N ,^ �1 J Lr) W > o 0 N 0 M 0 4 6 0 CO 00 �^ z►— v/ az O zw f--+ O W 0 0 0 U U � Z)z> ❑W— E- o Z a�a r� Q Tilill= 0 W=Q H�2 L0 fV W zox . W a <�07 Z) Q O ZWO �— V W u` Z az Mz Z M� pU ow W Z Ct zzW Ujo 0 >4-1 N LAST PLOT DATE • July 11, 2023 z O 1ST FLOOR ELECTRICAL PLAN B 6-5" BEDROOM #4 BEDROOM #5 6'-7" A V 9=0 0 Nos F FrS — \ . .� 4EDRO M AL #3 CV 00 j BATHROOM 1'-7 #2 GFI A - o iAHU / \ CS \ LIGHT AND SWITCH IN TTIC qP \1 �.l db qP I � 19 W.I.C.- r in OWNERS BEDROOM cs OWNERS BATHROOM CFI I GFI M I 3'-9" GFI LAUNDRY i N!b.!Ml r IN"I LOFT [.1 '-7" TO 1ST FLR ELEC SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 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 THAI' 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 INSTHLLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 ;NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE a TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6 SWITCH AT 36" co 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -� DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER {�- SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 40 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT 5724:;;; 24" VANITY LIGHTING 5FuF 36 :9FR 36" VANITY LIGHTING F--48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND L 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER IIM CHIMES (DELETE W/ INTERCOM) MEEF MASTER STATION �J ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER (T� 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 LO W L U M� 5 A� C t 8 {u Z) O 2 8 O L8 o Q .N V W a 00 Lm V 12 a a ci W W W F W J W 0 F- � z Q' a z ���-iU)0 Q V 0LL002�0 j 0 X J Z W 0 Z g 0 0� a� F- O caW°wozoWowm°zDcai to � zWW Wa J Z -~<0W<FnzwW00�0 CL LL 0Lu W o 0 0QZWa a LL O Z CN O� (� O Q � �M O u- I. Q LL, Q 1-- Of !Z M 00 Q } Q Z U Z W �? WO J O J 1 102 Virtua Review ssi t Plans Revie coinplle.eA a 3qp for compliance with the 2020 F9C 7th t n by Oeb a Arne Klahr PX2 N O N O N O N N N N M N O QQQQQN O O O O O co M V* CD0 0 (D 0 O - N o N 0 N o ! i z O N w 0 0 0 0 0 0 1 N M .4 L'i 6 i Z W (� z QW O W z 0OO CY) +�-+ 0 U U Co 0Wo Z aWa WW L F- N 0 Zo= . W 11 Q�Z) g- Q O O �WIx ■■ Z F- Z Z F-� OU O W z a: z z W wo 0 N LAST PLOT DATE • May 5, 2023 O 2ND FLOOR J ELECTRICAL PLAN ABKL&M W STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT 'INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACO-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 WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 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 145 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 60, f'y = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) AC1530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-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 15132" 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", 1ad = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R 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) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE.5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 9x7 DOUBLE 160 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 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. �? ,? M N O N 0 z 1 Q Z Uj • p LU Z Q 0 NL0- E iC)o O W L � ' � (y) y N 7 N M 7 7__ nV' W E •= L 0 S �= o"-S oQ U < ._ Ln p� U LU Q N C 70 i 00 E� C) n ) W Ur W O Lij Uj wLU F- F-~ X _j X< Z� Q z tY�- u_000_j0 Q Q H V J�O�ix =0X0Q ZLLLL _j0 < 0 Z 0wxw0_Z0w000MZZ V a WWW cn ixQ Q~WpLu IZOo�opCL LL OQ o 0 oQz a LL �Q� O Z W 0� ti pi._:coo Q � M LO a cn QLLJQU� I-IYc-M Z U WZ� W O O JUL Z "4 Z Z3 \lr Virtual I Revi , / �is In Plans Review camplejh s d aP . dap . ro ti for compliance with e 2 B E itio I by DebraAnneth � (31D O N 000� o 0 0 0 LO C)000 0 O - N C)1 I i I I 1 z O N L/ W > o 0 N 0 M C)'^ 4 I=� co Z U0- Z Q W O w ❑ZZ +� O U LLI00 VUU) Lo0 F- ❑Zj or< Z IL Of Q F- c Q 'T^� m W Lr)� N O �O� LLIQH� 0 ZOO C)WQ U Jix LL Z ILZ U � O0 13- W SNO Q Z Z W Wo n N LAST PLOT DATE O Z 0 STRUCTURAL -A DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED 'IAETAL LATH ATTACHMENT. METAL LATH —•,, - WALL SHEATHING I II II II I; Il I 16GAA 1 1`_" LONG (3/4"-1" CROWN) STAPLES (a) 6' O.C. VERT BETWEEN I A' 111�Ax l t I 16rt`+x'-1: "LONt3 13:4'-1" STUDS (NOTED THUS:_) - OFFSET I I I CROWN) STAPLES d 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS -- (NOTED THUS—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3'4" V-0" `DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPA,JkX*' 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 4$IyI STUB -OUT FOR -' GAS METER O O N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16' -5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16a TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - 0L(TYP.) 4'-0" ++ ++ ++ ++ 4'_0„ + + + + + + + + + + + + + + + + + + 4-++ + + + + + +++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + co + + + + + + + + + + + + + + ++ ++++++++ + 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE U-' \--•RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block 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 2x — + 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 FILL CELL—� STD. 90° HOOK r--- BOND BEAM W .. . ..... .... . ... ... ... . ... .. . . ......... ........... . Q STD. 90° CONT. #5 OOC CONT. #5 HOOK BAR BAR #5 CONT. FROM CNDATION TOHIGHEST BONDEEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2'" min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4" max._: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @TOP sides by 6". Hangers with sides not containing WEB STIFFENER top t. DOUBLE JOIST CONNECTION Birds n uth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor col' imn Wi ina,ic N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap Boise Joist Blocking Use 3" (1 Od) nails at 6" n.c. higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel "Non -stacking walls Odnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) MA Cfl ❑ i D 6" A 1Y2" ROUND HOLE MAY 6.' 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangulai Hote Side (in) 2 3 5 6 8 9 10 Any 16" joist Si an (ft) 8 V-0" 1'-1" 1'_2" V-2" V-3'" 1'-3"" 1"-7,. V-11^" 2,�., 2,-9," 3'_2'" 3'_7"" 12 `-0„ V-1" 1'-2" ,. 2" V-3" 1'-9„ 2.-4" 2. 1 ,,. 3'-7." 4'-2„ 4'-9." 54" 16 V-0" V-1 " V-2" V-2" ''_7" 2'-5" 3' 2" 3'-10" '-9" fi_7" 6'-4" T-2" =2" 2'-0"' 3'-0'. 4' d3" 4'-10" 5'-1 1 " 6'-11 " T-1 1 " 8'-1 1 " -3"' 2'-5"' 3'-7" 4'-9" 5'-10" 7'-�" 8" 4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN 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. 1Y2" 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 1Y2" 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" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90S " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION 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- 1 Od 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 suoported by joist hanger. doesn't meet height requirements 0.6 X Joist p 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 H110A (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 a d d . I IL44 'd adI FINI GRADE I I —III —I I f-11 I—T— I I —III J -DTI--�L�---ILf�I 1L7 IlI=111 l I�I---I 11---II =1� I�IT��II LIIlll�illl LJ SLEEVE THRU STEM—/ ° SEE PLAN FOR--' a. a FOUNDATION INFO d STEM FOUNDATION GRADE REINF. SEE PLAN d 4 Q rv�, 11 1+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. I`L- _ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION I -- - - - - - - - - - - - - ---------- --------- --------------- 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 b d d� na L ,III. 111=1 11=1 \� d �e 11=1 11=1 I I: -III; III —I a a d , I=III—III- II SEE FND. PLN, SIZE & REINF. C+M N O N L0 LO u7 00 tz- r tr a, w z Q c� a) LO F _W L� �O U \ c 0 N } ♦— 0 cMo 5 pM V -0 -0— M 2 0 2 �} OMg Q U .N LU QN xk � W L0 CO 0 n a LLI UQCyO,L1L1LLM0,,i W Owe w � Lu 0 I-- LLUO Wu Ja OXLU 0 zzQCe FO00mpZO wwzU)z U Q� U)OOanLLULU wp 'zQ 0OzOZQ Ouzy i�— OW o � �QzQOf LL �ILL s� O O Z LU ju�jo co 0 O QU)CCMIIII z a J � ci) � ti z < UJ < Ln M Z U Wz� W O J O CD d' 2023 Virtual R vie I ' is, Mans Review c mpl ,�s ted and nc. r compliance wit th 2D2 F8 appr /I ve �y Debra Anne l�h �X 3b0 on O N0 N 0 N 0 N N o 0 0 0 ti M M C)o�O G) O N I ' Z O N > N M "It I I I V'^ ' LO 00 Zz QW O - O LU000 V UVCl) LO -0O �zj o�Q :.0 z awn Q Ln = w=Q Ln (D Im—g� fV � O Zoe Q�:) LO 2 0 ZCYO �- Q U Z Z a- U) LL ZQ < -� J OV � a- Z Q z w W fl- O N N LAST PLOT DATE 4-d z O STRUCTURAL 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 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE 'IS" MORTAR NAILER 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 U) 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB uJ a MIN PSI MAY VARY PER - MUNICIPALITY. r' 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE N r 171) 6 MIL VAPOR _ K D 00 BARRIER 1 = II11 ,' � 'r 4 IIIII � COMP. SOIL. III ° (COMPACTED TO 95% =I I I I =1I1=1 I I 1= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I I1 I I I I I —I I I-11 11 I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS z •• • TTI I ITI I I .e :. ` 4" r o0 •%: .. I 11 I .111- SEE A/S3 OR J/S61: I I III I,,, 11i 1111-, FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) , D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _ .6x6W1.4xW1.4 N WWF OR FIBERMESH ° °11=1 1=1 1=1 11= II III —III —III—' 1 8„ 1 1w . ..r...91 l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. U-0" OIL a A.F.F. a . Ur a a a ° ;° a . ELEV. -0'-31/2" A.F.F. ° p 2x4 CONT. ° 11 °a..° o CN GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 1"x P.T. STUD vy #5 VERT. IN FILLED CELL SEE CC/S3 OR 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 _ f 2x P.T. PLATE TYP. ASSUMED FINISHED ' '1 GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY ° D I=III—III—III—III—III I I__I D o. '. ° III —III —III —III —I � 11 z NOTE: *FOR BEARING WALL o° g D D II I II I II I II I II I II I II I II I II I II=I I I� " I=�1 III 111 i W/ UPLIFT ONLY- II IIIIII IIIII 111=1 I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I 11=1 I I —III —III —III —I 11=1 11— —I I I�ll� � I� II � II I II I II I IIII I_II I II I IITI�I I II I II I II I II I II I I I I II I II I I�I� 11—'' FRAME WALL TO C.M.U. WALL CONNECTION D 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" ° ° a GRADE 00 — — — • -(1) #5 REBAR w/ OPT. '=1 11=1 11=1 11= I I- I I=1 I I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" - O.H.D. RECESS CV � M —III �I I Sf,�I -II I111--r1 I •a •. •' . .r I � 00 III a. III —I I =4 I I= ':A . IIIIIII�III •". IIIIIIIi SEE A/S3ORJ/S6J -'ii 1 ii4„=,L!ii II, i• FOR REINF. INFO. L 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. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E , 5/8"OR 1/2" HIGH STRENGTH J (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. ] z ° I I=III=III- I'31/2"(min.)- 4" 00 D —I —III—III 31/2"(min.) - 4" 111_=1 1 I I— 1I- -I I I I I III-1I (2)#SCONT. � =11 ,;,III„III�III 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP (@ SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" 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 C31/�2"MIN . TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. •-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) — INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 ' WWF OR FIBERMESH 00 1(3 1/2"(min.) .4" =1 I-1 I =1 I I III —I I =ITI=1 I i I -f1 I1 II I I I f1=1T_I-1 I I —III I I I=11 (2) #5 CONT. 14,II 1, 1,1111 1�14[1111�1 1, i,8� 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP APPLICATION NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2x P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHO:FROM 2X PT PLATE #5 REINFORCING Q BOLTS 6" MAXWEEP SCREED INSTALLED BAR W ENDOF2"x P PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a N ° D FINISH GRADE ao [GRADE 60 MIN. Fy= 60ksi] a -III—III—III m D. 25" MIN. LAP [30" MIN. LAP] D —I I i=1 Will-W 6 MIL VAPOR BARRIER III D ° I=ll III=11=_ °° (0 -1 I 1 III=1 I I —III—) I I— #5 REINFORCING BAR R 1 "8 #5 LAP SPLICE III—III—III—III-1 COMP. SOIL. (COMPACTED TO I I I I D a . I I=III--111=� I 36" MIN. LAP [36" MIN. LAP] xxzx 95% MODIFIED PROCTOR ASTM �— I I=III=1 I I=1 11=1 11=L=IIII .I I 10" D1557) III II1 � III .III...III, III-_,III- 4" V-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"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. SCALE: 3/4"=V-0" 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD, 1/2" FROM SLAB 0101, Q CONT. BEAD SEALANT • ' INTERIOR ,ONCRETE NAILS W 1 1/2' :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. 'ENSION 120#) CONCRETE SLAB a° a 00 E- N T 1= I1==' -1 M 6 MIL VAPOR BARRIER =III I I �I —III IT_I Tll= 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. 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 F SCHEDULE � > a w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o W CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS W/DRYWALL SCREWS @ 8"O.C. 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 04 SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER ' a. 0'-0" FIN. FLR./,-6 COMMUNITY SPECS — — — — — — — K S3 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 _ WWF OR FIBERMESH ° D f—III—Ig II TIT 1Tf (2) #5 CONT.Iml l l I ON 3" CHAIRS (TYP.) 8" 1,� 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH plan ° —�or com 00 4 e. coC N � M III a �•.— III111- III I —I SEE A/S3/J/S6 4" 1-41i 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. `= ' M ° °' —III III —I I I— Z= 11 I-1_TI-1�=T w 0 LU 0 `� LiI �I I I I I I1 o� l 11III =III=,III-, Z U_ — a„ a d = —' 111. — Cni ;;z Q III=1I I— —FOOTING 'T U ' DTI I ITI I ITITIT' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N O N �v LO rs '1 4 ta..i. 1n `¢t.a= O r Q w 0 z a L L W 0 U M N v CO 'clo N V O Om u a 0 co W >_ L M OEg o Q �N t�' w O� �� C V o E� 0 7N V 4 W W W t- W J W 0 H J Z a �O2_j 0��<1.002 0 Q Q U �z�o�Do ZL< (3U)x92ztF00mzz WWIL WU5Wx<0UOZ< tnulw wOWo� a¢OW QzZQ LL 0W WoOa 0W zg a LLa 0 tea, O O Z W O11-- (n O 0�(MI` to J LL C� G (` F— 11 M 00Z 0 Wz� W O J O mi J L .12023 Virtual Review A sist Inc 1 Review completel an ap rovc d liance with the 2020 F 7 h1E tilon y Debra Anne Kla r p p 0 1 ' O N a000 N N N N L co co O W0)O 0 o r- N o I 1 I ' z O N^ ' n � � O O N o M O d , r Z ~ h./ Qz w O + W LUO_O -1 0) O U U � L 0 0�< Z aofa F_ LUw¢ 00 = w I- ('V 0 zoo ■ ■ W fl �3O O Q aLUIz J W ILL Z Z U O MMO W F- z z z w W J O N LAST PLOT DATE O z O STRUCTURAL DETAILS - MONO 2x6 / 2x8 WALL BEYOND SEE PLA FOR HEADER CONNECTION N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (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 DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 1 Od @ 4" 0,0. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. j4 \`\np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II 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 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 M KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / miail . ••• . - •- • �7 ■■ Mil one NEI MEN 1001111 MINE: ■mill MINE milli MIN. ■III lily■ Milli Il�I� ■�I�� III■■ IIII IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYP. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. OOF TRUSS O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 J Q rm w O 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.) FMOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT 1 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" 0/C !:(TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE t.: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 �j RESISTIVE BARRIER,�% I INTERIOR ❑ ❑ FULL 8x8x 6 BLOCK SIMPSON •SP2 w/ (12)10d \ �I WALL ElNAILS AT EACH STUD \/LV DOOR OPENING DOOR OPENING DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS mml FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 WALL ❑ ❑ ❑ 0/C FIELD ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dxl 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR 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. 900 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. 2x6P. J-BOLT TRACK BRACKET 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 V-4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (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 SFF �Nw 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1Od x 1 1/2" AT EA 1 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: 1Od NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP, 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A I /8"x10' 'J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 . .................. 71 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d dQ c. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAA 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 PLICE NAILS TOTAL) EA. SIDE OF �.�S�Zj 48„ SPLICE STAGGERED MAN. OAST, Od @ 8" O/C TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U �za- r- 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) > (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" ATTACH ALL J 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ IAI 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. T076PPLATE MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. STUD PLATE LENGTHS MUST BE BOTTOM MIN. 8" EMBEDMENT w/ WASHER & NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE rN SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS •7 SIMPSON C L C P.T. -ATE SIMPSON SP4 SP2 SIMPSON 10i ST co J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 ..f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED N TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 OB • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY • SIMPSON SP1 w/ (10) 1 Od NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. i MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 M N O �O ply;^•�-4 Lo i 2 a - 4'> r 0 p ._ p z SIN 0 ul 'o to L. -z o u N � m N M .2 %) U � -4) E0 0 2 _:) �Q w QN U �1 7W) v f`� CD E V ^ a W C7 W pllj uS w0E LU �a U 2 _j x< zW z W7)-_jQOa�,nU_0 R 0 Q Q = V F- <OOJZLLLL0ZM20~- ¢ z C�cnwo�aOZOtr00mz U O 0 O Z _3�LLJ a LU >zyc'zLLoao�a. Q�¢owQUn?wz-2Ua LL OW �H- �YZg¢ Q oQ o o sQ Q LL aR O O Z N OW I— W 5ti I.-: co O z Q M Lo cn LL_ ti wcyi z 00 < Z U Z w U-1 J oO CD It JU A2 Virtu (Re i! w Assist, I c. (or co mpliance by Deb co with An pl t�e ted and � Fj�2 pr oth v diti a K ahrOF 3on n O N N N N N ti M M O CCD o O a O N o ' ' Z 0 N j � O N O M O ' 00 >_ zZ U) ¢ w C)z Ll.l p 0 0 0) O V LU UVFn 0 o�p Z 0- EE In = (7 m=w In 1-�2 (V Zoo W ~ . . L Q 0 zxo C)Z V ■ ZQ nZ H2 0_3 0 0- Z z w Uj w C) N LAST PLOT DATE . . Z 0 STRUCTURAL J DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" G.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'± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & TOE NAILS @ @ .� AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) . EN EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 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 7 OSB SHEATHING ATTACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 `- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX, 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1Od 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 NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C, FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. () 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 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" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" 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. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE TL 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ 2"x4" CROSS BRACE (2) 16d NAILS 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" X RIDGE FASTENED AT EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 TRUSS SPANS ^ 10d & (2) 10d TOE ATTACHED W/ 2 -16d `il�� NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF • O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUALIN I OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL 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/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL Mn BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S6 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" PLAN FOR TITEN TO CMU 14�SEE CONNECTION ( ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAYBE REPLACED WI (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 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 MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1OKT w/ (4) 1/4„x1 1/2" SDS__ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL Le 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 /7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. CJ w W 0 o O z o w m o o 0 d ---- b >� ----w o Lj Tw w STOP CHORD 2X4 #2 SYP BRACING SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16 O.C, MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION hr CM N O Cf o �,4 LO �* -^ ._.a i;,.,Ql Q }.z a Z W 4 ❑ 3: w z Q L > _W Q u N Mc N 4- M a(/) V -0-0- m 2 M .O 2 M � o o 0 6 ,0 0, ) Q .N LL 0 1 . L 7� 0 o E� a W W LLI Uj W 0 1- �Q ccLU � Of zx z ��cnO��< 0� (Y Q Q V F. j0 QCJ0 z'U.9zmo01—Q¢ 0cnx,OzOm00mz� U O Z co d CnzW W d'Qz J a~L¢QW LUW��O�Q 00 W 0 0 0 Q z Q LLQ 0 �Q, f1 O Z N _Ow_ � � 0 CO COCD z Q � M [*-- 0- U) 2 U) U_z ti < W Lq I—��M co Z U W W _� O IJUL, 2 ' 02 virtual Revi w A slst I c. fans Review cOMI omPliance with t fete o 20 an O F a pfrov C 7 h E 1y fiebra Ann Kla rIF I 210 I 1 I ' N NOON o 0 0 0 UD M M O coC) O O O - N CD I I I z O N W o 0 0 0 1 1 L '^ L/ U N co 4 00 Z v/ QZ W O Z 1- & O w V ❑OO _ UVC/) Lo0 I-- ❑ z j of— Z IL x = m=w H2 N � O zo= a=U) .. Lc) Q 0 Z o o OW U aZE Z .�C Q F � OU O m z z z W Uj J pl- OO N LAST PLOT DATE z 0 STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4809 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 ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER W PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO zo o 16" O.C. 2X S.P.F. STUDS m W/ (4) 16d TOENAILS TO TOP PLATE 0 U)7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED A"JD NAILED W/ 1Od j Uj 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 51000 B 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 il STD. 90 HOOK (SEE DETAIL) 1!2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID WIGROUT 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 CVO 6x6 W1.4xW1.4 WWF OR FIBERME: ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LU 0 4"x4" INSPECTION PORT AT N EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLCPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE 111 , .I \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION , SCALE:3/4"=V-0" C SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD£,,. i�]TIy�iZ•l:��i9 BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS 'a 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2' NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 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) 1Od @ 6" O.C. NOTES: ' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR ITt MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" O.0 PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.G. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS("0 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)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH p a: a.� .° d e.CO I I1—III- o i l I III .< ° I I I I I I I I I— I 11,=rl IT I I I II i II I II I I I II i II I II 1 — —�—C #5 CONT. ON 3" HAIR W/ 3" MIN. 8 1-8„ II C1 8 CLEARANCE INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. w w x 0 0 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF NOT FULL J¢ HEIGHT SHEET C cn z G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSUREI F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL n C SHEA1 RING Oo EDGES (SEE OPENINGLl SECTION X-X Lq O- L) C x w x E uj 2x STUDS w BEYOND. y SEE PLAN 0 OLE I I[ I "--2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM ,AiAII I r1 r,1ATI^A1 nIA^nAAA 3/8" "S" = NAIL 3/8" SPACING _�G_S_ 1/2" 3!4"/1! S 'I l S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X SF A/Npp� �N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES, A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Jj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ys". r i OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL J Lu w LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J } Q 1- O a mPooco w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. V~) co =) z w OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w O O MEMBER IF GABLE END 0 LL " NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" ° DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN `S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w! (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 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"D►A, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. M!N. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH , C q d A •E - d ed °. , e M " .. -III—III—III I I ° a a . a. IlIIIIIIIIIIIIIII 4 a III=1 � �—' ' (3) # 5 REBAR ON 3" CHAIR 4" j'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 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 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1 (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 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. co FINISH GRADE i" =) I I= I I CD z T @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 0 N 1. O 00 Lo jv J Q i h r, v, 44 h; I .t ; w Z Q o _W a. 'C 'O U 0 M m ` o. N M N V -0 M �� E 8 o�8 aQ s .N LU N QN L N i 00 E c6 a �a (7 LU o� w w2�0 H ccJ x Q Z X Q Z 0: _j 0 U_ 0 0 LL Q Q U F— Z) U) �oOJZ11 ozmooH_ ¢ z Ou)xggzowoomZ 0 O z cnwo w�nwww� ¢~¢JOwHU) 2320 LL 0u 0� o oQz Q Q Q LL ILL O F O O Z W OI­_ (O cMOI,*- J U') cn U_ It Uj Lo c'M 00 Z V Wz3: W o J O q" JUL1 10 Virtual Re iew Alsi t; if Mans Review coInpleted and c., r compliance with the 2020 app FBC 7 r y ditJ o 7Y Jehr Anne K ahr I pIp 01 O N O o000 O p N N N N C)coO O I I I z O Nt^�0000lIl` Lo j r N M v i I i 00 �^ Zz VJ aZ W C)Z W moo_ .+'J O V rJVFn 0 0�� z d0Yd W LU (9 mx:w F-Ln N � Zoe ■ ■ W I..L Ln 0 oo C)WLL >Z Q gMHO z CL r Z �� U -1 pow W tY z S6 z z z W Uj c) N N LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT — APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 3-114" 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" F FURRING TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 411 2X8 BLCCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 11 1-1 /2 D ETA! L 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL 4 10d NAILS INTO , ( ) BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS T2 BRACE/ BLKG. INSTALL WDW. SCREW ANCHO x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAiLS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL r7*) 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. RAID. 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" 8'1 BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH 1 X 4 FURRING 3LKG. & 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 INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK-(1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS _ IS 2 PLY INSTALL SIMPSON LGT2 w/ 16 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT , FURROW. MAINTAIN UNIFORM JOINT WIDTH. 5N... 6" MIN. LAP " G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. 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. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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" = 1'-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 —III —I I ITT-7I I IT —I I IT—�•I I I gD. ° —III IIf ,lll,;,lll-r .D � .D III � III• =1T— IF GRADE D p .' e D ITI �_ z 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 IR YP.) rHE :S 1 IAIAnnr_0TADI C IAICTAI I TInK1 FILLED CELL INSTALLATION rH 1 SEE ARC+ H FL *4 AND SCALE: N.T.S. FARE ENC :;'I.S S DE'SIC;N 5E r N()T BE 2x SUB FASCIA ALUM, DRIP EDGE E r-,' .VA-L. TAPE FASCIA �' Fa= _. , PL.N I I , ; ,,r 1.3,='° ! - RIBA PAINTED F :�HA NIEL. -+ -_ _ r SS NAI L re' 5115" HEAL! r�_-T' hCCI PEF; I _ D I A tw 2 t" 0 Ca _r_ NT VENTED OR SC -)LID SOFFIT GC by 2r4E.AILED' +- L 2xEL'aCKINGNAlLEDTOTOP FL_fCKING .v2"2r, NAILS ::H .RD EVERY 0 1 H E: : HUSS .(, . -12� NAILS. -YP_ Go- i BUILDER TC) VERIF1/`PRC,,,'IDE S,,FFp,T N'lATERIAL $PAN cAPAC'.ITIES BASE: I C-=3N i H_ DE`'IC;N PRE 'Sk.IRES �PEt:IFIED F(.:1H L:CwNIPl_1NENTS AND CLAL)DING LISTED IN THE DE'eIC' N CR1TERIACNJ SHEET SIN Ft".Q ;^;,OFF ' AT-TAC;HMFNT AT ti 'AiA (''I"R Al 1-H5, A'- I:i.t INC: FI_� 16'44 F5 F'- RUD:-'C�Ts PPRC�ALI F CHANNEL FASTEINE -D .:M11 I VT NAIL .067 _+IA ` 24" O.C. v:• Y''',1':N EM SEDMEPIT VV OD v' I?} 1 CA 3t4'xlia" C_T<<,VV STA-'LES jD 24" 41AX. 0 G. IN O!APi% lOr PATTERN ti11F+FASCIA'lid^ 1^ "A ,/4 );1,4 �R( V,!N^k F q) :Ar: H (-,R0014'F 5-01 STRUCTURAL SOF�FITFITSWITH SCAN 0 : ::'1 1 4 Ir STAI l N11r) SPAN BI 0 JeIN-:' PFR THE ;.i)FF':T Fd FIA INFTAI_LATIt.)N , RITFR4A '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 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + !ENGTy PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP a a EACH TRUSS CONNECTOR SEE LINTEL / SCHED. / CENTER SOFFIT PRECAST LINTEL �/J SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 wl (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP Sr:AI F• 314 =_ CUCCT n7 MUM m z 0 U_ 0 W U H M U U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" , CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.W. ° e . � .. OVERRAN 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'-011 INISH FLOQJR >' D ° ° D #5 BAR CENTERED W/ 0.b 9 H IN TOP o KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING p SIZE AND REINF. PER PLAN -I I •' ° D °. ° AND SECTION DETAILS - I ° CLEAN FILL DIRT 71 z 2 STANDARD o 0 �+ #5 BAR IN 90` HOOK FILLED CELL , ea- - .. a• Oe a• O Oe �.O 9e �• Oe-n• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REAND STEMWALL SECCTITI ONN DDETAETAILS SCALE: 3/4" = V-0" f ATE: 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 f 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 ink -.11 1\I M SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. M N N LO LO - y LO 0 co L A °j w O N. W Q �1N W j O N 0 U N M co V) V -0-0- « cl C t SM 0 2 NINEU O S a, a i p1� < •Ln U W S.LN C OL. o E .2 4 V F,-)° 1 W w W I.- W J W `L F- O a Z - aa p2Q0Ja 1- x J xZ ofWU' OQcJ� -D ¢H JOQ'LLU Z �ozm�ol-Q =5 < )w�w_�Owo�°o z ZCL a°(QWW zaj °�Z� oUJ (O ~w�w ) ILL. oQQca Ow sl O Z CN 0 S2 z) ti m c) Q Co CO � I— IY a. M (Y a- Z U WZ� W J 0O JI 21203 Virtual Re iew Astsi t' I Plans Review co nple ed i nd appre c' r compliance with the 020 FBC 7th iti n by Debra Anne K ahr Pj2 01 0 N o000 N N N N ti _M M O ' z O N ' ^ U Uj00 i vCT ! a Z C)w W 00 0)O V VUU) �. O =)z5; owe Z a_a LU w a L / = LU m=Hw 2 N zoo ■ W <H=-� LO Q 0 zoo 0 CU wLL �ZLL • Z Z �z F- U � p a- _0 m z z z w LLI CD O N N LAST PLOT DATE .. O STRUCTURAL DETAILS - RETRO FIT SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. MALL 10 SYP CUT TO FIT %RS IN WALL —2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS � I EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER GLUED D NAILED 0 SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS s, 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H —2x8 SYP GLUED 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON 1 Od x M/2" N IL (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND 'X NAILED NAILED—\ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT L1 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" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 11' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS - OF STAIR TO CONC. W/ J" X 2 a' TAPCONS @ MAX. 32" O.C. GA + TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP tiN 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" E SECTION VIEW SCALE: J" = 1'-0" ON F F 2x4 STC 2x4 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 =_/ 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER /7\--,,. rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 Jq" 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 PCS1 PER CONTRACT, (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 HIM k oUIVJ I MUI.# I IUIN Ur. I f—XI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" MALL JOINT YWALL TO JER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW "WALL JOINT YWALL TO JER JOISTS) 2x SIMPSON MT (14) 10d x 1 1/ u .L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = 1'-0" CV) N N LO LO LO coo LO LU a �.l 0 w Z Q L W ': `O � U N N co +' V) -Q : L � O V u. v C6 c 0E 7W L C-) CL V � V, LLJ Lill ow vi w0� �— _j w jj—Zlx 0D2_j<02W<' Q V Q H 00' _jO QX ¢F- QO�ZL�L_0Z2� onoZuH wZm w< Z <WDawwwW¢Ow�� Q<¢Owzwza. LU Ow !YZ ¢ OW 0¢ ¢ LL¢ o sl 0 Z N OW �1-CMOO Q � M Lo LL U) ^ t` M 00 Z U w� W J 0 d' U � Virtual Plans Review F!evic om As I s si t. Talp lqc. for compliance with tf e o 20 n 0 F C 7th rove Ed tion by Debra knnE Klal riiP 230 0 N o000 N N N N 14 M M OZ g Ln > N M QZ W o w zz 000 4+ 0) O v �Ocn I" O �z> 0�� Q/ z id aLU = WLd =Q �r, F-F_2 N � O Zo= w 0- a~� L Q M§ ZWO O Z V LL aZLL = Z H U Q � O W z Q Z Z W WST J OO N LAST PLOT DATE @ . . z 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 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED, 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 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. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 < 10 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 CAs7'-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-0B 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB LENGTH 11.8 8F8.18 8F12.1B 8F16.1B 8F20.1B 8F24.1B 8F28-18 8F32.1B 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 1 4605 6113 1 7547 8974 1 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 1 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 C-113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5' 81 8360 10394 37 8825 14 1011 1729 2632 2205 2698 3191 3685 7'-6" (90") PRECAST 743 1011 1 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1 1160 1625 2564 3486 2818 3302 752 1 1245 1843 2564 3486 4705 37 6390 47 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1 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 PRESTRESSED N.R.NR NR NR NR NR NR NR 14'-8" (176")458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.RNR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.RNR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. N R N R N R N R NR NR NR -76-51 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR I NR NR NR NR NR NR 129 1 250 450 654 e84 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 4A=T-4494TY SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14.OB 8RF18-OB 8RF22-0B 8RF26-OB 8RF30-OB LENGTH 8RU6 gRF61B 8RF10.1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF2&1B 8RF30.1B 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9,479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 1 2277 2839 3402 3966 1167 2481 4567 1 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 1 1825 3120 5048 7915 1 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 1 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 1 3146 9'-8" (116") PRECAST 411 526 999 1568 1 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^mr-4Rrn SAFE LOAD ^'��PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 54" (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 15'-4" (184") PRESTRESSED N.R. 259 82 17'4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N. R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,•�/►Rrn SAFE LOAD ''"� ■ � PLF TYPE 8RU6 8RF6 REINF. LENGTH CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 1 788 510 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 4^W-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20.1T 8F24-1T 8F28-1T 8F32.1T LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T dF32-2T 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 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-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 147115 181 15 2152 16 2494 15 591 1 851 1326 1705 2084 2463 2842 10'4" (126") PRECAST 530 552 91415 118 15 1458 15 1732 (151 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519(13).671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 1 364 609 897 1224(8),1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 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 37611 461 10 54511 62911 137 221 1 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 1 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 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 C^Wr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.IT 8RF14.IT 8RF18-1T 8RF22-1T 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 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 1 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 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 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 198015 2322 16 395 1 589 1135 1514 1893 1 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 Fe ��_ `0 >D >" Do oc,o 0C � CDc 6c c� c 8F16-1 B/1 T 8RF14n-1 B/0T 8F8n-1 B �/ �/ °a °D > > °D � C C - D 8F12-0B/1T D Qc 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 +-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. cn (n x OmN2cA° w 0 d Uj a #5 REBAR AT 0 LU . j: a BOTTOM MIN. (1) OpaOfZ WQREQ'D Q LL. d J J J Z-wQw 16GAUGE W °A POWERS STEEL U) 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 W�GRCUT 1/2" CLEAR C.M.U. 00 EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Oc7 w z= in C C 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n (#) 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 4A=T-4494TY SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14.OB 8RF18-OB 8RF22-0B 8RF26-OB 8RF30-OB LENGTH 8RU6 gRF61B 8RF10.1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF2&1B 8RF30.1B 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9,479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 1 2277 2839 3402 3966 1167 2481 4567 1 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 1 1825 3120 5048 7915 1 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 1 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 1 3146 9'-8" (116") PRECAST 411 526 999 1568 1 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^mr-4Rrn SAFE LOAD ^'��PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 54" (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 15'-4" (184") PRESTRESSED N.R. 259 82 17'4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N. R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,•�/►Rrn SAFE LOAD ''"� ■ � PLF TYPE 8RU6 8RF6 REINF. LENGTH CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 1 788 510 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 4^W-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20.1T 8F24-1T 8F28-1T 8F32.1T LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T dF32-2T 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 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-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 147115 181 15 2152 16 2494 15 591 1 851 1326 1705 2084 2463 2842 10'4" (126") PRECAST 530 552 91415 118 15 1458 15 1732 (151 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519(13).671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 1 364 609 897 1224(8),1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 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 37611 461 10 54511 62911 137 221 1 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 1 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 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 C^Wr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.IT 8RF14.IT 8RF18-1T 8RF22-1T 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 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 1 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 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 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 198015 2322 16 395 1 589 1135 1514 1893 1 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 Fe ��_ `0 >D >" Do oc,o 0C � CDc 6c c� c 8F16-1 B/1 T 8RF14n-1 B/0T 8F8n-1 B �/ �/ °a °D > > °D � C C - D 8F12-0B/1T D Qc 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 +-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. cn (n x OmN2cA° w 0 d Uj a #5 REBAR AT 0 LU . j: a BOTTOM MIN. (1) OpaOfZ WQREQ'D Q LL. d J J J Z-wQw 16GAUGE W °A POWERS STEEL U) 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 W�GRCUT 1/2" CLEAR C.M.U. 00 EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Oc7 w z= in C C 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^mr-4Rrn SAFE LOAD ^'��PLF TYPE 8U8 8F8 REINF. LENGTH CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 54" (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 15'-4" (184") PRESTRESSED N.R. 259 82 17'4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N. R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,•�/►Rrn SAFE LOAD ''"� ■ � PLF TYPE 8RU6 8RF6 REINF. LENGTH CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 1 788 510 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 4^W-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20.1T 8F24-1T 8F28-1T 8F32.1T LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T dF32-2T 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 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-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 147115 181 15 2152 16 2494 15 591 1 851 1326 1705 2084 2463 2842 10'4" (126") PRECAST 530 552 91415 118 15 1458 15 1732 (151 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519(13).671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 1 364 609 897 1224(8),1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 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 37611 461 10 54511 62911 137 221 1 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 1 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 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 C^Wr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.IT 8RF14.IT 8RF18-1T 8RF22-1T 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 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 1 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 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 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 198015 2322 16 395 1 589 1135 1514 1893 1 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 Fe ��_ `0 >D >" Do oc,o 0C � CDc 6c c� c 8F16-1 B/1 T 8RF14n-1 B/0T 8F8n-1 B �/ �/ °a °D > > °D � C C - D 8F12-0B/1T D Qc 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 +-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. cn (n x OmN2cA° w 0 d Uj a #5 REBAR AT 0 LU . j: a BOTTOM MIN. (1) OpaOfZ WQREQ'D Q LL. d J J J Z-wQw 16GAUGE W °A POWERS STEEL U) 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 W�GRCUT 1/2" CLEAR C.M.U. 00 EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Oc7 w z= in C C 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,•�/►Rrn SAFE LOAD ''"� ■ � PLF TYPE 8RU6 8RF6 REINF. LENGTH CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 1 788 510 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 4^W-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20.1T 8F24-1T 8F28-1T 8F32.1T LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T dF32-2T 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 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-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 147115 181 15 2152 16 2494 15 591 1 851 1326 1705 2084 2463 2842 10'4" (126") PRECAST 530 552 91415 118 15 1458 15 1732 (151 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519(13).671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 1 364 609 897 1224(8),1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 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 37611 461 10 54511 62911 137 221 1 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 1 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 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 C^Wr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.IT 8RF14.IT 8RF18-1T 8RF22-1T 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 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 1 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 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 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 198015 2322 16 395 1 589 1135 1514 1893 1 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 Fe ��_ `0 >D >" Do oc,o 0C � CDc 6c c� c 8F16-1 B/1 T 8RF14n-1 B/0T 8F8n-1 B �/ �/ °a °D > > °D � C C - D 8F12-0B/1T D Qc 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 +-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. cn (n x OmN2cA° w 0 d Uj a #5 REBAR AT 0 LU . j: a BOTTOM MIN. (1) OpaOfZ WQREQ'D Q LL. d J J J Z-wQw 16GAUGE W °A POWERS STEEL U) 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 W�GRCUT 1/2" CLEAR C.M.U. 00 EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Oc7 w z= in C C 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^W-4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12.1T 8F16-1T 8F20.1T 8F24-1T 8F28-1T 8F32.1T LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20.2T 8F24-2T 8F28-2T dF32-2T 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 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-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 147115 181 15 2152 16 2494 15 591 1 851 1326 1705 2084 2463 2842 10'4" (126") PRECAST 530 552 91415 118 15 1458 15 1732 (151 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519(13).671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 1 364 609 897 1224(8),1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 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 37611 461 10 54511 62911 137 221 1 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 1 267 10 341 10 416 10 491 10 566 10 124 200 1 316 450 600 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 C^Wr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.IT 8RF14.IT 8RF18-1T 8RF22-1T 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 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 1 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 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 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 198015 2322 16 395 1 589 1135 1514 1893 1 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 Fe ��_ `0 >D >" Do oc,o 0C � CDc 6c c� c 8F16-1 B/1 T 8RF14n-1 B/0T 8F8n-1 B �/ �/ °a °D > > °D � C C - D 8F12-0B/1T D Qc 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 +-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. cn (n x OmN2cA° w 0 d Uj a #5 REBAR AT 0 LU . j: a BOTTOM MIN. (1) OpaOfZ WQREQ'D Q LL. d J J J Z-wQw 16GAUGE W °A POWERS STEEL U) 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 W�GRCUT 1/2" CLEAR C.M.U. 00 EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Oc7 w z= in C C 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^Wr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.IT 8RF14.IT 8RF18-1T 8RF22-1T 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 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 1 2525 3374 1 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 1 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 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 198015 2322 16 395 1 589 1135 1514 1893 1 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 Fe ��_ `0 >D >" Do oc,o 0C � CDc 6c c� c 8F16-1 B/1 T 8RF14n-1 B/0T 8F8n-1 B �/ �/ °a °D > > °D � C C - D 8F12-0B/1T D Qc 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 +-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. cn (n x OmN2cA° w 0 d Uj a #5 REBAR AT 0 LU . j: a BOTTOM MIN. (1) OpaOfZ WQREQ'D Q LL. d J J J Z-wQw 16GAUGE W °A POWERS STEEL U) 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 W�GRCUT 1/2" CLEAR C.M.U. 00 EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Oc7 w z= in C C 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n (#) 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 Fe ��_ `0 >D >" Do oc,o 0C � CDc 6c c� c 8F16-1 B/1 T 8RF14n-1 B/0T 8F8n-1 B �/ �/ °a °D > > °D � C C - D 8F12-0B/1T D Qc 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 +-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. cn (n x OmN2cA° w 0 d Uj a #5 REBAR AT 0 LU . j: a BOTTOM MIN. (1) OpaOfZ WQREQ'D Q LL. d J J J Z-wQw 16GAUGE W °A POWERS STEEL U) 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 W�GRCUT 1/2" CLEAR C.M.U. 00 EBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= Oc7 w z= in C C 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n 1ST FLOOR LINTEL PLAN (ELEVATION B' LO LO o Uj C Cco V) O WLCL LL LL L 1-Cr 00 - 00 N 000 6 0Sil - ;n M N O N o §, � ' jr Q '' ✓ 1 Z Q /^N A' O LO M co Vi h M V -0-0- 2 M � Oo 0 0 Ii o O Q •^N^11 • O^ � � � ■ I.l.l Q.N C: 7W 1` REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' x 8'' LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U II)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 1 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 514' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 64' 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 145A 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 1 115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 814" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" &-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 1141 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-81, 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 (2) 7116 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 N.R. 522 522 360 499 2 No.4 154" 4'-0" PRESTRESSED I2 I No.3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 1 T-4" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 357 357 254 352 2 No 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 277 277 202 281 2 No. S (2) 7116 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 256 256 88 262 2 No. N.R. 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 219 219 65 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 203 203 55 215 N R. (2) 7116 strand + �24 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 64 64 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION ,I^IVT=,_; �ANrr-•o 9P.<AT 18x16-P-1 L/l U] REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J DETAIL'K' 2'-10" 1 V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 34' PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9C53 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2I 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" 64" PRECAST (2) D4.5 WIRE 2 No.4 3G71 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 914" 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 11'-4" 10'-0" PRECAST (21 No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 1 760 1149 4'-8" 3'-4" PRESTRESSED 2 No.3 II (2) 7/16 strand + 1419 1419 850 1347 2 No.4 (2) 7/16 strand + 15'-4" 14'-0" PRESTRESSED (2) No. 3 291 291 775 270 2 No. (2) 7116 strand + 17'-4" 16-0" PRESTRESSED (2) No.3 993 993 600 084 2 No. (2) 7/16 strand + 9'-4" 8'-0" PRESTRESSED 2 N3 Oo. 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED 2 ) No.3 (2) 7116 strand +2 834 834 390 763 No. (2) 7/16strand + 22'-0" 20'-8" PRESTRESSED (2) No.3 720 720 366 716 2 No.5 (2) 7/16strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (21 No. 5 642 642 306 A. 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION 'E_ - 1 r [8x16 P-1 L/1 U] L AR MINA- _G�- IN E.- ,T GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM M BAR GRAVITY SAFE LOAD 'UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5) U L SOLID #5 (2) U (1) L DETAIL DE' DETAIL'DF DETAIL'DE' &'DF DETAIL'DG 3'-8" 2'-4' 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4' 2 2'-4" PRECAST 2 D4.5 WIRE 2 No. 3 2970 4 965 4401 4401 4'-2 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" - 3' 0" - 2' 8"2 PRECAST 4 W D .5 IRE N 2 0 3 240 0 4030 3607 3607 4'-8" 3'-4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8' 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8` 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8, 8-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 .. a DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P °'.AIN LINTEL; OUANTF' Of 05 BAR A' S SCUD LIN H I r LINER LINTEL C N- I7y sxl [Ij 6- 1 / u] NOMINA MOT Hy L aUA�N'711 ter;: 5 EAR NOMINAL HEIGHT JPPER.INTEL CAVTY 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)05U (0)#5L (1)#5U (1)#5L (1)45U (1)#5L (2)#5U (1)#5(_(1)#5U DETAIL'E' DETAIL 'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 S'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'-6' 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8' 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0' 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1 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' 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4' 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 207 1207 605 938 2 No, 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No. 1 T-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 488 488 260 493 2 No. and + 6 strand (2) 7/1/1 str 24'-0" 22'-8" PRESTRESSED (2) No.3 5 399 399 217 412 :«: DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION v G r A _.,_I�Lw _ r_.., _eLruTL,c�,IT• [8xl 6-P-1 L/1 U] -_J j L �, r "I 'IC IAA .-IGH' _PPER LIv _AbV REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP INTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#51- (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#SL(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" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-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'-0" 10'-B' PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-B' PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 12) 7116 strand + 1948 1948 7093 1591 2 No.4 2) 7116 strand + 5'-4" 4'-0' PRESTRESSED (2) No. 1774 1774 996 1494 2 No.4 T-4" 16'-0" PRESTRESSED 2 ( ) No. 3 (2) 7116 strand +2 1368 368 771 1264 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 12) 7116 strand + 084 084 615 095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0' PRESTRESSED (2) No. 3 2) 7116 strand + 877 877 501 966 2 No. 22-0" 20'-8" PRESTRESSED (2) No.3 12) 7116 strand + 850 850 471 923 2 No. 12) 7/16 strand + strand 24'-0" 22'-8" PRESTRESSED (2) No 3 (2) 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION r [8xl 6-P-1 L/1 U] 13M11A_ PP¢R GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS 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 - (PLACED IN FIELD) 2" Ln N TOP LEG BARS: (SEE SCHEDULE) f2") #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN °Po" STIRRUPS AT 4'-0" cc OR WELDED) TOM BARS SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" fo COLID ro MIN 7 5/8" ..,I. TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) 04A 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)05U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL 'O' &'P' DETAIL'Q' 2'-10" 1'-6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6' 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 1 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6' 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-C" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4` 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 74" 8'-01, PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 39i3 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V 4" 10'-0'' PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 (2) 7116 strand + 14'-8" 13'-4" PRESTRESSED 12 1 No. 3 2413 2413 1338 1974 2 No.4 15'4' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 2199 2199 219 846 2 No. 1 T-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 254 254 702 271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 stand + 1092 1092 614 1167 2 No.5 22' 0" 20'-8" PRESTRESSED (I No. 3 2 (2) 7116 strand + 1023 1023 576 1 121 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.S 898 898 481 947 TYPE DESIGNATION :'fit 1 `''i�1 ;'•fit 1 - v -- �'• - - ,.; [8x16-P-11IL/l U] LAv r �� A .I - ��,�r� - DETAIL' 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 LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR SAFE LOAD UPLIFT AFE LOAD SAFE SOLID #5(1)UI0)L SOLID #5(1IU(IIL SOLID ##Ili 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 4'-4" 3-0- 2-8 PRECAST (2) D4.5 WIRE (2) Nc.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 T-8" 6-4 6'-0' PRECAST (2) D4.5 WIRE (2) No,4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0` PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DI DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION 5 P I.' LI'JEJ_ U Hilt' OF FS BAR A- SOLI'1 LINTEL r GW_R LINTEL CAVITY [8x16-P-1L/1U] NOMINAL WIDTHJ� L AN r.O: hAPA. NOMINAL HEIGHT UP _R Wr TEL _r RY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID ## (1 i lUU(0) L L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETA(L'DN' 3-8" 2'-4" 7-0" 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 12) No.3 5413 10000 7552 10000 4'-4 3'-0" 7-8- PRECAST j2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 a'-8" 3'-a" 3'-0' PRECAST (2) D45 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" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 64" 6-0 PRECAST PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'4' 8'-o PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 N C 1ST FLOOR LINTEL PLAN (ELEVATION B 1 /811 = 1 1 -011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix8" RECESS DOOR HEADER TOTAL LENGTH DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" ]10 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 4'-2" 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'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6-4' 6-0' PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DID" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1;U(0)L SOLID #5(1)U(t)L SOLID ##5(1)U(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 1000C 10000 10000 4'-0' 2'-8" 2'4 PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4-2' 2-10 2-6 PRECAST PRECAST (2) D4.5 WIRE (2) No.3 6196 10000 9505 10000 4'-4" 3-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 a'-8' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 1000C 7066 10000 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8 6-4 6-0 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9-8' 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION [8x16-P-IL/IU] unmij L DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION -low rolsw [8x16-P-IL/IU] LW M ,1� TYPE DESIGNATION AI ' LI':__Li C A, r c: Kz EAR 4- 5 SCE_ LIB n 1 r_,.W _. .I:J.o_CAb11 [8xl 6-P-1 L/1 U] NC nIr AL HEIGH' ..rPER LIN.__ C,R ,l I SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-01, 1 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 I'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" 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 M N O N LO _ LO 00 Lr- F 74 lax \ < 2 Y- 'A• ; .. _ w z E 0 ) (h Co y MINE M_U --- y C)E Lc W U O T�Z1 9. 0 oQl •N � ■ w Q N 7W �/ CD 00 LIJ W o w Lu �Q x xa�<xyzOf �0�J00 0f LLL)0 0 Q Q U =�O<ZLLI'' m0Z>>a< U)WdW7)LLIW U) 0O Z W2LL Ll0xJ _j < Lu oz WQ�°oQ tL o Q o 0 o< of N ILL 0 Z N O ' LD 5 O F cM Q U) M L0 G vJ L� F- WI1 M L.L 6L 00 Z U F- w w J 0 0 r Z�21123 Virtua( R iew Ais stl I Review C p( ted nd rvr 1 v 'OR:r((ai1Ce 141t the 202 FIR7th Edi -1v )Je1arr1 .A ne i I* i Pif2 \ i9p \ C) NN N N N N N O N O N O N M O N O N O N O N O O Z 0 N,^ �1 , LO w � o � 0 N 0 M 0 4 0 "i 0 CO ' 00 Z Q Z C)W w � �-� O v O 0 L)0U5 F- O z)Zj or< Q �� LZ a d f_ w Q Y// /� uJ m~� L � N p�0 z0� W a ■ L 0 <~� zirO U gLL LL Z Z az 7 Z OU 0 O F- W Z z z W uJ J ~ 0 0 N LAST PLOT DATE 04 O STRUCTURAL DETAILS B zO (LEFT) I I IN 117' f§gm§gwff Wonting Aracilets; 110 Gifiligm! 4-1 '2'A 4- 1 ;"2*x 2-12" Stv Artinil Bolts - Plia, A325 lTyp.) 0 '11 waft" on / Sell-Lxlortc- Nutf; Back C(W SUPPOrt )€ NP rig to W ,kAa Klobt Brackett t5ail 06 Aic U114 8,lAull 'TTrWA1 I in, fmll Front Cross Supriort (INAdy 4e C Lit tow Left Bracket l 16 Gauge) 0 14 Self-Griling S(Tell 7h1v Firal keU 8 Back Crois, SLpr.N.Vt li Ill A `C L ni (ktrorl Sice 3 Cacti sidil: fuz h,Lrricarbi, .iso ,=-red ksilwA S" Ors - lilt awsa4l upon ""I I eriftAl f" said All'i 1 Florida Department of Business & Professional Regulation Fap. fl a I Wilding Codes and Standards Product Approval Application Detail R'Stir or w Mq 01,131-fln"l Pl Y.111121:1 RIYLAI"M 9s" "aal Our yAdwft EAnmo AW-1�m AMV0 MAIR Affl­l Procl d_ W�I-Gmhe. le,. - Ir her-1 l" E I 2,50211 S. I_. l K?I.M I 2._:1nl:n X "p-ed callevol srwwn coinwInt, (sn, � 4A, -u V's PE 7177lb Q A I Z1. r, i d_r) swc-Viel pllxu��s i,al T,tn" 09Y convdi.ea lisidbod, rnill fip " V-. FVoik, Rosolilfln0*01140 L,•:a,IW 1`10n,14 P,d,iowa Enarof F 904111:1 Awu_A"_ AIMV"d fW Us Aul fo Nuffell pnlel Pressure NV F-O;- R-J and V-01.1,on :Wl Y, I- IVA 1v001 io<l -.1il Modal 6151a.11 I I- _,or, Y_ Y­ WA if J�L I W croanvent M= "ILI 1!ill� ­iAAdR_.V 17M­100,11 li A 4 �s_nvel Mwde *I "41=1 I is-Irl kill *1 W1574 164zill C_Qil vinion Flow Vexet I zu - T5 ansIrlil.-t Model X`154o70 YVAd WAR 114"fitse RoW yen, 2181r 023 le, Yen IVA I cih� I flD S-nvl Model 01,540-574 14 594,d Q.49n Dity Fill )l 2z`1 `1 Ol Y, vgG Will NSA. Florida Depaintre rit of Business & Professional Regulation Pal I v I Building Codes and Standards Product Approval Application, Detail TYM iaC recilciii;WM rIOLIM Engines a. War# X*WAW98r R-.. 00`0 1-ill Mel If. Jason sh'.. Z&hary R F1nT,,A Lol*&:p'lazin P E carool 11¢0110. �WZ )(lo-T517 PE-740V f3341300-1400 sJocaniaw. Mel Ral convaeore ilewbise pinaitiob Pol frotn 9%iozi, Ra9arced ArCTT9&,t ore L-seed Flandil Proball leniar- Emil, 121111. llakflll Oat Gal AMNW-&&"Wi 6113arro ran u Apolumd1i fit use Irk-I&I 10-du It" In"Vill QVIKLMilifflil Real rffil rn"94-1 Dmill Menal 4-11.0 "llens Dul IIWSS: DMIC 15058, I)MC, 17M., OW 213M 12,11,T2025 yel, No WA Florida Departmient of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail BANIE:m 29, Delta ltradM bm YMM mgbagkm r rwYuw t Law migall rx �69,ft tautm Ill AlaXafA &K M sai V X , -Thlilifibilln-TM Cap"y1bon all Jaswiian Lyn" F. SlAnnidt F E Fly- J Ill r P E 041 Y1021 12(3112020 l P/Ml #�­.I Catilgenry, EebnF, Doot -141405r (61N T&l 3uleCenylli Sao saing EYI[enor Dinor Awnrol" C "a Plies zta R a neciArdened or t Lkmted Fkl:ia F"'berin" Erw- gL#2MI,M Randal 2millsAusimw haiem"tal Alissi=fg-11" tilam, Dial HkZig or 2di 11211ll Cidibeg Laialisialiall 2waldr. H L'asellud, firrural a�t99" ft­Tybj l9dw.4Ann,.sd 3n-Mli-2au Ilion - W �W, 9 B 6 wd I Pact$ oxii, Opaid, il, 12411,21n029 N. Yka Y" TVA CA-lennam Edge I'Mersl Single Co. b i,,-el r4b.-ciet- ­j snnerl 1,Twip-ma-li, CVqe 12rlpols Y_ C-leWe Edge Fiblev., 5i"ge, Dow - XO oonflgritsoonx Therreii4ru Fiatr=id nand 3MWh SW WFAII.16" *C-^25 No Yr Yes T". S Tril Flbal�:Iol arli lbil a T,, T"- Tr. Fes'-CU, am 9­oih.&., 9 , F,-a Tnli FRD-0assn, geld Sn"ll, AO, .a -nw rna-Tn1 Fdb­Q*ssn a. 51104till Tnnrw.-,.TN arcs 12 t '- T, F,-b­0- il Sl S., is 11 nnill VW-Clilssn, aId S-dilhao 14 a. 111.- T,u Fltiii­lliand Srn­% gw 15 a. 11unT,al QW01&l Onimin-SIRY p Themes Tm Rh­Cl- and Sm-All 17 q Thl,r Ill Fibe,-Clal and S-.4, 'pa, Cxerniell -0ye Fanooril Double, Doo, 1Yah . mill 6d.*- KA cx DUO Fqi,nrxll N-nial Will aviqu- Carripoilt Edge Fillonies" 6,Wp liox linnonal "ll C-W.I0. -l"Pretensi Nonsnal $sMT, Uiiiik Cil C,xnpott. ft. Fib.0- D-be, D" w,th is Non-inoT 603l C-1-t, il Fah g­ &, le ZL- I in W, gToonl Is , -1 lillinit-oni N__ UAW S wiredliol carsnoeno El Fitil Snore Doni .0m Sid.ldvs) x"), Gx or OX0 ,orwiriel- Nor nar "Irne t'-Arin lnxiev&e,a Cal cornol ". Fill Double C_ n+iTn ln wllhld aillkilt l­*11al U .0xlKC) gr>sibJare Ions, H-1 axa3s 0" *,Pa13t[MGM ral-en Comwslle Edge FtbPf0*,,sSAi9lr O�ix Y, ZonIlInns"on) N-no 8"31J., ilani &ndtC&q,.,0, later" .l Lmt ribeq" "Nsill tiox arm s'dAft r1,V.VTnV0dll X0, DA . CK, - flrp" - iliall $84Q "0 er"CitirIll 314-ild clandil El F,arrw. C.-bar G­W ,nyt wl albim xK a 0"'l exifil lWill NWi'W 64add8 Cial Ml il CaxrGgSAa Edg4 r4torge'l Singlis 10-M C_ iih d1ii-d Wiled ri-od'AH-i hewill MSl d Open C-Pil Edge Fib -con -:.',",Go 01- ""1 l Ql Milk 0 crier, Sk*c- xx or oKx0 Trilpurillisle no"'N il Opaque ca,nooieto LQ. ".-ga. &.0, 0­th Moidell0ine, el, 0XI6 -florait-) N-I,,* l e Opqlxe ColTiell F65, Flovol Dl D1xr*" N .4ho,'l lb-d Mod.1'"Ven sldwt� 1=112016 li. I- 1= iJA ,X_i,1GM Nl 1- let. WA 1211IM12V226 NO W, 12-"Ive N. 1126 lit Tal T Till Y Tl. T,,: 12r31Um No I' 'PA 12J1112a2n 14- 112-1P026 pfa W, 123.-1m,_M pll� 12-,31 rin ft" '46 NJA Tt- I- yl,t il 1,10 Yea 1K ?l Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprovalApplication Detail Carle 2MA! or IN" 2" Dab 1`1111112 a" IY isaa Cantata Lmgow-L6ir= valklillad S. vai'denad §Mk" ENLOAZLIW gill A" 2(1-10 POTMIUSInTOI Jms Rwoesin shill -Laos 61cr, - ceMill-Non, sl - VAL 111171W2020 lial I T1 Apn­ Cabal 9- C_ let I i 4sr,4W lrW115-2500 36000Ugoly! suing 111114 0- Aav1 b64o Gatyi.4 No C.Oftal Ml a Lel hMAN-asilwAl *K-* eirody,,I Mg" Isil 1K 9 8004670 (Large K1. sla Inifal. Wily Shai,,g idass r­ Qi Aso- guee Alliasadw )Z uen hestoll fol 4lu, kuma pleaul QVt41_WYM Y_ -LM1t4Ttt121 Vey March 6, 2023 As required by Florida Statute 553.E,42 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they vil be utilized on the construction project for which you are applying for a iCategory/Subcategory Manufacturer Product Description 'Approval Number(s) Test Pressures At EXTERIOR DOORS ',A. SWINGING Fiber -Classic and Smooth -Star (NON -IMPACT) L +67,011-6710 psf 'Therrr aTru Fiber -Classic and Smooth -Star (IMPACT) +67.0,1-6710 psf M!'Fiber-Classic and Smooth -Star (IMPACT) +80.01-80,0 psf 1111lipjal; Me- MI W ndows and Doors ',,Series 420 FL153321 - FL15332.5 +40l,01-40.0 Psf R .12 11 FK0 Z rM Series 5570 NOA 21-0205.03 +38.71-38,7 psf KA N E NP400-01111111 Pella Corporation Wayre-Dalton "Series 8000,181 00r`8200 #1105 (8X7) al se +310/-35.0 psf Illik'skWity4cm 'Wayre-Dalton Series 8000.181 K 8200 #1123 (16X7) FL8248, 10 +30.01-33.5 psf Klemm 'Wayre-Daliton e Sries 808 00/100/8200 #1124 (16X7)------ 12 448 3 �f + 3/-3ps is P00 D. METAL LOUVERED �DRS Curries Division of AADG. Inc �607,707,727,747,and 847 Single & Pairs of Doors �VA (see inst sht)'11WA"rK#Y& A. SINGLE HUNG !MI W ndows and Doors Series 185 +60.0,1-60.0 PSf 101671-71KI)WE Series 5544__ Pella Corporation Series 10!20 •35.0/-35.0 psf-ENVORY40 Pella Corporation 10 IM M# +60-011-60.0 psf As B. HORIZONTAL SLIDER ------ ---- MI W ndows ard Doors i Nr-1 9 1-401111111 +55.0/-55.0 psf R Pella Corporation Big +30.0/-30TO psf -amm M Pella Series 10 Slid'i ng Window is MI W nclows and Doors +60.0/-60.0 Psf Series 5520 Pella Corporation Series 10120 +50.0/-50.0II Pella Corporation 10 Series Flange Fixed I am 0% Ill 4 4 Lehi MI W ndows and Doors Series 5764 Series 55 00 ------- --- 1 PANEL WALL James Hardie Building Prod. FL131923192,2 'B, SOF FITS Solid and Vented Vinyl Soffit FL15272,1 - FL1 5272.2 +75.0;'-75,0 psf Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit LAR10-MEs +54.2/-54.2 psf 4. ROOFING PRODUCTS ,A. ASPHALTSHINGLESa 3 Tab, Dimens,'onal, B. UND ERLAYMENTS (fbr Shingle Roof) Undedayment. -.---.Tamko -.elt Plyglass USA, Inc . (for Tile Roof) � POLYSTICK TU MAX hill ,C. ROOFING FASTENERS NOT USED "D. ROOFVENTILATORS Thom,)son Arch Metal Comp. Off Ridge Vents An Floricia Metal Products, Inc LYM a MA I 1-o—ma-1co, inc 'I DA-4 Exallust Vent +97,5/-97.5 psf MR11 �E, ROOFINGTILES I ZV* I".- Is FL7849.27 - FL71334a a -1 Saxony 900 FL7849.16 - FJ_784920 F. METALROOF Drex-61 Metals, Inc. �i IDIVIC 100NS. DMC 15OSS, Dll 175S, Dfl 200S f DMC 5V 1 All 12/31/2025 :A. STORM PANELS 'Globl Protection Products l Galvanized Steel Storl Panels FL150761 - FL150M6.2� M W1040 All Ar-iiedcan Shutters & Glass i-Galvanized Steel Storrn Panels Ili COMPONENTS A. WOOD CONNECTORS/ USP _3tructurall Conn. see chart i ANCHORS Simp,,ion Strong-`l 'B, TRUSS PLATES ITW Euilding Components Alpe 'inTruss Plates FM IVl Industries, Inc, Truss Plates 'F197,1 - FL21975 L2 ................ C, ENGINEERED LUMBER Weyerhaeuser Rim Board, t2VL, PSL. LSL ...... FL6527.1 - FL6527.5 Cast- -.,'rete Corp, High Strength! Concrete Lintels NOA 20-0630,15 Commercial Concrete Products, Inc.,High Strength Concrete Lintels The products listed below did not demonstrate product approval at plan review, I understand that at the time of inspection of these products, the following infbrmation ril be available to the inspector on the Jobsite; 1) copy of the product approval, 2) CU 1-0 Florida 0epartrient of Bus & Profeb-sicnal Regulation C/) _('0 Building Codes aria Standards > 0 Product Approval Application Dal 0 nAl (3) 0 L_ 92SIR Estill or 291 2M Date "emog = -0 V01$49 all ifaclurer CCT"d &Ll vitilloso @y Valwated AgOMMU EDCA00roval Aal (3) Re,ll 2020 ThennwrnuOcrp�aten Ste" r�iwon ! il R ;,obl PE RW 5 1 J King P,P 07l-.'YT3_10 07*,V'202�) 1 V I:k M�l All 'Cat gory6xtw- CO-' '111,1', 143-71IN _419 SatiCate,pry: _;.aging A.TnIilles Compliance "ad: :-:awstl Repoli ('V,, a Fkuloa Ragnibel Arrhl`-M nt a 0oninsi Fh, l EVIleel k (D 0 —0 S-01 Model, NUM QuiltivAlisuraill,ill Anomsydrorurne Aparevadforul lal ll Dewar 0 LL I Prod aer borer Name a Trliermll To Ftle,-Glarisc end SbnooTTISW Product desenintbon fJom natl 681113P 8 &q.0(JrrPacl:&,Q'r Oprel ContractExtiftron Daft 1=1 i= le HVHZ out Yen lop HVHZ _Yea Resiliftint pFespil 0 �vrnmsrbr Coal,, F.bergmss Single Door (Z 0 > ( X -4�4­l E 0 4�vl Edge Fbvr9tlll &FWe Dr e .,h 0Y. o, :O(C CL D. riseinu Namnall W106 &qwiu.i_P4a34lw1 oll 121a 1 Yen Vcs Yea rWA C-o.il Edge F.bellllass Dou be, D­ earth o, < 4 d Theinn.-T. Flew----s, and Sirlwn-Star Nnnnniatl 8&ll &q=.lMPaCL&qeJL 011 12J'1(202., Yes Yes `11 Tell 'wlnpasle Edge F,txcllni, &l Dv= T:,,swraf0vnl X nonfigwal TK-. 3 Tl Flt.,0-il .,d S­AhStan Nam 0 3q,.A.1.,p­&q­A -Dpaq- I 1-l: I a2-22 Yes Yen, Yes N/A =:Glnr,lorlr Edge F,begi.st. :;a it Cw,, uAth )n, Ox Q, OXCI snrdger f Tw.Trj F.WCL&� and &,roAft-Slal ll awsiri 84LQtjFnPQC_,L&q,,ot ripalqoe 1 ZAi Wl- Yet'fees "ft NrA ,,�Xwnpoiabe LV. F-ol D-4* Co:n vil o, _t,o lr Flikw (linsil,niali)l XY 0, 0)(X0 7 9. Dwr- TI, Fr-Cli- any en,rrxltn Star Nan ..al,3&Ane),8 Cnniliel 12l5'1,20221 Yes i'" Y" WA Corn PLAl Edge Flt�Jglas& Sing* Fill I in-gi0abwl X winflA,inrionj 13 h Thoril Febor CW*w and 6. ill 4alnx N-Tl Ugua 0 &l 1-pagt5i,illpt •'3ezivd I z,131,QW4 yt,t YM rot beill, C,omp"te Edge F,brglaint Single Co., r.1h 9 Nolrao Yes, y� Yin WA .-0i,np,l Edils F-wglass, Lkubia Dl wsith or XY,,orQXX,3 config.'arons) 10 j "rfnecrrl u nba,- C teasel and Sqwh-Saar Non iril rM#WC Sdo-Almpact&qvot Glazed 12`3V2Z22 Yes y, Yes `AIA comaswlg kda. F,trgla" :snqlq DW, (i n_',gf0.tnl X ­fl. -) I I X Thearol TrU rib-Cin- andSlwrIn.Star NO-21 8&21s, - -- Wed 12r3l,20n Yes Yea ya& WA Cornposill, Cagle PibergLlas SSingle 004r,-A1J1 TJd�alte(s) (lat-nQXJvr.s.no il OX o, 0)(C, 12 1 Thernrial Fiber-C lenal and Srmlln-3iar Norninal 5&03s_� SqLact Irn;xactlil Glaaeld M.", Yes •lees Yell bir", con'r,olle Ei9a Flbarnlaet Douala Dan, t or wrtmoix sidernee friowill"oluis;Wnin xyOr OXYO 13 m Therny'r.Tru Fit­ClaswC wnf,Q.Tall TIOTFIn416&l 6 &4.�,nim;Ue&quot Orxquw, Z1_M,202Z yes I- yes NJ`A Edge Fic,elillial &.gL 0- Mth 11 n-livoutwil )(0, nx W OXO 14 Tlieirne T nj r, W-Clannic and SrnoolrTl N-41 sf,%l &Quor Coal 12 l 3 1 f.'LZ2 Yes ves Yes VA Cnnffxlslne Edge Filuergl2ts DwDiA Door vAll OXX0 wrldionratim, 15 0 ThInirl Fbor-Ulllsand Srrniofh-Sta, Yes Yea YT;t by", Co,,poial Edge Fitianglasis S4,91e. 0oc-All, &l 'rlor"MoncMl SKIM l 0 n )* FIX or 0.(0 is 9 Tnel Tni F,btrZlasi;w and Nol a &;Uo:.Intrl Olpoqm I Z* $ 0022 Yes ill Yes WA CorrL,L,sl Edge Fa)erglasei Double Umo4c, GXYi, wft.rarill 17 F,b­Cl­ and Sl -Sla, 8 1 1 Yes No WA C-Posil Edge F:ti-ralau s'nolit D, Ons,or'Olvig-ll cinnfiguwhonj 16 r Thelril Flow-Qmc and ETooth-Sur Nomnal %#39,i3 &wMNQM4MPa,A8l ")o9qut 121TQT)22 yee No Ph"A C,cimposile Edlie ` ill a n il D-�l wtb -5,Mte4sl X0. ax U lu,nng ­Wns) 19 71beir-Tru Fber-Cal and Smxlh-Star Morn P"39,lt Opaque I �1 r2c Y., Y_ No I'VA mi Corr,nownill, ll Flbarglaw Door* Diwidt o, "Atn"A slowiltes; Ax " DUO Cwtgo'lill 20 t 7hney,rl hbLvCb@ssC nno &ro-o-Sta, Oporlue 1 Z'3P2022 Yes Ycr No idt Comin,olide Ldilie Fornglazs Single Darr. X t."t'g-3 21 u Ttwill Fioei-CLl and Norman No VA T`„ymwlaro Edge Fiboliglass 94.0w Dort M-_lb YD, OX a OXO �111 h,,- and N-n.1 8&0SS,0&q­I.Kk- Opal I: Ill 1 l2r= role Y_ No WA Ca,lpl Edge Feb, glass. Double Coo, ,lTin o, ml sil )OC . ,�Vo writsiurtill 23 l Tiorl I n+ F,bvir-Ciliabl and smscth-Slar N,loniial OUX6 1,2­tbirWMw" Slairld 121,311=2 Yet Yes No 411A, Co,prl Edsbn Filil Sl Do., 24 xThlnrrr,nTr. Firar-O.&sk nins; Star N-31 dl 6 Soll N4a- lr,4ad&TW. Glared Yet coi,,rirynne fT4,18 sol [)do, min XO OX a OXO 25 Y. Thiimg -Tres Fibm, Ciasel and Snnoottl "'are oar 5.9"'a &d-tNtil fropicaqum; Glaaw *'as rib WA 1. w,looralil Eli,,). Flbiata Ol Owl Y.tIh l WZh"t _-idiritts wArQ.'anQn*) Therrr,; - Til And 5ft,-Sztar N-1141 ks<�9:15l &quotl fwd&quo,- Glazed IZ, 312L'f21 ft ye's NO NVA Col,llpl HJZe Flb&,Jl- SVVI,a Coo, xFciing4.bo0 zw Tho, il and 5l Sfar NollF,.ar MWO ll T1quqtrJQ­-1nf,1d&QWQT, Glmvd Yee Yet 1,,o Nl?h C..,post, SoSFI, Dwr -li, X.:"..OXTy, OXG rxlrf,aunlrl 24 NO-0 sw,340 i4gWot l I'Tvad"oi; Glazed Y_ hAo MA Go.poom Eolg* F.serglasi Do.bler Cloor V4M ., I wthou? Sdiiltst (lr­n;)0itsw,n9, ))(+ 0XKr) x ftfigoliatia"S'l Florida Deporil of Business & larcifessioneO Regulation PW T 92 Buill Codes and Standards 15= Product Approval Application Detail JUL 2 2123 nAlm'" ;M aniky "1 ;1911 MIT Amid Allot Tug YXIM a Lime liqd=W LbflAlREnaval aging &awl R,O,- X70 lal yvil and r1ws &WfIrl L.11,T Rl tliln4l !Avlen M. JidIi FlE 1514ill 101196`20= Iojlr}l 1211!l Awl CA09ory: Erilic, "Cal.wW. 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S,Ardregory:.Ve,.unq IraF,lwsla@pvcRoastnasc glrcCa.egDry:hi A::c' cxr rt�,=i+r.wm aWCatepeK Fxetl usrka,Pr�m!�d.wm Fbrlda Registered Architect or a Licensed Flxkda Cexrpharas Maned= Ccnecrm«, lean .. .. 0 an to a to ca Yr hula, e'1f e,;M 44l Y Lit' Cmrpllentr Mehod Cwbiwzkcsa Mark v L,asng • MEaS, Wort Errginer P La2}sR26 R,WIM:ts tLa, 33N•Na P-uauns Fri .a44 aI P Lk20461 Al Products lX,akv AefAaMae Aaaorad for Uar Aaallrlvaa for gaF rno�tr. 2tYgD e :! PggiTt. Aorowd l«Siff f 'u � " _ Ailmowdrm axe Emo-dlorllUm a,Yau 2aydl: 0 Q © _ ` 'a'•��-, (7rtirrtl5r AW& n^9 Acbeaved rdr' Ilse Aoaro... Par Use II 1"A Pr DOW m2mL mumm a Rim P72W 2WOW,cw, tiC.Sr30.lag.dil�f.-0tl Ill,,b'.LM2 Oulxld/ RYHZ A P pjX,,kbia a Rytluel Mdda. MranLr or Na1n4 Frpdex�Urstrelotln a durdrawl E,�rallial era ,n t1VH g j Fr.�w sr Mario MrAM� rwttk.'gd PZ171kV:1 Desublk :�Mr Di lu gy�d hrsw er L O LI- i Se X Product Model. Number or Name Product De'aonDtlan Contract EXpl a[gn Date in Hir Outside III Resistant Messtire _ SN55X Itarge ukal. rn;,,ad1 , vnyl 9n�e lis,g twndn.� rt +X7RG?5 Y v ec es res �r E x , HS IfA-,r YWJ n.ngv. Flume 11. E':.,;uWI :4e:ss nu,+, 5r?:724 Ftn Yes nh �;;-55 � 185 FW 75. 72 !.WI 1A— MN ,7023 fie Ye, ria .RN-80 "�a'''�a %4•'— V 1 a. Thermo- Tru Fiber- Cleszc and Smoctn-Star Nomlris189rR39.8 &quc5 Non-IrT4'fatl&qugt. Opaque 12:•31 r21Y< Edge F No Y4�, b t(IA tiV O V V Composite borg Faso `Angle Doe 0."rsgf0utsw,ng X,mnf!guratm) �!t-,'aa Q VJ " d There ', ru F bar-Ctaiiarc and Snri.Li';-Sid Nomrinal "IFIX..0 flquot. Nan-!Npaia&q.ot Opaque 12r31,:0�2i No Yqs Nl .rVA ' /31 O ComKrla Edger Flra SI Ater ► erg!ase w4h Sidelie(s'i (I nsweng'Ou4tsony )(D. OX u OXO `` 0 � � �4 �-•� • � O 3 e7nerma-TnlFbsr-Glnsa,t and Srroatn-t"dkaf cant y,freeena} Nomlhae 6U89.- 8 trgtu t'�Non.l!rpaetaquet,)jo one QQ11202 No Wes, No Ni, Foarlilass God n n"M Edge Dwt* Door war a Wthcut SidehNa (Inawrr,gK)utavring', XXrx O>= ardraurid or i 4 d The,m,r T7u Feder-!Ttassr. and Snlouh-9far Nomlrwl7Sp3L:UagrAx,Ngn-Inpaof&aX1oL Opaque 1^<F3112V22 do YES, ra, N;A Compoate Edge Frbarg 4ac Single Door 5 e Ther—Tru Rbar-Claael-. antl SmOM-S M (lnawrtyOutswng, X configuration) Nominal 78111 arguer Non -I rreractlirylot, Opaque 12131 r2022 Na Yea N. ti:4 Composte Edge Rbergrass Single Door mth SrielAe(s) II—nWOuMvnrg. X0. OX u OXG 8 17nerrr,IFrru Fiber-Clas:Jc aid :r7loidi-Star rbimoallakons} hkxmnal 6aR3B;0 aq,n7;.ftgn-Impart&grxx.. Opaque 1aJ31r:M722 rue vas No WA Florida De egL paftmerN )f Business 8 PFcfe3sbr,dl R +don P , -.r, aqa �Forida Depa Rtllent of Business '& Professional Regulabon Pay t a, Florida Department of Business 3 Professional Regulation Composite Edge Rbarglaria Single Doerr Bl1ALl xl COtdes end Stant!ares 1n:2QL, BLaltfing Codas and Standards IrSIlJ:1 Building Codes and Startrdards slarzo2, (inns ngrrJumwng;. X uurirlguraboni 7 g, Tharin a-Tru Fiber -Clad is and Srrwoth-Seas Noni all 0SR39;08qu t;Ir0-Ir-gapcidgwL Opaque 12r3liX22 Ciompeoiie Edge FibxgNak Single Door reth No Yea No NIA Product 1pproYal Appikatdon Detail Product Approval Applic&I Detail Product Approval Application Detail Sdellle;al {1nawMgrpnaxeng, A'O, O?(or JXO F sus configurations) 8 h The—Tru Flbar-Claesc and wreath -gear Ncvmnar 61114 ;U aqu,n Nonrmpa'AAqu,.i Opaque 12131 rXZ2 Na Yea 'k NfA IFLOW!" Cemposrb Edge Febeigrsas Double Door wti, or Call laffi r.Z 2ta tat Data Pa,dm Rim dada FaJDc9t L'Yla 211111 Va. R—I dintA Gs� diroN a 21Y1 2Ya ENLMR= gm w,fhn,ft SrdeliOC (I nsaw,yrputswing .'(X or O.XxO Tear y Manrdanurrr Fae�. -,nr a Loans, Yaeldded 3r Y t FSC A. —A Mom. l ^'� � idle=tor, "`i.r .— - G.xrar E-win— a Erik `=• Valldarod 6a V.1daiefj 2jMtI d LR Amreral Fc�r.d -IM Y�!alm IllanufamrR Etralmw a Ucvma vlimmm By yy� FBC Amreva $g�,q g cTherrtta-T ru Flher-CExisu aa,rS Sncwlft-3ar �taunNoncj Nunr,a1 d8R39.E laauriflbn-ImpaaLRq,r.R. Glazed 1?�31f27I. No Yes the h,A etN��! fi"� e Tln PG der"vies M- i _ r _.--.J-,-€R fkzm Taut &."_C ':4 .Inns Rancw4.l .. uxw .a1 �A. �,. Sr-J_I_ �.. ;,, v_r_ .,A_, _., � _ +Vr+^vs,1 Rr,r ^IJ,J MI sF nq.-w+ar,G love: vrr +5,n: c Fin^n: yl6r t F. L✓ws ,_� .er M Y,-n. F:,- x E<':v�.^-3 '��!!i6.:'rr�� 1(Ii1 JYr'll_'R"' 1':i1 f!^_C:i'r Ks [r.,ed Men1BAV; '_'Ohl PGrI 2�itt!es leas RosarrA Ye3r�ItLtle nr ar.'_D r:ER rAanaWffi BCCO VAL 7 Sri I1 t A� 1 A15 �i20 A.d1102o 1/112,'aX1 ,deplored C�Porar3 Edge F10roiaas Single Dix„ CYgarr vNndraric C-rngcry: Wn+i.-•, 't "t5-?TTr PE h7514 _ ... ',W,4 Cataawy=Mndw•, ObIllp49i (706y 1f5•25x (Insuwrilik) Mvi g, XcerlguraRan) iJcohipary: V-0 c ""Nee ""r wva Mufift^�P!'�'rniv,'4,srrR subcooDory: WrYnn•, lr(ypryk {�'pyinpu9mtsc '10 )_ Tnarrrs Tru Flbar-Clasen antn-£Lar and Sm hkrmrW 6 III aquottabri-Irnpw'XBquot Glaaem 12fSn 0072 to Yes rw1 NIA Cunpn—mmh-: Cerdreman, 0.11, o —,a a>m crawls," Madrvd: L111 Ail Rtpon twr, v. Corrtplr anaa MehM, raNtnbm Wir, Y LkM,q one Cunpoaaa Edge Frib"lass Single Door write florid, p.jatar d m,hH_, cr n d:r ny Fd.xra 'SaldebW(sy [In*,*V/CutsvAng; XO 09v OX0 FA2VA24 R,r0. s c fY<_,�,N Er,hr^... <, PUF+'!61-Rr)RorArcts "figurations) DudaY Asaur4,ats Amov.0 f Ater- for else Il�>aa. Osvkr A,-- fa Uu AmLw2 frtha 11 1 Therrna-Tru Fbaf-CII �src• and Et with -Saar Tacmrral d3rR39.5 AouoCt'br lrnla+tARquc+ Glued i231 llh) ' r,b Yea rh1 WA alma RIxAAn Model Mrxbr « Name Product Deurpnon CxAract €apkald Cart ay(Sj jai in HYNZ QIA3t* h H2 g R x, Ft-:-seNr.RS arM�a< Igd Proffitt Yoerr. lanloY « NurM g Jg(on contract l,mhallm Dora Adareral IDtSI 1 .t h MYF2 Outgdr NlM2 P� Co enemata Edge Fibaglarw Double Dour -it'n Air wtl»ut Sdeil6e9 trrtvf ( ryOuH.pwng.. Ax or .OXXC 5 DW-!S?O tLarge MHeik lmnaa' 'rSny Fi.ra ain=dr:r rL'S'./_'n;+ v.- .. es Uva1.:Y Pa4:rarc4 Amravad rY uta Amr-rid l« Uaa � gam,+ t Mufas11 Mr Oo 11 and WlndGcs AAdnIourn 44Rons ( 2612025 Yp Yna Yoe 14A 12 ITheerrl4-Tru FlbenClada:v and Smooh-Star taanRguratlonsl rdonitsel'8R3g,0 &quailtor>•!mpAy&q,A:t Glazed 12J31/2;J22 sJa Vas tore !arA Abu R—a Ftwartr_- or or Na'Ra s?St '•yLyl< Des: rauwn Conhau E,mrAuen ors Vnt:<el A-.rnn,rm i i"1 M, 4 1L:1'Ld Nor BLlimflfJLdL Ye, S>17I7t" CfJfaY! N/A Conlpoalap Edge Filing . Single Dog, WKWngJDuls+v„g-. X oarliguraiii 13 m. Their -Tru Fiber-Dassec and Smooth -tat Nominal 78R39,0 IRquakNa',-ImpaeiEgrxA Glwad 12j31r"2072 Nib Yea Nn IVA Ccrnpcuite Edge Fiblergiass Sin Doer ,urih ,^-adehie(a) IlnawnglGltavang; YJ7, O'Xw OXO aonlgurations) 14 n. Them"e-Tm FHbmr C4f' Sec and S a&.4fr Nomatal 8aa39;0 Aquot kor.lmpe[I'aqubt 'Taxed lZiSI sb22 hb Yes No rVA COnitlmele Edge Flbrglaas Single Doer OnvorngrOu6vri•ig: X coarligunation) 13 o Therrro-Tru Fiber-Clawc and SMroU-Star Nominal 88989:0Glared 1.JM r2c=e No Yes Pk+ NiA Composite Edge Fiberglass Singe Door vwh Sadel,te(a) 0n19AvgrRaswvig. XO. OXa OXO Florida Depart filer'. tit Business 8 arolimonel Regulabcn ca,: 1 ra'. 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T ( L� rA7G N. hp; 'ie: 1., N1A N:A WA DNA aneLwira<lit1.W,NiaerVmgiftrav Im /tom (lW] Engineer Jrfla crx=+,,lore-aPry -> ,v3!I=5• ra Y.a rem NIA FLS6269.R31 Products 2UM A'aatrtancn for use Ar RMVkd for Uaa Iml= � �a Produad MI Number +� FFR4tae Product DeserlpUnnHVIFIZRO"W 1 PolyyamsRoof UraderMryisents _Onts Reelingunderlayments 1(N2i12022 No Yes WA +W.'4rHfl22,5 a,:.r `v - r Z Polyflass Roof Ufede'layrne ks (HVHZ) Pdyyass Root Urtda+tlyraerAs (IWmiaVFl27 Poglpaas roof raldd`taymeKs for Aide in FBC 12l2Ya027 Yes MM2: ss roof crins Pofy�ais roof tlntlMrryments. -or UseM 12/23n2U2J Na drill NO Yes ru... r:'A Wr• •WAlf22.5 i CU O FBC roMHVHZ judiabourma Flo,ids Department : ` Bf:siness 8 Professional Regu{aliDn c,.y d Florida Department of Business 8 Professional Regu.ladon Pao, I MI Florida Departmenl of Business d Professional Regulation Fate1 a l I PdyglassRoofUndeUyner125(HVHZ) P�assrodemdenaymentsrdrasetnFi3cf2723rzo23 Yes Z Jlxeadktla,a tar WA WA Bulldrr,Codes and Standards 'cjrx;=: Building Codes and Standards 1nrxN Building Codes and Standards w:.a, CL 2 Polyglass Roof Uri0erlayraerits (rron-HVFIZ) Pdtyplass roof ur4itila meras, for use tr 12rd3 23 No FBC vas WA +WAr-1322.5 Product AirprOY,al Application Cordell Product Approval Application Delia ll Product Approval Appllcatlon Derail /1 1 Polyyass Roof Undedaymerlts(HVFIZr raP-HVHZ Iudedlcborw Polyira� rod undrlaym eras for use in FBC I W23r2D23 Yes HUHZ Wradieriuns Fee WA WA O LrL <, - Fi 17ag9-R8 _ _ FLat%94V ftln r4rts - 2 PoWassRoof Urxdeliayromis(Word-HMiZIPogif�ass;todiadenaymerlt'sr for use In 1212372D23 No FBC non-HVHZ judedidior,a Yer: WA 4WFJfi225 t&.� E1 'relr a Val'.tlD!e.d Ely 29A � oa-ararrrdrw 29a YilldarM SUGn dtad Fat: AODro Apo—" 5L1r_ S:e*t STYt Ya, Yarx1,•Mu:a Eodltt�+i j E.+vi^ewr a Leoarayeanae J ry 210 Wit? y y DNe am gFIC Apprptal �t g Ssrk jy� y Man,Aaclurr gr � j�,gnffi F i�g�A �[t � D+ayPaidm pry X&OW FaC Amrasl a"Q }� Y No WA VIDPI Manufa L`tuPF` Contaet Lltlnat - - TI s - - uu.1 • ,' 1 2 Pdyglass Roof Unde4ayraents(HVRZ) Polyglass Roof Un dehytserts (rwn-H1/HZr Pot}�ass roof w4edaym efts for use in FBC i wi2m es HVHZ jurrddfdllxo. 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Wtarla2 No w lea +28F26 $6.1,in JUL 2 2023 al Review Assist, Inc Plans Rel ew completed and ap !or sumpli a with rov the 2020 FBC 7 dition by bra Ann ���11� PX230 -1-a z CIO o 0 CL 0 L 0 1- WC- zJ z Q J SHEET NO, March 6, 2023 PA 1,2 I I I I l 911 1 1 1 1 1 1 1 11 " I I ' I I'l ll' I rlinlll !1­1 in rr I i I I '7 I I I I I 11 11 II 1 11111 a Simpson Stroh Tie 2020 FBC Approved Products psi g- pp �pnxn•� 12ry,1rrt2h ®Sim n Stroh Tie 2020 FBC Approved Products psi g- � �r'r�i {, _�=�=�}-r ®_ Simpson Stroh Tie 2020 FBC Approved Products p g- Pp r te1 2 � tt2= � - � Simpson Stroh Tie 2020 FBC p g- Approved Products 0 pied 12>�>r>n2o For dtect Anks t0 all SST ICWats As&d BdOW f C � - - For tt±s`t Ar1Ks to all SST appf,Y.'Alr. rQltl CrHa,v �I'�•!h -ilia. _.._- u. r a _..:1 e ....,. `'Fuciae.•lnrs+r all cSr apyr�alx,luld beltnh i 1 :-ri �. �rtllPo, Rohl tt doe_. A ks to eke SST r'xals Isted .11ah , a ap'F' _ r _ � n For addrikxral Jnforrnatora regernhg Fldrtr�,a 3tatlwfd! pr'otkrC. Approrae Uyskvm and Maria Dade County - _.. .. _ � ...r,, r NMk.xi d Aaceptaneo tNUA...vl ... 1 k,.� 1, ...... .. - ., .' r + I rr r t , J „ IU r' ". f of addaxKr+,l it to ndrrin rdr a, .:,{rti I n Yoi ti ;F dtrwilr F i Ytt.. A. e ax al :, It �-� �JYa e-!?n.,, :,rx3nt J St Vrr i .. ,. ,_.. LA t r P.. r.-.' r, FI t I. � -,. . {yry. t t.,,. R. � r. ........._... ....-. mill :i „, r r+ r �� ,. � , ., �•r � ., a sclttllKxra�l irrrixnlmYlrrll 1c �1xrr.Nr,t Flnrl fr, .�u •,F M�It, wlVlr l'r'CKt1 . A{ap.ra .n, nl .r�^.Ie Nr . rrlllsnM-r+a ,l .-a.,nt/ . • c,. , I,« a �..R . I I. rv. NGYi,e of A. 1.1 .n.r i. , I ,I M �. .. Far aildrgrlall 1 I r IdI .I '1 Pr ,oriYJ .-n , Mcrn ai cat a a t �rrerd 5 ,r^tn trwlit, odact A.. al . _Ie. xn:J Mxm-C1( tl! .Cur 7 U (r ri ( F i if 1 [ NUFx+ # Ac, ancr Y 'ap ( .r..11.:...-.�� FL#23b5-R7 FL#10446-R6 FL#10456-R5 H'JS HUSC series hangers Face -mount hangers available in 000mhs ranging from 1-J8" to 3 9/16" and heights ranging from 4-5116" to 11" Concealed flange ygg Product Model. Number or Name Product Dese{Jption Seafill Produint Model, Num Wr or Name Product CoesQ notion Sea k Product Model, Number or Name Product Description version ;HUSC) available for models having v idth equal to or 1 Titan Starless Steel Concrete &Masonry Screw (TTN-SS) V4" diameter Titan stainless steel masonry screvr ? ^ — Ar.'1, A23, w A34 A �3, A44 A n krs 1 VT, Lai L+. L' it i 13rrc;k, T res `J' reatertrran ,9(16" h _ -• APA'21, A.PA4 APA6 47VA'2t. ArIVA.4 AHVA6 , n atguo' A tent, Angles .,; _ ^ -. �- CNIST1." C "A�T14 LM ^,TC13 cr CON-d ._, moot } 1_ _ IUS sexes hangers Face -mount hangers available in widthis ranging from 1-718` to 3• APL344 :1P1,44R..APVa5b A--U65R AD rB APB88R A: F1 1 J a- _ OR gr':_4c, .ur,,eo, Accents 11014 Jase4 _ GS14, C:S1o, CS'8 ::,520, CS^2 Ucl*dl goat:- 516" and heights ranging from 9.114" to 16' FLMh%9-R6 APVE;44R APVBFF APVB66R AFIVU 8. to-rVLotBR. APJ01012 A E.r7`_�q 4 SI,1?. CSHP20 Ccr*r>avio, '3 LG U3.25-SDS, LGU36:rSDS. LG1.;525•SDS Fay -mount 'nangers 4 .4PDJT2-4 APD.ITZR-z, APCJT2-6 APDJT29 (t, A PV X iZ-4, ArN 1,:-R 4. APVD. f2 c Gc:cool A tens Dec ..k! t 'et C T _212 Curip,essionflenoti strap 14 LU24 LU25, LU28. LU210 Face mount hangers It" Product ModeLNumblar2LtU= ProdtrctDeseriotloa APVD.r72R-f5 F CSP TSP T_;F StwtioPlate tic, 'S LUC28Z,LUC210Z Face -mount hangers 1 5D10112DBB Gutdoor Accents connector Screw AFHH4@, ARHH45R, APHH�r 1C AFHHi}1LR Gutdoor Accerrtt, Hi Harrc,ei , [it, H10A I f_ bA, ..43, HG, Hi'Z Pit' N1^31b, H1G 2 "?c ZS Hurricane Ties 16 LUS series hangers Face mount hangers available in widths ranging from 1-9118" Lc 4- 2 SD9112, SD9212 SOIC112, SD10212 StronTDrive SO Connector Screw 6 APL4 APL6. AP74 AP78, APVj, APV;_6 AP.1r4 APb?5 Gutdoor ! cots I alai T 3eam !o :".olu=un' es $ H, T ' H,T ,HGT » Heavy i=vder TwccA 58' and heights ranging from 3" to 10-1406" 3 SD9112-.5 SU8212SS 5'trmg Drve Sv Cornecto' S:. Scre.- - a - ARLH24, A.PLti24R APLFIL. .HJ'6R, .A-'LH210 APLI-E,. i r :.. t-:ou �.se"rs '_ yf.t Hui, r e 7 r rr 1 -5 S - r-S f. �U3.8.. SUS, h,1L"U5.-5 SDS, b,�u5-5C-SUS. MC-U5.62 _D.,, MGJ .U. SUS Face -mount hanger-e 4 SDCF224.34 SC/CF22512 SDCF22614 SDCF22700, SDCF22858. SOC'F2210i4 Strong-Drve SCX;P Timber-CF Screw 8 BVt.Z bra.: vi,,laer Lndg,,r „chnertar 11) hSS:•:;DSt 5, H'a 2.1-SCS3 +. S_1- n3i_r ;..: r :5r,_. ,-,.; Heavy ;tiud 3;ri 18 MIU series hangers Fare -mount hangers available in widths ranging from 1-9116 to 5- SDCF221134, SCCF221334, 5DCF271958, SE)CF272358 9 CBT2Z C$T4L' Ccn^ealed Be are lips 1111 HS 12 HST] l HS T3 Straight Straps, 118" and heights ranging from 6-15116" to 19- V2 . 5 SDGP22434. SDCP22512 SDCP22614, SDCP22700. SDGP22WB SI]CP22912. Strong -Drive, SDCP Timber-CPScrew, 10 CJT34 CuT4Z ,,',If V C062i t cnrealea .foist Iles F;' HT,S16. HT S "I). H75-"4. HT H 7 S;JC, HI S 0U: Heavy Tirmst tirrap 1t? tr7US26 MU628 Face -mount hangers SDCP221100, SUCP221134, SDCP271400 1, WT14 1) cK Scat Tie 13 H ISrT- dKT2 'SG20K iZ Heavy rowsi Strad 20 SUR SUIL SJRC SULC series hangers Skewed face -mount hangers available in widths ranging from 1 - 6 SDHR27400 SDHR27614 SDHR314r)C, SDHR31614 Strong -Dive SGHR Comho4'lead Screw 1' US i ti [. n YV1I _'1cp t4 LFT.A 1 hr F1:1or r Anc.'1cr z r ,. 9/1 /1 n h i 1 ' 6 fb 3 9 6' and a Mfrs an i from _ 11 B' to 1334 9 9 frig 7 SDS25112 SDS25134,SOS25200,SOS25212,SCS25300,SDS2531$SDS25412 Strong-13meSCS Heavy-DutyConrectcr Screw 13 FC4 r Si Framn_:'CPis S l LZT,402:S A1C LS': .,,.Z-1,21 LSiA::4 _Sig:;L Sfr,;E Saer!Straps Concealedflangeversion(SURC,SLILC)availableforalldouble SDS255M SDS25600, SDS258W 14 FWANd Fill'-dafor, War ArgP, 16 LSTI49, L ST173 Straigm:;haps 2X and aX models; onry acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS SOS253129S Strong-Drve SIDS Heavy-(>uty Connector SS Screw 15 CAI C,A;? L;w.set Arlples t' "ir L 711:'1,). I. rlii*1 13rKf4+11cl 21 U --cries hangers Force' -mount hangers avaiable un w ciths ranging from 1-cill6' to 9 SDWF2716 SDWF2720,SOWF2724.SDWF2726,SDWF2730 Strong-Drn+eSCWFFioor-ro•FloorScrew 10 H2A,H2r_T H9,I-4!0A•2,H10S H14 H;.A1L` Hurricane Ties �1 LTS1; i IS r': L'Stk t[c:.ti Lghr T,,,stS.,rap 6"and "his ranging from 2.518"to11-114" 17 HCJT2 HravY Cuncea d.+ont-ie '2 LtGT f.AriamGederTrrJ�-.vr=. 16 HH4 HFLt HeAder Ha-.OA-- X) R45TL7 +,1ST37 MST43. MS7i>0 MS77_' SiTaight Straps FL,IWO7-R8 19 E i1Z Knee -Ill+ ;I::aLrelvei ::*1 I7S1"A9 IASTa.1_ rnsTA1;3 MSiA b h1L:;i'A 1 f.A=:lA24,MSIA3C.f;STA S R,1STA49 Strar,3ht5traps FL#10667-RS 20 L30, L5U, L70 L90 Antares 22 t.ISlr2 R8 P15TC4U, Ili di . rJoiCf_6 MS J'_ Staig4rt Straps 11" #t Product Model. Num bar or Name Product Description 21 LCE4 Pic¢ Cap Y= f.ISTC43B°;, f,1S71j66B3 Pre -Berl Straps Sea Y Product Model, Number or Name Product Description 1 ATR318. ATR1tZ ATRIJ8. ATR314 Threaded Rods 22 LS30, L550. LS70, LS90 Sxe',vable Argos .4 fool MS"r138, M4'T14r,, h,',.STiSJ HIS-17" Straight Straps 1 BA series hangers Top flange hangers evareible in wi ranging from 1-Wii to 7- 2 ATl AT!JDB-2, ATUD9, ATUD9.2, A,TUDI)i ATU014, A7UD14.2 Aluminum Take -Up Device 23 LSCZ A:ij .sla ie Star S:• ngef Con recto: 25 fit 71S'7 H17S•16. hAT51? rill TS.0 %47S-4C MTS30, trSn.1 M=.diumTv,6t Strap 1i8" and heights ranging from 7-1,1$'te 3tT 3 6P816-2, 3P112, 5?112.3, BP5/8-2, BP518-3, BP J4, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ25LZ. LSSJ26RZ, LS'_JZLZ LSSJ26RZ, LSS.210LZ LSSJ2' ?Z Field Adiustabk Jack Harder 25 taC A2x10 1 , NCA2x 12 12 ^Jr,A2x& 16, ti( AZk1U 10, l4r:,A2oAl2-' 5 Brdgirip 1 IDGBF series hangers Top flange hangers available in wdtlls ranging front 3.518" to 7- 4 CNW318C64WIY2CrVV51A.CNW3/4.CWI?&8.+r2,CNW314Soll Coupler Nuts 25 LS`rg181 LSSR21 LSSR237,1.SSR256,LSSR2-,O2.LSSR410 FKarKiAdlwistabESlr:4tMau3e1':<ess'nrdanger 27 RrVd131?.RCi"JR14 uieaJlDKirc 118"andheightsranging from 9-1J4"to24' 5 CTUCS5, CTUD65, CTUDW CTL1D75 C7UO76, CTUD77, CTUD87 CTUDE+B GTL1097 Coupling Take Up Device 25 LTPi LTPS M Pta:,es 28 RPS'6 RPS22 RPS2?r Repair r-late Soap 3 Dc3F series hangers Top flange hangers available In waths ranging from 1-112'to 3- C T L 3, CTUD98 27 MI23Z, Ai247 ML282, r,AL28Z ML21CZ A-•g es Yi RSP» Said o pate Ccnnectn 5J8" and helghts Fargirg from 7-114" W 24" 6 N8, N4, H5. N6 Heavy Hex Nuts 26 MAMHB Roof Tie Dowr :kt Si"t SP2 SP4 SP3 SPP Stud :"bee Tte 4 DGHF senes hangers Top flange hangers available in wdths ranging from 1-3/4" to 3- 7 RTUD3, RTU03B. RTUC4, RTUD45 fi RTUOli RTIJ137, RTU08 Ratchefmg Take -Up Device 29 MMHC Hinged Root Corrlectc.r :i1 5WH4, SPH6 SPHS Heavy 3ud Plate Tre 5B" andhe+ghts ranging from 9.1i4" to 24' a f1-JD9, TUDIO Take•Up Device 3D MMLU26, MMLU26-1, iNMLrJ28 MMLU2a-2, MMLU210, liAMLJi211, t,lloi 9, 41k;LUI-111 Faun-Ii cunt Harlgorrs 32 SSE, Li, .-�15..aS3, SS4.; S'ard .shoe EG5 EG7, EG9 serer, harwors Top flange hangers available in virddls ranging from 5.114" to 6- 9 TU'A(38 Take -Up Washer 31 R90 RBCP R."rf E�r> ridary ',;Lps 33 ST9, S"' 12. S116 S-T".. ;>i,;.9'2 aT". r.' , ;,r, '.5 S72t1 `_, ST6215, si 6Z14. S76236 Straight Straps 713" and heights ranging from 11"to 32-1/2' 10 URS3 38" UDiP Rod Run Tedowrt System K, RET-3 Rod lie-C•cr«r 34 T820. IB27. f R3C [636. ''n42. TP49 IS'A. TE366 TR63 Tersirr 8rd91ng 6 EGO series hangers Top fiinge mangers available In wdths ranging from 3-518" to 7- 11 (JRS4 t'?ll Rod Run Tietiown System 35 RTC227, RTCA2, R7C27 R7C44 Rigr Ts Connectors :uc T'.r1B1C 77416'' 70VT,14 ihaU Branra 1 "4" and heights ranging from 11-114" to 32' 12 URS5 :sib" Uplit Rod Run T'eedown Syniteni -4 STC STC7 GTC HTC4 Truss Corps 3/.; VGT. V(1I R, VG TL Vanahle Pr;:h Girder T:.edowr 7 GLS series hangers Saddle hangers avaiial in vooll ranging horn 3-1tii td 6-7r8'• 13 URS1t1 ?d4" Up12t Rod Run Term System 35 T,)C37 TJC57 7114,,s .laCK Chips 37 W6100 VVPI06C, VVSt'2t3, '."JP12r3C, 'VA143C Wall 6lacing and heights "arging from R112" to 28" 36 Z2, Z4 Z44 Pane'! Sufferer C'ipt 8 GLTV series hangers Tap flange hangers available in Vadths ranging: 13 1)1 to -'- 1t8' and heights ranging from 11 'to 37' FL#10441-R6 FL#10S31-R5 g HB series hangers Top flange hangers available rti :moths ranging from 1-9115 to 7- FL#10447_RS 1!7' and heights ranging from 8" to 30" §W Product Model, Number or Name Product QWrlotion Sea x Froduct Nadel. Number or Name Product Dewdritlon "0 HC,LS series hangers Saddle rangers avareble m maths. ranging from 5-1/4" to 6-74' 1 OTT-1 Hold down Sell # Product Model. Num ber or flame Product Description 1 GBH:, 37x5 5, CBH2 37x 7 63, C6H, 37x9 75 Cnrce,abd Clangers and heights ranging from 10-1 r'7' fo 28" , A ,e : GU,H"Fseteshanders Faeo. HUj and tip-lage fUT; hngers 11 NCLT series hangers Top (range hangers available in widths ranging from 3-114"to 8 3 Hr/-8. HH0411. HHOQ14 Hnk1-darn 2 OSC21"i_ D.zX-_2L Si--_S 3 CSDsR -FiD_11. DSC5L-.SD1;3 Drag Strut Cnnnr. cri's avaaabh• in widths ranging from 1 -9i18" tc 3-9i16"' and heights 7i6" and heights ranging from 7-t t7' to 57' 4 1 HDU4 HDU5 HOUR, FIOU I HDL114 Hoki-dovon -. 312C Gable Hiace C.,nnectr:+ ranging from 1.1t3' to 13.1.5118' - H3LTV series harges Top flange hangers avaiable +n vedths ranging from 3-1/4" to 7 r, HP.A28, HPA:, 5 Strap-styie puriln anchor 4 HCF 1.81, HCP2, HCP4 Hp Ir4rner Plate 3 H+_U3 3, $DM HGU5., aCa H IJU : -rm Ua, HOIJ , 62 SUS, HGU7.00-aDS, HGU' 2= Face-n'ount hangers 11$" and heights ranging from 14" to 33" 6 t.STHD8l..STHD8RJ Strap style hold down s HHRC2-2.HIARC42.HHRL42-= HHRC.4il81.14HR{44• HHRC5:b ElHnll-', !,11Z. Heavy w-atoRidge Cc^nectois -JJ.Ii_rLIQ C..';O,S 'I3 fillsencshangers Top flange hangers available inwdthsranging Item 2-511Tto3- btA.SA, MASAP Foundation anchor ;trap HHRC66 4 HC US Boilers handers Fare -mount nanoers a,:liable it warns rargmgfrom 1.5'o'to 7- NIB" and heights ranging from 18" to 2T' 8 MPA 32, MPA14A Strap-styre punin anchor 6 H.RC 18' . HRC22 Hip RAge Coo, necl�t a'L+ and heights ranci-p from :-U;16" to 1:: 7,43" 14 H!JSTF sees hangers Top flange Jors', hangers avaiable in wrckM ranging from 3-1/8"to 9 1, PA23. PA28, PA3a. PA51. PA68 31rap-style Purim archer 7 Llo LR ' LRO210 -'i rtii Rafter Hanger ,. hH ., } ;iJS HH ,try UDC-SD5 HHC:'.-u b;. -SDS, nirr!5111 Cu-5G5: : -SDS. Face-mo:inn hangers 3-9116' and heights ranging from 5-318" to 13-1r8" 10 PA118. PA.123.. PAI28. PA135 SStrap-style purhn anchor 8 LSU20. LSSU28 LSSIJ210 L.Iglrt 5'k.Gtabler;ikewyble U Hanger HHG'J9 !}J SDS 15 HUTF• HUC! F series hangers Top flange hangers avaiable in widths ranging from 1 -9116" to 5- 11 STHD10 STHD10RJ 'Strap -style hold•dawr: 5 TESFd. TSEr3 T"fucsinrearing f=nhancer 9. hHi! ?h;-:` HHI hoT"N I, HHt1;421U•.' HHt11S4te. HHUS4, HHb:rrdl O. HHI.:,Sj iS(L'10 Face -mount hangers 1122• aaditeights rang!,ig ftwn 3.7t16" to 15+' Concealed flange 12 STH0I4 STH01 ARJ Strap -stile holddown10 T C 2 A `, C2R HH I ST 25110 version (HLICTF) available for all having'rvrdth equal to or II 11 THAN, 7HA213, THA<18, rHA21ri.2 THA222•:', THA41A, I RA415, HACA18, 7 hA4 _' A..J,,stal ie T-us—arger H6.:R. nSLL HS111i HSULC series hargers Skevmd face-miourt hangers available In widths ranging from 3• greater than 2.9116, THAC422 THA426 THA422 -2. TifA426-2 1r8!nh1far -ird%• erJirls ranging from 4-:14"to 15-314" 15 HVJP series hangers Top flange hangers available in widths ranging from 1-VI 6"to7- 12 THAI1 81 s12, 'HAl2 366V22 THA.I_ V22, THP= THAVQ2 THA13L:' THAL1422 Adlustania -rocs ,Hamer Sized for-.1ontc ConceaLd flange ve -ion i,HSl1RC, HSULC) available for all1t3" ardheights ranging from 5-315'to 26' 13 THAL422 THAR,O ^ ikcrv_d T ,,ct Harder rJoub�le T1X and 4X rrloaels, only aca+rte flange is rortcealed 17 HiNPH series hangers Top flange hangers available in widths ranging Mom 1-£N18 to 7- 14 THJA25,LT'HJA26,LTHMA MulupteTruss iUntiers e hiI'11.'S HTU28,NTiJJIQHTU.G-=,HIU28-2 rTU 1r}. Face-mountnangeis 1/7'andheights ranging from5.316"to32' 15 THJM2-4--"kS3. THJ02-5-SDS3. THJL:215, T-a.`U234V t.1,,PJ„ie Truss large', c III, r-i1JC sores hangers Face -mount handers a a:able in wdtns ranging from 1-9116A to 7- '8 ITS series hangers Top flange hangers available inwdths ranging from 1-9,'i9" to 3- :. 16 TSBR2 24 Truss Space' -Rest a tit 1 '' and heights ranging from 2-7!V b IS -Via". Concealed flange 5!a" and heights ranging from 9.1.15" to 16' 17 VPA2. VPAD5. VPA? VPA35. VPA4 Variatlo- Pitch Correctors ve,scin iHl1CI availabin for all models having width equau to or 19 JR series hangers Top flange hangers available in vicith of 1-git6" and heights ! 15 VTGR Vakey TIitssClip greaterVial :-911(3" ranging from 5-3t6"to7.114" 10 hjC%2I 81i9 .SDS. H11C01 F 1I i i.SD5 iL)00'10 2-SDS i4 JCO210 'i-SOS ilJC031i'i. Face ire i'nargeis 20 JBA series hangers Top flari hangers available in vedth of t-9M6" and heights SDS,I-+I;CC41•C SOS, iIUCO412-SOS CiUC0525i9SD5, IIJGi= S1?-SDS r-IUCG(5'=0- ranging lrom9-3H8"tra13-1/8" tiDS, FiUCO51ZSUS Simpson Strong -Tie 2020 FBC Approved Products updated 12rrW-1-1)20 EM= Simpson Strong -Tie 2020 FBC Approved Products Update) rz,30i�Z)2o EE= Simpson Strong -Tie 2020 FBC Approved Products Jpdated i.1301r20 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 123r2o _'.. ., ., c r a dteCt Inks to AI 58T approval iced baron, = L [.h K5„rr 0. _ , �, - _ Pot dracl Enka to ill SST apfarovrils Isted bedav r; tYIGh: Htr' '. ------f'' ! m z- For dret inic. to al SST Qwrov196 Is`led bole„ .I : b,,y_l'N._;. -i - < . For dirwit Inks to al S$T apr.rovals Est" bairru L� lw9 Ff R �lPf 'fir .. For rrdtltiorral IMdraidJOn regerdiap Flarda=s Statewide Redact AJTpraal System any Mam-Odic County Nonce d?�clp[ance iAJCiA- v, i'X HERE. A For ddtlaiaial ,nlamaCal regarding Flaidz's &ate.vide 1+rodret . L,prgral _�- .err �r:d tvlam-L:age �---_aunty +ram A Ncrwe y A4�dtance R=.,. , - 'aE-r =F �' n � "f J f-'ardear Fl i" 'ai dlCWtje OS'1C: :1 'rrcval ., .,! �.7 H1arn�Ga d!'�_UI:rI a adtla�ra orsra or a, >f a 3j s N�1:.{Cl, e,anE iJ f 1 y c c - I m Of t rMOfAWbOflr d Ft - C1 gV � 1 additional regarding aria'- Stalevrd r1�ii Approval �ysi+<, and b arwi{+a County 'n' � KI . a= Nome cd,Accxptance 1Nt3fy. ;:_,�, •F ,-- 21 LB series hangers Top Mange hmlgeru avaa�lie in lnatltt of 1 911G' and heights FL#1 i468-RS 18 a:+ r r :� SL6V1 rs S,LB'Ji B SILL' 1,2 CC, J:BV 3 U,'LB'r � >1LB1 .fi L�V312. 7 op F-large .io�t 1-11ncers SET XP a Adhesive Anchorfa uoncreka rang,n7 from 6-3/8"to 15-1I8" St 6V3 Si(., Fes+ SV3 32 11143V4 €.a Sl,.f;"J4 :i, S+I_f;V4 _8, SP, 61,14 ; 5 S„LBW5 f,C 6 Strong -Bolt 2 (S'rW, ST62.4SS, 3T'S2.6SS) Strong -Bch 2 Wedge Anchor for ;crtciete available in carbon Plan; 22 LBAZ genes hangers Top flange hangers dvaialblt in wdC. of 1-9/16"and heights se4 x Product Model. Number or Name Product Description 1 a -JLT TX1 JDTT2Z t 10 [P 14, r- r 4 H T75 I ilcc'=^ors si and Types 304 and 3115 stainless steel for ctlml ranging trom9-?v18" 1b 13-118" HHLi5210-3 HHUS2104 .!u:s r-arKgar 20 Sfv^STtiO, SihSS" .,trapk ' 13 mil 1,1 gal 7 Titan HD r^fHGH. THD-HMG, THO-H4S5 THD H6.S8, TIED -CS THD-CSBSS; Titan HD Heavy Orrty Screw Anenorfof concrete and masonry 23 LEG3 LE05. LEG7 series hangers Top fange hangers availably in motors tangling from 3.114" to 6 2 HRS6 HR-58 HRS12 Strap Tie- 21 Sail SP6 Sand Plate Tres avaiable with hex need in carbon steel and Ttpes 304 arc 316 718" and heights ranging from 9" to 33-It7' 3 HlISQ21C-2 SOS, HUCC210-3 SOS, HUC'0310-SUS .toil: Hanger 22 SSP DSP TSP Strict Plate Torts stainless steer or North countersunk head in carbon steal and 24 NE05, ME07 series hangers Top flange hangers avallable in waths ranging front 5-114" to 6" 4 THGP2 THli THGBH2, THGBH3 TI -UH4 Joist Hanger 23 STC DTC Truss CIIp Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1 t7' c THGQ2-SD . THG03-SDS4 5, TH3:;H2-SDF TH T CH J,`i 14 5 TH li I ;CS3 c; c F angv,r ;'4 T1G?2 Trutir Etna ^. ggnal 1 `u iten HO Rod C.trupler (THD37634RC, TIACAC, ZRn] T ilen HD'Threaded Rod Coupler fa concrete 25 NIT -ones hangars Top flange hangars availabe in tMdths tangling from 1-9 16 to 5- 8 THGNQs 3, TH04N3-4 T1fCvH'4 3, THC 'J444 u' : f-arv2sr 2f, Th 5' Truss uac r_aR^erwr 9 Titen HD Threaded Rod Hanger (THUBZ`tl58RH, T HDt:37158RH. THC37212RH Titan HD Threaded Rod Hanger for concrete 1i8" and heights ranging from 9 114" to 24" 7HD50234RH, THE I17212RH) 26 W, PFB, PFDB, PFOSB series hangers Top fringe hangers avaigaele in width of 1 9116" and heights 0 orli, Al, (VGA? 'fledge -Al! Anchor tow masonry ranging from 3-315" to 7-TIE" F6#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 'NP sales hangers Top fringe hangers available in +Maths ranging from 1-9716''to'- Product Model. Number o:r frame Product Descnotion Soo # Product Model Num Der or Na'ate Product QQW0j2jIPn E,L*16230.RO a' and heights ranging 9-114'to 32". CE rAL20 DcLb!e E: ^_eo ^,". -ruse Ar, ncr a',r: n c _'a G t,CU :l e. .J", i CCC?M5 S�Z--=tom , 1P.1u 62-3USG Niascnty %ter Caps 1 K TR FGTRHL FGTGHR ,„;der Ke"ofit Artcno• "'CTCPA4 62-St;ISa CCTC=,15. i SC C- CCCr.i•,T3 13 DSG CCCCfMa 1325D a Sea # Pdogttd Model. Num r or Na �(gljud Dpscnotion 3 H16, 1­1111S, H16-2 H16-2cu Hur _L:-•e Tie 11 rCPrl`a 3.JSC 1 ATXF AT-XP High -Strength Acrylic Adhesive for concrete or masonry FLI110860-R5 4 HET.Al2, HF7 A 6 HETA20. H: I A2'4 HETA40 Fn,,hrv, dcra True, Ar,cncr F_LL':ah9 i 62r` -KT Et t: l_GP.1 y,.K I i ;C DMS .;U -K 1, F-C.C:IL.:?Ai : 1-K' Macnrry Her C a rw:I 2 L=T•HP FT -HP Epoxy Adhestre for tralsonry i ,; FFTAL12. HETAL"i5 1'FTALX I r^tcc:4e.C! s.4nc-ncr E::C_LrlMC4.- ' KT EL:C. G�v1�;: �J;; KT F_.:C�LR4lM 3.C2'U+Cf. Li:r.L :•Cft"D402r . 3 SET-XP Sll H h- xJ Shengltr Epoxy Adhesive for masonry 2ta Product Model. Number or Name ProductDim- =190 t> HGAMI0 HM9 f tacc rr; net ova conne +o; KF ` 1 Ell %EG KT 4 Strong -Solt 2 6`762) Sifong-Bob 2 Wedge Anchor for mascirry L 1 ABA44 ABA44R. ABA46, AFi4,46R fviSA66 ABA86R „dlus b C Post Base - - 1 , t �� NHLIA.6 fHE�.TA_C t.HE A,. -�riE rA40 Ai r. He-:v��^-;.�ddea �a��s..,r r r _ lJ 'A� � r L,' C 13i�t1 F. e Llbt _C I ,.: IG H..er r.'as ,• Han �ars ! 7 _ o Trt�n � !TfN2 ) r Tten C' Screw Anchor ,ar Concrete 2 ABIJ44, A6U44R, A8U46, ABU46R, A6U:r5 ABU5-6, AFUfS, ABl68 A.K166R A6U8E, 1:ddustan'le Posy base [ L^ 2. LC T 5--L5< aL.CT4.5rJ_<, tiu ier aa:;nr A L"-.i .b-� I lM.Y,_ 1 . . _,1 IP. }.-J LA_L.Y<I_u fAzconry F, �Har erc h Toren -D ([HD -SD. .J .S6aS) T €n HD Heavy- iy Scew Pn, fror *or concrete available rti 3!'4 ABUBBR,. ABU1010, ABUT D10R ABU1212, ABU1212R 9 1_TA2 L oirei_Iftsr, Ar.-r,cr LC -Pi 2i, 1_GUrvi'210 4, 1.C.;1. VWn -(11J 1+148 -GUN1410 or 316 stainless steelvvith hex head. and 316staa.less steel vertu 3 ABW44Z A6W44FZ, AJ3VV4riZ, ABYf46RZ..ABW68Z. AB'iAJ66RZ A6W7-7 Adlustanle Post Base '0 e „ .> 4 fvIETA12 M 'A1ii, tAETA1J. MFII, � vcI .�4 MET,r „ n- r r i Er he.a- T n ii to - r - r- - <• n ry 1 a rc r 1 1- A3.1 J .e,«H ,_1 1 11 b-.A:1 ae �a �t16Hr+3 `�1'? 2 } r:bHA att'11.':_ M+F,H ,. � - ,: r r ti fbascnr 1 .. Flan ,(✓.sour Han ors r 9 g cguM r unkh a es head 4 A,^-4, AC4R, ACC-4, ACB. ACOR, ACES Post ^..ap 11 NS7AM24, MSTAH113f)hi5TCM40 PASTC.MV, 'h 14 Tie ui M..k,:uy W:il 550 1 86. NPHA3 r,-i 4 r HA3 5b+16, h,1i 56,16 MSH.A5 b0r ,: 7 Then Turbo (Thin Then Turbo Screw Anchor for concrete or masonry 5 8: 4. BC46. BC4R, BC6. BC6R, BC8 BC52-2/4. BC-52.3/6 Post Cap - NTShil MT,1020. HTSM16, HTS11,120 Tvest "ttip iol, Mawrny NBHA5 60rg 25 '.'=0 p5 50,11 2 t, B-'.A5 =aC,' l 88 NoBf-Ao 53"14, M9HA5 SZi ii 6 C;644, CB48, C848, CB66, CM Frrriuedded Column'Base, ti13HA5 50lt88 7 C85044-SDS2 CBSGr4B_SDS2, CBSQ66-SDS2. C6SQ88-SDS2, CBS:; SOS2 Embedded to ok nlrr Base S 11rf3l ll 1' S519 ' -, V5111,13 56111 25 h15U; _,ru 11,9,. h1L11 1u .5r 1s4, ra4L3HU 5, ol6, Masunfy Hearn ITarlget a FL#16t337-R3 8 CC, Ea.'C, ECCU Series Balled nlurnrt caps with YJ? ranging from 3-1r4' to �-fts of d FL7M11436-Fi5 2 r .: ,, At£iHU .' �11a hAEI-IU 5G='9 .5 hA1. i,l.. _d 1 _ 3, P,niil ll- a .(7+11 dA MBI Ll� at1r14, %,? ranging from 3-5 P to : •112' t FvFIL., r'0'fG hAPH 17, ,;,1t a Aga Froduct Model. Number or Name Product Description 9 CCQ SDS2.5 ECCO-SDS2 5 Series Screwed cclurrtn caps with 1hr1 ranging from g-1 r4 to -117 and Product Nadel. Number or Name Product De+cnotion 1 }23481016•SK X1S1018, XI S1013.4K r.Q1 SI016. Xal Bt Gt 8.4K f1IC-18 Strong -Drive X Metal See -Drift ng, Tapping Screws writ *3 W2 ra-,j;rg from 3.5fAto--1;2' CTTIZ Lrc< ersvnTle Orill Point 10 CM44Z, CPToi CPTSB'a Concealed Post Tie Erase : HO _ Hn19 Boo ""a Hdkicw-s FL�#13NLRa 2 XI..Q114TI22d, XL,01114BI224 K 412-24 Strong -Drive XL Large -ideal Metal Self-Drdhng, Tapping I EP B44A, EPS44 EFi EP566 Lmbecided Post Base 3 HC: 4U. HD:.e HD;+B. HDRE Eso".ec Ilolocovrns Screvrs wrth M5 D0 Point and Large Dta meter Hex Washer Head 12 EPS4Z Embedded Fast Base 4 IuTT4 4T7f, H7, 75 4 Tors an `ec ks 1f Product Model. Number or Nante Product Description I XH1a? 14512 4, XN4011481224-2, 102 24 Strong -Onus XM hRedl Head Metal Self-Dr41ing. 13 LC644, LC666 Er becceoc Golun,n ease LFT19, 01`205 L-1131 I- it "eracr, es I 5D.'1:.23Co7, SCi"v122338, SU'r'7 4 0. S_`,N-_`458 SC V. Z'_,�C s W2'67C SC'W 338 Strong rJ"r•,e SO'Al =VJ`-PLY atop TRUSS-aLf Screws appmg Screws roil #5 EX41 Point and Medium Diameter Hex 14 LPC4Z, LPC62 L ght Pa: Cap y'31 4 X0114SI224 XQ11481224 - 5K X1145) 224, X0112S1224 XQ11-181'24-2K #12 24 Stnonn.Urne X Metal SeM-UnIIn e g. Tapping Screws with 3Ci 1,. 1JIP844Z,MPBSSZ.MPEM87 WrIent Post Rase c wvV..154F CVvl,tu600 e¢xagDrveSDv'CTRUSSScrerr Drill Point 16 Pi PB44R, PBdri P886, Pe66R Embedded Post Base FL#13626-RS 3 a_'V`.rI9aC-DDl , SOWH1yr,(jOCB 5Lr."JH I WS b_'DE, SL11lNH19-5(ka`DB SCiVjlxil XCD b ;itrorig :)no SOWH IRYIBER-HEXScrew 5 XU34SIC16 XU34B1U16-5K #10-16 Strong -Drive XU N%tal Self-Drthng. Tapping Screws wtlt 17 PBS44A, PBS46 FBS66 Embedcoo Fost 3ase 4 SDrJi-i27L„t,/i - SC'." r-I r aU1ii : hiriJ3. SLAW27104.')G SD'Vr 1-II712ik1,G. Strong -)five SOvi I1,°HER-HEX HOG Screw #1 Drill Pol.rit 16 PdVB. PB'J10 Round Post Ease �gg� Product Model. Number or Name Product notion c Disc _ G ' •t ) - F 5` P s31 ' v!S ib CJ JJJS1b 1 oL.,.~•.tUJUO � � ., SJ )Alt' a Stroh^•vr.e..L.,� F-t .MIN.= Screw 19 P344P1+9 PCAll PC48-16. PC64.16, PCW.16 EPC44-16 EPC46-18, EPC48-16, Post'Uap SB5'8x24, S87/8*24. SB1x3C! S8 A,richor boil- 6 DJ' SI96CO3 SDI1,S19711, SO1,VS22400 SDLVS72500 SDAVS22512. SDW522"t0J Syong Drve SIDAS TorABER Strew l.interia Grade) EPC64 18, EPC6618 2 a l B16, SSTB20, SSTB24 SSI B.II; SST Bi4, SSI Eder_ SSYBIBL STB:LOL. S ' B:4L S5f6 Anchor Holts S7418226010, sr" .,S?2900, S'.wbS221000 S'loWS22tTCO SDVlS5 212i10 SDVJ:r�rIS00 FL#3532101iRQ 20 FC4Z PC4RZ, PC8Z, PC'BRZ, PC8Z, P08RZ EFi EPC4RZ, EPG'6Z- EPC6RZ EPGdi Post Cap S5TB28L ' SJ LS 2 tCOGO SDVV -24G0C2 SDWS ,500G3 SCIW3-228006B. SDu115Z23C0D9 Sth prig DmeS'DVdS ?hMBER Screw (Exterior Gradej FoC8RZ 7+JS ? 7 WOOF Soo # Product Model. Number or Name Product Dexrrntion 21 FF9A4-aZ PP6448Z Ptsst Base E SDiNS22312GBB, SDJLS22n12l C;:tdoor Accents tru.:t:ral WocKt Screw 1 DSSCB43 5 DSSCE346, DSSCB48, DSHS Bypass Framing Drift Strut Connector M RPBZ Retroft Post Base FL#13872-R4 9 SDVVS?73(2SS. SG'IPrS274;iDSS, STIVJS2?:�OS'S. SDWS<71303c'S SDWS27 �CSS. Stron7•I Jrh'm SD'.1 S TuMBER 45 Screw 2 FC1343-5 FC645 5. FCB47 5 FC6 3 5- FCP411 5 Bypass Framing Ft ed Ckp Connector S tb "L::'71 CCIOSS. `3frVJc's271 ZFC'S5 3 FPHS034S1016, FPHSC3481018, FPHSO3481016-5K, FPHSCe34Si21., #10A6 and #12.14 Strong -❑rue FPHSD Framing-tl Sa•e Sled x Product Model Number or Name Product Description 10 S'DJ+h'1:3400 Strong Drue SUil S0LE-T,D-RIM Screw FPHS0 4461214. FPHSD34B1214-51i [Alvug, Yapping Screws FLi40866-RS Crv18Ti2 CMS714 CNASTC15 C514 CSW, CS16, CS20. CS22 Coiled Straps 1 1 S•rN22 Cut000r Accents Hex -Head Washer 4 LSFC22 25, LSFC4 25. LSF06 25, Sli 25, SFC4 25, SFC6 25 Steel Framing Connector ? I+RS6 HRS9 HRS1 _ FHA6. FH49 FHAl2, FHA18 FHAZ4 FHA:1C MS--126 MST 136, Straps P win! (I-_ ps) 5 LSSC4 25. LSSGIS 25, SSC2 25, SS" 25 SSC6 25 MSSC2 7:5, MSSG4 25 MSSC6 25. Steel Stud Conraetrofs Product Model.. Number or Name Product Description RrST148 MST IW KI 2.. SJVST27, 51MST37. EIMST48 MSSC4.25KW. F1C'`C,6 25KW 1 FJA, FSA Foundation Anchor H'r516, HT-8-20, H`TS24 WIFS28 11f 1;30, H TSnC Heavy Tryst Straps FL.#/5563-R3 6 RCKW3, RCK',NE 5, RCKW7 5. RCKW36 RCK,'wi 55 Rigd Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 L37A.30, LS7r!i LST149, LSa 173„ M,5TA9 rA$TA12, MS7A':5, hii .18 MSTA: 1, MST.A;4 otrapr, 4_: rnil (19 9a) 7 SCB43Or 1:CB455, 8C:8475, SCB4,95, 3,C541/.5, M3C645,5 M1$0t347 r, Bypass Framing Sale -Clip Connector 3 C-Hi GH46-8,GH4",GH48-8,GH410-6.GH410-8 GH66-6,GH66-5.CHIC",Gr+"o& Girder Hanger LSTA9.LssAl2.LSIA15 LSIA18,LSTAkl LSTA24.:T'9 ST211__ S"2115 ST221: Straps 5mi1(2Ggal^ Product Model. Number or Name Product Description a 15C-6,19!7.SCr62-5 o S::562Ir18 SCS82-61118 E3ypaEssFremrrgConnecbr 8 GH610.6, GH610-8 6 LSUBH3 25 SMH3 25 MSUGH3 25 B idling Connectri 1 At 15, AS I&SS5 AS 18813 15 ga Truss P6a.es 9 cJ--AM 25 SCWS 5 Head-of•Wall %d,_ CIp Connector 4 CL65A. GLB56. 131.65C. GL06D. GL 67A, G1.875, GL67C GLB713 Glularro Bearing Plats 7 LTP5 Lateral 10 Plate _ AS 2"Cl'S 7) ga _sigh Strength 7 r,;ss Plate 10 SJC8 25 SJCt0.25, MSJC8 25 MSJC 10.25 Steel Joist Connectors 5 GLBT512, GBLT812, 0Li3T516. 0B1.7818, GLET520 GBLT820 Glutam Boating Plate B L7512 LTS16 SLTc2, I gh Straps A.0 t0ga Tr s _s ia tt 11 SSB3 518 BrP� Framing SdrCIip, Strut Conn ectw 6 HGLBA. HGLBB HGI-EfC, HGLBO Heavy Glulam Bearing Plate 9 NSTA30 MSTA36. S7621t, ST6_174 S79, ST12, S'1`18 5122, MS1'r`_8, N1STC4C fvdST C.52 Straps vd nill (Ia ga) 4 ASHP Hinge Plate Ccnriectw 12 X1,SH34B1414, XLSH78131414 414.14 Strong-Orive XLSf°i Shouldered Se►i-DriArig, Tapping 7 HGT-2, HGT-3, HGT-4 Hete,y Girder Tiedow.? 10 ?4STC66, MSTC78, ST6 _.A ::traps 6,1 mil (1.1 gay Screv,s 8 UFP10-SDS3 Univeirsa Poundation Plate 11 VS12 M7S18 ii NITS20 V7S30, MTS24C, M7S30C Medi:.m'vrst Straps 13 X 1S1016. X01B1016-4K. XQIS1214 XC31B1214-3 5t, X07BS1224, X07861224-3K, 41016 412-14 and #12-24 Strong -Drive X Metal Self-Drillong, 9 URFP Universal Retrofit Foundation Plate ? 2 91Bd 56, s.1E31 el. SiB2-CTifi, iib2 37 St62.56, S152 66, S16312, Slli _6, S E3 62 `t94 OE Top Flarge Jo=_t Hargers FL#157&R4 XC,114S1224 XQIf4B1224-2 SK XQ112S1224, XQ112B1224-2K. X34R1016-5K Tapping Screws Sr64.12, _1V`B4.28, Sii34,75, SoB5 50 X1 S1016 X16101134K XIS1214. X181214-3 5K 13 96,k2 12r8, SJBA2.12/10, CA2 12F12 SSBA2.12/14, SJOA4.1818 So 'A4.118110, Top iF iange Joest Hangers a2441! Product Model. Number or Uarri Product Description SBA4.1t'ai12, S"BA4.18114 r ET HP Adhesive Anchor fix concrete '4 SOH IA Hurricane Tie 2 CA. 'JDP, GUPMSU, JUPfvt '_, l '";'-1U0, GCPS S'.N i . GW-75 C-3ii 00, ; iH fastener, and assercits,es 15 SIHDSS, Sh+l~TBn. GlI.401 S S/HD10B Sr'HDi5S, Si IC15B Hrldov s F]PA P):)A_<, PDPA M3. PDPAT PDPAT-it PINVolf FINWID PINVJP-'N aDPAO", Povtie• actuated fasteners 'nreaded st,ds, and assemblies 16 9HDU4, Sln l6, S1HDU9, SIHCIUI! HoVJolvns P")PAVJG MG, PSVI.1, PSWL',VK. PC:1 OPA 01744L,^PA PTRIIN, PT'PPA4 17 S!JCT= &q4, 07 Jo',Rr Hanger,, 4 S- I` 3G.y Adnesrve Anchor rry cancreie March 6, 2023 Q� U ^N^` W O 0O (� i2 4-iia U O O © Q 0- 1— W C O CIO O & A,}� O \ lJ .� -0 E O S— 4— Co -0 �4— tJ J JUL 21 1 2023 irtual Review Assist, Inc. n eview completed and 11 ance with the 2020 F approved C 7th Edition h Debra Anne Klahr PX 300 (D ^�4 W ^ 1 W zr� v / 0 0 1..L Q �A 0 0 L� W Y) L) Cz W -0 n� i� 0 L� Cz Uj W Z J Z Q J E2 SHEET NO, PA 1.3 II 1 1 -V I I'll h My IIIII.WT11 I I TNI I I, I I TV_I I 1=Iqj IT , W­ 11 1 111111111 1T1 T_ .. 14 CU U) > SILWI-DADE C PGT Industnes. Inc. PGT Industries. Inc. (D i ' 77"IN PRODUCT C ONTROL SEC nog PGTIndusnies.1ar. C= (D 0 0 11&05 5w:05 S7W Room ZON NOTICE OF ACCEPT AN( E:EVIDENCE .1-st-BMITTED NOTICE OFA((-EPT.A,-XC'E:EN-ME-N('ESUB.ABTTED CU DEPARTNENT OF REGITLATORY AND EC ON ONUC RE SOURCES (RER F1&rdda33!75-_'44 80.4,RDA-NDCODE.kD&UN'ISTRATIOVDIVISIO-N NOTIC E OF AC CE PTANCT: I VIDENCE SUBMIT TED NOTICE OF ACCEPTANCE (NOA) �::Jjaaomv L Evidence submimA wader preiiou N OA D. QUALIT-Y ASSMkNCE = M M (n A. DRAXVE�;GS TESTS (continued) 1. Nfianai Dade Departmen of Regulatory and Economic Resources; (R.ER' (3) U 0 PGT Industries, Inc. 1070 Technology Drive, 1- Nianufactutws. die drx.vtnzs and ecticins. 5. Test report or, 11 Air Infiltration Test_ per FBC'- TAS 20 1-94 .- 2 L_ (D 0 = 0 North Venice. FL 3427-5 61ibmined widerNOANo. 114 107� 04) 2,1 1.7niforni Static Air Pressure Test. per FBC. TAS 20-2 -94 E. _%L-kTERLkL CERTEFICATIONS 0 scon: 2. Drawing No. 1- 5 5 70, O. titled '"Vir r,rl Shdine Glass Door NOA (,L.',Nl ) sheets, 1 3) Water Resistance Test. per FBC, TAS 202414, 1. Notice of Acceptance No. 15-0528.14 issued to Vision Fvmsion Lmiited for thm 0 This NOA is being issued undet the applicable rules and regulations goveming the use of c=-,truction materinis- The through 21 of 2 1. prepared by m inufacruter. dated 10 05, 13, with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 "White Rigid PVC Exterior Extrusions for NNIndows and Doors". dated 0&'111 15. CZ 0 > U) -0 0 E documentation subrairted hm been reviewed and accepted by Miami -Dade County RER-Product Control section to 04 05. IT signed and sealed by.:... L-vmn NhEef_ P.E. i Cychc Wmd Presgire Loading per Fb- C. TAS _203-94 , expiring on 093019. (D CU 0- be used m.14mm Da& Comy and otherareas where allowed by the Authciiv Hvum Ju 6'1 Forced Fnir,, Tess - m FBC. TAS -10-1-94 2. Notice of Acceptance No. 16-0920.08 issued to Vision F_x-trusion, Limited for their -YE Limited C/) This NOA shall not be vand afterthe expiation date statedbelow' The 1&ami_-'Dade County Product Control -Secwa B. TESTS along with marked -up dr-awings rind installation cliagaill of sines 1 sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for F_ C/) < (Is,'Nfiamt Dade Counmr and'otthe AHJ in areas other tbauMiaita Dade County) te,serve the i igh t to ha ve th is Test report on 1) Uniform Stairs Air Pressure Test. per FBC. TAS.' 102-94 by Fenesir. anoti Testing Lab. Inc_ Test Repon No FTL 8-549. dated 11 0615, signed and w NNIndos and Doors". dated 108,16. eNpiring on 11,29.21 product ormserial tested for quality assuranceputposes. If this product or material fails topetfotinin the accepted 2) Large Nlissik it act Test per FBC. TAS _20 1 -94 Sealed by Idahlu� Ortega, P_ E. (Test report revised on 12104 15 and 02 11,16) 3- Notice of Acceptance No. 1"528.15 issued to Vision Extmsion Lmuted for their manner. the mamhcturer will Incur the expense of suchtesting andthe AHJuinvinimedimelyre-voke. modify. or 3) Cyclic Wend 1,re>sxire Loading per FBC. TAS 203-94 6. Test-repw on i Air Infiltration Test. per FBC L-I'vS 201-94 "Brown C oated (Painted or Laminated) 117rite Rigid PVC Exterior Extrusions for suspend the use of such product of material within their jurisdiction. RER reserves the right to revoke this along with marked -up drawalp and imiallation diagram of vinyl shduig glass door- prepared Urlifio= Static An- Pressure Test. per FBC. TAS 202-94 Windows and Door-s". dated 08 13.15. expiring on 09,30-19. acceptance. if it is deterr=njed bvMmnyDade Couam, Product Control Section that this produc t or materialfails to I by Fenestration Testing Lab. In-,.- T,st Report No- FTL 8-1 *7, dated 120-17. 15. signed and 3) Water Resistance Test. per FBC_ TAS 20 2-94 4 Notice of Acceptance No. 1""" 12.02 issued to ENTERGI Fenestration Solutions USA - meet the requirements, of the applicable building code, This product is approved as describedhese.in andhas been designed to comply with the Flotuts Bufldine Code. sealed by I d alnums. Ort e ga- P � E. je-i- rep oil re-,V 15 ed oi 102 1 -5 16 an d 0 _' 2 4 16 -j 4 Large 'Nlissile Impact Test per FBC. TA S 20 1 -94 Inc. for their "T.%-N 3040 and Lighter Shades (Non-11-hite) Rigid FVC Exterior' including the High Veloca-y-Humcam Zone Test reportiou 1) Air lafiltratioi, Test per FBC. TAS 202-94 5) Cyclic Wind Preialre Loading Pei FBC'- TAS 203-94 Extrusions for "Indows and Doors" dated 00�1 5�, 16. expiring oil 0104;21. DEsc Rumo-N-: series "5S*7M 770" Viny-1 Slidin Gla ss Door (Rtinforced) w,-'"-o 9CP & 135' corners-L-A-11. I Utlifarm Stitt Ace Pressiire Test. per FBC. TAS 20-2-94 '102-94 along with marked -up drams and installation diagrani of vinyl shidule glass door. prepared 5. Notice of Acceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA, DOCUNIE-NT; Draw= i No. -55 70.0 Re v B. titled - V Layl Shdw g Glass D oo r NOA (I-M) slicer; 3) Water Resaista:,ce Test, per FBC. TAS b,; Fenestration Testing Lab- Inc., Test Report No- FTL 85142. dated 12 04 15. signed and Inc. for their -,Bronze and Lighter Shades of ap C oated Rigid P'X'C Exterior .A.PPR0A'.kL -NED 4-) Large Miss k impact Test per FBC. TAS 201-94 sealed by N Iclahrus Ortega- P.E. Nest report ruLsed on 0" 15 20165) Extrusions for Windows and Doors" dated 0913 :16. expiring on 04-I&M. I through 21 of 2 1. prepared by manufacturer- dated 10,05v, 15 and last re,, iced on 02,'0 l,,2 1. signed and sealed by 5) Cvchc Wind Pressixe Loading per FBC_ TAS 20-1-94 7 Testreponon I�OJ�niforru Static ArPres-usie Test- MFBC. TAS 202-94 & Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA_ A-LymMiller. P.E.. beating the.\Eanii-DsdeC'.'otatyPt-oduL-t Control Revision star with the Notice of 6) F orced Eam,'- e"51 � per FBC S 202-94 1) L ar2t :Missile Impa c t Test per FBC. L TA S 10 1 -q4 Inc. for thw,-N\Ue Rigid PVC'Exterior Extrusions for Windows and Doors" dated Acceptance tnumbeirand expiration due by the Miami -Dade County Product Control Section along with olarked-up drawings an�- installation dLigm, of", iulli glaiss door. prepared 1W-1 shk ;tC ic Wind Pres�szlure Loadmi per FBC. TAS '103-94 - vc - L - 09! 10; 17. expiring on 01281 S. MissmE LNIPACT R_kTL1G: Large and Small Missile Impact Resistant by Fenest ra It to n Testing Lab. Inc T - st Report No. o - FTL 8 4 6. dated ed I 106 15 � -it o-tied and along la-ithmarked up dfawwas and installation dianam of :;nyl slidul; glass door. prepared I Test reports NOW. 10-002-792(A). 10-06-M0527. 535753-09. per ASTNIE-84. Limitations: 1. See table I (sheet2) and table 2 (sbeet§) forapplicable SGD unit sizes. design pressures. retaforicementsty-peIs. sealed by Idahlits Ortega, P E_ jes report revised on 0104 16 and 02 11 2016) b,�,- Fenestmtion Te;,ttn2 Lab. Icnc. Test Report No FTL 6638 (samples A- I thru A-2-1). dated ASTMD 1929 and ASTNID-635. issued by EXOVA to Vision Extrusion for cellulosic glass types. sill nser(see tablesB-1 & B-2,sheets 7-8) and anchorlayout sheets requirernenr� in 11 that 16. Test report on 1) -Am Inf iltra, Tio- TesT � per FBC � TAS 202-94 11 1 19� 10- uened and sealed by Jorge A, C-au,,;A-,, P E. iSnbntitred nnder_V0ANo- H- s composate material. or lanun: ted Rigid White PVC. Tan (Nonwhite)R*d PVC and Brown coated (Painted i )white Rigid PVC to be 2 2,11 Uniforni Stitt, Air Pres'Aire Test Pei, FBC, TAS _02-94 016 7� 04) (Subintued under.V0_4.,\_0. 041 Z labeled per re&renced. NOIA's requirements. 3) Water Rcsistxnce Test. M FBC. TA'S 10-1-94 8 'Test report 1 -Aff Infiltration Test. per FBC'- TA-S '01-94 8 Notice of Acceptance No- 14-0916.1i asuled. to kit ray America- Inc. for their 3. Evv3s operabledoors must complywith min clear widthorheight per FBCrequrement. as applicable- 4) Large Missile :mpact Test per FBC. TAS 201-94 Utuffortri Static -Air Pressme Teat, per FBC. TAS 20'-94 -SentryGlast (Clear and White) Interlavec. expiring on 07-0418. 4. Pocket walls under separateapproval to be revievmd by Build= official 5) Cvchc IN'lnd Loading m FBC. TAS 2103-04 I Z 'Katef Rmstanict Test. M FBC_ TAS 202-94 9 Notice of Acceptance No. 16-1117.01 issued to Kun, rav Amertca Inc. for theu L ABELM: Each utirt shall bear a pemment label with the mamifacrlwWs name or logo. city. state and series and 6) F orced Ent ;'_est. Per FBC- TAS S, ?02 4 4) Lange Missile Impact Test lei FBC-- TAS A-94 -Trosifoll 11traclear. Clear and Color PA-B Inteflayers­, v4mig oil 07 -08 19. following Mate "Miami -Dade County Prodkict Conwol Appo%vill". noted henin. along with mailed -up drawings and ailailation diagran of viwyl sliding glass door. prepared CvclIc Wind P6.res-wre Loadtagper FBC- TAS 203-94 W RENEWALof tlus.N'O.A shall be coaaderedafter a remm-A application has beenfiledand there has beetina by Fenestration Testing Lab, Inc- T.-st Report No. FTL 8547. dated 12,0415.smiled and 9� 6)Forced Ents,- Test,_ perFBC.T_A.S_!01-_4 _ IF, STATEMENTS change in the apphcabk- building code negali-imly affecting the performauce of this product sealed by Id almis Ortega. P E ( 'Tes report rev-ised ori 02 1 ­16, alone "Vith rilasked-up drawings and installation diagram ofnird shding glass door. prepared 1. Statement letter of confonuance with IFBC*-.;Ik Edition (2014) and FBC-6* Edition TERSHNATION of this NOAwill occur after the e%piraticcs date or if their has been a recision or change iv the 4 Test report on 1) -Air Infiltralicii, Test. per FBC. TAS' 202-94 by Fenestration Testing L. Inc.. Test Report No. FTL 6337 ('samples A- I thru A-5) dated (1017)_ issued by nlanufacturer. dated 091417_ signed& sealed by Lunn Milks. RE material-., use. andot nianifacture of the pioductox process. Misme of this NOA as anendoise"rit of any pro&ct, UnifOMI St34 Aix Pressure Test. per FBC- TAS 2022-94 i -1 06 10, signed and sealed by Jorge A. Causo. P. E. (Snbyritied wider NO-A.Yo. 11- 2- Statement letter of no financial interest- dated 04'18 1 T issued by manufacturer. signed for saks, a&,ft'-fising of any othetputpo6es sbaU automatic allvterminate this NOA. Failure to coniplyVA-th any 3 )Water Resistzxe Test. per.FBC. TA S 202-94 010709) & sealed by Lynn M&T. P.E. section of dii?, NO shall be c ause for ternimtion and remov_al ofN0A_ 41) Lxge Missile :mpnct Test pef FBC . TAS -'01-04 3. Letter of lab compliance. pan of the abort test reports ADVERTISE-MEN-T: The NOAnumber precededby the words.Xhami-Dade County. Florida and followed by the 5) C,,,'C lic Wind I ressure Loading M FBC_ TAS 20 3 - 94 C CAL(I-LATIONS 4. RER. Test Proposal No. 17-03S7. dated 05 �05 ,1 T sigited by Ishaq Chanda- P.E. expiration date inky be displayed in advertising literature. Ifanypo:nlonoftb-eNOAisdispla,,.�ed. then it shall be 6) Forced Entry ''est � M FBC- tiS 202-9-41 1 kuchor verificarion caki;Lat ions and structural aaalys,6-, compl�vitrg with FBC-2014- done in its entirety. along with mark-ed-up drawmes and W- allation, d:agrmi of �wd sliding glass door. prepared A prepared by PGT. dated 1-1 09 Band last revised on 02 1 -�: 16. &1gtlIei:l and sealed by G. OTHER L\-2,EcTio,_\-: A copyof this enfireNOA 5ballbepro%ided to the use; by the inanufactum or its distributor, and by Fenestration Testing Lab- Inc.- 1-st Report No. FTL 8548 dated 12 fA 1-5- signed and Aatho_nyL_N1Ue%, P.E. tSubtnitted uruler.\ 1. Notice of AccepLance No. 15-1210.01. issued to PGT Industnes.. for their Series stmil be a-. a4able for ampection at thejob site at the request of the Building OffieW. ieakdbyIdahwOrTega_PE.,1Te_s repon revised cni0l,'04,16 and 0211 16 )- -,VleswthASTMF-130r0-09 GLumg 1 0., 1 1 This NOA revises & renen-,NOA 0.10-0429.0S and cowl sts of thn page I and e%idewe pages E- 1. E-2. E- 3_ E-4. E-5 S, E-6 as well as approval document mentioned ab7m. 1--hAq I. Ch3njda, P.E.Lh3qj I. Chanda. P.E. Ishaq L CIAnda, P.E. The submitted docunientatimn-as net by Ishaq L Chanda. P1. Product C ourro; Unit $upprvi ior Product (*art ol Unit suptrri-,or Product C. ontrol'Unit Superrisor NOA No. '.1-0:04.03 NOA No, NOA No '1-0' .09,0? NOA No. '21-0.'09,0 Expiration Date% Apr ill4.201'6 Expiration Datt� April 14.-'Lj:6 Expiration Date: April 14.2 .02 .6 ExpiratioaDato: Aprill.4.2026 NOWLAAM2, Approval DateMirch 2,-. 2011 -�pprol al tbw Sbrch :;. :0,.1 -`Lpproval Date, March .4;. 1.01.1 1 Approv:t I Date: March ' UZ, 10! 1 Panel E -1 E PGTIndustrieuluc. CGI Windows and Doors. Inc. PGT Industries. Inc. JUL 21 M3 NOTICE OF ACCEPTANk E: EVIDENCE SUB-MMIED INOTIC E OF A( CEPT-A-\ CE: EVIDENCE SUB-MITTED NOTICE OF.ACC EPTA_X(1: EVEDENCESUBNAUTED V 2. Evidence Submitted under pre-slous submittal E. '_%LkT`ERL-kL C ERTIFIC AT IONS I coD tinue) 3. New Evidence Submirted 3.Quatlex Pan Super Spacer Stand.ird complying xith ASTNI C-518 "hernial Condll,101VIIV Virtual f jew A,,Is Inc. A. DRAXMGS 0.881 BTLI-in., lir -ft-*-"F. ASTM F 1 '149 ASTM D39S5 F A. DRAII_L1G5, Plans Reviewmpleted and app,01V 1. Drawing No. MD-5570.0 Rev B. titled -Vinyl Sliding Glass Door NOA sheets 190 LG DurabilIty-No fog -Pass. t.Snbndned under previous VO-4.-N-0. 15-040A 05) 1 Drawirig No- NEED-55.70.0 Rev B. titled -Vinyl Sliding Glass Door NOA (L.\f)­. sheets 1 for compliance 4 the 2020 FBC 7 di on I through 2 1 of 2 1, prepared by manufacturer. dated 10,105:1- and last reNised on through 21 of 21. prepared by timufacturer,'d ated 16 05 1,7 and Last m,. lsed on 02 0 1 `2 L by Debra ne Ma go 0-4•22,20. signed and sealed bry A- Lyun Nfilla. P_E� 6, Quanex Part Ruraseli.1 complyw'y with ASTNI C-51S Thermal Conduciiiaty BTU -in 7 signed and sealed by A. Lmn Miller. P.E. hr--ft-7� ASTINI F 1249 IA71-77_-Pass, ASTM D 1434 Aqou Perineance-Pass. ASTM E Note: This re,.-tslon Consists replacement of sanie emstun, aistallation scmk- with tbi head- 7 B. TESTS 2189 1 G. Durability -No Foe. r*1 ST.14 E 540 Dew Point Development -20"T in 48 his- 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS 20 2-94 (Subut hind wider VOAN& i,;-O- 09. 05), ')Uniform Static Air Pressure Tesa. Loading per FBC. TAS 20,-94 Vision Extrusm-s- Ltd- Pans con pt�,,-'\ ing with P'V(-AA_L-k _30-'3-13 )_ Vontar luv Specffication B. TESTS 3) Water Resistance Test. per FBC. TAS -10' ;494 for Rigid PoMawfl Clilonde (PV.__') Emenor Profiles for V on xt io t -1 bv isin Extrusions. us d \7EX L None 4) Large Nhssile Impact Test per FBC. TAS 201-94 AXXIA Fenestration Exterior Prolle C'evLfic2tion ProR=ji 6ubnfifted under NOA Vo. 15- C CALC I-LATI ONS E 5) Cyclic, Wind Pressure Loadingper FBC. T-AS -103-94 040. 05) -PVC 1. 'None along writh mariced-up dra%yuigs and installation d lagral-n of all PGT Industries. Inc. 8 Vision Extriisions, - Ltd Pans com�lvlae with -AA1\Lk 303-13 ' ' 7-0 (D represmtath-e units listed below and tested toquah�, Dowsil -191 and Dowsil.983 silicones. _09. 3) (_�nbnt ifted finderA 1:_i =3 CU prepared by Fenestration Tesfing Laboratory. Inc.. Test Reports No- - 9 PVC-AANIA 303- 13. Volutitar; ' pecificatrou for Rigid Poh-vitlyll Clilond-t (PVC ) F-%Te-..o-. D • Q1__A.LITY A SSURAN F Nitami-Dade FTL-7897, PGT PW5520 PVC Fixed Xk7indow (1111it 6 in proposal). dated 09,03,44 Profiles for Vis;ion Extrusions- Ltd -VEX-1 by AANL-k Fenestration Exterior Profile I Depaillik-ar,of Regiilatoryand Economic Resource�, (RER). U) FTL-20-210'7.1, PGT SGD780 Sliding Glass Door (unit 7 in proposal) FTL-20- Alunninim n C ertification Pfomm- 2107.2. PGT CA740 Mum. Outswing Casenbmt Window (unit 8 in proposal) FTL-20- 10 'Notice of Acceptance No. 18-121-14 Issued To Eller Fenestration Solution- 'U'SA. lac for E. _XL-kTERLkL C ERTIFKATIONS, 2107.3. PGT P1117620A Aluminum Fixed Window (ulllit 9 in proposal) and I TL-20-21077.4. their "Tau 3040 & light shade mon-whim- '"lute Rigid PVC Exterior Lxn-usious for I Notice of Acceptance No 19-0305.0 1 Issued to Kuraray America. Inc. for their > PGT n7620A Aluminum Fixed Window (unit 10 in proposal) dated 07,13 "20. all signed Windows and 11oors*'. expiring c., 02 04 21. ­Trosifoll 1-1tracleaj. Clear. and ( olor PX'B Glass Inteflavers­_ expuma on 07 08.24 M 0 and sealed by Idalmis Ortega. P.E. 11 Notice of Accepialice 'No 1"12'.02 issued to Euergi Feat-stration SoluTion. Us"A. Inc- for 2 Notice of Acceptance No, 17-0808.02 issued to Brij aray America, Itic. for their their ,,mies, ' -XI-hite Rigid PVC E7, rei ior Extruilious for Windows :and Doots". explru4z on "Sentry Glast K lear and NN100 Glass Interlavel S". expIrtng Lni 07 04`23 > C". CALCULATIONS 7' 02'2823 A Notice of Acceptance No 18-1106.10 issued roVision Extrusicras Lted for their ­Brown O 1- Anchor verification calculations and stiuctiral ana�,sts- complymg with FBC 12 Notice -of Acceptance No 20-020.`.03 1Ssued to Enefgi.Fentitration Solution- USA. Inc. for C oared (Paint(A o)- Laminated) White Rigid PVC Exterlior Exrrus�ns for Windows Edition (2020). dated 04,221,20. prepared by manufacturer- signed and sealed by their '-Bronze & light shade c:p coated White Rigid PVC Exteilor Fin-usious for ind Doon". e_%pirmg 1- cin .0 9 30 24 Anthony Lunn P-E Windows -uid Doorq­_ expiring o i 04 i 0' 215 4 Notice of AcceptanceNo 18-1106.11 issued toVision Emnisious 1-i"ted for their series Gluing c oiloes with ASTM E 1.100-04. -09, -12 an d -16. ­�T 1000 Tan 202 aud lightei shades, (Non -White') Rigid Cellular PVC Exterior D . QUALITY ASSUKkXCI F. S T A T F-'.% EEN T S =221 Extrusions for Windows and Doors". expiring on 1-120,211, NiLvai-Dade Depamnew of Regulatory and Economic -Resources (RER). I Statement letter of conforn=cc to FBC Edition (2020), dated 04 20. issued bv manufacturer. staned and stalul t , Anthony L-,.mn.\ Iffler. P _E F. STATE'NEENTS < E. '-NLATERL-IL CERTWICATIONS 2. Staterimmt letter of no financial interest and of tudepend "-lt- issued bv want acTuret. dated I StatemetlT letter of couf6mlance to FBC `1 Edition (2020y dated 021,0121. issued by I W 1. Notice of Acceptance No. 19-0305.0" issued to Kuj aray Ameiical. Inc. for their 04 18,210, signed and sealed by -A--.thony L-viln'N11iff. P.E uinufxttirer, signed and sealed by Anthony L-mn Miller. P E Cl) -Trosifols Ultraclear, PN-B Glass Inter layers expiring on Clear. and Coloi an y all 3. Prig ate Labeling Agreement dix. arnew bettween PGT. dated 03 Y, 15 d signed b I Prj,�,�aje T L) �1 2 iibehjig Apreement dated 03� 8;_1 'between PGT Industries. Inc. and CGI CZ 0'1TD&-24. involved parties. Windows and 6005 Inn.. signed by Dean K RuarL P.E.. V.P. Engineering. on behalf of co 2. Notice of Acceptance No. 17-08M02 issued to Kluxaray Amerka. Inc. for their Wth compailler, < -Sentn-Glast (Clear and White) Glass lnt#rlayfrs­� expu' M_g on OT04.223. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Lw3ited for their -bite 1. Thies NOA revises NOA# 17-0420.06 PVTx!CGI ) and updates to FBC 2020 C I Edition). G. OTBIR'--, "Brown Coated (Painted or Laminated) AN Rigid PVC Exterior Extrusions expiring 0421 .'21 1. Tlas NOA revises & renew 5 !0-04 29.05 i". LA w CGI). expiring 0414 '26 for N%`mdows and Doors". expiring on 09:30 24, 2. RER Test proposals449-1155 dated i 1 10 20 approved by Ishaq I Chanda- P 1E, expiring 2. The current assciciated PLA CGI file r-21-0205.01 expiring 04-14 OCZ 4. Notice of Acceptance No. 18-1106. 11 issued to Vluon Extruuons Linuted for their 04,14,21- Lij series ­17E 1000 Tau 202 and lighter shades (Non -NI -bite) Rigid Cellular PVC Exterior Extrusions for"'indows and Doori_'. expimw on 122iY21 < Cll "d, 1,4m(k I C-Banda. P.E. I;h;aq 1. Chaud,,3. P.E. 27 Lhaq 1. C"banda, P.E. Product Control Unit Sup#rri�or Product Controt Unit Sup#ni-or Product Control Unit super-vi-or NOA No. ZI-o'.04.03 NOA NO. :1-02,09.03 < NOA No. :I-j02fj1-'.03 Expiration Date: April 14.20.26 Expiration Date: April 14..'02 .6 _j Expiration Date: April 14,2026 Approval Date-, March :45.2 .0' .1 ApprovaiDato: March :F.2611 a- Approva I Date: March 25, 2021 E -S E -6 E -4 SHEET NO. 1 1 1 March 6, 2023 1 PA 1.4 I -Z �Mlq III!, Ilif 11 11 1- 11 1 I 1 1 11 W111-1- W-111111111fl . I W -7 CU C/) > C- MIAW MlAjNl;-DAI)E COUN I Y 0 C_ 0 PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, Ll C Cast -Crete USA, LLC (3) 0- 0 CL DEPARTMENT OF REGULATORS' AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roorn 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. Horida 33175 2474 1'(786)315-2590 1[-086�315-2�,99 NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTED NOTIC E OF AC( EPT,,kN( E,: EVIDENCE SUBNHT,rFD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • Cf) (15 NOTICE OF ACCEPTANCE NOA) Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDEK PREVIOUS APPROVAL #03-060i.04 3. EVIDENCE SUB.NIFITED UNDER PREVIOUS APPROVAL -9 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 IL (D 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0- _0 Seffner, Florida 33584 1. Drawing.;'Vo. 1,`D4612, titled "Pr Cast and Prestressed Lintel Details". sheet I o/ 1. I Drawing No PD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1. Dra-wing No. FD4612. titled "Precast and Prestressed Lintel Details". sheet I of C= 0 Lj_ prepared by Craig Parrino, P E. dated .March 24. 2003 and Dravviijl,-Yo. LT-1012, titled 1, prel)(41 ed bi: Crai- ParrinO. P P,*. daledMurch 24. 2003 and Dravving.,%o. - 1, dated 03/24/03 and Drawing No. LT461 titled "Casi-Crete 4 "� 6 12 0 CID 0 > SCOPE: "Cast -Crete 4 ". 6" &- 12 " Lintel'iqfe Load lable,;",sheets I through 3 of 3, prepared by I 1,1'4612, titled Yust-Crete 4''. 6" & 12 " Lintel Safe Load lables", sheets I Lintel Sqfe Load Tables", sheets I through 3 of 3, last revision dated 0&12114, all C/) .— _0 E (1) 0 L__ This NOA is being issued under the applicable rules and regulations govcniing the use of construction materials. Craig Parrino, RE- dated 11arc 124, ?003, Iasi revision 1 dated April."S. 2003 boils lhrolji�h 3 ol 3. prepared b , C'rai Parrino, P-E. dated.ktarch 2.4, 2003, last preptired, signed and sealed b.v Craig Parrino, A E., on 08119114. Cn 0_ The documentation submitted has been reviewed and accepted by Mianii-Dade County RER- Product Control . th-mvinKs signed and sealed by ( Paig� Parrino. 1). r revi.sion dated tfdrt h 11, 2008, all signed and sealed bli, Craig Parrino, P.E., on < Section to be used in Miami Dade County and other areas where allowed by the Authority flaving Jurisdiction B. TESTS 7 1h:irch 22, 201_�. B. TESTS C/) (Al-IJ). 1. Test report on flexural testing on 4 ", 6 '& 12 - Precast (,'oncreie Lintels Filled and 1. A"one. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 1_7nfilled,k/fodels, total qf(13/ co; rote linielspec titietis, per AST,11 E-520-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade County) and/or the AHJ in areas, other than Miami Dade County reserve the right to have Research Laboratori, Repori.,%'O. 30404zl, dated 0-T 1046. sijvned and N'o 0 w 1. Calculafionsfi)r Cast-Crele Lintels, doted 08119,,'2014. pqges 14-201 through 14 236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the C. CALCULATIONS prepared b i Craig Parrino, P. E.. signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immimmediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS \'one D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculaiiwis fi)r Cast -(:rote Lint Is. klaie(105,29,03, 20-purges, preporcelb.� Crtn.i, I 1w D. QUALITY ASSURANCE 1. �y ik-Dade-Dade Counry Department Of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. P irrino, 11 E_ sealeci Craig Parrato. P. E_ ( Bi-Miami-Dade Cowit-i- De"i partetit ol Permimn.i4. Enwronment, and Reguluior-j. .0fairs. 2. Cakulaiions 14 Cas(-Crete Lou, Is, dated 05.,'29'03, 140 pages, prepared hi, CCram1. ( E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino. 1"). E_ signed and sealva bv Craig Parrino. P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. None, DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL EIRTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, L Oualih, Svs/emillartmil-for Cast �, -'rele �,Icjchinc Made Precast Limeti rL'0,S1'd Ott MU I,' 1, F. OTHER 1. Letier ' from Cast -Crete U.1�4, Inc, duied 08,19/2014. signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002 `orporatie�n, fleeted F bruary 03, 201 5igned and sealed Cast-( *rcle ( e - Parrino, P.E., certi�ing compliance with the Florida Building (."ode. 2014 Edition. Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Casf-Crete Qualit) Si -stern 1l./Or Products dated 2002. hY Craig Parritio. P. E. certif0rig compliance ii ith the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Crag Parrino, P.E., on January 22. 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1, Drawing No. FD4612, titled .T. ecast wid Prestres.sed Lintel Details". slicer I of 1. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared kv Craig Parrino, P_ E"_ lated r1larch 24, 2003 and Drawing Ao. L 14612, idled 1. None. B. TESTS "Cast -Crete 4", 6" & 12" Lipaul, •a Load 7ahlc,�", sheets I through 3 of prepared .1e 1. Alone. County logo. Craig Porrinr,, P.E., riated March 74, 2003, laNi rew.,,ion dated Xforch 1, 200S. B. TESTS RENEWAL ofthis NOA shall be considered alter a renewal application has been filed and (here has been no C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None 1. Alone. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS L None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with I. h�yVfiatni-Dade Count)! Department o Regulator, and Economic Resources (RER). •f any section of this NOA shall be cause for termination arc removal of NOA. 1. N-one. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by D. QUALITY ASSURANCE 1. BvViaini-Dade Counry Department of Regidal0ri: Lind Economic Re.sourc es (RER). 1. None. the expiration date may be displayed in advertising literawre- If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building r ode Comp. liunce (.WiCe. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. Notle, L Compliance Leiter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete LISA Inc., dated 08/08`17, signed c4 sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and f 11 t E-5 as well as approval document mentioned above. ". —be Imy A. Makar, P.E., M.S. J, -�41ehW,7YX N1akar,P.E,M.S. ir z, A. Makar, P.E., M.S. The submitted documentation was reviewed by Helm A. Makar, P.E., M.S. Prod-uct Control Section Supervisor NOA No. 20-0630.15 Product Control Section Supervisor No. 20-0630.15 Product Control Section Supervisor NOA No. 2"630.15 PSMK)ADE Expiration Date: 09/11/2023 Expiration Date- 0911 l,'2023 NOA Expiration Date: 09111/2023 NOA No. 0-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/7-0/2020 Approval Date: 08/20/20-10 E I Approval Date: 08/20/2020 Approval Date: 08/20/2020 Pagel - E - 2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC JUL 2 21123 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTAN( E: EVIDENCE: S UIB M ITT E 1) 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 418-0424.04 9. NEW EVIDENCE SUBNlI,r'rFD Virtu j 1 Plans Rey'elv evi - ew Assist inc. A. DRAWINGS A. DRAWINGS 'a' compliance Ornpleted an� approy 1. None- 1. Alone. by Debra th the 2020 78C 7th Ei n B. TESTS B. TESTS nne 00 1. None. I None. C. CALCULATIONS C. CALCULATIONS (D 1. Alone. 1. None- 1). QUALITY ASSURANCE D. QUALITY ASS U RANCE 1. By Miann-Pade County Department of Regulatory and Economic Resources (RAR,). 1, Bv ,Miami -Dade Countt' Departme rt of Regulaiory and Economic Resources (RER) EE E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. L None- W F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition• issued h 1, Cast- F. OTHER f. Compliance Letter ivith the Fi wida Buildiniz Code. 20 17 Edition, issued b by Cast- c- - * co Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA. Inc., dated 08108.1 7. signed & sealed bY Craig Parrino, 11, F, 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter- with the Fi rida Building Code, 2020 Edition, issued bv Cast- Crete 11SInc'.,4. Indotted. led 06111.,0, signed sealed bY, Craig Parriml, P CZ 0 A. DRAWINGS 1. Drawing No, FD4612, titled 'Trecast and Prestressed Lintel Details ", sheet I o > 1, prepared by Craig Parrino, P.E.,, dated March 24, 2003 and Drawing No. LT4612, filled "Cast -Crete 4'", 6" & 12" Lintel &?Ie Load Tables"Isheels 1 0 < through 3 o1*3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated .June 12, 2014. all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS 0 1. None. L_ 0— C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. 13,y Miami -Dade County Department of Regulatoryand Economic Resources (RER). co E. MATERIAL CERTIFICATIONS < 1. None. F. OTHER 1. Article of Conversion for a name change. L Uj C_ C.Melmy A. Makar, P.E., M.S. 11eirriv A. Mak-ar, P.E., M.S. < ty Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630. 15 Expiration Date: 09/11/2023 Expiration Date: 0911 lf2023 < Approval Date: 08/20/2020 Approval Date: 08120/2020 __j E:-4 SHEET NO. March 6, 2023 PA 1,5 V i L T Ec0 1Ar�: - -- TILLiT TESTING A ENGINEERING COMPANY_ MIAs T'R!t A _ TTLLIT. X, P.E. tdtcMzW3.coln M PY. L1noMt �. r' 4 A,I,L__ .A, Iwftr� PRODUCT EVALUATIQgREPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panefs PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Prole; Uon Fruduas 4,Lr,. 4800 S.W. 51 Street Davie, Ftorda33314 I PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. Tillit, Jr-, P.E. (System ID # 1B06) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. This product is -wing issued an Evaluation Report as described herein, and has been verified for compliance in accordance with One 2020 Seventh Edition or the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a SullrSng Code change that may affect its limitations and �.,onditions 2_ EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT tP.F.Q.L Drawing No. 20-176. titled »20 GAGE GALVANIZED STEEL STORM PANEL", shF>:1+5 1 thru 26 of 26 prepared by Tiitecol Inc.: signed and sealed by 41tlatter A. Tillit Jr., P E.; dated 07/28/2020 This drawing is an integral part RAJ AIS Evaluaion Report. "" ER A I...... % �ti� ...... _... ,,,, �)CENy .Tip, � t 140 44161 e--�",:; * - tr * V Yi' . 6355 N.U'. 36th Savet, Suite 305, Miami, Florida 33166 - Phute: (305) i 71-1530 yp*,r�/{q�,ve'�[A �-3? 1 'NrrN n,11 t1"- -RtDm'clji,%ALUATISLB,F.R1. YSL t:{1n,2A.rir 2,2JEST REPORTS: Large missile impact and latigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static load'; ae, per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, inc , Reports ft 96-569 dated OW0911996, #96-570 dated 09/181199e, #96-T30 dated 09/2WIN6, all totes signed and sealed by Hector M k4witrla. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116;199£ and # 2126 dated 10/05/1998 witnassed by Gilbert Diamond, P.E and Report No 0219.01-39, dated March 4, 2009, signed and sealed by Edmundo Largaespada, RE, and Henry Hattem, P.E. Tensile tes(report No. 9CM-197 oy QC Metallurgical, Inc„ dated March 13, 2009, signed and sealed by Frank Grate, P.E 2 3. STRUCTURAL ENGIN_EE_R1KG_CALCSfLAnQNS: On 20 Gage Galvanizad Steel Storm Panel for maximum panel length vs. design wind load, as will as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Trlteco, inc. dated 11,103108 and 03/12I15, signed anti sealed by Walter A. Tilsit, Jr., P E. 3,_M=ILE_IMPAC:T RESiSTA CE: Large missile impact under section 1626 of the Florida Building Coda, as per TAS 201 Protocol 4. WIND LOADS RESISTANCE 20 Gage Gaivanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 16, 19. 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, t 1, 14, 15, 17, 16, 19, 20 25 and 26 o> 26, of Product Evaluabon Occutnent (P.E,D.), drawing No. 2D-176. 5 TNSTALLATQX: Installation shall be per`ormed sincliy in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Docunent (P.E,D,), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8. 14, 16 25 and 26 of 26 of Product Evaluation Document (P.E,D.), drawing No, 20-176 �``h� ClttA+Iur. ,/� ,,, ��T�',,�CEll,S'F ,,. (- Z d 167 t . A * :*a: _ ,.� 11 .m. STATE 0f 'I9z i ,c C°' .` a on ,1. cr'"E SSNQN A _', ,0V `Nil O3I IF LASE 4W ME LA51 Simi. OR PRECA57 CVNILRL E PANEL5 57 XtO _VWf,',V ar"1D 'i 11rlh NT9.'r M•Nr '. '{ At�: �.a, ea (Vi5L30JM-=siAxiE.,gALM%=_KM1L•gT0!l1LPN EXISTING MALL AHII,10AS akw,lL BE LONG ENCIKN TO hk,r3 114 VA. 5T9LKILITiE REAUNO S ,.1U1 PAvEtl.S ' ':'CRAP Rw.iL .r J T, 11'. kPIY- L`T r'ALLAAr-.% O'U:IttEh1 ,FED) "M5 Weil ItR,IWO ICA r'fA.PturTC! u, ANC"ORAGt SHALL aC AS MENTIONED M 61) ANO IN 621 .,.'eROA _L I':'„ •^( ,.i 17 "l C- T.,E nORRAA "III SING;ODE X-"T.EAMFrk-100 LIN."_`aFi_;.VIL'•M,111--- _`J.31 Jfr'ti_ C sILN T RMI PrA aE C AS 5£C'10'N CO C opE- E iTNO 1l4 ABR% -/a-. 1Aa,CON ANb.�, AS MATTLIFACrr13RED SY W 9ULDD K _ PILED S VIE 41 ii It F R A C MA9 SPEFC AS RCO,JMO 6'T TIE. ,PJRL RCPI WNi I SOaC WNEq THESE ° RS E{ IrSTALLEG fur: D THESE - la_1C 1 E I'AEF I ANC F 1< F� �P r !NC`Rrt_`IFe, P r NArlEW rL D AN`FLNA - L.JT: AN.! -ORS .e ww"xA . f. Er1 E1u3 ,, __ Ila�s K F- A n,0 IAAAPILIM (A,51)I ,AT 'ACTOR .. -,-1 r- '. rVRES%.AL11Y ✓k OR 9 DJ)' U5SH ASCE il Na'➢ 5'SIALJ, 11Ur TIS I ;GRCIrs PER N 5.5 OCS1Ux slaiE RATRNGS 66pIICA10El DM iNEE-t5 7 p11Af R Ta, 15. .e. RR +R 8D it - 7/La-...Ste' ANGOO-MN'IG. A`. &STRDVTEG Hy rel t'DINt Y PLO. eW%.T �A SIFECtA1-"1 'L IN OROEP 7C KART TK AW96 CONDITION, ULTNLAIF DESIGN MID LOADS UCIERIANX0 PEA A= 7-le L'; AT-WLl r34NEl1)Et1 „OIETAA11" INTO 11IM0 CR TAPCrN ARCNORS 54 U W 1 11/ ANC ! TCR ELCO CAW,JAMTE ,'W$ SNALL SE T`*S1 RFMCED TO A S D OILWA' MINT) LOADS ET` Ian.OPT YI G 9" aT 0.4 W ORDER 10 NINE, PaitaANL7 RAwl ,0 COIdARS THESE M/ vALA (A SO) OISNGN PWSSUW AATIAKT% AIDA7ATEC On SNEM 7 TVGW 1:. ,&, IS. Q& 19 N -ya •::; MPgr„M 1- r: %DED PDCiRAr!Oh Or LAC. SCREW. *.--3 T`$ WOOL FRAME U W' SItAy_T 9i , 12' Fri r,+FEAOEr IN ORDER TO WI IHAT AN>KA', KIN TlaT$ FED AS TEST_'t' VIERS NU', LTAN BIRCSSILO. A 3YE PN']rTA56 ea NI.CNARE PENCTNATIWN WIO o,UcGO :NAL 6 CONSIDERED AS FAR, C, T'E grok"PC, rNALAMt^ PENCr"Mo "WSS `OR 10010 LOADS WAS 10, VVIIh N, MEW NYLWSdS, rASTCRIERS SPAC,41 TO WOOD ,AS RUN "AYIWr'D PI ACCORCYNEE WIT), N'U5. 701e C') YNNaAM VOW CTISTAAWE Or LAC. S/-REM$, INTTJ W0I3'., %4ALL BA. As 1140<4tfD IN I'141S ORAWINc 57URN PAXII'S ALl0UTA4 FOB„ IMPACT AND *00 RrSMTAWI ' ,1A5 BEFIT 4ERVict: :N ACf E IWI+. SEC" =626 (Y THE ABOVE YQ/TIC.R-D TOrr AS PEN wLMW.AW ENGRTEFPI Q TESTRM: PNC REPORTS %-5LM, 94_570 t 96-r3O AND C it LRIIWNIM I'DICTRA'AR, CT r+000 9'41VOiG SNAL: FIE `i,-8- I'll' R-ZD SCRE-Vil- ,JSED s l4: Y I 1/2- ,6W, YNnWM FENES7RATUN TESIIWI LAS "i PC'in' S r2032 A 02126 . AS PROTOCOLS 'AS nI. TAS-202 AND TA5-JO) %H 0 ! Uc(AND I* C9t3T AI• YORYUY FOR MAL,5 W" W S'PXCu AS A45 AYERLCM, 1E:T CV sun= FLIJRNM REPORTja219O1 <09. AS PER TAS Y't. •A$ 20-AND,N I,As 20 M13 StMWAJ$15. r 1t G4DR E 11-Al DREGS? i:47NE. OR aE1.a5; CR. CDVTE PANL:a, STUCCO OR vot" &OARDS M r�sIA$D ON I"k--1 L 2 kt YWWIIw CriMlr.'O16 •O OE 9La33-T6 Y!C^ MID 7E71LPFTa 11JNLE$S yTiHE'RNN53 tWTTEDI SET' Sw(E". z MAIL, AlPaIORS SAY, Of LONE CNCMX,A to KXAA Tr•E MAIN '+r1A Tl BEH A -' J," 3A[ wV SLTCdi ANELG ANC1IoRACE 515AIL CIE Ag. MrM1OlE0 �'. C 1) L 7) H . ab L YL ALEMPTIIY 9*E7 NEW USFD A" :,--M*ES SNACL r ,4 1105- 1, YLOI. IV) AN:r.OI SAY_ W IN5rALLO rOLLtJWR.G ALL OF IRK NFC.4 ARNDAT,AY AND i E=FlctTNRI.S OF INL -._-L '% vwaa-A.«K-: . A ALL STEEL PEST='AA£L: SKILL I.} STlIWTE OUYm St-, ASr A- .! yW.`K `C LAv:LOY. G-6C STEEL C.ALVMe2ED aTEE, GESTrr_Ar.'TE71 R/IYr. Sa s .WI ,'RI.E))) a ".'it,, Wti N_W IRE NSTALLLE "Okit(k1T,�r f0ii-O NC, 'NSTAL.ATCW DE---_M Sl P 0. iMTWN 5 TwTr. , IC •S+$E{5 A ,AFTER HRCV. 6) r:+C_P, '4AI NEAFM, {Z 1 f}TJ 2I ,aGr N USED 5 ALL SC,^EWS O Of SIAPLF55 SIEEL 304 O11 '.)e. OM S-ETI CA 'PCQA kI h RCSIRRANi CliArED WisriN 01iEL Aar. 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Men • ( E T,Yr`+W s- _ a p I ,� I C V �� • 1: •7 ? r t 4 I $T31a 9Ao -x,Sr, t ') 11P[i, iL I I 17 . i •4 � I '] In' ac EErT,Wa t'O1.Ar„(T f L, � . � ruslN+G oOURFo r e -', r I z 'rr Pc I _ wR . nr OR T " I CONGA M ,YL s w "r..n. 1- . a,-- - OFK:AF I r' I I u ,2 ,„ 2P0 Al9 - . .L:.r . ',x rt. UST �' .....-Ia.. L.-_9 I r_ AD �Ncrl EY.ra s f _A.. I� RECkJAVID aLDr. , - R'S' rY I I ��i2 `.-*F AS9' , OS6TM4 I D' « I' -L_ 4 (/ Y- - W-OUTAfa 3T4... r,,. cPErirNl i- - // 10AR1AW1 AWO C I Lit __ ayy l,iTs r•� .e- IJI `NIA ISR - } a.)/f] A.IR 4l'AP: RHTS N.0 Wi-S {,/ ) GbuCAITC AW.'3RYi --T p. - 1� .11 �, t?rd/' .I, d i '�5'A9YY W W/ SILO t41). MA=JAix LVr2Ic." I11A a ��"'� I I LE CA,� tY.m e a OL c':"IM f .1"I Ift OI Ni"t (Sit SC+1t1DIAL oV WCM a rl- Lr e) MRI-5 a 7�AT,I a'I IsliEt a 1 Ii . RI vas • A' aC 9KETs a 'W OLA:I, 6) WALL ,yyQttN. IN CEILtI A ) QQR MOIINTIN i mG 81.I�PAiE BUILD QUI-MOUNTING SF CTIOIN 1 3 II PA-.3 CMN 4 . PGIE 3/8--l' Sb1E 3/e.1- SCALE 3,,e-,• _-e. 1,­­ - - i I I A E.0 . EDra DISTANCE I ;_'5 ISEE SCNEDULt GMx -- OL e I iI SE/EETS a dr. 9) V OLAR{ I I i 4 -. I E f ' ! I 4',=A 11141i_r:13 N � r' "T19rt5 ;4t1:'F' I ei'u me • II 41 l .- ((17 ',(a' o�c TOP ar BDTrGQ MOUNirA♦G CAN BL CwI I d. "'".� A l`ry rNNN1aTpNrA COMBIN€rO IN AN, WAl- TO SI,:T ANY - - AEI .. I .. , l /;''4 N5T/ EAiOt II -- -% FLORIDA aU1LDING CODE (High Velocity Hvrrlcan€ 2one)I - -]. _ D � �TNCR'E- exim a=Eca w. `k: Z I _ TCiM"E AN"rm a A 10 GAGE STEEL STORM PANE L aaEDJRE N . YwF'TAAS ON ..IF` V., a 1`11 .-1. a) ��'o� rATE �-_. -,F-=a_.-__ ,, F CR1D; --,",, lHft•WT�a . ��E C � INc. `N' , \ 'GLOBAL PROTECTION PRODUCTS. U.C. .e00 :. 3, r.ArE r WWe. It 3431♦ �'�rE'o" a--.ae ~IiA 20=1?6 1Y4 rCLr �+''-`-I,r C�40, AJ+ A, . NN Awn N - --- •� A• W i.Wlh C,..lyp, w,aw_ #W;tANN-1a.a 1. t6s.,IeA-e7a �.-_'.���'..__ w ,_,.,.,...�.�,-- ,.N»w'r AM 5CN,E. 7,'B-I' IIrN7 ."r®" TIL ,NCR',9 • WAW„ N, _ _ EW. IUCIT-N�AL,UALQEAL.Piri2'1''4:0-2 -CMM b-kTERTA_L_C_HAR,A_CTE"1 TICS AND SPECIFIICATI+ONS Shat be strictly in accordance with General Notes and Components indicated on she, i 1, 2 and 22 of 26. of Product Evaluation Document (P E 0.), drawing No.20-176. Anchor spec fications shall be as indlcaleci on sheets 1, 7 and 21 of 26, E, Product Evaluation Document (P.E,D.). drawing No, 20-176. 7. LA41TATiO.NS AND COMtTIQN$_QF USE., 7_t, ,hall be strictly m Compliance with General Notes No 1. 8 thru 14. indicated on street 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sleet 21 of 26 of Product Evaluation Document (P E D.), drawing No. 20.176 prep,ued by Tilieco. 1w . and signed and sealed by Walter A Tillit, Jr, P.E. 7,2. 'roduct may be installed within HIGH VELOCITY HURRICANE ZONES as dotin:.;d on section 1620.2 of the Ronda Building Code. 'roduct shall only be installed Into pcured concrete, concrete block, and waot frame structures. Prou !ct Evaluation Report prepared by Walter A TOO Jr., P.E. (Florida License No .- 4167), President of Titteco, Inc. (Florida CA-0006719). L,"'11 N I.Nt.I....//Ai -,"F ..litUTa,a 0 a ul' 441b7 a - * Tk : Tor c -� S'.ATE Or �: :Sv c LOAIp.: x,urE ` °,r F,�.%;�,4 Ali a' �sNr WAT-L. D. Tll -'ECO A0vAON RECORZ8'I P.E. REPORT ;0 I G6".IP.AL, Plata TLC:TION FRODL,CJ S, LLC , 20 GAGE G,4VA'.,IZED 5TELL Sr CRIO PANEL` 0AW0A AAr6 I Re®ORT 823-772Wl Z. T, �_l F_� T77 °rlE,t.r1r. `rmit`Iov: G Illl1,iiL- r,Il!E-t'ttt10 COMPANY .-: :l i l4<', ( it, I i. -• p//��(i ter_ �• /� � AT ��+ {��� - :�.• , ,.., - L ��Ra�t)�:. R G�'IAL Ss°1�I�1N 1V:.�S{U rl l r ­. n tc 1 I— 41: „ REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Partels PRODUCT NAME24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: G19ba1 ProtectioTir PrivIductsI_LLC 4800 S,W. 51 Street Davie, Florida 33314 11, PURPOSE OFF-VALUA IOR; This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. 'System ID # IK6) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation This product is being issued an Evaluation Report as described herein„ and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify- that the product is for the purpose intended at lean equivalent to that required by the Code This Product Evaluation Report shall be subject to review and revision in case of a Building Gode change that may affect Its limitations and conditions 2., EVIDENCE W0MiTTTTTMD; 2.1. PRODUCT EErA_LSJATMPQCUMgNT LP.E.D.':: Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sneels 1 thru 18 of 18 prepared L,y Tilteco, Inc,; signed and sealed by Waller A. Tillit. Jr„ P.E.; dated 07/2712020. This drawing Is an inte9k*l,`p-r#,',oi,Sris Evaluation Report `\SCE h /LC/j'"a l x- -fir.-IIA167 - '' * Nr 5 ATE OF . r' 3,�FIII F ."IOR0,,--,as 6155 IN W. 36th Street, Sure 305, hfian-ii. Florida 33166 - PhoDc- (305) 871143�4Sj�AC j gy�1-1531 COM- PQ IN.!$ FOR BI-GULAR & LIFE SAFETY STORCM PANELS . I . x 79 -. .. a ,MILL MOT - _ 5 •96' ITUT,A- 0"10,41 _ - - 12500' FTtFEC AJE eM11) - _ E ' - 62x' _ a- s^ o' - y SD _ r � G!6' ail i7lll4 3SO' t i W 'X •.:. _- _. - NCO ,�..t-. ,n.r {I - V � A I 1t A /o"- v., ,,,,% �' C ,NLMY__ 2,50 I I" - Sk Ar CRAN Sc WINNALP4,/ "EAVIAT 265r' r r. vzN17[D ram•. _. .. - : 6. c-W C.(Lt' - ECCE 2 )aD rr: -. L - A-1Y A-651 ': 50 anMUv \ - 0rTM4 A ' :.:_Gc' . y , « rvr- r ...e,-j OET/a * , ',�Tb, A -..W 4kv ,..I.. VV - [ R[TML A ,dT j' E6 E - - 1-' STOTM-PANEL CfA EilF. STORM_PAAL - - 1r.IAr° - _. , , , II: __ _- � . _ i. `- r ..t.... • I .,pee_ _ I z I ' ISQMETRI.0YIEW DETAIL A I _ 2oDo "--I- I ROLiNZI = E:ORNEP O Nu'i OF PAAEL S €L"i _ `.e Lir' Ai NESML#'?` E7;IC 2:_ftEt �• �J cp Ct,_ y1EARE:R (A, ,�!! Ic' 4 C15[�. 4A J, 1, IyN T c ,� kkr�, J, A,, ' I� W C]L'.Iirls.i.,..-Sl�llt,._.aLIk.S@N!.. 4e' AttssLE._ylllH (Ta T 5i -i .. -- RtMv,E St (� •RCS er K I .., A "1. A ]..- i , a 1 4117"Torn'; � _� I �.,-`- _ - - 95" - �_/ KEY HOLE WASHER 3 tA,' i w - rnA. ' _. r,A, sTANl1., smv, it 1 I . 'T+I' :os. !lid _- (- eI_-. `<aJ,-A " $ tlL�,,I • > . (a z:X2:X1.ILA, At JM1N_QM_AN_QU ,xrFRNA`Itl. :C,L PAC N,,T W/CUT W^,N( "-+ _5'•LA r AIYn7 k 7 ,A;_", VAaCA - A0 L!Ss ___ _ rill: ;r.. . - - __ CSp- _ naE.- . I =, J1.- Sc-. 1"' 2"C' 6", 5.v- li Iw._I N , - I., : [�- -r 1 I SE:' 4!. a, __ IF-, ' _- i - tab' ba). 1 E : -a I ECG' .. - - nv L - 6-; .'F' TRAGIC ANQLE i6/;1 ,3`0" Nr' mAcK 7' FAA PtJ1TEo �i_Q 1 '�P"a rti""4., ND 4»1fi7 "-"" ''1d"' ... _ * * . * z -4 - - .-µ,.-., FLOZDA BUILDING CODE (High V.,... t liurr1-- Zo. �A,- S DATE D. •rxel' L"E"I °`'_ - A-::�4+,?I LYANIZEb STfCL STORM PANE t e_ KEY HOLE Ohl - r\? r - - I -r (0 _ 57jm/: PT_a_AREL Js ,4, 4 . � _ /Ia /� l;LosAt- PROTECTION PROD(;cTs. LLD.i wA IIN .y i F,.,, .^ - : Tl I I t'R C 0 filli=d.P M TI "LI , a '12-N �� '�, ✓, , LLJr cNaRRC r ' i w , ram. n, 334I. 20- t 76 nn . E ___- '- �' 'JbW.0 4. F C. 1.E4.'S'4.V'f,Pi.-,aS ... ��II�61,A __ - Nrluxr A Fitrt Ir it _ -__. its -- . INS TA"ATt DETAIL�_r 3R R><GUI AR P_AN<LS_`, 1 _A--tA CL0% A "1 .LS FOR $TA1I.ATl0N IN PC7UREII CAtJCREi� 1 !NTO EXISTING POURED CONCRETLO_R CQNCRET_E BLOCK STRUCTURES OR -WM A ,.-1h `1A ,a.R 11 NINE .: ,t•..9 5, . VAUQ�REGULAR LIFE SAFLiY A P-f, 7. _..17,.Aft_ SY_MM "WiwATF R:>= M cl W_ram°- c _I[ A.1-0R; i it rF'M./d''� r"7,E,'r. 'M7: 9Cr'rala GMT SAM a t S,I Istir EvKzAC ,TA --\ II I P X .. i. f 4 Iµ � , ' ----� ..4 , 'L - C. <r.r =a Pax, • _4 +, ' `jA t-Wi I wA I g ,IN { . ',2 •-.3 - L _/r I 1 4I , LX25TM naxars I CONrl ".R (1R L I - w. ..., 3 s VII I i 4 '�t) CIGUl" l• aLC'fx: 9 I. I _ ,Ar ,.N .N, _ Imo-, i5 REOURTirr. r t( `• r" - .J I I , 1 + `,� m �. e I C 1 t11� 16 1F1i6f LL111 r1 1 7A !4": «.� -:_Nr T:If-' a ... Wli $ I V abIWG Y,317'PR, Y A 7 rn_ .rx ..IAA I .NA, a - x : Y 1 r. - 9L• J .I T 9 W r T 1u-_. O• ' J r' --ems F <, ,,. I yraCtB,u 1 Gi , ',;q WN Mrs T 'P:41 � - 1,1 141 -7 y ""L�' I` I t. , �'II I I pt- 1 y P T 5 :, , 1 I i J i Y Y . .N- _ H. 4e llsw:l .m^ :w"Iw ,..� _ r .--. ,r s +r i I 1. t ,T.{�i 11 J q._ " - t, G11Tr PYARtt� T L' - -C - COW, 1 ce 4A `1- I i �� C IPLAF ) I „ow T Qua : I , d w ., EXSIIA: -DUNG 1 i SIALE a CASE D (PLAN) I ..,_ CCNNCRU E OR - A - S:ALE 6 ' • CONEAM ROIY r-R REDtnREB I i T Td... - , ' - V} T a N ' r "4""�„rg v,mll�. r,I„zF.n`.'> N "Col "A NELNA•E R E W! ,0 • ASEIWII - .GNEA I ANC.f1" _ ; V., ,..re . - .:,,.,� n `. CM Ca ,W GAP - - 3IO.T .E ISLE �.Ar � I *Ens e R III 1 F S,-Uls. a .. "L.", C I __ , ' Who- 1420L1lQ-1Q. .1 BUI�UT t, OUNTYtti UIc.G I.f tE ._3L -0 $T11)tt. _7 rs - r' w :".-.a , A.-.,.n..+a. IN1p.'a� wr,ln.--- I_ 1 " 1.'»r0 EDGE n.'S r C - ✓A +u" - - N �-- E D � EDGE 061A7 "' rw. aA I>W •...: E,fILINpN-' T!»'.A�JkwE rueE DR ,• n -.� / CASE F (,PLAN) r , ,.. ',ARIES L T I I I wOtL r.J-' .{ 1NPT.'T our SEr !1DAi5 / .._„ ._./�f - 1 _ STING III„ P4 'fP51')I.! PATE yPAF.R - A✓OO EPNTEI 3 e NrW '• WIDE VARIES 1 A' h LNt 4rVD- (W P , I OIX) PLAT a.�la;z I I BTa,xO IRACN Tr¢ ,F ai 1VAI UL NT.,Gi ram" ?E tr Nicer j i I COY A.EC 11 AN, WA L 5JN- tpNY CASE E (PLANT let sc"E,%,,e 0.- r - X I -ST _.,.•ION S"f 1/16-,' I i _ � 1T16TTa 9 71YNAR5T a� ; I _ + 7C1 LL ,,, i / +- I ,� -ram, - ( �_ Al.� 0). !�1 _` I ----- - --611 "IS 1INC POI 1 _�_____ -LG.CAUTE OR - '/ '?DINCREIE BLC� �+ sleP� . A a, • u PF IR tl ] a GAA L^''» - .,,I, Ace ,o Z ie .:.L o. -NEA AN L,A rN.cr-a ,In - yl a x' f>IO E, L -'../i i - FLORIDA BUILDING CODE (Milli V.1.61y Hvrticana Ze-:.±' -. 4�1SIJ = i ,. r r. .D GM:f GALVANIZED STEEL STOiY PANE; I�I� P, f- 6 �` t *: - '-- �) �,- _._..__. ___-.__-._- �: m `"`' ' " - Tom± �-`-. .. •TE rav39 GLOBAL PROTECTION PRODUCTS, I.I.C. DETAIL f�R SFACERS._RE(ciI1RE0 isT TOP_ 4R A�� �J� CCTT''11/,II rr�,pp�1 /j�yy//',,/r'�Lrr�, �� 6QTT_W __MACKS-_iADJACE t 431._.1.Y,_.. v7LY]N3S3EF-t'l.)LVJ.L_M � 5 sue•. '• G F+ s - J 0� ter: r flIDA �3/'7�z�. L E C O ENc 11 t`wr rC:TRw a /x-I 1 cowANi . r Ir JM vr'»» n v» - »IOLa MJT w_x v 5'. I17AT aNer rL " ( I -1? N. 20 6 ML A99.7Aa' Tbri M (�'3em A a a g - .a l+vw:,.WN-+M*I 4 atloll:a'a. wr w . �iI' W :+.r.Alc rr ) .. - wW .1 .�_ li_ I .,.. _ .,. -_� ._ -_ I Asti �M v - _ - - -_ - - , ..' . PRo13L'C1 ET ALLAr ONi.e po00RTLVQ_1U&732ui z 2A2. TEST REPQRTS.: Large missile impact load tests were performed under SSTD 12-D9 standard as per section 1609.1.2 of the Florida Building Code Uniform static loads as per Section 1709-8.3, per ASTM E-330 Test reports prepared by American Testing Lab of South Fbrida, Report # 0814,0'-Ol dated 0301J02 witnessed by William R. Manner. P.E-, Soriz Moruz, P.E, and Henry Hattem, P.E. and Report No. 0219,01-09, dated February 25, 2009, signed and sealec by Edrrundo Largaespada, P.E. and Henry Hattem, P E Large missile impact and cyclic toadinEis per Protocols TAS 201 & 203 as per sectlGn' 609.1.2 of the Florida ' Building Code. Test Report prepared by American Testing Lab of South Florida, Reporl No 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No 9CM-198 by QC Metallurgical, Inc, dated March 13, 2009, signed and sealed by Frank Grate. P.E, as per ASTM E-8 and Tensile Test as per QC Mela4urgical Report No. 1 QKM-1318, dated December 1 2010 signed and seabed by Jerry Jacinfano, P.E. as per ASTM E-8. 2.3, SMCTUR.AL ENG►NEERIN(o CALCULAIIONS; On 24 Gage Galvaruzrid Steel Storm Panel for maximum panel length vs design wind toad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis. and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18110 and 08i27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3,_MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Flonda Building Code, as per SSTD 12-99 Standard and TAS 201, 4,_VWNQm L,0AAQS_RESI6_TANC9; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind Pressures. Maximum panel length shall bo as indicated on sheets 3. 9. 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D,), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, r4 10, 1 1, 13 thru 16 and 18 of 16. of Product Eveluatior• Document (P E.D.), drawing No. 20-176, 24 Gage Galvanized Steel Storm Parcel has Won verltied for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard •�"`.� k3ArIN6 %, --4r,, �167 > jTr ,j * 3 STATE 0� (.fir y 0,/, . Ft 0 ti1lD \air,*`. �,,�F '•.,.. N ri..s1OrYAt. ��10%" A11OX IEF,PQK rAO. 211-4727.02 I S._I-NISTAU AD014% Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 1 B. of Product Evaluation Document (P.E-D.), drawing No- 20-175. 6. AEERIALCATERMTIeS-AND SP-E+tFICATINS; ShallbY accordance and Components indicates on sheet I and 2 of 18, of Product Evaluation Document (P.E.D ), drawing No. 20.175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7-. LAINITAT ONSI4NC� NDITIQNS f}F-UW 7, 1. Shall be strictly in compliarroe with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175 prepared by Tilteco• inc. and signed and sealed by Walter A. Tillit, Jr P E 7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 Of the Florida BuikiiryJ Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures, Product Evaluation Report prepared by Walter A. Tilltt, Jr., P.E. (Florida License No. 44167), President of TiReco. Inc. (Florida CA-0006719). w``-,.,.,.1,.`/ - . __ _ *...`' \CENSF �� 1 -.P.: - - � ,_ (1', T(41L7 - ,7 A`%e* _ Tt : it WAT,L.I - R - O'r 11, DECO ADEAON RECORDS 1 a E. REPORT,20 L OLT BAL PROF, C-: *, N P(tOp C'[5, LWkZ CQX,14kFD577FL37ORM PANELtDRWr,020 r761 REP`DRT42"g27�-O,l,'.. �(fj Fit'pA �«<t44,___� 1l"*',""8IOtd1,L �. ','. wNr rJA4MNNI1/N1IHs 1/4, 2/4. 3/4. 4/4, 5/5, 7/5, Iw/10, 2W/10, 3W/10, 4w/10, �-'M►6/S 4 F*5W/10, 6W/11 b 7W/1) 3, NAA III clORS, t07, CONCRETE SEC SCNECKKE ON 411FrS a A 9 3• No 1. ill"-_ - _ -- ,DR WOOD SEE SECTIONS ON! SHEER to • 1. -'-1' Mal - O O O O D.M.. 2 3. } ., _ _-._T_�__7___1__, _�__ _._D__t_ __.__ A ! V I , I .�j&® � I I ' I r, k I ED - . . - A�- - - 1 ], . I III i [ "I • r - - - - ` `UN90L1EU PANEu aDLTEO TTANUS W/ /{P 2D.; (SEE SECTaDNi k' 5.5. MS. BOL7 W/ 7/e- . O/_2• I -I APFLr;_A9U 1 MN11NLlR M O EA CWER:,J . I � (SCE 'SLCTIONS AS AIPPLK ABtE) [, . It I Ea I I I I 0. III 49. J., 4 _ .I i - - - j I. WIN 1/ 4. 2/4, 3/4, 4/'4. 5/5. 7/5, 3- MR, TW/10, 2W/10, 3W/10, 4101/10, 6/5 5W/I0, 6W/I1 a 7W/II 0AJCrDR5 roll. C11N(4m SEE SCHEDULE ON 9*US e A 9 r'L*R WCOC, S;EL SEC'TK*d ON WkEFs TON II - C.�1 4iP_NORM PANELS A , do A ELEVATION , X. • u ^ CA- (M e7' (AMA ,10MAF .1 MaLI VOLLn-, I 111y __- .F - _ . ,mNuw, --__ // y j ,AAA W( ,. ,;. P... , uT S I A1 ', { 1 ry�P... EN ✓'9 't r 'a I A e A 6 L'T'ELO. S : rla a4t67 SECTION A -A * . * '`_ L ��_ NT<_ Ey. .ATE '� IL ECUINc 0Ai -.9 I TaJM 4Ee'91R 9 Gf1111 �' I•A'. .. awn AWI WYw.I r11IPa n '�i � • _ +.A.. J»7 n .,1W, Nw Gall -, „It - Pl- IIA,.,,'1pLL'Lwl/Mn wcrVl A TL,. --- - - _ I,fu r. . -. rA, IN TALLAT N EEAIL FQE_ REGULAR PANE _-S j r� I INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTU"RE_S FLORIDA BUILDING_ CODE (Nigh Vid-lit, Hurricane I._.onii 20 GAGE GALVANIZED STEEL STGRM PAWL 11 __ -.- 9. GLOBAL PROTECTION PROOUCTSN LLC.• a /Ierlol9 Orr .coo S. 6, sncn o,A* IL =,. - PO-'!7B a NIA W sea 4.6„Alt IaaI.11M-A:9Y TL nAAs - - - - OWa-1 z# Te �rYC//URED COIaCRCTE M L'I,.a id lr POURED COWI4 TE - .._• rOR u'GOO $Er '51FctKNS Gr65w[r" 12 - _ -LIP CON.*m BLDCA - DR e0N''Rf�I P:cc Gia CrX >E FnLtgCx 3. W. 2 9T' 5. 'Yes_. RE-D(NRCD RELeARIL PA AL L` LRINC SC4 ALT O3 CANCAC7C AIIDNOAS L-3@L: Awv4R3 lo,� TYN OW.Ail' .1 I j VrrJt } NIA, 3. A am W12 1Gf tSCr SUCIIAf G,r - fsa sc.rwu ON W a'e190-1 04 D.Y. JIO 1a4'ir LEFT 9) WIN-9) 5*EET 95 _ �� --- I -I - . * 0 7 a 'a h . . , 1 I I - - 1 tj I 1 tI I I I it � I' I I : ! I I I OE ' f L r. E T. i( I 1 i MAX 1. ~ - - __ - - - i. I I . 1 +I71 fr Ss RR(5 r i I je-.. 3 c 5 - ,A, R[o✓w"L- Lt. eNr. ,rltT • raTR1 n,xaAND' 0 z 1 "" ( ' T -IAI � aFtkJlr A . I u • I ALINC- -L� I ; ¢¢ a^ as v rr 1I N y� � _ r w� I7 I saz �i i,/..-eat. •yam. i,/.•. _ay,. I. x L -x : - - I I l e ��..., ` I { ` I'/srsA q,., I - O jr''- ''- I I 9 I i YAIr -. 5 - F I"N" 61 ""' I * IANC .EJT 9 £ADIr fie ' I •i IN.-F 1 I 1 I I °i I 3iR x Y ' I r o J. I _ I T - 1 x ' -__1 - _.._.L. t -- I . I 1 b ` � i I J� �'' -- TA- 1 �T _I ry 5tiA Aa, 14:VIAt16V , Y<. .a..-' - %. % mA. 1 '`air+ OF •,3'-aw. D.Y.. 9A "te&m I. 0,r: E wt l a' 7 DF ti` �' - • Yn AAR - ' I YA7 I _ AND -Oft F,• CI?NCASET SEE oDRS ON ON 12 9 ? FOR WOOD SCE AiCT,01E5 pY sliT-1 17 E n 16 37 LD L'= ( RE U AR STORM PANEL, �: dE �j1Al ELEVATION _ L)l J.- tit I+fr/�t.-E -` 'I_t_=_L• i 1 1/4' LYeI. GK"' I T Soo.1 , 2 67' W. I _ T _ , OISA.NP -1 IW/DLI 'OLLETT I y .1/l. I T:.'F20.3/{- E.S BOLL _�_..v I (W ,�/A-,( ,�'`�, 4if 2 I /7 /32" '1awG w4T , __" \_JI' $" - O 12 /7' O C LAINL-Prig, Nw:++)R5 `,,, _ f!'\. / o - Asti SCICINXE ail ( DIfSTW Aa scli iIAGGCRFu iut SOYA"[ till SKIT, R) • W.r GAP I_ Yr S, - .) (s£E SLrEDTAt ON s.cr 01 SECTION ,A -A (Ta.) sIs-L' a) NIOI9CT £aNclTtTc 0A P�yID�y�RED :'0IN:0, OR CaIR'1¢1E nob„ /•_ [ ONCRFn GR V,A9. RED'.' QV.'w ftfa O SE•A,r I/77"w l' a t b PUG^ r TT. .;A e201, wr' DIRECT hf40 wAL 111MUNTING DIRECT MOUNTING DIRECT-►40uNTING I A IIQ(y INSTALLATION I SEO0ii_1 SECTION 9 SECTION 10 I _c.1 5•'e.. - SICAIL 3,1 -1' �. E. ;Sj7' 1,,.. E.D. - EDGE OfSTANCE KrC FOR CDA WTIQ1i DF 5F.. S ON T A AN (SCE SCNEC'U-E OP k BOTTOM MCYJNr 6C5 C si , Y 4 M N IN ANY MIA i R N 5 a 0 5U 1j SHEET 9) CO EO E I INSTALLATION 11 � -... -..-. . : y>• \GEIdS •'• IQ - FLORIDA BUILDING CODE (Nigh Veiaeity HwrHcaly Zone 20 CAGE GALV UIIZCD STEEL STORM ? 1. ANC fJD 44t67 '.'�_ _�,-'-- ,- _,.r """Plots •y. FATE - ' GLOBAL PROTECTION PRODUCTS, LLC.I ux D* -2 P-� E �P V INC �1 "M s 5 SINOT j - %Gr'' Rl0 "U Tana a uto ca,P.NY 9AAL n 33J,. �; 7,R w. tk lIs' 9+ma ., nu wIo[ (n.NIY•2sa. r.W (a.T6eI-s79r 20-176 __i �� i a e 'T - rN uAa « "1'-" a.1 A u .1 +.5 w I 1}NIIP,a.^ MCAI.irR A PLLF .P. i ! I 1'aYA '.vs ?n . -r--A Ell CD U) C6 Ell i U _0 L__ Q N � O CQ 0 ^O I..L � j .-Er�tt• .0 CZ -1 CV _l:/j AV (.n (3) ­0 U -0 _0 C o 2 .= O Q 2 0O O LL_ - Cz � 1.+. C:).�L) Cz -o � O Cn () i CDL r- Cn Cz ® � 0. .- CO E z z W J JUG. 2 1 2023 Virt I Review Assist, Inc. Plans Revi w completed and app oved complianc with the 2020 FBC 7t Editooi by Dela Anne Klahr PX2300 W -6 L{(^' )) W ( ) > Cn c- 0. (3) 1 0 Z3 0110 0 e L_ ai U(3.) IN U) L. W LJ Q z Z _J ( LL SHEET NO. SH 1.0 k'DNA-. 412J nut 11i.£Aiai£4`T3AJRG:2Sa sB7i:VNTu14L•."Ata•2�GF.'L&V A MI%N V.,,-I➢w IONtAl - A WIVIIITQ_QR� MQ�)t�T(N� - - Z, III *l� -I . - . �KTA.4 A-HON � . � ­ --Egg Ii A, III "V1_1C,R HIrt, � In, ,t, G I- - ":. 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'.11" - REVERSED 'h' RAa � PAINEL'S END up . � . - I . - 50- A/ MCIAWED EVA , ,, ' . I . - .�, . A..Av. - .Do* I � . � 1 -4 %morr, . I'll I Ol I I _P 11 : j -W, I I I, I 11 C10C, I iI ROUNDED �0014LFR 0 ENDS OF PW-L'S \ 1� I END UP yl�' MrAUREET FDOE i _n, , T ��' I I CC,) (�) *J- TRACK05 Eikt�",_W .P ­ ­ - _- - .6061-76 Auu. ALLOY . - - - ""' ti7kA7 11 Ii . I �I ow I*, � . . vv­ � 15�T- 1 � - I- .1 . - \� ENS -r /� �� , . 1. \,,D S I ­_._1_ - : r I No. 44167 ,I = � . - � It AT � I - I - - If r---- 1 1W - j "J'L � ]"AT OF -:q, x - � '-O,' � . _W - �-�.f ORIDI�"_i*_ _____"i I � _� " V:I � .A� �ii�i,�� '�) '11.,11�91 � .- . 1, STOP BAR ., II' LONG I I.A.I.I.I. V__,��_.:, SO&5--`IA_ Mum. ALLCIY f C --- ___ - I .4 SKAL,JC.ATTLATE/C.R _25 � I I i i i 2 CWr ' I I I i .i._ - =_= . 121" I - $' ", - (_ 5 ,�) n "(#AGA.) ALUM, AN�__' I'll: IIIIII, ,�, 1 20 GAGE GALVANIZED STEEL STORM PANEL 1; ­�� Al Ti-LFE C -0. __ _____ __­_ I ,L Is OBAL PROTECTION PRODUCI , LL%,. . 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I I I . . - � I � � I, III- r4*55 I v "'STRA, � � ,� r`I1iAf1_I t 11" Eif'v­ .l I- iF C�s I . i � 1­,I�� I i - _V-1 � l W. - . I ,� 6 ; � 0 L . '� � i ,iI L � I � � iln� i , I , � I , ; {, 11� I m � I I" , Na,- Is I I R, - v ler. , jt� !� i '' -i i ­ .. I I � TUt. 7 s AA - , I I � I - .- . I , T_ ! � � I I � . I I � ! . � I- 1 1 : I r I, AT 11 i 1 1 tv. i I I I I f 7 c. I q � ; . 4 - - * i _-L __ I C '_ _--_- � .. _ I I _ 7 . I ---- -1 ", z ,-- - ­ - - I ��__ - t- I I/ F - i/.-­m*3/.-5s .s ieJ I r - � ��`1.3�.,s.s . S A. , _-, .11 -1 __ I , � . ,,a'#, 3/32, RANG N,r WAS'" I ".tT..1"'m� wr4s .jl RAS'Ll lja-. � j/3;- . ,4c. I" IT ?,'ar, . 1, !." . .v,L re " ,.,2. I,E t., tt Als-KI, 4 12 ill 2' (I 1% i� -NUT WA5Iil�R (BE' I .- «.AFOCN ARLC,40"Rs , 4, 'Apc *Ny:mcI7 '-' TkProl AALr�F% "N , _X�xl IT A r/.7, In � a A t/l' n � a 4 /71 I�l . (S1AAIGCFLO w/ S-,& (,"Nlrmiio w/ '.:LBO; At 4 1/2- ,c POURED CONCRETE ;011P`[a :­�TASTE PO ccPAT'lim- �111"Aro cow_�iim a- t�oqr`NFTE BLOCK R CONIRM, BLOCK cAL*(Vkowjct BL*�-. _OF COAKA'm PTCAz- 41im1i'm , , "" PECA'AfT AEwAtn WALL MQVNTKG IN$j&jATJQhj KA... Vi"'i '!""7L_ N�51ALINAILQN bWALLATION I - - WALLAQAI!�182_2L��� SEQQH - , � , - . SECTION 4A 5.CQj1Ot�__4,a t RE9VLAR EMLL 9 - LJ: -E. - -,-,,--; - L__PAN_'1i 0, -ru"La-I 2AUL 9=LIFE -SAFETY PANEL VA 4/6._,- S'�r 3/,I­ - s­ ­-. , _CA-1 3/e".1, SET 9,Er TO A, 20 FOR AN -HIPS "ITT AT A."m ?,in ,AN,. I SINZ.Q rm 'ro-c-01a .-TV "O I _ .. I ITIAME BULONS. - 1.1" A m!Cmi_�-)___L__ AWFOR SIACTNT& .14 ODCE DISTANCE ARC .Vqltm OR n4 - ..;;A-- ­.i;" ! PAT " - 2"M 'CA E-D LISS TITAN *0I OiI SCH"OLL WAUCIF Min" __AW A, .-I Q,R,Ie SNAT Ft - -1 MMA to0. mvbm I t2 ? "A ,"Ln"C SP"`C W_ RR Sic"Lli-t v " 101.0*-C I'Ar,oft FOR F. OPEPIC'UH IQ RE p�4S.0-L REOLCIFT, , I.Tt - ..1 . I SPALVIG MAOdED _IISNIC F�Olt ItNA,L W I I'll - li LCSS TAM, UlkIIIIIIii, SF�­_ AIDIVA'S1, I FITTS L� W-HIP, " O"i ­y,s- C�m I. - `i,I�I" . ;k, . Tit . 1;;�iiS .. ... :Y�. � V - , fV.. - `,'�l, BENS - - - .. . 'i;� . . - FLORIDA EIVU-IJNG CODE (W,gh Vol"Ity H.,riconit Zc-­,: 2 .. . . : No. : ! - - , i410 E 6.. - - - 1 20 GAGE GALVAN710 STEEL STORM PANEL 11 - ITT I = V . - . 5', ii -. 't --.. ,- " iw/xi, ,,,,�Si( ". - 1 _____z5, TiI - � , . I JIE a ,�:T (I,; I - - - ) P ,,��Ie�.� " ___ , ;GLOBAL PROTECTION PRODUCTS, LLCJ . TIT . 11LIECO.. -,� - - vii7e iii-, r.. ­­� '� a IND*XEATRNR� I- _,T* �. j , � 117/1./Ict., 1 ........ " N,A'l',', " I - illwvil , 1�- - * � � .;;,Iw�, .......A... W-PRI T- !1ti,ri4A-_! 1.1 P5.1100_11"7 - I-.�--T -­ ;i -T- ---.-.�_ - ­ - - _� " - I R. A mir r , � �� t, -�T-,�,A i LAARAN; ,o I I --I .-� _,-� . , r11.=.U-,_L.T­` E-r L , 2., __-T._- - INTAI - - ___­­ ------I _ __ ___ -----,.------ ------- ____ ___ 1KTA_L,LA J-04-N-TAILSFOR-OPTION P __j2 FOR LIFE SAFETY STORMM -ANEL SYSTEM INTO _=F,XIaTM_ WD_QD__ST_R_UQN_Rf_:$ __ _. .1 ­ .. I : 6 , _. 1� AP - ­ _T 0 , - � I 1 ," TruN a S, 0 L 0�1 1I.RtAOV7 I r "'Nowl"Cii AT WITO, HeA_rl.". 14 � ..... .14RITIA''", Al woclj 4l"�- ,�-411 t fADEH ,lI /2 . - I . - 1, __ N", . - .", i , I ­_:,�;,��,;, I , - I Fzi­ - ­ � I - . I -1 I- - A] ! I . ­ I- - _L_ 1. 1 . I� , -��- . I k 62-ciia : , I - �-­­ � 4 ­ i 4u, I I I �.7i7l._­ -,I* tl� I ­­­ i i ." <­ ; i - - ,,, I I I " I- - _L I ,_ ji._, I ­ " I �`Il �- I , I - I , I :r-z- " -, i � 1-�­ 1:1 ,,�I� II: .1 I," ,-,,-,,, � , , ,--IF I OLI.�., I� ; - , �, I, � , , I ­4 " , I IT , I I . I i I � . ! � I ! , . � ,I f - . -1 m � _L, i . ­11--i-__ I I I Q; ; I I 11� 6. 1 . C ! I I i ____ i I � , ____ 2'.., wow P,AIL .1,18" . I'l., i0w, -; j-.4' WIAXI PI,h'I, 7"IST, . -1/32, SIR, Nul , 'E0 � qA, - WAS. ,i`iR a (FICIOND) VINCI, 1 ­. 0 I! �,., .0 plaJ.'(1) I iii-C PANCLMAF PLUS f t ­T2 PPITELVAIC ftLS � IF A 'IA_ a 0 C ./I 1/a* I, /4* CC � .IN 7"41C.TE, NITTRAT I -14PLAM 4��T;Ti,, D PE I VIN .1 4rininn", O; "rr i .7 m0w1+ IN FE I . I I � - WALL LqaTALLATJON WA11_J=I4T1N..Q IN57AINLA1'104 ALTERNAMIF _5AW ,11�,0.4111111111 ALTERMLff-AM I .I,,'� N IQ/ " A . ! ... !Q/; " 0_L1F�__$ilI PAKI '' � - I � - ""LLI, �,/,­ __Ili� I _,b*­_ - "_ ENse - - .*1,9 1 ...AIR _,a- . 1. I , ' � ,_ __.. I - - FILORIETA WJILDING CODE (Nigh Velor.Il� NU,,;cr;n# Zoo- --- I . � � : Z . -1 11011: - 44A67 '. I c;.. I-C. - - No. i - " y z : " GAGE GALVANIZED STEEL STORM PANEL I - . � * E - CONN. ITSTAttATIONTS ARE 01- VALC FDA fl%ALOACS - ILSD DESIGN OAiCS z I � * . TI; - - - _­_____. ._______� " � il. m ­,', -72() PIS; AND PANEL' 1-1 i S-S' z ot�� - _17M[_�. , ! Of/m/xITI t . - - GLOBAL � -, ,C S ATE'!*` 'I- I PROTECTION PRODUCTS. LLC.i TAIT 11LIECO... �.! Am S. 61 STRIP I---- - - I : FOP .VA WOOD MARC CONfITRUCT" .Ox MEUIAORS to IK .10'.r.ill", 15�_. 1=1­x� Z�_ � ,-, om,3�4-�! ,�_.,r I T,'f .6 ;. III/ snic"'C DCHS,- C" 055 OR FOAL &RIT, rL 3!314 ,$7 ... . nUJT Turremo IF rmometernmi, coRRAN,, 1, - - - - .... . ___-1 .-TA: IKNR- ,__­. 1. 'L�He,­, 1 20-176 I S, - � ,j�o I "'o, 51 Wl�".----_ - "Tu....- _,I_._ - AN ---- I - " L. _ _000;, I IT, lom ... 19, Sl­/iP,I1RA,Ar__"E _1" Twli, I � 1�1 -4. ll� i , I__- , . L_ ___ , - P .I., - IF�_m 1 X/24 b' ! .1 ­� 2 ,%�, I 0 _ - I I 1-i- S., IV24 11P ��/24 !j:,0% '/a =060 rA:� (Vt --I ; *-A, 3- .,,. 2*/24� I'/24 * .A; .�, .17 -T- OR, : � I _�HORL uI NNOI�m Y "r 101".r 3: ". a LACIIe O.Z _ I " mg," . I / -g) imur maq 1 WT � I •Of -, ! I ,Ur SECTIONS - _r 2A ? _", 115 - � A, , - - i ! - "'Um O,1 r ?&I- I i . f __ - I - I , , I - ,5 FOR "Do, - --------- 1 �� -!%., �n,� - - - ,_ �""` =` SRI! I - � - - " ­ 4 I -=--- . 14� .7, - 11 i ----------- ... i��_ -i .- i I , __= I , . I I i . . . � I -, - - P1 - 1,8T - , I * - � 6'r - - -] T T,! I , , - - - 7 F - -,-? ... 440(" 1 1 , � � � � � I I I � I � I I I 1 ! 1 1 5 I P I � I � i I . � I . I I.it I 1. I _ T . I , , , " , � SET've, PAN,io I ma" -) - I tATTIRTOR ."Q, , � i RITEIRCOT P.w­ fm PAN,, ILIAD PANEL; I (901i")KOR PANRLJ (.111100", pw;;O,El 1 400alloN FMN.70 : I �Cwo P NEI � j wt j S 4 w� I SIT NVIT 2. 1 A %� _ Eim 2� � 4 PELOR' S�r NOTE 4 9i � ( ! '� � i I SET NO-( 2. I . NIOIL I �, � � � I �� ! I I . -IT _ ! , '1,-1� .� i i I , -,-� I I �� , ITC � , IF r 14; i; __��T4 � i ..�� ) I 0 � i) A I -;i tj ;.. I � I � : i � P�� �. �. 1� � � I � . . I - � , I 1 AIT I Y � I , I 1 1 -0, - I. I I I— � . I t;QL I I : I : . - . I I � , I i 12.litv PANELS A/ I I ... 7OT I � I . I I I � I . � �ii r I ,�T�­.� - I � � � i � ", I i I i32,il,14' III � IT/ I . I I � : I T , ; ,,4' ." IT', I I U. WINKTHITS i I I I I , , I � � � I .Ii(e w /W.3 �2 .w."_ - IRLAP _ - - - . � A EA QVIEk., ,j ., ,I. I ! I I I 1 , 11 ! I [ � i . 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'1,1��REDX .To IA;4ED Z (j V1_ -1 ik) ,F END PANELS AIII C�114%tf7j-_ -.0 BOTTOM TRACK, CCN%jC_C,h STALL CuNW of DESCRIBED ON NOTE 1,33) KIOW) I/&- - -200/1- US W,r 7/8"41TI WHO Wt OR '/4'ft3/4" III,, 7-ujRq$CREyF INTO TAPPED HUMP! TRACir LLIC�ATION Of IASTEN-R- IAAF M AT CITT�EIZ Dir TIRE 13� FOR CASES WHEN END PANELS ARE USE jO(Nny */ 15' LC W �) A, LII1CF*Q PLA� -`LAII OF END PANE!- 97 `;T`_1IP r�!_ SVV_� END PAILS ARE NOT CONNECTED To 1940".01I 1%j. I) PROIADED AT TOP OF SOL. PANELS t ;-; IN CASE T-* NO AAANIL5 Aft .V)T C1.*1Nf=C 10 WITT-(" 'RACK I,. A STOP j&AP :4) FOR E S Ohly LCE',1 AT TOP) AT EAS7 VIOL RAVELS SK4-L Be COTA,ECICD TO WIT-Cim, rftm:R U AItYrAILIATIONTS WHEN ENO PANELS AND SON INTERIM PAWL' ARE DIRE -(Li ,SING S-C-- ,NOICATED ON HIDTIE 131 A60A ,% SkIC,,, CASE. CONI�IECIOI Of PANELS CLOO-1:1) ic 1:1.57"I Su WALL 8y,MEANS OF PAREL"TTS. ONE W,rwcm PAHrL To E-70W IFUZX VAI -XZ;UR A' "I PANEL tOCATIUH NAY BE UTSM JONI *1 )RACK 2) AT BOTTOM ATIAD�G WIT", T$U,OA -,�a TFAI W/ W PANELMATES FOLLOW"00 SPACING SHOWN 04 FtEVA'bD AND * 1 .2. T5, SEE Ii�_ITQN T'. 3 & 4 ON 114LET 24 SR ANCiiOA SCi,,1_T1L.,t OR S�_FT 2t, W.. 8Y,F USE'. J�" W"', � I;a _ NLYI %kEr 7r1&;.=S_. PACK i2 ;J�%:��L 'NSWLEO *",,;� 111""% trr' & RICHO SIDE Of , X)R FTAJI -A' I SUCH rIAT ADJACENT PANELS (IG 1111111 ... T Ml.r,1=11 .P= i CAL k � /,A1,4" THEM OYMAPS itrwo a, (2) .0! Ik 1; ­"Ncrllis, -IF -11 'I, � - - I , ...-• FLORIDA BUILDING CODE (Hi t, Velocity Hurricane Zo,,q) - "' --.----- - � % -------- ".110 111TO ma;: No 4 � 167 *-. 2 20 Ua LA[VANIZED STEEL = - . - �, 'STORM l *!r z III, " r,, ­­­­­. �- - L__ ­­ - ,- - - --!Rm-­P*f 4-.L ' '-!- - � .4-4, �_,._, r �GLORAL PROTECTION PRODUCTS, LLC.j ""' . T r,, '11, � � - 1 -� --�� '4w� _ It 4F ,I 0 T ,� " , 11LIECO... ',, ­. 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BE 111111MIN11 IS 11 11111% 1670 OF Ill A *"* RENIT11SE11 IDII, W a 2!I MINIMUM 4,401DRIENT Of 1/4's A 7CALIK-IN ANICHOP', $hALL OE * I/e" INTO c0,%K:WF rop A WINE' SPEED AS RIT0011i --I JUS11"00CIFITA4 WKRE lAifl�( ��* LRS WTI RE IN:I'liki.1f) AND X, 91 I J1n NO EMBEDMENT INTO ANY IN*. AAATERW_ SHALL BE - PEARMCO FOR A DIRE'TIONALITY FACTOR K-0 85 USING Ant I- 1C SAO SHALL +4111 IEXCtEV THE 100(tv'm [A S 0 I $/4' 0-So SS, SIDEWALK DDITS USED SHALL SE LONG ENCLON(S"OLKIC- ANY rWEA+ MATERIAL EASTI ED OL-,QN PTAR5I.IATF RATINIDS TSO-C.AltO ON SNECtS 25 A, 26. � ENGAGE 1/4* INTO ANCHORS IN ORDER TO VIDRA�y THE ABOVE COND(TION, LILTITIMATE DES44 WINE LGAOS IETPUENFO PER 14SX':E 7.1$ SHALL 91 TJRSI RLDUCED TO AiS U DESCH WIND LOADS Fly VUL"PkYNTIG THEM V 0 0 IN ORDER TID 8 3,i IN CAM FHAI PRECAST SICyE OR PRECAST CCRICRE-1 PANELS BE FOUND ON " EWSMAIG WAIT, ,O COMPARE THESE IT/ MAII, ;AS D) DE54S PRESSURERAnNoE IRDIEA�,D ON S,AEFn 25 III 26 ANCHORS SHALL BE LONG ENDJUM TO REACH THE MAIN S'RVC7LIW ISEW&D Sto.1.04 PANELS. AWIIIOFW�F - 90ALL BE AS WILN71040 IN 9.1) AND IN 6 2� i 1, CATER 10 TIER" THAI COMPONENTS AND ANCHORS ON TrLS P.EO AS TESTED WERE Not MR STRIMFO A 3,3X LNCREASIF A ALLOWABLE STRESS FOR *"U LOADS WAS MU L50 IN THEM ANAL�4$ FASICNERS SPACRG 10 WOOD IT,."fifEN DETVVICNIO-D 94 ACCORDANCE WITH NOS 2015 � (CJ W'4CRS WALL RE INMIX"r() MILOWNP; ALL OF TMI RECOMMIENCUL"M", ARD SPFCWTICATIO,N< Of 'mji Ajqc,AOR'S : RARE STORM ; - _1S iii)EEKJACY FOR IMPACT ANO FAILICLIE RE]SASTANCt HAS BEER "WEED IN AfCOROAKE WITy, SECTION 1626 Or MANUfACILARIOR ONE ABOVE MER,TONED CODE AS PER rTHESM"ON TCSTjk-_ L190IRATO-. W RENn j 2032. AS PROTOCOLS TAL'1_201r I! IT SHALL, 81 THE RESPONSTRII.ITY Of THE CONITRACTolit TO VERIFY THE SOUNONILSS of TrIE STiftpCTOTRE WHERE SHUTTER TA&-ZW AND IAS-203 IS TP DE ATTACHED 70 IINSUIRTE PROPER ANCHICIALACE 493 Prill"Cil S)V" ONLY K ATTACHED M CONERriE. BLOCKI � 2 I ... 5 SyS7CU HAS MR DESICNED IO BE INSTALLED ON PRE QQISTDE Or THE OPENING ACC-ESSIN,G '.E Qrtkft'. DROW " L* *DOC, Fit -ME oult-PINGS I 4STDC W/r, T41 USE OF A EADO" OR Un THIS APPOCATION IS VALID WHEN INSTAIIILAT,0N IS INTENDED TC BE PERFORIAM -RJU 12 Vilf INStAl-t-ATIDIN CONTRACTOR IS TO SFAt/rAkAK ALL Si-Art-IrEp COATPORI EDGES Wjj,CH ITTEMAI IN CO4.TWjQLf5 I INC NSJDE or S`TmVClURE. I � CoRlAC1 WITH rm( OUTLOSMIC 10 PRIMNI OWD/W4 INTRUSION CAJLK AND SEAL SWJITCR IR&Wt OcL AROUND FV� i I SLS TWO INSTAi.-ATION IS APPIUCABLE 70 SIMLLI AND "ISLE HUNG Sil"IT WNDOWS WHEN INSTAALATIOIN 5 REOUTRED :T 3L JMCT. PFINTOSIMED FROM 'HE 0490( OF STRUICTV;Rf 13 STORM PANEt. INSTALLATION SHALL ' ,OMI Will, SAECS INDICATED IN THIS DR&*INE r%trS pl-N 1LAEfl6mc; AND JOVINt, ! 4 SMS 2000 0,51AILA!"i 6 APPLIGABILL TO SINCAS AND Wij&r Nums AHD ,­IOAI2ON'w S:.OtRS glr�u *TNTwT*% W41D, AnLrULAIONS PROVIDED By THE JLAR1SVJCTIOM W,TRE Pr.RW,l IS APPIETED To `NS7ALiAr*h Is KrAIIATCO III of PCRVORUFO rROM THE mrEIDE or STRUCTURE I4 ATRIUM WINDOWS AND DOORS, INC, E - I HANIO STPSRN PANEL 51SIDA"' IS PATDIP 5 Ad.j ALUMINUM rF`pUS4ONS TO BE 6Q62 IS ALLOY ARD IDAPEPt (UNLESS OTHERWISE NOTED) 15 {4) THIS PROOOCT EALLANIfT D!ACVNILNr (PEDPPFPAUI BY THIS ENGMER A ITEREARC W 00a NOT PIKAI WORUAIIDN 'OR A %TTE %PEITFA: PRWCCT. A. WHERE THE SITE CUNWIT40IN5 WILATE FROM THE PEX 4 A- &LUiNTJU SJiiffT METAL LP�ED A' QCTSLRf% SINALL HAVE -I'DIS-11 ALLOY : TO CONTRACTOR 70 Elf PISINCTI TOP ikg SLuCTiON, ,�LFRTL,IASE AN INSrALIATION IRCsLACT4 _1FE SAFETY 7 + ALL STEEL SHECT UP&I PAJNEXS bMAII -04 SlIPLICTURAL QNAAUI STEEL. Wu A, 653 , So , CALIM4121C ;r [1 GRAD V,,� ., III PROQUICT BAS40 ON 794S PED PRU,qDED ,q/EoE DOES Nor It FROM W ECINDITTITONS MI ED ON I DEVA A& Df%,GFM1I0N W/Fy- SA - I4MR ROLLED) Tli'lS DOCUMENT, COINSTIRLICTION CAPTTY AT SIBIS rK ,0NrRAMR*5 4ACSPONS.,54,011 I IS ki SCRIEW� To RE 5'-AP4E%% STEEL XIA OR 316 W-�� SIERICTi, �.* (�OPROS414 RESISTANT COATIEC CARBON STUL AS PER ON Il� TI*S PIWDWCT EVALUAT014 001-UlAENT VU K CONSIDERED NVNEjn . v,'lOr*0 I 5W I 9 W1 50 ", T'.ELC StRI AND SID - TENEIIE S70ifMCIri & SHALL tOMPIT */ F1,0041PA PiJkOINCT COEX SECTION 241 1.3 3 4 ITT) WE SPECIFIC PRoJECTS %NALE " PREP I AjRJD ei, A FLORIDA qEC,STtqrj) EpUGIMEEq OR ARCHITECT W,I W" � fI BOLTS TO BE WV A-307 GALVANIZED SIE`�. OR AlSt -104 SERIES STA04LSS 9.71EL W-TH 36 III, MINIMUM HELD S711ILUI IITEC BECOME THIC EFICANFEIR OF RM'OR�D (E O.Q ) FOR THE PROUECT AND WHO WILL BE RESPONSIBLE FOR THE pROITEFit USE OF THE PC 0 FiNGTHEER UF A ACTING AS D ENGINEtTIT to FIAT PE 0 ENGIWEI-R. SHIA­ '.I ANCHORS *0 *Q_ �,,AL, BE AS FOLLOWS, SUBMIT TO I.!$ LAYIEp THE SM SPECORIFICD, DRAWINGS FopDELERGATEOWN I i (A) ip-EXI-T-WiN, POURED�Qri_fmm fe) TWM P ED SHAk -- KINR THRE DATE AND CTR,M�, SEAL AND 54CFATILIFIE OF It'li PROPESSiONAA ERIomME114 Or � 1/4 FR?APAACHORS AS MANQ� f VRED By I T W BV%DEX, OC (MIN ?'C.3192 p­) RECORD THAT PRIL-A(IED I : ,/.:C1UN I . va.CALK-IN ANCHOR!t�.,AS 1ANNUFACTURED P OCII INC JUM f'C.3000 v ILI) - JI.-TO PANDLUATE rEUALE 10 A PAME-MAIT PLJS AMCNICTRS. AS MANKA'ACIUREO By ELCO COTAIST"ItUCLICAN ARCDLKT!i, : It. STORM PANEL MANUFAMIRER'S LA13EL S)uALI RE LOCATED ON A P�EADI%j *,Nfkr OC mA. S-,Au PAN : . ,u AT EL R, I (1-c-Im PA.) ACCOADA"Ci W" SECTION 17" 1 1 OF � DROA 9111LOINIS CODE ONE LAKE SHALL BE PLACED " NEW BY CPFHmW i -iD I LAKLU4 coupt,, wri. Sr-ini, ---W*;2 of THE FIGRZA ES11LOSOr CODE I A.1) AvAmALINI CMBEDWCNI Of 1APCON ANCHORS AID POURED CIDNICIP111 Si,liki Elf I 3/4' A)fj 7' TO; PANELMATE r(UNIE It A, PAINFLUATE III P : A2) WNTA" EMBEDMENT OF a114*. X 7/5* CALK-TH AW_Oitj 5.0.t fit 15 7/ a' INTO CONCRETE He F .lAS(t1AjfR7 P,fC, � ANY FINISH MA!"hik. SHALi. BE PERMIJITTIM I I/-- I-Zn SS SOE'*ALX BOLTS USIED SITALi aE LONG EMOUITHESODulir, ANTI FIN,SHI MATERIAL EXIST) TO CNGA4E Zi'4' i PTTID mil'i(ORS "100- IINNNNA, I V� A k7l"'4:� 0, i!) IN - E THAT PRECAST TONE. PRECAST CORCRIM PANELS. ON PAVERS BC FOUNC ON '.jE MET CAS W* WAI I OF, /,P� - I ­ ..... � , , � ' ,Z", AWH1095 51,041. BE ;.CTW• CROUCH TO REACH THE MAN STRUCTURE EC-INL SIiC,4 PANELS ANCWIRACE SHAILA , -,�.­*%,%cE1V,rj'-.:!�) \ � BE k� MENTINED N Ali) " IN A 2) / .1 . . 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L�_ - I t ��! 1 - , I I z � , ,-�_DRIDLA P-I --,-.(-' CODE (mial, viti H."i .... zQ­ i 1� �� - I I ,,C- t _�� - f L I I.- - - -e = * _1 lt�l : 1.1 - , T1_ __ �z - �_ _ _ �ilgl n � � .- - sa, - - - '<. T - :4� ,�-_­ � - i , I T � s - - , - � .WNWOWT 21 IL09M ALIERNATLA-10p. dWER JYQIQQ-f&"- I ­4,F,4� �. -T WXIQL& ANCHOR LOCAIJON , - ,.1­i1)1 sr-L I/.. . - � r� il � " 1, I . ....] 11 ­­ -�­ .. - ­ -Li I- 7 I - I � . - . � , :.T:I".V______­ �r.- � , Z I = . - - - - . __ - - - - I ­1 ­­ - � - 1 20 Cik�l GAtVANiZW STEU. "ORW PAN I I I 1. I , V� -_ - �GL RAL PROTECTION PRODUCTS, . ", , . . AXI , 11,ii, . - . �,�� ,.,,-, .:�,-, /CC—— I 11 ucl� LLC, ­,­.! ­� I , , - --I F �'1� " = " "I 1_-7_1%L:.._­:T _`V.",.­ -It ­­ ­1 "I .:,I..-_ L ------ - . �] .-.�­­ L !---!74--�--�------!:!7--­ ---- '071 _.-.-L-.. 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F06 0 IF -I" 5 -4 - T 1 F.7 it - __ _ .,-a, . 119, ___ - - I -1., L 1D IF I ,T -,, : I- ­ 4 , i 9 i I � 2 E I IF �� ­­o� _� ,-Inf� ISFE �.r__,�,`, As X1_ lm.� � - c. ­ 'i I � � D'hi C3 " ( I I . 1, 0 I 0 � 0 _.0 -1 i I T-__1._�4I" ;- _;-_ I67I_.____;;,.�lV,.I_ %i 2/4 1'a [1144456/5 I ,W16. 2W/6. 3W/7 & 4W/7 - ,,X,�_," "IF 4C,EJ�QiLf �. �.C[j� 9. 1, &11' � T . - REGULAR STORM EANEL 1 jLf_V4T10r4 7.07' 14 I 1, !131 W� I . �_ ,%C--* -I ViOLE welrf). . __ I _�L � _­ ___7W1\__ - ?I? - - ­­14i m.,.-W_,.F__-=_ F-P_WWICN . _tI-LI--S__SC,,--M, I ­11.�.0;2p ___ NI1 - - 1- - I I E��"*S"'`_i_7C_ P"_W'N1SFEL-, 173 _1 1 SECTION A -A ' PANT. 1­�;TN S - . ­ --- I f,) LxNF.VpAXIoLr, qu-J'A.Ficz, 4 w.-r�IuNw: WS-RA, EL I .Crts. .- I '?-- 57 Do') L , m.o,w­ A"GALAW PANEL Marl �� AWE;: tiix--41v1 As a DrSK'N LVA-0 I Y) 0. MILS � I � ? I . , I'.- - I ALLO - OF i - - - - ------- - __ i . N- ATI&I PANEL LENGTH FDA A CFIT� lift,A1111" ISO ISI:N 1111C �13 IF.,-, ,- I- : ,/;i, . 7 ,iIi, I 1,-7 IY_L�Iiit 13 ICIERNINE .Ai PANEL 1.111,"", - I C-.`I ' "O'S""A A 5l ZI DIT$4- 1TWr Wr'14WK "A'A"." "N't" LtNOTH -L.' """ `FC'�C"'A`­ - __ __ ---- - -, - ,ir I- . I/) G_ , , REGAIVE. A.SG OE1i PWi DC'EREARNE FAXIIII PANEL UENGTIII L-. IFTITIP 5CI1fD­r I I I 11 " I - `INN. 'Fill I - � . . . - L&AAAAchl ALLOVANEU PAR LEWH 14; EQXI11 TC:F tth", �MIRNOAC PANEL LLNGTH ,hl ,,, , I- I r I a1TWE1. %.' AND 'L ' _ - - � ___L_. _Li_111 -IL-I i _ _ '_�_ S�E $­EDULT SCIENT rUP Iiii I-0. IX11CT!LF1iA F!.021r'L?-LL��!�tLk-lol­ ­ -1 . _. - -_ MIN", TAffj._1AU%1K_&f)'LI70F --A-k,YLN-Y-9-U.N�Tltig-C-2.RC�M-t4- L� NTiA1AIWAiFS NIT,r 0000 APE LAXITIT `AJ ' IS I F I VAX ASO DENVER PAXITWH FETING - _'. . � RL� . I L 11 III TOP I I*,, 5' T III Z_ t�r ,piJI ,,�' A`Iqj;��_'S I " F. " i0i ��W A%` fw-"" "Zs;_�';;;�f_ ­ 41,. 'r "Fif.- - ,,RN, , -rp � Ll= ___i_ 'TWIT" ��u , A NA-1 I . sfcl",�4!�X�N SpAk ,-�'s - _ TOP "C'u., 1-11 ­�� I" ", AAC *"W � "I'S" I � . ,t71..1,5O_1_ ----..-...-- (N.,Ln WE?, i HiLrric­ Zone *TW ___ i I wm"' , . ILI: � � ".. __ __ - .•'05o"T ,,,�', ... I FLORIDA BUILDING CTIM �I "'D NREC, XXcXx .7 r I,- - - -7 - -_ , 1 _ - --- -1 55, `,", Stt" . I � �._4 1014C. .; i 24 GAGE GALVW:FZ"t.31 STEEL STOAU PAN[ - - � 0 44167 '. 1 ! L , PRAi EP I - -, - - _. . � - -, _ . -.---- - - A. . - - - i - SNi 5, VIJD .11i 15 32' .1 ' m _ � W . 1 At '* � - -_1---T'-,;­,,t;---- I - - __ - _____11'_. --1 I z - - - � �2' ­ 4 . 6,- ei _:� -_ V_ - - ­ - , ,`� , .*�_Igzz: , - 115' " Ir -C - � - ' , �GLOBAL PROTECTION PRODUCTS. LLC.i I .3 - IR,*C,, - TATF oI ­_ - 11LIECO I. I - I I I __ , - I ,�,�, - ,�LLZI-,f ­P-f�mx Nzu - - - - - - - --- .W.-- - - '_ ,�_ "�7, ,, - -, - �� ­ I �, I - - I t� , ,,, I.,., FIVANo . CNIONITrIMING C.-.01 � Ai.3'. 20-175 4 - SW LEISURE- SO' 3r 1 Na?' �11 5.6, " e, OR I ­ ' A- 7'i - =�_ � _,109, --`iNt" - - __ - __ . - - - - - - ­ . __ ". "I ' . " - "I '�`_, � I ." .., - C�1_ __7 ,';�, F�,�.,.- -, -I -.I'. _.i - , - _ - , ­ - . ­ ` " " I , - _:i1A`1__ - -r-I -,ftiA­ - , - .. � '. __ " " in I 57. III , IL ......... "I'll",5nc I __ - ; .A; III .� It I N�404,�J--­,_­ i. I 1,,1 1, ,I . -4--I�:t-'-'-­­m- -­ --- I 1.4,III - IL20tV_ . I v i - I .0 I � Ti FA,,)I1,F7 - - 1­ - - - - - - -1 _____ - INSTALLATJON-KTA.ILS-FOR--KGULAR PANE 1 INTO WOOD _ST.RUC.TVRZS - I : I I .--- - __ I i I hillb.., ", oz i I F . I �_ i 1­­ , : *1 III)FIC, ­�­­I ,� I - i � ,srr �_,­- r-,1 . I I , ­1 - I , ! , - �QI: � C 1 j Ljql-j i i I I I : 11-: , _- a � . ' ' VAX - ! i"Ii 1(LEG"I , , � fSEI SI'viDULE : 7A s"EL, 3) I " -" I 1 �- -�& " a ; : . : . - i t - ��.11 I " ; I I I � I ; - 1. I I __ ---- I . is "I FE - - ___ , I I - I - t - I 11 t � 1 I II --.-----. 4 -:-- L - WX ,. ­ ,I'-- To ,T %S �LXXEli EIACW,E-f:._ � A ­_ ,_ Wr 3 WF, a 1Kr,A,TG To F,,., ,I,; (Si 9C.41I.I.-F 1_% LEAK: As "IF I � "'i APE ""'i � ST-ff- 1! MAIPLAV 'C"'A"'t i I I tI) XAVu­ ASO IxsFGL ,Pfso,f AXrWG IS. W. -46 W I I 1 17; 4XINIA, STORY INIQ "INIIII a t?, * WALL MO .3: siDRLI Pet NECPAL,i-1- FS OIL, :61.11131MR4.1-1Y INTO - cVF,VA1 Pow 'RIVAIE 1,­ c . I 3, Eli,, A; INSTIIL,^10. VAUD QN-1 Im Xii ZONE' 1I IF 3 PER 'Vihi I I 1111. . I, �� ( _L_ I I I � A t-I I ' LJT I I -L- I I � I I 11 PAIIEL I I I i A ,_r`El( St I I . e _- s,I I I I I , i I EjZA!K)"` : - I TZI CLASS I I - ,4,rli - � - 1 -5 LA, I I �_, ! sc"El)i , ;_ , -11 I I (1, 12--tt- 3) 1 I I 0 - I * I I 4 I I : it 15A J 1, 1111.1-11, r , 4 4# � I I II M. T . I - SC : t I- I i - 1 Ol", I I isll S617,2iLia : " " -�-.iz_ i I r. §L`i- 3) 1 I I . I I I- ; f- -IA AI l, � ? f - 11151IN, _: : " I PA14L aFZI- to 511ss : I fstf .fulvi, I 5c ,- i z ON 5ALEI I I I. I I t - tum `-,PALER , __ .1 IT A I cq it. S-.cf : , j _ k ENO I I I QA1 0 I ( r t� I --- - � , EQ I 7 --_ I - - :: _f � � _ 1­1 F ,- ­L � j 11 . .. .. , .. I C.4 ,�. W,;' IONt Ad LIW*UW SPACIPS & t 2 1 " C F5F7 WL F III I ON SHEET I I Y SEE III " KLOIN LOP .11VIFTATKAS li-W I I 112' LONG %,.Ervn I FAME, VA!, ILAWAiII It C1 ­11, -If I ; I I �.­ .SEE SC,,fE,,kr . ,. ,; - I , A, W00c It REOU21,,v PIR-E-CT-MOUNT W1 PACER--2A ALTERNATIVE 2 W' ­ � - , I I . :I 0i "NC1Km`S * * BOIL : 51IAECCRIF'' Wi s7url 1 � t5EE SI�KDULFE FIN SPIUP P - K I I Ir ,0II(I I - I � si,,Cri I, j II} HSItA."XII * L,iI,rr;, Po . ;,Af "si IXVXLEXIIGi W" is, 0. i I I - Im. ADOW .Ci IRAs . . f1mmCP6N, FROW - I EmIn"I -`UGWI offliMi AVOR:iXIFED of VIM I, I j I . I ,­ A"TC.1Fv LATIL IFFICOkEf I P E'I ANcNLAXi ,XX%V: r,FIi,, coNFiciNem, EV ,tm,mv. wx nUNIa. IT - ft.G Vi -.US) SifUl it SPAM -PAN, It 6 I'.- cic 11W. 1. - I"'I"C"It"N i'" 17 I/t" Diu S".0114 ­0NED - S.P, A, 13. XiiiiI. .. GAGE PlAi LI-i IS ".q., `X, W -1 W wtiiiiiXt :W 3 A XtmPXc,XoN "Nom ,AAcuP F.W. aiii,,,ta, AL:o,,,tc aii, WALL MOUNTING_1 DIRECT MOUNT SCIIEDLU- S.W I" ALTERKARYL_ZW III I T/;* %.W, 1PACIEFF COWFICNIFINI 09A SIIALL K 4 INMWO 0i, I,C­E !16- , s i- . ""A `ol OF : 1!1*,L� SINCIEF, EAL ITS ONLT . ". woo EQN05 AFF, coilm W ASMIX �, L - 111,911 STANOWID VIC Ni , zow , AI, --mg iIi, TIE ,_GAi PULDW � 00017 ."Aft"i '00V .0,,�Vl � 141 -11 - __ �...... .. i. �'N . ,\C'Eii ii, __ Zi . . - FLCRiIDA 9Uit-DING CODE (Noo Wjh Vi H,rirkuna Z" . 11,151F, 4AT1IjN A4F C!INI I VAL L FF'JP VAA A '. e, z 1,m,,,, 'Into. VK . EDIR-LomahATto. OE ISILLIVi5 2F � NG. 44167 1. t I 2A GA�, GII-YANIZED SWEL VORIO PANEL � " UCSIGf� PP��S��! PRE RA7,N1,% p 1 I) AND PAN-.'. LZNCTt­,$ = : . A, - � .... ­­­­ � � "PIAN" � � F7 : III : - I ­_ 1­ ­ _ _ _._ 'P I BOrIO&I 6401_,W�ioF­S CAN Eli Ar ;L,Q ,CHCOOLES CIFI ',HErT 3 (EACEF17 �0;z s m * : = - - I -LF­m;,.-,;- I- - . ­ ' _r i', �GLOBAL PROTECTION PRODUCTS, LLC. .P , .) 10 TA FE OP- " - ' JLTF , ,XfC, Jig ANY WA'e -,r) SU17 Afq� "WRINATE 2W*- i _; N-­ . C 0 ,., F , AL, - I I " - -1 � I � I Jill � - , � - - __ ,.___ ---- - - �.. ,5`EP � __ ­_­ 11 Al .- , -�$i--/ � G.",` 11, . ��_' . . . A.mo Otto � - . I-- - 2 FQP %'--% 0,y), FPAVE (fj,SIPL;Cj[,, WIi I- 1 G 1; iW, if,oi Txwr lm.,� W,C,oi Ef c(5a*mi 1 I- I Q "­ANF­­ . , I I , L , ", I 'l, 'I, 1, - 1. .." .a ..:i.!t1:: 1�: 4-11,11, `� 0111- ii 20-175 -_�s -L, EiF ,;OUTHERN. PINf No 2, */ SPECIFIC I " 1j,,' A,- tl� 11, R, AFT ", ---T- - I OrLiAif ,fl� � �� �. HNS W', Of C 5�, OR EQUAL. I "'I", ftGXZ11ii W I -.,,I ,� 6; �_ - . - I -;I. I, ,U7 11 - -1 . ... I IIVRI�A '. I .-W - I � I � I I I I - LT . A .1 : :ACNfML �.-T __ I& I _L--721R_RLW-68. La_S&11 ��__Ilm�r m��0`11-T ICI Uj �X5Lftr,P_1N-_J%N_!i�_.f.�11_ �'�__A.� Tti)� HAS BEEN WittIFIED FOR COWUWE IN AFTILATOFAiii _Vihi_ - I,IIF_6 TAFN­t]% Ah�:T,Iofi AS W_ ArtgPIED, ITT I IN RIAOCY I,& . I !LIC 'LOPI_�' Ij�ILUN,,, CODE -WIS S!OPW PANEL SHALL NOT K INSTALLED AT HIGH . jitii-10 PAW[LVATE ILAAAAS C, 4% PAAfjA%TE �,rFS Ae.C.Ei AS IiFXNIJ1Ar..M1RED UT LiCO CtINWIN.Ilit"I, -POPFUC.r. c­ I -_­F -:-. ., ­ Fv1w -.-ADE / 91RITINARD COUNTIES) - I,I`4'0 LAC SCRCIVS PER fit'S, � ," AXI-FAD _6�F� si,iiiL, HE ;t;lltmi A,' P CR NEI7­ _(U "C" ' h"A"C '&INC' IN I" or l4L A@O`V` 0"W"WC ` - T. . 5/0- Noce OVSK04c, A-� ,".,�P,1110 b, kL WxI7 �"`F`. trIX7 & 5PECIW� 11 c A, , I, _ _ HL JURI�Wrf-:N AfLfRf 'I,TORM -I- SPIEL _ULTNACC I" I - - - `__ . AND -. A .-I:'- 8S. - -C I - 11 - -L - 1.CLC'I - U001AFFIEF �AS 0 I DESIGN PAf VSUAC RAVINGS *CXi 04 -,�EEMS C I � INKLIALAW THREADED PEWW IN INK, NICIOV Of '.­_LN ANCHORS 4iii fit ' I.'Z' AND 2' Ft�p E,L(Ir. 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ANALIFIS F�STEKFM_ WAIL,'.-, M WOOU K45 BEEN 1XIM11PNED 4 C It LOEXPAi ED�� EASIA�Cr at LAC ICPEACS� INTO WL,C0 S,LALL BE AS FAXACLITI) ri �:c OXAAXNC I .Cr,1RS.11Cf WRIIIII Fi 2012I I STORM PAIME, iS .LF[Oi.W.1_ COP I.A.C1 Ahr, WIND PESISIFAI'a "A's XEN, VVETIED "'I ACCORDAIlIa .-L SECIC11, 1619 I : CA . IT, $cN.fw-,, ust s Al HE , ". FX.,I ZA o XAWFINRA f`ENE`TXK1i0r4 Ii %PQCC --*j',AHC Silk-' 91E -­V 1, A 0 . . . D - , - LCN� Wi UM T-C AHMIF VENTVc.IVLL; •(.ODE A_' -0 ANCRICAN TEST LAS 0, sWrL f-1rAFOA REPOArn jm " O, - C., ME, 002, g W ug, AL SIO­c ST,rco Exf�f. Amic •- XNAIIIIIIX&I FLIVI W&_LS Ali W, St,_ax) 11CP SISTID 1 1-99 A, AST" C 35C-O,' SWICAFMS, ANO INACIFFICAN TtSIW. LAB SOUTH FLORKSA REPW Oi'23 L11- 10 AS PLIFI IILS-2C, "D TAFIR,E]'�X-ji-S. ANC AS PENI CALCIMILATIC)i PENIOAMU N k:COODANCR IN/ %CTICIiI, .004 CW T,C F 51 VA CA�iji TIIA( FWCAST S7ONE. OR -RECAST rt"rfi PANELS. 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"_.�-��".."R i- CASE G (FLAt'/.­X.­_.7 ," 'I- ._ '�CT14'�" .S-ALF 114�.I* "% �fi 1 RlMWNSALIA'" ON1 A .'II. ,N,AL41'1'1�its"�� ­RAEL W.OVAL AT WAIT: W'! �O 44167 "]'R�A�F Aa %kRA-10AIS WIT 3/4* ; : T - A Ill : . :2 FLORIDA BUILDING CODE �Non HIgh _IiI Hurnt,afte, Zore), CASE E {PLAN) CASE F (PLAN) - � � '%`T�' � � � - -19 : � ! I�p. � -p " � $CAL[ I il'-" S;;ALE '/4-li- t' 0� - I IIII .. " � 24 GAGE GALVANIZED STEEL STORM PANEL ! � ft ___ -------- -_ - 1�s ." . , � 1. I ' ' r_�_____ V/"'-0o - � I'll ''_ 11 � -1, I •11LIE C 0 Ill ,,,. [GLOBAL PROTECTION PRODUCTS, li :An '�"'­' , , - - - I i � ­ e- V"W I . - �lw nLLn Tt$11- X oNo1K_ - -, 11 ,,�'. � 20­75 .1 , -.:.L - . .!.';' - - . �-4 ;#a•ee.e?s.e' . m")­71' I ­0006". �_. - r - - 1� -.. 4 -E ScN_1,.INAh1%l _'Cm A '­' p PEE � --r- , - , .' -1­9 Lm� -_ _. I - . 11 .. .. - -: � _-_ -. , to I .--------- MAXIMUM A,S.D. DESIGN PRESSURE RATING (Zs ,f,i_AV_Q__C.. -RESPONDING MAXWMA_AKiiQR SPACING REGULAR STORM PANEL A' INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PAINELCI)tN37ALLADONS AS PER ALTERNATIVES 1Vt THPLI 40'. ON Si 6 & ,'1 MAX_ A.S.O. DEsn" RATWC (D.f I MMULN ANCHORS SPACING FDA LP.. AS SHOWN ON SHIl 6 Ill 7 APPUrAPLE 7C' A, MRNA,1,4_� C= Of THEM uAX,A,jj PANE_'RESSLAII: - "'C" v I,% , TAPLION - LAG SCREW I -, PANELMATE FEMALE IDPLUS _'_I PANELMAtf Wom Eers-w i 13- •3.'3. 13' t k 3' -.- 11 _rmn 9 lif __ 6 1/2' 2W (TOP) - - 6 Ilr 6 'j2' 0 I/2* - - - - - s' - ___ - 6 1/4- - 11' . !2 112' - - El - ___ -6-IT' ­ . _ - _ 2W (Win 1) �Ilr i 5­07 on LESS __ - - a' . - i� __ -7�:j­ - - - , -V i3- 13' '. - 'W (TOP) - - - __ .45. 45 CIF LESS - '3' , 3. - 13- t3' IS " Monom) - 13- 15'. - I?- . - 1.3 . -_ - '_'/;' ,W-( (TOP) -_ - .- , �'- _ 11" I -V __ I'l, - 6. - III, oirvomij - 6 1/2' --ii - - - 6 1*/2* , 6 1/2' _i'/r2' ii (TOP) ------- - _. _ A I'll- __ - -_ , -_ I- ­ .- � 6 1�-- - - - s 1/2' - __ e­ /.' - I - - I— -_ ,. - - � - 2a (i --) - - �s (Tip) -.,.-,- - ­ '5 1`0 0, ,.,-., _ 12 I'll . - ____ 6 '/2- - --- 4 ',';r . _ . I/ •- n 'T 7. - ___,mr(qoTrDm) __ - _ _ �'l yr _ _1 _ _'_' t 1/�- ____ 12- ___ __ '*____ 40 (TIP) -- 4W (mi I -_ � 1 '3 ,. '3 . -1?*. -_ '31 _1 - It 112' I - SEE TABLE #I FOR MAX AS.D. DESIGN LOADS Ar MAX PANEL LENGTHS WHEN SPACER SIA IS USED, 00FRESPOli ONLY TO ALTERNATE 2W ON S)TEEE7 6 - MAX, A S. D _­_ ____ mAx0AUm AW-ii0i SPACING FOR C.U.AS SMOWN ON �HLEIS 5 & 7 _ ­ - M'Ploc.&L'. TO MVWI.V DESIGN PRESSURE A- RN&T-vrl. PANEI t - - RA-04C. TAKON LAC SCREW PANELMAT' FTA014AX LD PAXII PLUS. Xi sul.m1w, � il AM CrAilill ION .1 (p , I ) I C"' 11aEm '" I ' 3 - "' I'* 13` .r 'W (") - _ - - - ir .- - 13' - - 13- 1 ;31 I _'2- - S' i'll, (sormall,l) i - a 1/2' - ' 6 I /,:� - - 6_ ,72� iii _ 6 1/2- e ve__� - - -_Oft & 'j" .) 6­0 - - . . - 6 1 �_ t "2-- - 7* ­ - - - - ­ 7 1 , /2- - !' 9' - . - f* ii OR ' ,-,Is - - - __ . . . - - '. - - I y_s -45 1j* i3- ___ '3- . '3. 4. (90,10.) TO -75 . -71 17 - " . - - - - - I JT . .- --- 13T - 1 ". - - - '* I - - I 3. 13, Q� 6 '/.- 10 fi . L - 6 1"2. 6 '/2- 9 , ":r 6 1/2- 2W HOP) - - . 9 q�4 ' - I I IC . -_ 1 1/4* - jW *I,.) 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I.m mmm' 0 a vossmr. .r."ce'll S'Acw" W "D tlsero -aCToP S.IN,, NOT K U-T"4 -". S014W .00CATO IoF fK'- ANCN04 -I C. 1W4 SC.EDIU /.'.� � ANCHOR TOM' - AAo:N �_w nQA%L X mAe � �_ - I I A;.mium-Abi�_ v� (0)_ -I__ _ _ _ I I � 'Ir , ] .r. - AAONA,,A" !!!Ic" fl-) 3 _ .11 y - - -1 --- 3 �11' 1 1 - I - - I � �___ I -- -- _T'_ -T -7 o,vANa,col .'OmeoPt�'] ; , I, 1"7. 2 'flk "ll - . ACTUAL mm Dsumm (Ill 11"Acri --I- __ 7 ."_ I ' a': 1. - - II3 , - I -- SPACINGS ONLY VALID WHEN S USED. SEE WS 11 FOP WAX. 1,&D. 1 DESIGN LOADS & WAX PANE1.=2V1-`HENl SPACER I Usso. TAKE #I A Ii 00" LOAD MAXIMUM PANEL LENGTH 40 PST 09 LESS E' 9' > 40 PSF TO 50 PEW I 6' 2' - > 50 PSF TO W PSF 1 Y- 7C' 1 A MAX. PANEL LEN_G1,tS ARE ON VAUD FOR ASIALIAnoNs ,,"I'l."411"Aw W/ SOLID 5ET ANCHORS & W/ �§ SPACER AT 12 1/2- O.0 At?� IN � I'll , , 11; .1. , .1i .", E '. ­' . Ill \:IC Iiii FLORIDA WILDING CODE (Won Ii V.1"Ity H. con. Zone) I t : * : . -&'. . � 'O•-. "I '51' ; ". I- "",I- " - . Ar : * = � - . rs - STATE __ _;_7 - � /' �._-F'rf _- 4omoli " . ' p"'2IP­f'_ 516 � ....... IV I _____ "",N,, 'Wr'�/I;­W�q - ltmc. . - . \ , .' . " 11LIEC07 - cow,ANY =""' , - _:.�. �_ - � . ... - - -•:'_I - ,., , -.0006719 ,I I �.11111 = 2i - F26 GAGE GALVANIZED STEEL STORM PANEL ]f 11 0KA"A' 0, - ____ , , . INT GLOBAL PROTECTION PRODUCTS. Ii ­ b, 5-1xr. 3�"" � (.-)­� 1. C�A� "m/1101. DA, 20-T75 . - I m - 0!0 '­' - -- L - ____ ,eey, '. III +f - ------------ -,-------- ----------- - --------- ______ ---.------ -------- - ____ INSTALLATION -DETAILS FOR LIFE SAFETY PA . I IN_ TQ_�C URED CONCRETE OR CONCRETE BLOCK STRVCTU I RE5 I U*T*#G POURED 114'. TAPCON EXISTING POURED , ..*. I&KC. Ex,!FT.r� P",Wt,C '44.6 TAPCON EC Ply ." ­p . 3' � tow-ti 0A AWCHOP # 9' DC. ICNCREIE ('A I.W."T" a 12' :'' cow!141i ON. 1. ANCl 0 IT 0 C CONCF111I DR I CONCRETE 5LDrK >? iq' CONCRETE 11LOCK 'r : : C10"C'"f7t E0.1.1c �"{ ,iCONCRETE 1i ; RfamED � Pf(:A-N-CD f � - REOU'RED I i� AE-­­ � i � � � �'�l , ;__ . 11 ij I � i� � ! L ',?�' A I + ' 1- I � I, . ;j___ it. I , � . , . __ _' 1 12' . I I (=. - ; (­ �. ,I �"�' , I . - 112, ." = , I - . 'I"L' ,I 4' " 1, , ' RE � , __L I ' ' I 1( ,� -_ _ - - �;I! WA . . . . . . FLAX_ I i - � __ . 4- MAXVAX . �'!t_=� : '* 9 ; t , � :: . ; � i � " I . I 'j* E�. I C.0 I : � � , .. ; : � . .1 � : ' �' I . . � i�' - I I r � � J, I t __0 I I - I ' __ I , I I . -I ; " t- � . 11 i., _e'�- " 11w " 2a I � - , 1) .. I . : I I . . . r 1�1 I I I 0 W. I : I . I U i W I .' I I 0--KPARAT" -1 :� i I SEPARATION -4 1 1 i It . I I "llimi TO ITS I 1 I 11.�_" ! � I -Wrq '-fi 'D '�' -DnT*4Q " I T OLASS i; I 1% � ,.LASS ! " " �� ­'! I I mn -A i � I " I LSS ! t . . I �'._ -f , I I I ­'_­ 1 I , U,.kss � � I I E:%� - I 11 I '�'� ,NreAP- . , 7 : I 1� i I t __T_.' 41 1 1 � - '-C, I I : It � I ' � i 11 i - I *➢ 0 . ! 1, . t I , I I I I I I I I 6- P-ME. a-G-� ; � I M" , `L* "" ,. 1. I I - . I I, ; 1 .- -L LE- � I - 't , Mo. IN I : I f I' .All, 4 1. � I P'W,L Li - I FAMCL LENC1H " i / 1 1 1 1 A . . ' I ' (SELL ELEVAT" It ; I �%XE aii � (SEE ELEVATION 0 1 1 (SEL ELEVATION, I I ON i„ ET 121 1 ! ON 1kmE­_L '2) . " � II. X ; 'I on s,-m 1v 0 'j 1 1 � ON w4m '2) 1 11 , * W., I � I n- I EPARAT04 I K It ! i - " � I 0 'LASS . q io GLASS I 1�' I �� I � .( , I I I I I ! � _ I 0 11 � I, ; I � 1, .�` I - " � _1 _- ,-- , i 'A"-7- : � ­t- : ' " , I : 1'�' �� ; f I � � L12 � I 11 I : " 11 : � � 's . .! i I �1 iT ,,Jo. I � � "j) " I ­ : I � L - CO - : '. , A 1� - : I E 11.6 . /D I � 'I 1:41 I : ,I "'�_$ � : I , t . I 0 12 Iff = I . ­�.' I i Is . W . ­­ I I I 1 I ' k�l_ I . J� 111111, � C-4 * I i , cc � A ' , , . t , , 1:9N'aa . S 10 --I ;6m.' - _ -1-j I I "I'll, I ' _L__1 , 0;! 11 - V_' : ' ..- +____:711 � I "� V c ; Ac"N I '�' - . -;I' 0 1 1 0 �2 i II)l C4�'. ... 1 4') . , . : i; I tj,-* 7AKON - . - /.,. TAPCON . :/4-t TAPCON ;� 1/4*. !APCON ANCHOR 0 2' 0 C AW-"OR 0 11' CC AN0,00 * i " '40-04 0 91 0C I EXISTNIC P"ED CONCRETE ,D4 "Sl,N,: PGuRED CONCRETE 00 EXISPINO PIULACD CONCUR OP i POLPIm. 0.41VIZETE DR COW-'KIE filki REWFEC co�_RETE li AEWRLD CO-ACRIFIT 9LOCA REQumm CONCRETE i Kcisi'm 1LCTLQh,_R_-tA - SECTION R- SECTION R-28 . WRML&K PANELS. 9 MOM&L-123ANIL 9 jif"LAF PANE ID LIFE SAFETY PANEL i ! WALL � 4-QUKTINIGS W&U-MIDMIffillo i I S�L' 318-" SCAIr .)'�'m' " ""'L'701111 ...... I '01'�'%?' rizz ""'. '� "� _'_ ­ ­ V.f SNE IS 'r' 4 1A r . _FLcft Amcl Tft "w. - WIE & sll�ull tllw • ­__x_C1I5 AIrL W`P;`" I'Doo "Aac dVk0-G_ - - __ _._ .--- - . _.. Ou- AMC'" SP.C� AN 0 i4th-1, .. _�_._ - _. �__ _V_'C� -&-) I - - rml Dsup'" Am 5 ' .1 3 0= '"CoAr W.M,kL It' L D. I" 4�N 'to __" 'o'­"' (") - - - Sc+lli i oc'-Al S`Ac"c ­­ 0­ IWA _n_-1 _�1 a, volLm-4 sftc.� 5.041% o. Ali BK 90i Ill "i sc�cov-U IN, 1K 1otLcN;Iipqc I.Cv-, fol, .16 optwm TE• K PC L. I 1/7' o� zat, . or-NmIc. uslmo I I ". ..' j= ='.' C 1'cpf� �' . . .Ao I ANC"CR -fP( DN � SC�U� I � 3 -/;* --.-; - . ;u I I Fxi � I -, W','I' �L­ I—- ,PED '01k .... .�. ' I 01- " �� i,j\CENS --:4 , ? -, (O '�' s z s = ' NO, 44167 ': % FLORIDA BUILDING CODE (Non Hi Velocity IiIi Z­.) = *. - - - = . 7 * = �t, " ,�_ - 1 24 GAGE GALVANZED STEEL STORM PANEL 1 , I, ' - . __ . I s cc � . - - '_ - - �1 - STALE OF • .. ;F ____ - - - � - A . 4; C I ' � .... - .��'l �R -11-LIE C 0 i d S" ',. __ * 37�__-�. , I ;GLOM PROTECTION PRODUCTS, � , , 44*G 510 S' SMEO ...... I � NA-Vle�:�'/-_­"' =m,r-a i 20-175 , � , " , i UNCIAtin"ANNII QA'%� AL ='. t ""'� ""spor., . . I - 1-..-.a-- t-Am- '. W-"-m, 11 ­ """ - - - - �-�-4 I - -I - i - i __ I 'E QLA,'1,`GmRm/Dm ", u-II'Do"'! At _rEjSI_A TAITT, - . . m- I I- - 4- 1wr q of ,a I - - - - - ' - ­ - INST441A.Tip-W QOUAILS WOOD Q_STR_ VIEL CTQSAFETY Ei � " INTRVRE,S ' ­ - W= IWArAli RECual - --I- !/4'@ TApm* I I Y I ­ - Ijmc"� a Ill* Dc I '� I ' 1 ' �4'i� 'W�Vik*_-. "' '2.. 4 " ___ I , i=� - 1/2- I I 11/4' - I 11 � �27:�' "A" 1 2 . AN 1 I � I - - w., , 1, , 1 I I f - . �� _. I - ' I I I , I � .- t I I - I � ­ I ZLAss 0 . ia.'-a�o 1. I` ! 1 : I4 1 lo"-- � - 71-r) ; -4. I . . 1 . MAd' I , 11 T I . PANEL LENGTH ;: . I (SEE ELEVATION '! I I ;; - I I � ON 5i. 12) 1. I 4 1: ­ ., I i I �r -SLI-IJIMIGN .1 -0 I I o cl_-S! . I I . I -1 � . I t 11 - I ; I VII 1� �1411641�� I � ji i � f , q Vf sc I I , . I I I t , I � I � I .. ,/A'# PANELWA7E PLUS m4cw % a 12 I/2' C,(. ALTERNATIVE R-3AW lmisTINGS F'�X 1,8-1' "i , 'NSTAUAT'4144 ARE ONO IALID FOR MAX, #SD DESIGN PRESSURE RATWCS Ip*.I) AND ;IANFL LENGTHS AS PER ELEVATION 04 SHEET 12. Y FOR NEW'WOOD FRAME C044TRUCTON WOOD MEMBERS 10 8E SOUTHEERN PINE No 7, W/ SPECIFIC DENSITY OF C-555 OR EOUk- . I ______ __ -, - ­ __ __ - I I � ! j r- WOOD "CADER - kff,J,RfD I � � I s/4.0 TAPCON I I . 1. I ANCHOR 0 9' CC I , -, , , , ' �' 1 'e�'4"�x t:: = --'"' � - , ', - I , lm.A � N Wn I I I I I if I J� L- I I ' 'ft q � I : I i - I � ': -.=' I , I , .:� , I " � QA" I 1151��i I , ' I 11 ! . I _L "A. r � � I I I 6- pANft'PW- I 'SLI Li I : Iel t . " ! . I 11 t- .. ! . I ; I i - ]I-- SEPARATID-1 _. ; f I 1. It X fQ_ASS - ___ I 0 1 I',-- r- ' : 5. - I I I I -4 IT 0 p I'..-- - E , I � �; 0 12 I/r 01. I : I I . 1 T '<A"i , � I I- , __ 1 _1! -A �'.A* WOOD r- � PlAtt " . 9 pro�WRED i ! L ',4'0 0ARELVATE PLUS - - ! q i I : ! - AK..C-P 4 12 1/2* OC ALTERNATIVE R-38W 9_LJFE SAFETY PANEL - - I ,; A T Ii z ;/'-"' i i 11 .... Eks�.. '.� � .t � . . - ..: o. 44167 FLORIDA BUILDING CODE (i i Vsloclry Hurricane Zo,.) * : � � 0'-.:'Ii " F '11�1; * : in m I . F OF, ,Or � - 7�- - -­ � , V, ";* __ - 111". ... I. '.o "',/ ";I`4�'c-' 1 - �_ � - ,,r� 1 - ' I , 11LIEC011i \ �_ = 5, Tit," fi;Tz; � VNIA0110100 cowzy al - 11 � _��ft AN: .- 1-101-1* - 0061....- 0_0067.4 _." . 11.1' I Ff PLORW � I, ­67 24 GAGE GALVANIZED STEEL STORM PAWL GLOBAL PROTECTION PRODUCTS. LLC. .4= IL. S' Infln WAX. "I 3111a PNo.L �".Am' Y.S. I- M.Am-em Lp - In ./r/mm oAR 20-175 DINNINC � - Won ,. Or L' I . .�� . '�' _1 f ` ""m , ,�� I I I - "� .'.� -, -,,...- it ....... = j , I I _' _Ii Q) Q) C_ (n _Cz (D -#--# -0 > 0 A0 A =3 a.) " (D 0- Ii = _0 0 a) 0- 0 Ii = Cz -0 n . 'a .4­, 0 W a (n a) := (D -0 0 -0 ,0 = 0 O -= a) 0 0- = 0 3: = = . LD U_ - Ili -f­` '+_ 0 CIO > .cn U) Q) ;�) . C_ Ii Cz 11 M _+­` ca- �-- -0 .= C/) < JUL 2 1 � Virtual Review Assis Review Completed . 'r*A In ar' lance With the 2020 I'BC r Debra Anne Klahr K2300 Pproved 71h Editio( 900% t1m. ICD +--a C13 > 0 Ci c- cL Ill (1) 0 = = -0 m 0 L) CD m L. (f) m L. co Lij = < Z-7 z < _j li SHEET NO. I A+ ; S H, � , 4 EZI/18, II -I _jkha"Eziw/riI AlIENAIN' (SLIT "�CrkNe E21 dr ALtERNAwN4 E3141 G. 5�£ET ,e) - )' 4a, - ARq I ,. 15Et rr0•E 71 i w/Cot-9 µ,It -1 f L4K S.uS r-.�-�_- _-. .. _- ___ .. - -- -. n ;7.END 'c ,T_ - r a: - - --I: -f--ram f l ,'..u,v.,v T-- _ -_ ,- _ --!a- . r. ! r 1- .f " i 2' i I _j 0 . , i " `n, _- "` R- I . - - ,!) , , I T " Af 1 * j * 1 I: Algi o 1. µ 1} { -- ,--�-i+t-r -1`-- I y: I I�-r•--f-r Iy-I , 11I : : r rt- T -1. a .1__1 i _ I-. L.L JJJ;_i J.J_ 11.1L.LJJ.eL..L.._1J111 �J�L L JJJ I:. 1. J-'I_-J._J J!i ., __.. .__ _.._... _._.._ ., .__. • m . . e _ -._ -_ ._..-.F-...---,-,.-.-----.------.-..-........._ _... .__ ...............__....,....._... 1' LMr. I_ SF.3 "on t - .4, W M.,., r 1 s ( :. 41r• Aa:.",.ORS -.. fSEI ',T:7TON E71 A A. F-U`ATAA EZIIA es fTIEL 10; - LZ1/18r EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM_ PANEL .a SXTEM ( ) .Ac- MAI, GAP 1 , I In r , r 2�CTON A -A A 1 N ,,, Als it w 1' ,A?+�ir�' �,.r+�'�fr '`f v' i'�1, P -s I L1. 44157 t * *� STA.TE C/-' `y 5] c 1" ' t�r,1J x�ygSy(Irw HHnIi1'1 ] .1 1: I ENGINEERING EXPRESSA PRODUCT EVALUATION REPORT Seplemnei 15 202C Application Nun/vat 11k9„t - R2 FX Project NtmrhDr 20.31543 Product Manuladurer All American Shutters and Glass Manufacturer Address I W Donna Road 4'Vasf Pain Beach FL 3340N Product Name b Descsipium 24(ja GaNarnz&d Steel SNltm Paueb Large Ovido Impact Resistant Scope of Evaluation: - TNs Product E"kastion Ractoom, tieing issued in aLxxNdance with the reglara.•risnts of the Florda Da, rlmP. rN of BLrsrnecs and Professional Regulation Tlurida Building Comminiatonl Rute Chuptef SIG20-3 005 F A C for statewide acceptance pef P.fadlod I(d) The product rioted aDa+e has been lasted atNlfa evaluated as summisitzerl herein to show ctmyl8ance with the Flonda Blnaying Code Sovenn) Edition mR (2020) and is. Fat the purpose,ended, at least qurvalenUI t that roq,a a1 by the Code Re-evaluation of this pniduct shall be I equeed following perbnerd Flevda BiRld,nig Code nodlhcations. or tevisoon3r Substantiating Data: • PRO UCT Y tatA ON DOC M NTS o n vE A .-t 1 - - t - "1 , P rl - - H h P / E. ...awe D2(T3 543 add-24•a �aNanLzeU STa�I .mom' a Pis tlVhf2AP2-3r VHAr s N-ts _ n0 J l p,epated t7P Eng,neefi g Express, signed 8 sealed tF, Frank Bernardo P E is an Integra pat of tins Evaluatiun Report • TEST REPORT S S UnIfUnn static sliucdual per bimarice has Dean lasted lit accortlalN:e with TAS L lest standards W test r -A If- 1 i rT Ince n s 1aBT SG (10 B acMale sib 'p'o i) DY rig Large mis s ile, Impact res stance aid cvcNc loading performance has keen tested it, accoteance with TAS 201 and TAS 203 test standwils pe, test ieponisl DOT-ASG-77-001 L,v Bleckwapir Testing. Inc • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering c-aiJtanrme have been prepared which evalualr the product baser: on compirlral]ve and,or ratio", anoiysis to Clualfy the following design cr,tens I 164RAmorys Allowable Sparlil 2 Mimmllm ANCMrah4e Spoils 3 Mr.,rr~t]m Glass Saparatlon 4 Anctwit Spacing -,_._ .._..-_- Iti❑ 5W IE"' A,ENUE SUITE 1016, DtERFIECD Bt ACH, F,uv!OA 31442 q,9,4 354 (T660 1 f8665 3KJ6-9999 TP:AHO F NOlNEtakir'EPPRE68. f.'.0l9 F h(1INE.s AINGE,,PFESi C04 :a II Iti �;;IF'y -I I I WERE �'e' O A i. .x i er I-_ Jr1rR -n M L_1 1'G IT_FT a, d1 ( `. , Af,..:_L :I- _ .I'L,f _ tC n f - :.: I,P.. _.. NQi L� . A . ' A J ,Y, v ;:.J' . ...- ­Ijr WA 9. 1 -_ i __ ,... - + 1.11 J •P t r _ ,T N1 :F'., M'.... ..,t«. \ . L ­- �_ ___ _ _ i --- � f LCRiiiOE BUHHUII4G COGL (N::n High Ye1,6+ Her,, -„one Z.-I II --. 24 GAG{ GALVANIZED' STEEL SIORN PANEL 1 �. 11LIE C Or.- 'GLOBAL PROTECTION PRODUCTS, L!C �',,./rlcn- ',1J1. R�TTi+Mti rVNC C-aw wE ` - - -s 1 20 f ., +.... .a1 .-... .• . r, a w^v. Y - . mP- CA onaN7 E^ .r•1r•rr4• - - AI AH 'W. I• 1 u I1atc. ' of All Anwrf,:a1t Shtlncn and (Nits, -'_aya Gal,Eanized St vl tihum Panels No 33% increase in allorvable stress has been Used in the deign of this product - Sefiaration from plazing is not roqulretl lot Installations oulsvie of wYmd Lone 4 and essenl,al facllthes Impact Res►stance: L,ige Impact Resislancs has been demonstrated as ewdanotd m pteV1O11E4 aided test reDnrt{s). and is ai:counlod lot in the otr, neenng design (if this produc'•t. Wind Load Resistance This product nos been CiesPgnad to restst Wind toads as Irldi"ted In the span schedulti on the vespec,ove Product Evaliabon Document It a erx.WwO-hq drawing) Installation TING ;Xo dud shell) be Arstaked M strict cnmpNarI,9 w4h its reapteclrve POdurtt Evaiu:abnn Docrm'rie nt G a t]ngineenr'ig dia") along wiln 8N Domprlffer is noted thOfein Product Components shall he of the nleiet,al specified In that product s respective Pioouct Evaluawrit Document it a R"gi teerIng draning) Limitations & Conditions of Use: Lne al (NIS ryvducf shag DO in Suitt accordance with Ina, respective Ptrldu : Evaluation Document (I e angrneUltng drawing) ad Noted her ern AN strp;mitin} hrlst stEuchirRls shall bar designed to emst all s4Rlerinlp4Ystid beds and Shall be of a InAltifial 6sled In tN% ofot( ucf's r46pecuve anchor schedLde Baal structure ctmlltians whlCh ale not aa'ounted to NT thm plrnduct 5 ie,Dectrve enct]r4 schedule shag EIe dis,gned ttN cxl 4 site-speoflt- traits t7v a regtstw.d prolessional HngR'ieet t r- - A errcontamination al Aii m e wApermanentlymstaFled snot be olected otitis. _- onion d Components which me plln W against Fiot h d m at 1 at SirD a � times This product has teen designed lot use wdt•in EIM Outside Ure High VeloLrty Humane Zone (HVHZIi RL. .1rl ,VLIII\ 1 I rant. Ncnnarllo. iIE ENGINEERING ExPR€€5't 1,PIfIo46g4w (*cr1 AHfh 9X84 160 SW li-" A,ENVI SLIYP 11)(+, Dft RFEEIo BEACH, FLDRIDA 11442 It 9114) 3 54 -0660 a d866i 396.9999 TF..,ih ENGtNu RInGE:'+:PRE5<. Itk ENLFNEERINGE-Isfis Cite rm , , H•. • I", 'T- II " •" `E 3 J L1-'l/ II 6+ i �,. 7 . L ram: It ___�,__ . YAV H AI- N1I _�__ I r N W 3C „ /. N M � "_- GEAirN •SUR rK>ulR yLR1Yr4+ _ _f r __ �'.�1�� - Y' W r. 4. •L'rtK (,) N ,L P0UN1 U . .A 4 , - . -... 5=C ]HI _ , . --r. / : ... - , ail tot/ 1-1> 'a F_ S-"�`I a.. / r ,1 a Ls , i IFw< ry E� T�' . :t -- cn•, a. -7­Y­T K { J F I- o r 'i 1.5 'fl -L � L..- � : ­1 ..", 1,11 11, f ,; E�CS '_Ire__:.: cc ,: -1yr -.I 1 ' 1 I r/ f 1- •-- �­­ :LT r • k 0.,MiH,s,otYa} YWCi35 %a_'AEL _ INSTALLATION OETAt S F R ERIEl 000 E-Z HANG STORM )ANSI.- i iNT9P0V Q.._CONCR TE C(3. ECRST 1,O�tS ANp WQQQ STRt) U r'-la, P--Lw.i ' -- =' tiles,. i-- I _ 1�: _� I -APE,_... ' - d - - .. tr_ - I , t � -. A! -a - r, q - F 1 r i •P 1,..t:i�--. � L.m: I 9 a - i 2- i - __.._._. • w„ J:n rr. - t e u-Sr;•ARAI- , .1i Id'8 f , Ni-i. aM ii siMIC, a TO GLASS i I.3s I Uf4: SEPWTATILIIN -1 )l1e'4 A:LwNLM +'"GK' '_ - t(, CIA", ' =WAPAAILII il:r , k P! 6 { I '`I iNC t GI�A55 0 f I 'f 1 l'NS.: f 7 ._ I L 0 f - ), 1 I ESnFs e/"� 1 NAx , • I 41 .,- fC#R"i "' B • i S..Yz1 .rw:rH . 1s-tR`L 10 n 1� I , U,w_. . _ __ -. T r. T I 1 11 •• I : i �M MHf I I I f 4-51,NRA-L --1 I a '- ALiL 11 1 ,_2- 2, f 10 GLASS I 1 "I 1 a--- SEFATtPC Al" ,yt rr 'ly 1a1 RV '� R TO +:1A45 rvF i R'J'S'a-20,2` CP L" 11 rHLINKREREW N I a _ , R 1 EL, - J r4Nt g'_ :/. �=' I --7. % i f Aa'cN Ak H R caT BCr', D Ci.D "L;, A u.lu:'•'NL(rLIRf C�CF of DUI&CD WALL M MOUNTING WALL-A-00RINIG 5EC11QN EZ I &TERNA71YE LSE I W -AL' T;'B-1• SCALE t;'9-'_ .. qZ-1111�� lt(/j'%, -.,....... .. ___,...,�.-._ ..... _....-.,........",...... S" 4.•?.LFf Sr # Crid'. [SA IS,JI_£:.: i'v CJIll'L tlMic'In H1 !w YGILc`tY ,Hv r.,l[. r:1 r'l er �I ]'.1IE;''i EL LLaIR * WIN, r-A sfi. LENC..-I. _ 9 '3 r w_ n C. 1 1NS7ALI%iICN XPIL t''N. 'r -1 a; :. r. A S D E•E� GN „M 2 -E' ., '* 't • - _ - _ _ s _ - .- � _-:::v;AMr .T. id G +•E rA!vAM17tl] RTE4'L T'ft0'ALt PANFL ; RIS-S E RATING 4p 6 01 r At' 6 UAX ;I + ;"-. prr77,1c` ANIL zx ,H i + L. EGO !Nc GLOBAL PROTECTION PRODUCTS, L C r JR .FEN N L_' �A1.f ,rV�TALIT' rfFi .- __ - - < _ _li�li r .. f['1rwc, i Can MCca- :Ju . - ' If1�17', ...rr 1. ( H: I `UAL 4 f __ - ._ _ _ I'. . ..__._ _-...........1 f 1_. iNe_Il ' ;__ „ol .-n q - _ -a - 1 •.. _- i �it Tint KC i CAI" r,nP ALL AMERICAN SHUTTERS AND GLASS D F ,,._.__ MAXIMUM ALLOWABLE "?° 24ga UAI_VANIZEG STEEL STORM' PANELS ;HVHZ + N(JN HVHZ)! _� DESIGN PRESSURES: "� I' I I.' - - ' - � - - _-_- - _ - - - - ___ f F5 NOTED N LE I' NI DESIGN NOTES: I SiDHa_)UL€s I To R "ITS IAkIlYSTEL, "HIVE r,NL NE Il f L)E-`z1GN PRESlDRESCAL=LILArELD ., w aT f-_... 1Pen L. TO TAPIR sF'ANI OR {a5E 1VTh !HI TEM SHELL BE Oft ERIMINED E'ER SEPARATE EN5INEERIK IN ACC OPLIANa n'tTN Try r N5 � GCI1,,fI AKIN i CO2tE eF -.a LIRE RV ��,5 RMINEO ACULRDAICiL 0 ASCF 7 EfPID .1 ;.1 «:' r= *Pr'L'Ni (':-F:1NN.., -. P Pr 1' 'l5 PLt .7, Fc I' 5 SECTIONS Ol S Oft IN ,'I L'N.At`TEFt _ r . T}1 F , -. THAN t YS 'DF E BUILEI-R ..3CE SHALL LEA - , .-x T r U ._ W> r (l q• r F P 4 Y A lyt N 51'' i:R E J L C . H_ O�LRVE F. • NE C E .,N THE PO F [p] P O M F P E. ERE1N � ^'f' ,�L'TTC#2At s. . 3, :Ilin T t L,LIST .,SJ ..$DRCt J+lAUES S_ Nr AS[.EMAI. ES 5)ipt':N i 1 I I r]q.`5 WITH Wn>`H E2C_' I 1ENEP 4 G n E 1421 I011'*1t f � ,n-,.LA,-0BID'SPAN0,51 I GENERAL NOTES: ` i� '�2i A PC6tiPIdL&_E r.PAN 1ARLE' ? - ;� X - I Tt4>SPKtFI ATTuHSA= SEEN DISrGNED AND 5M. V1L FE fAaAR ATED IN N or . W �, -r ray : ACcORCAACE,I'[TH THE EE$VEREMENT9 CF rNE tiDRTDA, 8UEO" P?DE � TN EOITICN '2C.i+) R5N LSE 1Ns IDS A31D OUTylrE a"IF THE HVI.Z PEP : CT son ­11 11. Idii I ElkI 1aIAHI).U)TFSi PNuie;A-O.S tY;11fTHACTC>e S!lAL11rFJESTi4ATT "-- •• n - '� 0 - �1 AND rgMrL4N TDAIL_ LCUALBU1LDaiC,,LoEANf TnWEIATS WHIG:H MA, APPt.`f DC TCN CPITtREA &1 y1DN0 A$ STATEG Hfkt7N M.4V kE"E EJi z T a ; I u. 'I w 1.jj[� ADOTTir NAI rTF SP¢ HI--AE,ED ETIC 111fkorG. NO 3.44,1 J'K, INCRFA&F IN A1.I1 WARLt CORPSE HA9, THAN h.SFD IN fkE �y iX � u DE'SION .IF THIS SY1,1FM, I "� „ I THE ARw HTTKrfEhMNEEP Df RECYHID FOR. THE PRO]ECT S'UPEPST0.UwTUE€ WITH Vf11tCH THIS GlSiGN 6 USED SHALL tk 5[SPOUSI►LE WR THE 1NTEGPVV CF ALL - SPORTING sURWES TO THIS HSK.N WHICH 'U Q - 11 SHALL BF'. CORDINATFU ITT THE PEtM1TIAG[Ix PAC TOR. t FAAA E Ir^: SIE CIPP; 5CALec ENZNEt AING S,SA PE It UPI , 11, St, z 11 IL y D[,iT[M MC'UM s 1 •' QR OFR TO O1A ATC t}.GM LOAD, r'CCa,CGnONO, OR Sth'y5 CpM'AE1CG HEREIN. OI _T THIS ENGINEER FDA ALIERHArE SPAT/ CA2SULAnOnS At. P _ - (CCHHY TYPE AS •. I .J..1-f HPT of 9t'QUIPfD rr -A:LK EA w' - RF.I'D) J.J_ -t 'Ir 5 f 5 eSKnrO. IJ�C]w SGE,Ie R'1 -DOES-IR-1.1 9.I.JRft 4TiuA FOR 45YE. mil.. SITE. MI SITE LONDITILAIS U RE'N P FRON rHE COND••goN$ DETAIL,EO MEP.EIH A LIGEN5EC EnG1NE£r". OP RECi`+TERE2 C� rr Lid 1 � $ S In Wl: O W H MANY aE AT T F _. A(K"Mml s.-PNFPAkc SIT[ SSEf Ir,C OOLL,MEH,•5 F,- ,rot SE TN � . t 17 1. B.G)TTLh➢ G6 IUITII ICN WtTM THLS DOCUr�Nr 6, OFSICN P'RESSLITE , H91-FL'. HEREIN ARE &45eti ON %%tit MUM T157ED Q � r.. = k a E, I TYPICAL VERTICAL h10UNT ELEVATION - PRESSURES uIYn(0 aY A 1.5 S+NFETf P"CR, LL,� rI''A 41F1'tl ppSe Tb i3F }!-X1 Lit r,RCgT[q 8a e.R jL. , _»{f $ POTEG ,;.,.1Y75E T ; LA a � e,, ! I ,e N I EIEVATTDN 1 - A4'1"Ilk,Mo Hn11HE 4DMIL'M 1'W €Ii DR +'1f1• tIWESe CORROSION MATFRyAL 4 D;HA" 1,C'NLPIL' 1vy7N'sPEC9FG.-ATl"NI �, a - Z, ^' }{ W,, LSrANT Fort ALJrr1It1M STH,rLT RES' SECTION 3 3 BY THE 4LJHIN,J'-I 0.dopict T1ON Q L ?G 1`t INC. N ANY APPLICAaa FMERA9• TAT[, ANDIM Lil !•i CODES. E•,) x T131 M(:IUr,l u a. a Au, STORM AAMEIS SMALL 31IAGA ST, #L t.0e24" r- t0eii.. TH 4E51 JP -rY 9 S'ORM PAWLS AS A' C ]N 11E- ICONS TY \ 1 A ? F t` , {�f N n./. La _t.Yi . LK 4 9 a0 C ST�L !AN 'N M f,is ir"I L l2 L,ATDIC P .6063E-1 •46.i F/ W PI RFQOI 1r�, Izu rraN L. AA4j AT H M 1U A;,.AE'1MINTH EA7RJ5,-0MS SNA:.6E W4}T6 Alyf/'Nur, MEa+. � UNLL-SS NOIEO st BAl-TOM l I 1111` . TA[ I] ItI6aDTTDPG1'TAA*t NGI•INMA`aELNTL NLANGEOMileLD CGMOITI OIAsATE, PANEL N-Y bE nCANITED VEAT` sA,..i O[c J OVNT I` 'C: T-1 32 "r1ACRETF ANCHORG N*Y§4 +t[REIN SHALL Ilk 5Me� S -e 17 C.ZCR lr 45 A"LllCM2RS NO i TY d, I .eN 6 r r - NDN_CRAI. KED CONCRETE ONLY. ERSIA1l AIL. COPIERS EAR .NORb PF.P I LJ }. P, y p yy� � � 4S R[sTC*3 t cj III. IVFMECQMR5I;TOFk RECOMMENDATION',. 1J. THE! ONTPACTORIB RE91G N5iBLE TJ iM$1MTE 4?T PPt„-TE{x ALL � S = e ._U1 �.--- -3 FU,,: 1`f, "� MEMBERS FRUM LI�IMtLAH MATETL1AI TD PRE'ANT ELEL�RCX,i'SB 14 EIIGINE If.. SEAL AFFIXED HERE TO VALIDATES STRVL_NIUL DaIGN mb . p{ A h"x 4 PNpMh f, E fi Z x� - L+Yli9� a rsAr ':rdt: r'r l 2. I rA g tL \ n N N f TH P CA Y 'I`NT Z I SHOW O L u9EC4 Lis SS TION S L. RAr t5Y A 1 S? G [SST A IA ;it LE *L FEt HARM.LEIA. if I RESULTING MATERIAL tAB ICATI LE'GAt 1EEa 6 ERECTION. FAaRIrJLr1DH SYSTEN DeKTlon. b CONSTRVCttOH W1f'Tl.R6F,OND nuiT 6 OHr, R UCn q FRC'd4 i"ON 4rCl>i� �+� 6q i '�l i !t 0 R $$ g 1Fn+ "= �111 TC7P W_LNT n IS CALLED FOR f- L•OCAL, ST.TE, ,N FEOERP - 6 GROM ! E 0 IY.HH: t Q)r4F1 TYPE 4 RF4''Dl OraAT10Ma Of THUS Pi iN Is eX:6TASeXPA�L-PMV!..OFt MIRCEII, ItL A_bfilch,a � '� `t glf� i r=ENT]mtCAT1Gh5 JPiRlriAa`ITFF {RE LNTE ND EL 16. ALTt"AT10uS. PDuTT10u5 .R Qr'M 6' MARKlNf.., TO �MAS TS'�hr"EM Aft riOT PrmHITTEEI A45 DfiftalCiA7E rn _rn BY11 ihOM ; I 'a1. IE /{; iiIY[ - 5C'. �.Uf Fbgeryl +NnEu Lmsv '[SPAN BEI,S,1W 1 ^.( .. 1? PANEL'" 9rIFLL Ef'ERKI NEN-I la4a RE, CGHT.041"'I; THE,FD I*nN Al MJ-11H'_M _. ,AVE'4 YIN ar aFldAtM,S'TC"+ met"Al �NpEP 1 -- � t BN � r i ;i[ .. 0 T'PG. AS RED C7 1 ".30STRUf, T1 DPI) [ a-`R'iFasFtI DPCL ASC WE 1 PALM BEACH 4 4 -� E@ 11'ANEEa MAY aF NOi IHE D A5 REQUIRE[, `:1p119Jf1A1 y' LD `iTf CM I - -ONTCED THAT CCNI4ECTICPr A+A6 BOLTS 1VITM WA_9.1ERC•Ll WINGN.7f5 FASTENED iA. 01 r. u n TAi 2ci 'L 1P1 nit eR.:.erx_r AxeF of A• NL r.9AF - - _,/ I LTr4tat' •mwA N.RIKPPR. 20-31S43 -- AN .H,ARI. ARE USED tAHit:H 3AT[aN j SPANSABOVE tL EELSW `ZiLBI tX11014 OVERLAPS C MFD5PAN (USE e- APPROPRIATE SPa74 T AFLF1 - - - I VISIT ECALC IOiS15d , I@ {P--- - -- - t VERTICAL MOUNT ELEVATION W.:: I_�;�11 •J z NOTCHED PANELS Ml ! 5. • f.• W at BIGIF$IIri1PIBb ITAWF V �nM, 94S nA MNa aterxP'ce+ -_---. ---,,.N .-'� 1 NT.S ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE! SC EDUL _,au:-'t =ANTE= N , . , A'• ..1 ` rot Ni - .IY d i 1.:: A. P Y N "Iti*.>• 4. rJYAhJ I M'.I 6 . I "I ir-.GM 1.*. r1Aro + AN, IT rl.utl ,AM 1. .11101r'. i111e1C I ,�,- :D,t ,MINIMUM ALLOWABLE SPAN SCHEDULE at TOP UQUNT i�, , �. '5 I T__ G .11. -a".=Iti r -_ .4 - - P 1 1 , _ -'. I ' I .M r ot 1 z1 1 2S' 2r a D rf l` _ :15 E V' •I4Kacr - 0 2y" _ ?- i r 1 7 7 3 :'.5491,a1' 3' :Y 7C' } I" Y!' _T' TC' „' })' Q fAAibul T'T•A r 4' i4 )L7 4 7 Tr a6' a Ae YS .R „_ I A':A s 3 t' SIT S0' # 9Cr SO' S Sir 31 55.- Q SLIM Mf.AAellaal _,,y7Y' sS 'd• ! 2- ir' 719r i)- S 7' Ir' }} :F' ./l iL iI_ F- I i icy 1A :.are DN'eLT . aJ• Hea4u�1H Fs I tr' b• +a J(r" z'3 ad 24 519' <S' 2V - A6' �' 2 _ Ar 3V s' 7 rot ,_- A 11` T- anda '/ _ 1r to 7, M' FA£ _ ear' 4 a -r te' T 6.. .�._-�-'� �SAM wN11.Famra 23" � ,Y' EY ,'r. .' ••4�" 1 ••, r"" .'47 -1' •''fr It , 1 ' r r IltA �' EIT E4' 3T s'7' S ai SY 1f ,7° :s7' YN y 1. s $3 X, 9., A - ,;zar'Y '> <y<y I i. ?aIUTAI m G 6" �� rH tot r 3u •2 x W ? N ;�§ - W q N WO n H V V1 Nn.,t�. .. rot,M..." � ,itvr, A Q F__ Q . I - -1 ,-,I !-. ­­�E _­ -1 - - ­1 I- 7 - ;� � _- ;­ . 1-11 - i I I , I ..,a . }`1 h ---' '" ---_1 (� V^ f ____ I. ` r, - - -G L / ,v )T �Ll t_ -- I - - , ,At:' "'I ' y1 1 i 11 I � ......... I I ! ,, II ! I - I: 4� .. _ SEPARATION ti SNOTES- '�L,A _ �E�'ARATION _ !\ *1 I! Ir F T - l .Id L •.E ry 11-, ,, I L t , -,,., +. r r l e r r o- I Ifs - I .: 1L I'.. € EL f P E .Orr, lr u, r9 � '-- -..., - ar „n -. L .. � �_X _ e _- -- ',.,'�.­ .� . . _ i __ L ��_ __1 _ OPTtOIJAL INTEMOR FA=,Tf�NING_DETAIL I�_ N 5 _-._._ 1 ' i'1' v. w I. a _ w w t N yAz Z T ^ T 9 1. G, -. , � ,, n v � i � c 1^Np A0 IDEA 1 Q' W P AAICI 2: J - , e _ v `At i 1 I j9 2 {1 SI$I b . t tE � i t �r I f Na p F . R JJIi r 'i VI "I'll, Wt ill IN: z - srraw�m.t. 20-31S43 .. .: . _l i lL1 _ �' „ , •- - I _- ,. _,. N:Gi rH`-_rRVPT.TOM r'��OPTIONAIL'EGRESS PANEL DETAIL -._. l !NTfR9(.%; FASTFfYlril'r '"- Ev1 w.54t - tAA: -� r z.zRl-y oa94" -W'-_ .aT' , •. + I r 2�.oD jIT _0-50- `-is Aft o,_ I -� D os4 R 0. 1" i � X 61s,e M 125' T p 0 125` N § 1R GA e § ,1Q2 $O �.,-,�-­- � (Al- -. T� 12(0 TW TYP - P3 T �1L '" rfi O7r .,.....i. e, -p� -6 -0.3 1 D94" �2• t 1s,, 6 43P i 1 93A5' �O.G§ ,._ R:7' L-'{-O.D52 375F'J S': •'�� -11 � r0 Lis' 2. , L- ' M J ey�rl ( S 7$ - A10" I� r,-(�n A,- -�a dil^ `� � "'•I 2�DGG" i` � 2 to,- i- rYP W 7� ["A uiI S 121- ] 111.`N AakR ` `g.Sk&cn u' tfi,tm (D A'L- Cjf� +-PIn cLCEirR( 15,'$],L &L 9.0u - ry f 13 'f80"MAX •S.}l3`N67I 1 SLL 1560'i_-•l:.-MO" --F c a D,)6s- L ' D.971. a 4gg7 0 176'-1 i- (' 2. Ems. �T3' 03 � e z I-- F� a ( D.IN• i -65_. O 19U Ob55" 0.190 iE- t 6k4� �6. 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T -� SSE '2.5 it S o A• 16 1L 15.0 los- 12.5' I 12.5 36.0 1 0 91' I 9 t" 1:, T' 1: 5" S6A' •A2 15.0• %1' 71 S1 S ]4 .I L2.T .64' 01 S S' if o' 9l-IM •I4'r M1 ! He' 33 1't. 5^ I- e0 7-• 7 12.5' 15 5 60' 1 12S 1 I3A' S.3 S ,LT SLY. 70" ]9' 12 s" it AD' .. 6.:5" 11 .• te" , ' All 11 .r, e4A.•, A, NOO( k.,,..c 16 it.5- 154 19" 5.0- 6.25' 17..' 7 4TY i'5_ 12.3• 4.7' 41• Sp /2S 4 <S 1 2 �: Ai " 62. 11 A 4r 7 -T3" 12. • 3 47 SET' ]. 4 4 C 911'° 1: 3" 4 " A C" ANCHORN T NOTES: )M,r H,]R S3iE LEA IF A' PR (Fri -PI DHE 1 GU PFL TO L ODVCTS E HERE N BIT CYALi nNCh'IDES M A F AXIMUM A1DwABl,c ANG1OR SPACING M At MUM AUJwABLE 7M:N5 AND RESSU RE51NEdCATED SF tN. AN SQ1EOU1F 5NMl1 APTLY R AHLOt 5 R NER EXISTING I EME ❑R OfEDULE B SED Omr FANFI FASTS SpnC RrIG THE .5 1NG 5TRLCIulEE MST r� Tr - ER1AL A AP/C.L'W n'PE STELE. CESIGH LC1A0 +�R EAlHt irM.H Cfa F. AI. J >.ATiVE DESIGN 411 NF (Y R 1 -T • T Lc14p N 5Mf]iE AP G 5EL6L _AAN GPFATE0. MAN C7R EQt1AL FQ SII17TPER SP4N SELECT rY w A CC4YNECTlG71 PE aASEE1 ON A. IL�fUA E M3tY1T11NG •YN'L1T71CK4 9EF 1401NrTi i-3Ls OH SrIEfT 2FUR QENITRF7CATT IJF C(AN4FCT tDN TYPE 1 PANEL FASTENERS" N M(_T: '. RTH F EN 4RE STUDS USED T COWU iCNi N ALI.. fADUHTIPk; E'E7RLIS10f4S I'P' rRACX STUO[TD ANGI.E 571:I LaSt 5 25O CPANEL FASTSERSPA13NG TABLE vALUE5 E OR ALL Tot'gK1'U' HEADERS (INCLUDING BURUDUT ArolTtd'ti) 4 ANCHORS SHALT BE'N'STALLED IN 901ORC•AMCE WITH MANUFA.�DREPZ' kECOMMERnATt CPS.. 5. i-KiLu ri DLOCK M05T STRUCTURE SWLLL CONFORP. TO ASTM CW BLOCK MI dM1M EIABI: ENT SHALL BE AS P407M 1N A140P001 SCHEDULE MINIMUM EMIIEDMIENT AND EDGE OL.STAtICE EXCLUDES Si1/CO3 FQAN, WOT AND OTHER 'ifA:l N6HES WALL FINISHES SHALL BE UNTIED TO 1/4' MAX On SHALL BE VEP.tFIE' BY OTHERS TO ADEr+t T EL, THANSFI _OAHOS 'T.JHil- 5TP lCTLRF eCONCRETE ANCHORS NOTED HEREIN SPABE FMBrODED TO 1N fRACI�D SN2RET EONL Y 9, wHE RE EXISTING STRSIc:iuRE L5hV00FRAMG E1gTtNG [CN3P5MAT VARY FIEL D VE Fl THAT. A E IF' R A ri T F R1 Sr PEF� O TE UOD FR.il4TPYv t4FMBEltS NOT PLYWOOD. ASTENV,? CR V TO FLY'N C I At.(r'PTABt.E .4ELY FOR 'A 5 f0 CLJW R E PEE[ ' E E1s 1D WHERE ANCHORS FASTTN TO NARROW FACE OF 51UD FRAMINF fA51TNER SHALL BE LOCATED IN CENTER OF NONNAL 2- X 4- (MIN ) LVOOD STVD (1,' EDGE DISTANCE IS ACLEP?ABLE FOR WOOD FRAIMING)- WORD STUD SHALL BE S0VrHERt1PINE- G-0,55 OR GREATER DENSITY. LA,SIEw' SHALL HAVE rYR LIPS PAN WAD OR HEX WAD . 11 REft4QVABLE Art. -HORS ARE DEWALT IPJPEU•MT, ALL-POEMS5WE> SE- a BRAS BU9iefG L MAHIHESJEYS SHALL SAVE ENF_.EMErROf THAEA(151tfrD THE (SASE AN NR AND MAY HAVE ETTIC+ A PAN HEND TRUSS HEAD. OR WAFER HEAD (S7DeWALK BOLT) U H.O 13. MDBMVM E11415EDMENT AND EDGE DISTANCE EXCLUDES 379 I DR. OTHER YAALL FINISHES. 14- II --GNAT ES ANCHOR =40111ONS WHIOI ARE WIT AOaP7ABLF USE:; 15 5k OIFRCI MOUNTING CDNOIIUON5 LE LINEAR ]NTFFHF LATION C5 PP1r PERMCTTEC' TOP USE wlr THE ANCHOR 5-'HECNFLE^ U5TED ON THIS 51'tV Awl 731504 1 W Cll C_ (f) Cz W -11 U L_ Q = � � C-O C Ca -0 CL � j � C =3 CZ CID Fn . ja O O ^^ '' W O O O LL C= O > . � -0 L O Cv L _� Cz I -0 S� U) JUL 2 J Vi tual Review Assist, In < Plans Re fiew completed and a . pr ed r compliai by I ce with the 2020 FBC ebra Anne Klahr PX23110 7th Edition Wfi .n... (3) (D W Cz 1 I � r, ;Nmir (^z V A-..4 U L� 0- V W 111 (p) L co W Q z z Q I a - SHEET NO. SH 1.5 I I I I I I 71 I I I I I I I 1 11 1 1 1' 1 1 1 1 ... -A I I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3,8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER _ 1) SEALANT AT 4) SEALANT JOINT " WINDOW BUCK r0 OUTSIDE EDGE OF ' MASONRY WINDOW BUCK ' E. 2) SEALANT JOINT 5) SEALANT FROM i INSIDE EDGE OF WINDOW FRAME r S' WINDOW BUCK ACROSS WINDOW BUCK - "• AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) T00LED SEAL..ANT REQUIREMENIS BEAD BRIDGING CLADDING AND WINDOW FRAME --- - 3) SEALANT WINDOW FRAME TI WINDOW BUCK ALL THE WAY AnOUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWAP STROCTALATH TWIN TRACK 2.5 14" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEAT WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER €°ATI1I, t( F:FSISTIVF. -- WINDOW UNIT FLASHING REQUIREMENTS +-+ TEMPORARILY SECURE �� ,s�.RRIER DC',OR ROUGE (I 'Ir-iG �-�-^ j �- -` I SLOPE `- 1 _ `` � f 0.3 ill : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -0 �. _ U -ExTERIOR WOUD F1tAMF c z r���T6 -�_1 '� - - (0.6 cm 30.5 cm) include flashing as described in Section R703.4. a SELF-AC3HEPkD Fi_A�H ,; -,4 \ r' �- � SHEATHING; BY LAPPING DOWN � � `` /' AL.)HESIV r_ 1 t � HE AE`'r k t. luN 4 k SELF -ADHERED FLASHING CLi - OVER RIM JOIST AND Ls /' 1 1ir F Sii(-)( D 1 r1 rx)o FiPLD � Q WALL BY 6 IN `�: / RF I ';,N jP )AMB b" SL L! rF) I R703.1.1 Water resistance. The exterior wall envelope mall be designed and constructed in a manner that prevents the accumulation of water P g P C �3 Q- 'ry .4 ;1I_r� P-' Ol r CAL_lI 14(_ EXTERIOR --CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of Q) r -� 'WEATHER n' �- SEF.Ai7HEFE_7 h LAS`NwS BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. C CIO - � 'ch RESISITIVE BARRIER SAL TOPS („PI 1u15T� I' = }�` - } � WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other C © O ADHERED FLASHING UNDER DECKINCa (SEE DETAIL wT r,7) a3i :_ iUR ` - _._ ---' :_ - approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the U or In or In ed over the In or In or not less than 2 inches Where ioints occur felt shall be la d n t I S th 6 'n In Oth - C O .- LL HEAL} FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2 Self -adhered flashirig plus head flashing under weather resistive barrier ! 3 Fold weather resistive barrier back over head (" flashing and seal with tape2) flashing SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WP01 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s 00 NO' SOTTO ci etirli SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS r- � rn rvv SELF -ADHERED FLASHING DECK JOIST \SHING 0) s WP04 F AM l2 WP07 2x FRAMEWALL�_ TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHiN❑ STUCCO 1/2" DUROCK----- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (i) in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU E - 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SFAT DEPTH)----_- e 4. Split the release paper using the ripcord (Split release on demand, FILL WIl H GROUT embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED--1 --- 6. Fold as shown by arrows s 7. Angle of corner may vary, adjust folding of the flashing accordingly to - fit tight to corner VINYL SHOWER PAN ° 19 8. Mechanically fasten as necessary SLOPE a < V-4" PER PLAN V-0" PER PLAN a SHOWER SEAT tf _ ;�� ., _ PP Y PP Y ! PPe o e s an Ices. ercu approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt -0 CU O felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and building I 1tllvi .JUIST =- _ � / pP P P 9 -' CD � N s.._ appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. _� �- f _ I f F•-- Cu CU C!a Q R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based I 'I ;r 1 -- sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 'Id _ SELF -ADHERED FLASHING EXTERIOFDOOR WITH DECK - SECTION A 3/4"0" BEAD OF C( NSTR ADHESIVE TO BE A 'PL1E1 THRESHOLD OF D( :)P AN LIP JAMB G" US = L I JUIL) N OR EOUAt WE -Atli R PRr SrCTION- A(SE E DE I JCL WP( SELF-ADiLEPEDrLi' )HING SEAL Tobf_`I%C Y I 1Z i Q UNDER DECKIN (SEE DETAIL WP l) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SEL F-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER =% Q iicr_ Cr CL CL LU LU Ud w (0I i v) ° I" 2 d - 'v 1 2 ; individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. W P02 SELF -ADHERED FLASHING CEMT, FINISH SILL; POTSHELF/ CHIMNEY SHOULDER W P08 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZEDASPHALT ..-., 1- � F SH.I � ! ' rf°E ) LASh'�ry:� AI+p � ;roc; NEEDED iN CORNERS ASPHALT AD ADHESIVE THROUGH SELF -ADHERED % ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing self -adhered membranes and mechanical) attached flexible flashing shall be applied 9• PP 9, Y 9 Y g PP I`1 ANGED FLASHING f SELF -ADHERED FLASHING-- 1 shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g PP ° 14 1 L'Vr"4r�E1� � Ir�sl �� Iry rF DETAV ',VPOI, r= _ -r � used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. ' RELEASE PAPER 'Self -adhered membranes used as flashing shall comply rvith AAMA 711. All exterior fenestration products shall be sealed at the juncture with d F,.FO' -, rf u° the building wall with a sealant complying with AAMA 80D or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and LXTFND A MINIMOM 6 PE. iAS . EASE PAPEP O Fi P(_<:` Iq \ ac*ir sr.e AS SHID N, contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VEPTICAL v N ROM Bo1TOM OE �. I� flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings _ T H R esNcar) III shall be installed at the following locations.- I 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings l `2"i shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following, 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration t,4) , manufacturer's instructions in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design ,professional. 1.3 1.3. In accordance with other approved methods. cWv� PINSIDE, 0 SELF -ADHERED FLASHING CORNER W J� / Y Y P�� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. --iIGround - 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. I 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. L 7.7.At built-in nutters. :IL F-ADHERED FL4SHI1Wa 21 ;TCH iHERED FLASHING t j,I 4' 0 f5 WP08 5 FOUNDATION WEEP SCREED f` t STRIP OF SAY PLANE E ! � iVNA6E- VVRB BOND BREAK WRB `iL LATH / 'WRAP UP WRB ON 1 I ?HE VERTICAL- ly S"013FACE TO TOP OF 4 I AN( iF AS AN AIR t' bARRIER 3-1,2` !N(,H FLANGF PLASTER STOP -- � NATU Y DO Ni CO NTINUCAY$ BACKER--j ROD & 4AEALANI - DRIP ACCE SOFFIT/CANTILEVER ar era. , I . ;_1 math Sheathing Stucco ,�I LEGEND 4L1.i: ADHERUI i LASHING. SAF) �--0---- BARRIER (VVRB) NF - -y - BOND BREAK WITAi'1T WEATHER RESIST AN I BARRILR -- - SELF FURRING (Sr ) LATH _m,--.__�_...m,__.._ ✓ � ,.,�, �_ PLASTER ACCESSORY - SHEATHING. °OSB' PLYWO(-)D- DENSGLAS-S I SI RV_JCTURA,L FRAWNG ai UCTURAL';HEPTHINi S TRIP Or ,Ar DRAINAGE PLANE WTI$ BOND BREAK WRS SF IATII THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. JUL 12 12023 7/8" Cement Plaster in accordance with AST MC926 Felt backed metal Virtual Review Assist, ans Review com Inc. lathe in accordance Inr with ASTMC1063 l p eted and mpliance with the 2020 a roved FBC 7th Edition by Debra Anne Klahr PX2300 Building Paper 7/16" O.S.B. sheathing CIO �-+ Stampede or similarCD cauk bottom CD joint only Weep Screed Installed As Per Manufact. Specs. CU 112" Cementitious Decorative Finish �..- All inside and outside Corner will ��[ need to be miterGo cut and caulked all �" � butt joints need to =3 becaulked using Stampede or Sim. caulk for all 0 CD C/ J ICU CIO Q Z Z aC CL SHEET NO. WP1 ■ i I -- — I I IL 1 _11 1 II — 1 1— I ---1 II 1 r _- TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED --- WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 11= 1 ,-n„ TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN -- SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z` CLOSURE STANDING SEAM METAL \ ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN ROOF SHEATHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN 00 SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL z SHINGLE PER SPECS 00 STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING 1n!_1���I�diyvl►Lel:7�:�»_1� SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED 00 WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS a Z'CLOSURE 00 STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO 55 TURN UP WALL MIN NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL 3"=1'-0'1 C1 TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER FLASHING STARTER STRIP----, 00 CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS - ROOF UNDERLAYMENT TO z TURN UP WALL MIN 8" ROOF SHEATHING 00 p PER PLAN Nt II RAKE WALL WP12 - ROOFTO WALL - 3 -1 -0 , TAPE EDGE OF HEAD WALL FLASHING FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN---------____ SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN 8" 00 STARTER STRIP--- — HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT <II CONT SELF ADHERED FLASHING TURN 3" UP WALLS CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS v00 Z'CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"-- ROOF SHEATHING PER PLAN RAKE WALL ` - ROOFTO WALL-- WP14 3 -1 -0 I m u 9 z_ co HEAD WALL El HEAD WALL FIBER CEMENT SIDING PER ELEVATIONS -- WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING------_ TAPE EDGE OF COUNTER FLASHING STARTER STRIP-----\ COUNTER FLASHING-----, CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS----., STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN FIBER CEMENT `'IDING PER ELEVATIONS TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING MIN STARTER STRIP RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"--­- ROOF SHEATHING PER PLAN CONT SELF ADHERED FLASHING TURN 3" UP WALL FLASHING REQUIREMENTS (D R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. j U R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L- AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CCi EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO 0) U THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C =3 cu c tn O -0 U R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C 'L N HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q c _O ?� WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL — �- C EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O }' `- C6 UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O O 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED c/) O L- Q, \ MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE U) "O cu Q. BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— -0 cn Q OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. \ R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6 DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 13 SELF -ADHERED M BRANES SEDOAS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. \ 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. JUL 2 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ' 023 COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. Virl jal Review Assist, In . RAKE WALL 7.7 AT BUILT-IN GUTTERS. Plans Rev ew completed and al pr ed for complian with the 2020 FBC th Edition WP 15 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL by pa ra Anne Klahr PX23 0 FLASHING AND WATERPROOFING METHODS TO BE USED. cn cu aD 0 CD � U) cu 0 O L 0 � L �+ CIO m W Q z Z Q J SHEET NO. WP 2,0 __1-L___L _- - FLASHING REQUIREMENTS aj STUCCO FRAME - 3-COAT SAND FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A O FINISH STUCCO ON SELFLF FURRING LATH ON WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE C_ PER ELEVATIONS Co 2- LAYERS OF WATER RESISTIVE BARRIER WALL SHEATHING PER PLAN SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. U COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN O STUCCO ON FRAME - 7/8" 3-COAT SAND WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED " " WALL SHEATHING PER PLAN FINISH STUCCO ON SELF FURRING LATH ON Cl) O- O SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O iZ O i 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C CU SHINGLE WATER RESISTIVE COMPLYING WITH ASTM E2556, TYPE 1 TYP BARRIER OVER FLASHING PER ELEVATIONS— .4 BARRIER OVER WEEP SCREED ( ) EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO �� V -IMto .� STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. (U-co Cn WEEP SCREED SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE O -0 U BARRIER OVER WEEP SCREED BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O .L HOLD 1/4" AIR GAP HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q O _O BETWEEN WEEP WEEP SCREED BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O .O Lj_ SCREED AND FLASHING HOLD 1/4" AIR GAP FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE CD `*- Co BETWEEN WEEP BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� � O COUNTER FLASHING COUNTER FLASHING E SCREED AND FLASHING FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to 0 0- CONT SELF ADHERED FLASHING TO CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE !E Ca �- _,_. Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT -0 U) Q FLASHING LAP FLASHING AND TURN 3" UP WALL FLASHING LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE PAN FLASHING 6" MIN oo PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS ROOF SHEATHING TILE ROOF PER SPECS PER PLANS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING ROOF SHEATHING DESIGNED DRAINAGE SPACE. NOTE: PER PLAN PER PLAN ALL LATH AND LATH R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED ATTACHMENTS TO BE MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED OUT OF CORROSION -RESISTANT MATERIAL SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - BARREL TILE TO STUCCO WP16 - ROOF TO WALL - BARREL TILE TO SIDING WP17 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3if 1 1-011 3'� 1 �_011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL mi EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 SHINGLE ROOF PER SPECS GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE UNDERLAYMENT TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR TO SHINGLE OVER WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE DRIP EDGE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: ROOF SHEATHING PER PLAN 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL DRIP EDGE FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 2X6 SUB FASCIA FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR SELF ADHERED WRB TO OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE SHINGLE OVER WRB ON FOLLOWING: WALL BELOW 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE ALUMINUM BRAKE METAL WRAP FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING CONT BACKER ROD INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE AND SEALANT INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER STUCCO'J' MOULDING RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN HOLD OFF BRAKE METAL FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD 1/4" MIN AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO REGISTERED DESIGN PROFESSIONAL. ON SELF FURRING LATH ON 2- 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. LAYERS OF WATER RESISTIVE 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA BARRIER COMPLYING WITH 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. ASTM E2556, TYPE 1 (TYP) 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. WALL SHEATHING PER PLAN 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. JUL 2 ' 13 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. Virtu Review Assist, Inc. _ ROOF EDGE DETAIL W P 1 $ THESE FLASHING AND WATERPROOFING METRO S TO E US`L��QRo�m�Revie completed and ap ed 3 -1 -0 ance ith the 2020n.L FBC 7 Anne Klahr PX2300 Edition U) CD i U) CU O � L� O L (D cn Co LU C Q Z Z Q J SHEET NO. WP 2 A