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HomeMy WebLinkAbout6190 Back Forty LpN' ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM I SYMBOL LEGEND: ❑A = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE = KEYNOTE CALL OUT = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE 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 HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1` -ELEV NUMBER 4 A15 SHEET NUMBER ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT 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 GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-O" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NAR= LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 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 2 2023 Virtual Review Assist. Inc. rov d Plans Review completed and app for compliance with the 2020 FBC 7th E i by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. Z�1 1 N a) 0' P ^` .i 0" 0 cy); = 6 cy) co } D D'M d N �` � M Et '� 0" = 0 � Luf iS m l w c c W U� W Dui (6 0�- '0 ' � '�~Z, Z ui W�iJ�O�WWwU00-0 Q Q V 000aZu-LLOZ�00I � a z W J O O Z 04 O� CMO Q M � to LL ti F-WM WIZ � ZUFF- W J O 14, Mid! C3 0 CD N O o o 0 0 0 O rCn N O r o �o o o p o z 0 �W000000 N CM 'd' 6 (O 00 U) } Z Z Z aK O W in ♦_j 0 W V 0 zz 00 (WjVV5 L 0 or< Q � Z a-(L W a I- V) o °o= OU 0 Q gLuW wU- z Z Z n. U)z OU 0 � W � z z wqt � LAST PLOT DATE O • March 31, 2023 Z0 J I COVER SHEET I n a - I 1 11 1 0 1 — — I 0 v 0 v 0 v 0 v 0 0 LO CV LO 0 ;r 0 v 0 v IV _U- L aELEV 30'-0" 164" 6-0" 8'-8" 2'-6" 1&2'-5 5/8" 1& T-10" L. T-6 3/8" L& 3'-4" 1 L& 5'-4" j T-2" T-0" ,, 2'-10" L'j '" 3 013 Q C1 Q I Q� 2 GG 3 I S3 13'-2 3/8" BRG WALL J J N- � Q B I N CO Cf) 1 , 3 I 13 I L Iw I S3 I I � w Ir------------- 3 L_ J r 13 1 ii �� 15'-5" SINK \ ELEC n 10-------- -- ii i 0 6-2 3/4" all SHWR i 0 . 5 Ili Ili AD Ili 3, 00 - III L00 z 1- -- � 4 II 3 °'� cc o�u I S3 0 0 II +— 3 - I 10 D ELEV. F (-) 0'- 4" _u- C I t=zo WIN C.J. 1 B 19 o v IC3 I O a I o� IC3 14'-6" - REF 4'-2 5/8" BRIG WALL ♦ I --_- _M D 9 G I C.J. S3 O I I I 9 -T-- -1 F l I 13 I LL I in LO L_ ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH, COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER !S AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R N 0 = FILLED CELL W/(1) #5 VERTICAL sgsy OFF III = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB w M A =FILLED CELL W/ (2) #5 VERTICAL OF J � 0/y C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) r• r < = LO (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS00 i < m= WINDOW OPENING ABOVE ��A ?`" Q PLUMBING NOTES: °z ` z " tayc w FBC 7TH EDITION (2020) PLUMBING SECTION 604 1 = 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS w 2. WATER -FLOW RATE. o z Q 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 Q u o CHANGE DUE TO JOBSITE CONDITIONS. Nor I.M cO N LICENSED PLUMBER TO VERIFY AND HAS THE N V -0-0- 2 n AUTHORITY TO CHANGE AS NEEDED. [ } _� .`O 2 CO 0 S R N � w O^ � � QN C KEYNOTE LEGEND 7� i o CO V .a KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS Q 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS 40 ICE MAKER LINE 5� SINK - KITCHEN 6� REF WASHER O w¢ 8 W/H �u w ( w¢W0o C7 Lit �O=��QOQMQLLU0o-0 9� UNDER SLAB ELECTRICAL CONDUIT Q HQ 0 < v X o X o E o o O O z¢ � rj)wa.WFn W <nMW< 10 LAVATORY U' Z Q¢QowQ�°-ZwzO��oa LL Ow �_�� 9_Yo�Q Q 11 WATER CLOSET ° a 0 < ¢ LL 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O 14 (3) BUC W/ HTT4 ON BOTTOM O (V 0 FOOTING LEGEND O H tD =5 I` TAG TYPE SIZE REINFORCING COO O F-:- ce) O A THICKEN EDGE 8" x 8" DP (1) #5 CONT. Q (n CV)L j C MONO FTG 20" x 20" DP (3) #5s CONT. z 2 0 LL fzt- C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY < LU < LO 01- C MONO FTG 16" x 12" DP (2) #5s CONT. OfQ 00 Z U W W CO M B I CC 113 I S3 I I o LO 0 — C.J. ---�-- 04------ --- 0 in 9'-4" L 9'-10 7/8" C7 I SEE DETAIL D/S3 co H o 5 FOR FRAME WALL I F� O O� TO CMU 1 B CONNECTIONS J rn I 00 S3 ci I �1-11' 30g" 3'-00 5" 3 I QII o o A 0 d o in A ifl S Ell C Cilul Fo MAY 0 2 2023 ELEV. '4" 16'-0" .1 '-4" 8'-8" 1'-4" (-) 3 1/2" 10' U U- ~ 00 20'-0" 10'-0" 30'-0" yVirtualeview 01 Assist. I ,c.plans eveompleted and a oved fm compliance with the 2020 FBC 7th Edition FOUNDATION PLAN A 1, V Debra Anne Klahr PX2300 1 1/41-1-0 � � 1 O O O O N O CO O 0 0 O N N N I l O Z O O O O O 1 ' N W > o 0 0 M 0 sr 0 ui 0 m I LO � Cr} M 00 Z CO Q w Oz + W o0O �.., 0)O wv ZW=< owo " y Lri = =w caH � N O . (0 W >� O }_u, <~: zwo z V w ` z ngz� V J 00 M� z Z z .01 w J uj,ql- LAST PLOT DATE . March 31, 2023 �.., ,i Z 0 J MONO FOUNDATION PLAN A a 0'-0 OVERALL ' ll 'SH 251, :i -HD AT 'LO ESS t 0.: SGD �:� IN 3111 BEDROOM #2 ROOM r- 8'-8" CLG o 1 - 00 o I,- 1 N n 7 5/8 n 5'-01' 10 6'-10 1 /2" � 16-0 1 /4" 2x8 HEADER 6" WALL SEE Q/S4 (3) STUD UM (2) 2068 BF BELOWN _ (4 12" IMP SH �nO� R & S 3'-7" 9'-2 1 /4" 11 12'-10 5/8" M 2X4 KNEE WALL, TOP *10 AT 34 1!2" KITCHEN 12'-7" X 7'4" r r oO _ 8'-8" CLG w rd BATH M 11, DINING ROOM 8-8 CLG cD Y d A N 15'-11" X 17'-P" z cn O0 oil - 8'-8" CLG TP m 0 rr o RANGE 00 W/ HOOD r r TB Id I CD rn -- o 1 N 1y '-3" r° 'T N Lo 2'-3 1 /2" poi "WALL o n 7 5/8„ 5'-3 3/4" `L 8'-8 1/2" -1 '-3 7/8" 6-3 1/2" PANTRY N PLUMBING 1/ „ LO REF AC WALLK 6'-7" iv B.U.C. 4 16 N N D/H 4" INSULATED G BRG WALL S3 PROTECTIVE �3) STUD LUMN BELOW 1 20 MIN FIRE co C�' RATED DOOR W/ 50 WEATHER STRIP FOYER (2) 2x8 8'-8" CLG CAR GARAGE HEATWO Q S DER SEE 00 18'-9" X 20'-0" ti 4" INSULATED 10 BRG WALL (V bo � T r r ^CC N co S3 LINE OF GARAGE IN __________ C OPEN POSTION i LA Oo M n OF � 1 I I I TIE BEAM TIE BEAM 1 AT 8'-8" AT 8'-8" HB I 16070 qEk — — — — — — — — — — — — — — J LINE OF STRUCTURE 16" X 16" X 20" 10 ABOVE A.F.F. CMU BASE W/ 1'-4" 16'-01, (4) #5 VERT. TYP OF (2) 3 u� 18'-81, 1 1_41 1 mbo w H Q 30'-0" TIE BEAM AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH EN FIRST FLOOR PLAN - ELEVATION A 1 /4" = 1'-011 7 5/ T-4 1/2" 5 5/8" 00 �CO N c=n ~¢ 0 0 1 (V N J J - O �jLn O jc3 1/2" �o H 1 /2 34' D A6'-81" � 11 H U28-2 TEMP . GLA�S _ 00 ENTRY H 1 Q --- — -- TIE BEAM 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 5'-8" 2'-4 V-4" 10'-0" TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC 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" '-3I 3/4" '-3 3/4" 11'-8 1/2" 4" 00 I rn Co cn I m BEDROOM #4 N 1 I 00 CD to I I N BEDROOM #3 _ N C) 12'-9" X 11'-11" I iv 1 10'-3r' X 11'-8" 8'-0" CLG o 8'-0" CLG rn fV 1 60 11 1/2" 13'-0" 3'-8" 5'-7 1 /2" 6'-1" fV 2668 N 2668 EO N TP 6�8 00 BATH #2 o 8'-0" CLG `N W.I.C. I "WALL u_ - m N O Co N N / _J BEDROOM #5 R & S a `� W p 11'-7" X 9'-10" `" HANSE ENTRYE C? cun)8'-0" CLG 2" DP (4) r; �6s BOX _ w- m = w �'sr6� r22"x36" oo -Cl) N (ATTIC LAUNDRY o ACCESS co ti LOFT 4� 10'-1" X 15'-5" N �norO _ 8'-0" CLG O OO = Q mQ 10'-3 1/2" 3'-8" 3'-4" 4'-8 1/2" 7'-4" _ N 36" LOW 1 M BEDROOM o WALL A3 O#6 1 `- RAIN `�'( N'` 8'-0" CLG I DN w m I N SHOWER �Q� 0 � HEAD A pE 1 ---- =w I o N � --- I 16 3 "' N ---- A3 4 — — — M 13 1'-5 1 /2" 1 - - - bo iv 7 1/2" 411 11'-8" 1'-8" ---- 4'-2 1/2" 3'-11" 1 N 2'-1 3/8" � 0 1 --- o 1 9 --- 87 -_ 811 EXT _ 6" WALL 7 FRAME WALL OCO ___ RC 0. BATH 6---- �- 8'-0" CLG 5 o OWNERS SUITE --- - N 17'-0" X 13'-0" 4 T --- 8'-0" CLG i W.I.C. 3 1 36" H. I �66� ii CONT I I In RAILING 1 I TPiM (2)2X6 HEADER m l _I I m v SEE M/S6 - TYP. R 1 SH 1/2 34 8" EXT WINDOWS I HD AT T-3" FRAME WALL 2-PLY BUC W/ (2) 2-PLY BUC W/ (2) 1 -moo' MSTA36 STRAPS MSTA36 STRAPS Cn TO FLOOR TO FLOOR TRUSS BELOW TRUSS BELOW SH 1 /2 34 SH 25 SH 25 HD AT 7'-3" HD AT 7'-3" EGRESS 6'-10" 6'-10" CANTILEVER r7U A I r-a T-2" 3 -2 2'-8" 7,-4" 6-411 10-0 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /411 = 1'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) E] STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 1110 SECOND FLOOR LIVING 1470 TOTAL LIVING SQ FT 2580 ENTRY 60 GARAGE 403 TOTAL SQ FT 3043 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONIC 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) MAY 0 2 2023 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 ch N 0 F FL 0 �r� M M - ° . D „ .I o LO��� LO Aft, 80 k � p`.4FF���� ' f 10 O w 0 Q V) N W L '0U M d c) °? N U O Om u it 0 t O � o � g O LL-8 v Q aN Luc x� N co i E� .m a W W W �LLI vS u'O� t-Q 0Y L ~zIt Z Lu 0 Q H W02J¢O¢�¢tiU��JO aa°0 0 0=00mZz¢0 O Z cnwawv�wwwvOX�¢D_, C7 > tL �¢ Ow W W O ct CL LL Q~ �ttF-Z p2U�Q ¢LL LL¢ o F- O Z W O� :5 1,- M O 0 � Q U) M U) �WcM oo Z 0 F_ W W —10 M CO 1 1 1 I 1 1 `— 0 0 0 0 CD 0 0 M 0 M r O \ ` N O O O \ O C)O z O 1 O W N' ^ LO w > o .- 0 0 M 0 0 0 1 i CO1 CO Cr z Q C)w W zm o 4_j O V _O UOO Lo O o�� Z a -a fu L a Ln w, co 0 ~O~O [V zoo W�� (0 Q Z IXO Q v gZLL w Z az � pU _o W z z wqt J 0 r N LAST PLOT DATE . . March 31, 2023 z 0 J 1 ST & 2ND FLOOR PLAN A 36" LOW RAILING ON OPPOSITE WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. A3 ENGINEER \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL 1" \ \ 42" H. SLOPED 10 NOSING \ LOW WALL in `\ M ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 2 ---� A3 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS — STAIR SECTION SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW/ FBCR R311.7.2 E;] 10" dj" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM . --2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL LANDING 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 — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1)D W/�( EACH SIDE) CENTERS )0d NAILS AND 8) 1/4" X 2-1 4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU "CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN 8" KNOCKOUT COURSE SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — % w O z w w 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. p►Y % 2 2023 Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2020 FBC 7th Edition. by Debra Anne Klahr PX2300 -:LO 00 LO � 75 MCL : 04 0 z LL It 00 QD LO Ln Cr CO 6 5Lffl ; LO 3e. A 3 z '.S �aV iM 0 bo T o SIMPSON HTT4 FROM TRUSS TO BLOCK L SS I. 30'41 GABLE TRUSSES SET N (BLOCK BEARING) FTF2 FLOOR FRAMING PLAN (ELEV A 1 /T'r = 1'-011 CJ1 CJ3 CJ5 FciiHilY co LO Ln co U U U U U U I I I II II II II II I� L II I E.17 it I I I I II II II II II II II II 1 l i i i U= 1015# A9G L_— L__ _J U= 1016# Lt A7 Ii I DROPP d FLAT TOPS OF I I HIPS FORIFRAMING A5 (GIRDE OT DROPPED) L--------------------------- ;1.11 __________________________ � =__ ___ 1A3 I I BOTTOM CHORD CAN BE Li REMOVED IN FIELD OVER i r Al AHU IF NEEDED (SEE ENG) II II I II IL-------------JI II II r-----------r----------������s A1A i-r I i I L------------------- II II II II II II I� 3 II II I I r ----- u II C4 I it I II C-----_____--__________________ II n -------------------------J L ------ II Q II II 11 II II II II F II II II II II II II II II A2 jj II II I A4 I II I II II II II II J-----_j II ---------------------------- II I� A6 DROPPED FLAT TOPS OF I I L I HIPS FOR FRAMING I I I I I qg (GIRDER NOT DROPPED) I I I I I I I I u i U= 1329# A10G I--- I I r-----------J 1 HTU26 r Bl I 2'-0" I I I I LU 3241 I I B2 II I �— ---- _ ---- I J —1 I LU 241 B3 I I Tl I �? EJ7 II u241 II C11 I I I B4G ?II r V-8" L 4'-8" L S241 CJ3 U U U I I _ U L� /� S241 I N 2 v LU CJ1 may✓ — �8 n CGE ' U U 13'-81, 6'-4" 10'-01, 30'-0" ROOF FRAMING PLAN (ELEV A 1 /"f11 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION O BEARING WALLS O A/C CHASE O AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS A CJ1 CJ3 0 CJ5 0 N CJ5A 0 CJ3A[- CJ1A Y 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 CALCLtLArED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H1 OA FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES SHINGLE ROOF 51 12 HEEL= 4-1/16" Z�A` 0— PLUMB CUT — 2X4 MAY 0 2 2023 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR Virtual Review Assist, Inn WALL HT. BASED Plans Review completed and ap ed ON 9'-4" A.F.F. for compliance with the 2020 FBC 7th Edition: by Debra Anne Klahr PX2300 SHINGLE ROOF LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION CJ5 r` CJ3 CJ1 co U V-0 5/16" 2'-0" 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) General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—B1 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 BCSI—B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. FUMO�0� ►•i004ii4 MONO, LOAD DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/OS/15 RB01 REV LOAD FOR ACCTG HMT 4/13/18 RC01 UPDATED RE's ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDED EXTRAVERTONFlRTRUSSES@EXIERIORWALLS ARZ 10/19/18 RF01 Rev ha gers,drop FG_s 114',Md ant@ga age rag 9R4/19 RG01 REVISEDLOADING ON FTG5 ARZ 12/17/1 CARPENTER CONTRACTCONTRACT ORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 FAXI (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL Iiii PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/A ALT DESC: OTC LOT BLOCK DESIGNER PAGE SLC DATE 1 06 11 15 1 LAN# SCALE N317638L 1 4 "=11 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BV THE PEAK CONSULT SCSI -Bt 30' Spen , a 30 to W Spreads Bar &0 degroec Ieen I 73to 12 In f• apan ePPmx. 1 T Yne F apan epF l REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss Is way. ^l.A4 N " �.�OF F40 N M L �t LO • Q _- 1 .a O co LO 805 o Q W u a`� p w 0 z Q N 4) N LO N E 0 0 LM o U /`, , � T v N N M 0 C U M, .r w co, � 0 2 u } •� 0 LL S o Q = e N a) LU C QN L.aO O E C3 a C W LU Vj LLJ 0 �- f-~ <1 LU UOQ LL U QOXJ of U_ LL acnD:wOzOWO�mz�¢U I J� �_j 0 Z cn a uDww z Qf¢ j�< LU<�Zwz0LgLl�pa. LL pw �t-� �uj Ow Q O o¢ztY ¢ �¢w 0 0 z W O� J O 0 ( Q 0 M U') U) L.L ti ��O..M a co < Z U Z� LU Wo J O i t I I CV N N N Na O N O 0 OD o0�aaa � z O � N Lo LU w > o 0 N 0 cM 0 '7 0 In 0 c0 i MI 000, (n az CDw W 000 +�-+ O V 000) Lo O Ora Z a —a. W�a Ln m=w L J v 0E-O N zzox . w� Q O gWIX z Z o. �z Z �� pU oll W z z Lu W J w4t O r LAST PLOT DATE 8 • March 31, 2023 Z0 O J FRAMING PLANS A " N 2 LBS. EPS FOAM 1 1/2" 5 vl NJ11 = 1_n11 " " �� fV 0 2 LBS. EPS o FOAM 6 BRACKE7 DETAIL 7 G7 • 0 2 LBS. EPS FOAM M= 0 CV 4" 4" 4" 4" 1. 1'-4" 11 = 1 1_n11 1 v211 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 11 = 1 1_nll ROOF FINISH PER ELEVATION ROOF SHEATHING 12 MANUFACTURED 5 ROOF TRUSS MTL DRIP EDGE ~` 2X4 SUB -FASCIA ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 1 7"X1" THICK SMOOTH STUCCO BAND —� DC 4"X1"THICK SMOOTH 411 STUCCO BAND GARAGE 10 11 1 DETAIL 'I _ ia _ _11n 11 12 13 12" X 1 1/4" THICK SMOOTH STUCCO BAND 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 4" SMOOTH STUCCO FINISH 0 " SMOOTH STUCCO OVER CMU 2' 2" SMOOTH STUCCO OVER CMU ELEV AT 0'A. FIRST FLOOR FF 5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 4" 1'-0" 2"X2" THICK PAINTED RAISED TRIM BAND F�li 6"X1" THICK PAINTED zo RAISED TRIM BAND 5/8" STUCCO OVER CMU io 11 = 1 1_nll SHINGLE DRIP "V" SCREED, AT BOTTOM OF BAND 1'-4" N I L I L_ N I FRONT ELEVATION A 1 /4" = 1'-019 SHINC ROOF FIRST FLOOR FF 7/8" STUCCO z OVER * J � FRAME O U) w 4 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND 4' OFF RIDGE VENT 12 15 J. M C FLASHING — — A/C UNIT AND PAD oo ti m REAR ELEVATION A ELEV AT 18'-0" T.O.P. 1'-0" ELEV AT 10'-0" * 2ND FLOOR FF _ ELEV AT 8'-8" MID -WALL T.O.M. WEEP SCREED TYP. 5/8" STUCCO ON CMU _ _ ELEV AT 0'-0' 1ST FLOOR FF r 1 /811 = 1 1_011 4' OFF RIDGE VENT T! I I _u 7 1111 -11 T I IWI T I I I I I T 1 12 SHINGLE 5 ROOF I�111�1�1i1/�%::�■I��il�l�'�aau■ulrl■Irlrl■I�IrI■ulrl■Irlrl■ulrl■ulrl■Irnl■ulrl■unl■ulrl■ulu■ulrl■unl■unl■ulrl■ulrl■ulli` Ill■I/r!'iInn■I�111!.�.1■I�III■11111■I�111■UIII■11111■11111■UIII■UIII■11111■UIII■I�III■11111■11111■UIII■IrI11■I�III■ulrl■ulu■ulu■Irnla_ 1 , n■1-a,■,■uuv-..1�In�uul�ulo�l.11ul.Illr1.111.1.111�1�111�1.IIIrl�lll�l�l11■L111�1�111�1.01�1.1�I�1�1�1�1.1�1�1.111■I�111�1.111�1�111�1�11i�.. • 11 � • ��.1■Ir111■Irlll■Llll�ynll■Irin■I■111■ueu■I�IIt■I■._ � - • • _.,;.:nl�uirl�um�iurl�,�r�uuul■Inn�i��n�l�nl�inn�i ::_,_ ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF � ELEV AT 8'-8" T.O.M. SHINGLE ROOF 011 ELEV AT 0'-0" 1 ST FLOOR FF 16'-4" 6'-0" w a 0 J W O N w a ON J U) C6 4' OFF RIDGE VENT �o. CD 0 0 0 SLOPE p w U. w SLOPES 5:12 �> :t> 5:12 11 11 11 11 11 I1 11 11 I I 11 11 11 11 11 1I 11 11 I I 11 I I I I 11 11 1 •' II�I�III�I�III�I�III�IIIIIr■I�III�IIIII�IIIII�I�lllr■I�111�11111�1�I11�1�1111■11111�11111�1�111�1�111�11111�11111�I�1111�1�111�11111�1�111�1�1111 ..,I'in■I■In■unl■uul■ullul■nul�nlrl■lu�l�ln■I.Info/ll�uln�l.uul.lu�uln�l�lu�l.nl�ulu�l.ln�l.ul�l./u�uul�uln�ulu■ul�l■I ' � \ 11 \ 1 • �- - ■ MOWN 0.1 0 - STUCCO i U w 1ON L� OPE SLOPE O — — — — — — — — — — — — — — — — ELEV AT 0'-0" 12 5:12 m 1 ST FLOOR FF LEFT ELEVATION A 1 /811 = 1'-011 SLOPE 5:12 ROOF PLAN A 1 /8if = 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) MAY 0 2 2023 Virtual Review Assist, Inc. Plans Review completed and appTEd'tion for compliance with the 2020 FBC 7t by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT =1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE B LANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA I FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE "i ESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT Y.,wd 1O F F/ --- CM N o N t, - Cn 2 co LID �,�,� ♦�P.3., 5y. z LU O W z Q V) N LO W L .= '0 q U 0 C) M(n U -0CI) -L O08mQ NLU n ` QN co E� W L C3 N O a � N C ow LU0 < V; ~W _j X� zm 0LLU < XLL 0� aJU)O-/0Z= dOaZU-Iy-Z� OU)MMOZO�OOmZnW_ Q:Q co OZ fxa.WCY WAxQ6DJW<—LO � a OW Ow 0 :) oZ QLL Q U_< O QI, R 0 0 zw CV) Q M LO z I— W a. M < Z00 U W W JC:) O T� O O O O O O N O CM O O O 0000 O ZB O O N O N o N 0 1 ' z LoN `1 , w o O O o O ui O Co i z W U z aw O 0 W V O O _O U U cn -0 O or< Q Z a_a rl F- w Q Ln = m=w F-2 N O ozom LU <�� 0 ZWO O Q U gwlr z �z Z F- pL) _o W z Z z w W J � V 0 LAST PLOT DATE N • March 31, 2023 O EXTERIOR J ELEVATIONS & ROOF PLAN A ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1 '-01 1 A/C DISCONNECT WP GFI ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu MAY 0 2 2023 Virtual Review Assist, Inc. Plans Review completed and approv 4 Bare iTU fiance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 io SWITCH ° 4 1 /2" DOOR JAMB DUPLEX OUTLET ih TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ SC—'SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET �— SWITCH AT 36" � 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" —{] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER -{} SURFACE MNT FIXTURE - WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 04 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 06 50W MR16 4" LOW VOLTAGE LOWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH cs SMOKE COMBINATION ARBON MONOIXED DETECTOR/ C SMOKE DETECTOR cU-18a UNDER CABINET 18" CS-183 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:R 24" VANITY LIGHTING 9;9;: 36 :;;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 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) 32Mr MASTER STATION lffiiiiiQ ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER I THERMOSTAT M 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. O tO - C _W L 'O o U 0 M c ti to N M V O u a E ! CO 0 2§ �= 0LL �Q �N w Ci < _N C O E 0) Da W NN LU ow vi woLU w LU �X ff Z� Q Oj 6 L U X�� d_j(0Z� Lu COaWrnwQ: W w Q O JOZ p _1aQzz 0<WV3WOwIL W Qw Lu z�QLL Z QQ p OQ OQ o LL LL O Z W Off_ U) 5 ti O M Q M ULL ti I— 0 M O� � T- Z V ~ W J O O I I;r I OM 0 o 0 o I CD0 Z 0 N W o 0 (V 0 cM 0 sP 0 Ki 0 c0 ' 0- r ZZ QZ w O W Z CO 000 }+ O U UV� Ln O or< QF_ Z a —a WLul In 0 HAM N W zo= IL m�2 (�W O zoo O Z V a-Zx U. aZ L Z �� 0U 0 W zA6.1'1 W 0 T' LAST PLOT DATE N . March 31, 2023 z O J 1 ST FLOOR ELECTRICAL PLAN 6'-5" 5' 5'-10"1 BEDROOM #4 BEDROOM #5 0 V BEDROOM #6 6'-7" OWNERS BEDROOM 5'-11" AL cs EDRO �._.� 0 #3 \' tV V 0O 1.7„ BATHROOM 0 - #2 / � GFI A I AHU / \ GFI GFI Cl) OS./ � 3'-9" A L — GFI LAUNDRY \ LIGHT AND /1SWITCH IN TTIC 0S 7'' W.I.C. LO LOFT F \ \ 11-7" / cs /' --- — GFI L---- ! OWNERS tj BATHROOM T01ST rFLR ELEC SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 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. MAY 0 2 ?0?1 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH Uj ° DOOR JAMB 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 TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —p PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -t} CLG MNT LT FIXTURE {} CLG MNT PREWIRE - FIXTURE BY OWNER {} SURFACE MNT FIXTURE }- WALL MNT FIXTURE l NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 8 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR V SMOKE DETECTOR �U-18a UNDER CABINET 18" �S-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 97 24 :R 24" VANITY LIGHTING F;;F 36 ;7nR 36" VANITY LIGHTING Fu--48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) J� MASTER STATION -MV%;] ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR EM A/C REGISTER �i THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. to n� N L N E ` 0 _W L . o i,} ��c 5 N V -0-0- 2 M ` 2 Y/ 00 p 00 .�� ^^`` `Up°� QN V co M C E 7W V L O c .N CO70 W UH� W OLL< '0CY¢1<g- �Zz��� .V ❑� QXOG6LL�O� 2Cy11W)9tWOOM OZCL pQu�j W W x ¢ wO� DzW JILzZQwQ LL OW �F—�­ O� ❑ ❑ 2YZ ❑¢ ¢ ¢ LL¢ o R O Z N OW z I--� cM O Q � cM � W LL � ti z < W < Lq F-0�a.M 00 Z V F- W J O O I i I I I CD o Cq of o 0 0 N o o o 0 0 O z ' 0 N� Ln w o 0 0 0 0 0 c/ z Q w O W Op0 `. O V VVV5 Lo -� O or< QT--1 Z F— a-[L Ln = Uj m=w H W Zo eN aF-W 0 <D z oo(0 O " v aZLL w Z Z �z OU 0 W z z w W J 0 V­ LAST PLOT DATE N • March 31, 2023 O 2ND FLOOR J ELECTRICAL PLAN ABKL&M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308A IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2. 2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. A TM A 1 /AIM-12 MIN. GRADE 60 f REINFORCING STEEL SHALL BE AS 5 6 6 5 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-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7, 4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cjncrete overpoT and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NCTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" Q.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 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. y A 2 2023 \PVI - Virtual Review Assist, I Plans Review completed and pp for compliance with the 2020 FBC A Edl by Debra Anne Klahr PX2300 „'Y M O Q .- ? F. Ft r co .0 J 0000 ,,, 9 LO CD a � LO Q A 5 5 �% Z C r ' W 0 Z Q /N� � O0 o �tJ 60 0 U 0 d OcM00 cr) t/1 � N V -0-0-2 ■ M 2 M 0 0 U o Q '(n V LU aN W IV 0o 0 0 0. a CAI W ow W CnWOI- Lu I- Q ix _j of Z 0z Z C7 U Q Q ¢CYX J�03o:U) 0ILL 0 Z� O 0 aU)W9gZ0W00mZZ 1= U F- CY 0 W W - W N 0 fA W W fn X Q 7 J opIL Z LL 1�< uu�FnF=Luz �LUc3YU OOQ o O LL LL O Z W U ti Ifl�CMO Q M LO (n LL ti F- cM Z U W W JQ O d' i ! i ! ! I I N N N N o N 0 N . 0 N 0 N j- �_ co o M ' O ,00) C)o r c� o! B i ' O 0 NU ' n � N M d ZZ W QZ W O W 000 M +� O - U U LO O QWO -� Z aRaa LU L r) � 1 = W = LU m�� N O zo= ■ ■ Q�� C0 O ZWO O Z aZlr LL �Z r N J pL) ow W Z SNO Z Z Z W Lulill- CD N LAST PLOT DATE Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 11 `.. 11 11 I I� x It 1.1 1. 16GAx1-1,21" LONG (3/4%1" CROWN) I �' I�I 111• .,. STAPLES @ 6" O.C. VERT BETWEEN I tax j l 16GAx1-1 2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET I ! I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.211 SCALE: 314" = V-0" DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7,1 LATH* **ONLv APPLIES TO LENNAR TPA/JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H STUB -OUT FOR -' GAS METER O — O CV H C G 000 a _ U C 9 9 o LO Z U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-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. 6'4" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12';-@ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING c•7' w Q C7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 4'-0° t + + + + 4'-0" + + L� +++ ++t + + + + + + + + + + +++ + + ++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + — 15/32" CDX I PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE t t 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3l4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 good panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber FILL CELLS STD. 90° HOOK BOND BEAM W Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. . FROM ON TOHIGHEST ���l BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap ? ' min. 2" max. � 4 max. __TClinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh imn Wi Inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap Boise Joist Blocking Use 3" (10d) nails at 6" o.c. L"Y/ Provide adequate bearing for each lapped joist. nails SECTION Qn INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D 6. (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CD 7k 1-4 6A %" 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 1Yz" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 1'-0" 1'-1" 1'-2" V-2" V-3" 1'-3"' 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3•-7" 12 1'-0" 1'-1" V-2" 1'-2" 1'-3" 1'-9"M2'-42'_11" 3'-7" 4'-2" 4'-9" 5%4" 16 1'-0" 1'-1" 1'-2" 1'-2" V-7" 2'-5"3'-10" 4'-9" 5'-7" 64" 7-2" 20 1'-0" 1` 1" V-2" V-2" 2'-0" 3'-0"4'-10" 5'-11" E'-11" 7'-11" 8'-11" 24 1'-0" 1'-1" 1'-2'" V-3" 2"-5" 3'-T"5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to.top flange. Joist hanger �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. =V1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� 11-71 -1 3-16d 14" -1 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC W/ (22) NAILS T R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ a SEE PLAN FOR °. • . • FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN JA —i ,1 I1I1 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION d a 4 I° ° d )E I,— J I �J 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 PENETRATION PLUMBING LINE ----------------------- Z • ° • io � .a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE n ° a MAY p 2023 I� \\\ a a s _011 7 n///a �I SEE FND. PLN. Virtual Review Assist, SIZE & REINF. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 a;%srFtg� Fko CV) 0464, V a LO 3{ Co LO Al 15305 Ae �J g z a�vE .,fie '�'•4�.y-:�:• Lu O w z Q /N > o N o W 1V = M o U 2 N -0 Ow M w c: � O B t O O u. 88 o Q Z .N w aci oa^Q ° a W 0 IL! W P W J W 2 � O � � � zo: z o!02JaO�aLLUO0JO Q Q V �C3O�zWLL0_zmopZQQ I'-- 0cnX Q2zOCX00mz U WLu YeWa0Z00 a LL Z �0W BHP gwi �p < Q OQ 0 o pQz ~ Q LL O Z N OW > c) cMO � J � Cn LIL ti LU LO F -Wa- C'M �0-2� 00 Z V W W0 O I I O O O O t O .- M c�M CQ C) ;5 O 0 O O � N O I I Z 0 Nof 'n ; 0 (V 6 4 L 00 zZ U) w O W Z CO 0 zO z0 �--+ 0 _ U_ U rn LO � O CZ>_ o�� Z Taira Q�.Ir� W = w Q uJ m�2 ^ y / HQ N zom W ■ Cfl 0 ZWO Q U 5ZLL u_ . Z a z D Q F- J pV _o Fiiiiiiiiiiiiiiiii, W Z SN 1 Q z w UJ It- it 0 T_ LAST PLOT DATE Z 0 STRUCTURAL J DETAILS i I I (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD I TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER I 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 NAILER TYPE "S"MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER co 31/4" BASEBOARD IL MIN. 2500 PSI CONC. SLAB w a. MIN PSI MAY VARY PER - MUNICIPALITY. `o 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" X, TO CUT BLOCK OR POUR CURB DUE TO SLOPE T 00 M - — - D 6 MIL VAPOR BARRIER I I II ; 4 I I II I i III= r COMP. SOIL. I II (COMPACTED TO 95% I TiI=III=11 I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 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 rT"� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" ' DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS I DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS `7 Z Y �N SEE A/S3 OR J/S6 --"-I I I I U! hI WII I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) 41 6 x 6 W1.4 x W1.4 r WWF OR FIBERMESH ce) -_IJ� m • a . p. I I—III=1LI—III- O IIIII�IIJH11111 I�ILI `�"C 111,�,1111�11111�1111=,1' 8,1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —\ TYP. AONO OR STEMWALL- 700TING MONO SHOWN 'OR CLARITY OTE: FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" OL A 4' . °�., A.F.F. d ° . °' Z d e ° • .°' .A d °, .. ° q' . d .° 4 . ELEV. -0'-3 1/2" 0 ...d° ° ° °. °• ° d A.F.F. 0 c 2x4 CONT. ° IL ° ° d A ° d - ' 4.0 O ° a GARAGE DEPTH VARIES a A. ° A � A GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. XI 1"x P.T. STUD #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" } 11" 1 111�11 11 11 11 111- 1 ��� IIE�i11E�1�1E�1�1E�1�1E�1�1E� �IIE�IIE� - : � - • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' � /rO.H.D. RECESS E M r • A !, M Ili= —III III 4A I', . L�'T11—' lT _ — - . p: I 80 =111111�111 I'4�III ��IIfI�III ;•� '��;�. I�Ill1 -III I 4 i�l l h SEE A/S3ORJ/S6J -I!III IIIII„Ii—IIiIIIi1= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) 1. GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 6 MIL VAPOR BARRIER I p III 11 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2" 016" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 �3 1/2" MIN. D b' Z a TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00 �1- IJ ' 31/2"(111 I I I —I I1 T- -I I I=1 —11. --II_�l III-T11—IT (2)#SCONT.1—�IITI�1_11111;II�ITI �I�I� I� 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP Ca SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS �31/�N. 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 L- 00 31/2"(min.)_-4" ��rr -rr �•—� I 7-I-I• �—� ��� Tr' tv (2) #5 CONT. �f I4111 1L�-4rI L, �l8 - I, U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" APPLICATION /r NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 10d NAILS K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM w END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D #3 & #4 LAP SPLICE GRADE40MIN. Fy=40ksi a _z FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a ���1Tfl 11Ti�= D • ° °° <n II =III=III= #5 REINFORCING BAR R 1 7/8 ==1T=1I1= r T I I=I I I —I #5 LAP SPLICE I —I COMP. SOIL. (COMPACTED TO P =I I I —I I W1 I 36" MIN. LAP [36" MIN. LAP]XXAZ 95% MODIFIED PROCTOR ASTM ' �I I I I=I I=1 I=T_=III==I I-1 I'- 10" D1557) -III „III=„III,_„III,=„,,,III=„III—'� 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING (*"E REBAR DETAILS rF SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAb ,S. .. ,', s, A a`. INTERIOR a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C � e 00 - N I I=1 I f= I Q,_ I 11= M I 7=1 �1=� �r,� BARRIER"T' FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a w SEE PLAN FOR STRUCTURAL g LU COLUMN SIZE AND BASE o LU CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL .a. O C GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. I ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS € M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH .1BRICK PAVERS or SLAB PER —1 I-1 ° i I_ __1 I I -I— — — — — 0'-0" FIN. FLR.,-ik COMMUNITY SPECS 4� INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" K S3 I I //\///i� • • • • �• •. (2) #5 CONT. =1 I Im1 I I ON 3" CHAIRS (TYP.) 8" 1'-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N .c WWF OR FIBERMESH . p• -f 19 I1-1T=1 I I T T 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 MN C - A , A 111-IJ1, ,ll; r C C. ° A r Ill d d LI'' "' SEE A/S3/J/S6 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 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E, CONT. FOOTING STEEL MAT REINFORCING. r ' M d. 0 � W QQ 00 — — FOOTING J �fT1=ITI BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 D A n 21123 virtual Review Assist, Inc. Plans Review completed and appr for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PU300 O_ F F t o 04 N e 00 e :.'015 5 'l6• � Q Z 0 w W 0 z Q > 0 W 6. - U M 5 N ,) to V -0-0 2 v � M .0 U 8 _E �`�g aQ .Ns w0. C n1 CQCN W IV Q C - 0 W �WW W O Q OJO LQL QU QOX03:ir;V0 crJ(nW 0000 C3cn9zZoRm9=Zl 0ZWafnWWWn�W_QO ncwo ~pwFyzw00w)z LL oQIL ow O D Daz U_ < O Z CN 0� U) O M �o Q Lo �C%)�I` Lo �0�a-c'M 00 Q > Q Z U Wz W Jc:) m o 0 0 0 f� M M O C:) 0 0 O N 0 I 1 i l ' z O N Lo cn L N M 4 I I i U � co } z� Qz 111 CDZ --+6--1 O W V UJO_O VUFn Lo 0 Ow0 Z aka Q W a UJ ,�u".'� _ I mit =w N x zoo LLJ cp . CD Q O O gwx • ` a z J O 0 z z z J Uj d- N LAST PLOT DATE .. z 0 STRUCTURAL DETAILS - MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 'i 3�c (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL tS SCALE: N.T.S. 12 �Typ) SEE ELEV. I � SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED 11 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" EMBEDMENTEl 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 r.1ail . ••• •• _ . - ' •- . �! ■■ _011 ii!I_ ■■III III■■ mill) ■■!II lii■■ �IIlI IIII� ■■III lil■■ Milli IlIL� ■■M II!■■ Milli IIII� _ _ = 10 O NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED -' - BLOCKING (TYP.) \—ROOF PROPERLY. TRUSS O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a E a e e' Y' e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING Bi 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" L[1] V SOLID AREAS ARE ❑ STEEL AND GROUT ❑ SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 OC 12 7`7 SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ ❑ ❑ x x BL K SIMPSON SP2 w/ (12) 10d WALL /T NAILS AT EACH STUD \LAf CL LDOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL ❑ ❑ ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. ❑ (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD I LMAIN SPAN MASONRY LAYOUT rD 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 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ ( 10d x 1 1/2" AT EA STUD (USE SP6 F 2x6 WALL, USE SP FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a. WALL PIPIE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° c a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a ° DOOR STOP PSPN516Z w/ (12) 16d NAILS ., MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF GARAGE ' 48, SPLICE STAGGERED DOOR J-BOLT r �M • TRACK BRACKET G n, - 10d @ 8" O/C DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (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 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 6) (2) 2x HEADER SEE PLAN $R S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —i NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON Pi SIMPSON SIMPSC R SP4 SP4 NTEES SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U � U) 2x TOP PLATE V1-2-16d 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 NOW BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED 61 J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) N . 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. i&NUT ROOF TRUSS ABOVE 2X BLOCKING a 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) -(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. MASONRY WALL SIMPSON C FF SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELDKZS4 7 • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING tj • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P,T. BOTTOM ' UU PLATE 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. M�►' ®� FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 Virtual Review Assist, Inc. Plans Review completed and apr FBC for complianceDeb a�Anneth e202K ah® PX23DD Y 0 a y`L` M O 09,EW J OD ' rr ' 1^ O LO In Q AP LU ar'' o w 0 z Q 4 W L �O U co c y NMM N /' O C)w 6 a W O u S O U 0 0 Q 'N w QN 7� CD E - V a ^ �a W w �u vi w0E- U Q W ��~ z of of i 0 0 0 0 Q Q 0 3 V U_ V J Q q z x LL o z m o O Z Q a O''W0x¢Oz0Fr00mz U C� 0 0 U) 0 Z _0a>z"'ozzU-ow00c- �a0w �n_Wz� oa �Dw g�U) gwpiU Q 0Q o oQz�¢ O Q L_ O Z N OW I-- 1j) 5 ti M O I5 1- QrA M LO cf) LL^ z LU < lf') I— W 0- cM a2� Z U W W JO O mCD I 1 I 1 1 I 1 �— o of 0 N N. o N co h �_ cM M C)ib0 C)O O s- N CDI I i ' z O NLo LU N M "i 1 � CO ♦^ } z�- aZ w O 9 co 0) O U U U LO �. 0 pz5; Cwo z a�a L±"i = m = w H2 N = ZoO QX: cn 0 z�0 Z U w a-ZU_ cnz Q F- 0 O"J a z z z z w Uj 0 LAST PLOT DATE .. z O STRUCTURAL DETAILS SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°f 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX g�� SEE SCHEDULE - IRSH] - 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° t SEE STRUCTURALle NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w! (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d 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 1/2" CDX PLYWOOD OR 7/16" ' AND 12" FIELD AND1 O.C.. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 @ 3" CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x47 " LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w! (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w! (2) 16d TOENAILS MOISTURE BARRIER 1 Od 3" 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOC - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w! (7) O.C, MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"X21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T r X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1K 1/ (2) 16d NAILS -WOOD TRUSSES co co 2"x4" CROSS BRACE APPROX, 8" FROM 2x4 RAT RUN BRACING 1 12" 1 1 2" X RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/2-16d 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS HE @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") 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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) wl (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :..: 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION „ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2) 12d TOENAILS NON - LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. S5 S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj's� SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE kTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (*'l0 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/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G 0 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 MAX. 9" SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING 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 If BLOCKING, FASTEN WITH 10dx3" @ 4" 0/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 STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD . SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C �ninnn Toi iee�e 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '---CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-O" MAX. a 9 Y CORNERJACK U w z cr 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O-C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. aq NOTE: ZTOP CHORD 2x4 #2 SYP BRACING NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BZOTTOM 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 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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION - 2 2023 Iv d E 'tion c+9 IN cn cn y��`-ii� as Lo 4t `. ROO ] 80 °,� Q Lu 0 w z Q W L Q'o o U 7 N 2 .F N ai vi u M / • co c: W E O u o p�8 o Q 's QN N V w n ` c �; W >V 0 co N �v ^�ncl LLI w w w w w i 0 H w J w z Q' Q z �O��aOQ�awV0So Q Q U �OO�ZWLL0zmo' ou)� o_Zo�oomaz Q O O O Z fn�n jcAww�_zu_ <C)WJ QFQOw �zWZOw0pa. U- Ow i�� swop a oQ o 0 o¢z LL Q LL >I O Z CV Ow > (n CD DU)cCMO J � � W Lq �-0�Q_Cie) QUQ� Z � ww J 0O � � 0 oo''oIN IN 0 0 0 O N O CCO Cl CD O � N CD z O NLo> N m v ZZ ¢W O W U 000 uj UUU5 0 ova Z a.iza w u) w~ Lu N Z-'O w >" (L Qm� ■ ■ (.0 0 z0fo O Q 0 a.Z� Z az 3e Q F� � OU O CL Z Z z w W J N LAST PLOT DATE . . Z O STRUCTURAL -- DETAILS 1 E 1lE. r 1 1111 'TV' 11'1u' 1 1 U I! -I U U L I 11 1 I 1 f I 1 I (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24° HURRICANE ANCHOP @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSL 15132" CDX PLYWOOD OR 7/16" BAF E BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB 2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL � NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. — METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od J 0 W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = Uj INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA?00 S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM METALSEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE °4 BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c co I —I fT I I—J 1-I I Ed 6x6 W1.4xW1.4 1_ III —I I I I e e WWF OR FIB ERMESH Ti T1LII STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT ELK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cn v 4"x4" INSPECTION PORT AT tr a EACH FILL CELL TYPICAL LU cn a AT GARAGE CONTRPCTOR M TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE o0 (3) # 5 REBAR ON 3" CHAIR �I I �� STD. 90'HOOK LL (SEE DETAIL) W/3" MIN. CLEARANCE 1411 1 V-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS1 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 FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-01, S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN r SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8)1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-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.15 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 d II=IJ KJA I— I 1 I I111 #5 CONT. ON 3" lI111II11�I 1C1ICHAIR W/ 3" MIN.88$��CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. w 2 g 0) B 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER f 0 SECTION X-X IF LUNOT FULL HEIGHT SHEET - z "-@ G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSURE F F SHEATHING w = SOLID2x en C BLOCKING @ ALL Q C SHEATHING y EDGES (SEE OPENING SECTION X- w Ii U C x w x E 2xSTUDS w BEYOND. n SEE PLAN o y I �2x4 P.T. BASE 2x RIBBON G.', VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIA1 1 r1 r\/A Tl/1A1 r%1 A r%r%A&A 3/8" "S" = NAIL 3/8" SPACING S S 1/2" 1/2" I- 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 wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERMAL SLOCKNG SECTION X-X T�7 SFF doh, 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.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM �" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END LUJOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN X". y i (Z NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. J 0 w/ 8d COMMON NAIL w LL Uj O 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y ¢ O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. ¢ ¢I-OOIn cn OF N 00 LL ¢ Z iO U. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N MEMBER IF GABLE END .LL-� 0 LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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. TBOT. PLATE oFR/ FLOOR TRUSS / FNa, OR iVIjj:AP.. M SEE PLAN FOR REQUIRED' CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH N "' .III .a .�° .. .° = -III— I I —I � •I I ' . � •• ° : , ILIIIII�illll° e' HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) 1 (2) LSTA30 MAY 0 7 201 PLYWOOD SHEATHING NAILED PER NAILING V \/SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C Virtual Review Assist, Inc\ 7/8" STUCCO FINISH PER ASTM C. 926}Com li Plans Review cOm Pleted and app' d APPLY 3 LAYERS W/ TOTAL THICKNESSor compliance with the 2020 FBC 7th Edition 7/8" OVER METAL LATH. FIRST 2 LAYERS by Debra Anne Klahr PX2300 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE T III=I' z —I I r 4mz (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING r� V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0'. GAG ADDITIONAL INFORMATION. �7V cn e s , r LO O ! " 15805 ��� co LO ' < ' S'') R"- W 2 O W x z Q SIN` > o0 R o _W L 0 M � 6 a c" N ) c Elmoc) N V O -Om u a 0 ,- = cc ) A' 0 j W � u T11 �� LL 8- a Q U (n V LU Q"r � M �, N o �00 0 a W w w� W U2 W 0O Y00J0 UI LLI Q X0mJQO�< aJ apaOZ �°�UJ W�m0f- cn000? 65of¢0C1 Q00WWzWOwW z ¢0 W �F-� M W2 0 ¢ O� o oQz O O Z CN Oi­- > (n O M O U)Q L� 2 U) z < LU LL' F- of a- m W 0- 2 T Z U Wz� W c:) J O d' I 1 t� O 0000 O o � � M M N_ o O cq ' z O N N rM v ' CO'^ >_ zZ NJ QZ O W zw c O +-+ O O U U FO 0 OQ Z atra Q �--I I_ W a WF � �w '� ^ L / Ho (V O z W a. Q�o= � ■ ■ 0 zw0 C)Z UZ� :5 LL �z 0U 0 � z z z W US6j CD r*- O >0 LAST PLOT DATE ■ Z 0 STRUCTURAL DETAILS - MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYVI1ALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16"0 LONG 1x4 P.T. FURRING 3/16"O X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" 1x8 P.T. TAPCON @ 16" O.C. & 4" FROM EACH END w/ MIN. 2X8 1X8 BLOCK@ SPACING �� PER MANUFACTURE 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHTAPCON @ 16" O,C.& END w/ MIN. 2" EDGE DIST.FURRIN4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" * SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OS13 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4"'TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �- 2 x 8 45 DPAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x $VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,,, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WA:_LS) INSTALL WDW, SCREW---------f= ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 RE& m'P.) STD. 90' HOOK (1 t I ±5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1l4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" 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 4W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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. 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 BYE 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 (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. a. III I III —III III j —rI�TG D ° III —I 117—�I GRADE a M D. z r D ' A. a \ D (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = 1'-0" FILLED CELL PER FOUNDATION PLAN ,R YP.) THE S I IAIAnr%C:DTADI C IAIO'TAI I TInK1 FILLED CELL INSTALLATION I H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRL_ISS DESIGN SEE NUTS 1 BELOW 2x SUB FASCIA I , ALUM DRIP EDGE ER 'a WALL TYPE ALUM FASCIA F'E R PLAN I kl r' 1-314" TRIM PAINTED I I ) F CHANNEL, —1 _ems 1(, SS NAIL wl 5J16" HEAD i 2 FASTENED PER DIA l 4" O.0 NOTE 2 BELOW 1 h,1. l CCNT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO FLOCKING NAILED TO TOP BL.00.KING wt 2-12d NAILS {"} CHORD EVERY OTHER TRUSS W 3-12d NAILS. TYP. (") G.C.! BUILDER TO VERIFv!PROVIDI< SOFFIT MATERIAL SPAN CAPACITIES BASED ON I HE DESIGN PRESSL.IRES SPE+(IFIED FCIR COMPONENTS ANU CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMFNT AT WALL (PER ALPHA ALUM INC. Ft # 16 544 R5 FL P OCUCT APPROVAL) F CHANNEL FASTENED TO: - CN9U w,l T NAIL ,09T" DIA. @ 24' O.C. v%0 5`8" MIN. EMBEDMENT - WOOD wi (31 16 GA. &14"x1/4" CROWN STAPLES r 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w; 16 GA. 34`x1/4" CRC)WN S (APLE I;a) EACH (37140 7VE { STRUCTURAL SOFFIT SF" 1 SCALE 3,4" -1'•0" (•") FOR ALUMINUM SOFFITS WITH SPANS REV 09 21 2021 , V- t", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA `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. A, (2) 1Od NAILS @ 8" O.C. O�FRjyq TO TRUSS TOP CHORD + + �FNGTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCAT F- 3/4 CCC QUGCT rV) Anon z 0 LL 0 w U D U 0 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD /—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG-'..�., RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" F-0" INISH SCALE: N.T.S. • #5 BAR C p a A CENTERED W/ . D•:° .. .AD s H IN TOP c _ KNOCKOUT/ N ' ° CHAIR BLOCK MONO FOOTING ( = D SIZE AND REINF. PER PLAN AND SECTION DETAILS —I CLEAN FILL _I a D a. DIRT z STANDARD o 0 90' HOOK N #5 BAR IN FILLED CELL , ss- - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM A FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. • f Nr #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I i EXISTING FOOTING RETROFIT FILLED CELL DETAIL Virtual KOV18W Assls . Plans Review completed and appro for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. fi . -� N • • O` J 0 �/ ° c� M c d'a A 01 05 r o Ln •4�. Q 0 0 w 0 z Q VI 0) L E o 0 L C so W U M0 N VNINE 4► `0 8 p L� B 0 ,N L.LI QN y E W L. O co n W P W J W � 0 � � zX 0 Q Q H /W/,, v W00g J�0 U_6,00 � 0� Z uW 0 2 2 0 � =) 09gzoWo51x JO F- ¢ Q O cnLU jcnwW�cnLLx<0 _j0a.0, �z_WzOwUOa (A LL Z �0W ��� �wD —p —pQz Q ¢ OQ D LL ¢ LL O Z w 0I­_ D z) ti �F-MO Q U) CO it LL G U F— W a- (M Z V W W JQ (D II! I I 0 o CD 0 0 0 Q0 CD CD ems- C\7 M O � O O r O I f I O L0 Wo > 0 0 0 L zz W vJ Qw O W O O O_ �1�-+-+ O V LU UV70 F— Zor- ::)z> 0 w- W-< F— W W Q L / = m=w cV � zoo W Q�� (� 0 zwoo O Z r, `J W aZI � ZQ z < LL U O a M� W z z z w LU N LAST PLOT DATE � . . Z 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS �1 2x4 SYP BLOCKING \ FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" MALL 3YP CUT TO FIT \RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS '1 EW "A" SCALE: 1" = 1'-0" E G 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 x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" z 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L GLUED AND NAILED TO STRINGER OR DRYWALL SPACING SECTIO 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" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/}" X 2 J" TAPCONS @ MAX. 32" O:C. G.1 + TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" N VIEW SCALE: 1" = V-0" -3/4 PLYA ON DECK `2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2x4 BLOCF C SCALE: 1" = V-0" 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/ J" X 2 t" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR PROVIDE -2x8 SYP DRYWALL STOP BLOCKING MUST NOTTOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 ❑ 2X8 BLOCKING - 2x4 PT UNDER 2x12 OR LSC EACH FOR NEWEL POST STRINGER TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND OR 1 j"X16" LVL FROM JOIST TO JOIST. USE NAILED TO SUPPORT ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0 1 /AIM UUIVO I MUU I IUIV Ur. I /AILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW JOINT -TO )ISTS) 2, PSON M 10dx1 u ECTION VIEW "H" SCALE: 10 2 2AZ3 V'/ Virtual Review Assist, I Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 .d' r O 0 I Q W x k;O ARC- w 0 Z Q 0 W ': 0 U M F Ln M AV' W E r CO U O p E: g o ¢ V/ U o N ¢ � Cn V w C) W >` 00 � � m a W L o w vi w 0 1- W 6- WW O QQ 02 QaQ �p3 LLUO�JO <XJ LL0Vo J- Z2_�j0VF O�pQZOWOOm-WOZ5 U O Z �F oaO JOOw Z0O d>zw0LLWoQ ��ZwZ a¢ � LL w zQLLQ O LL 0 Z w O� D ti ❑ M 0 Q � co � U tL L0 M QU�� Z I- W W JQ O co ! ! ! N N N N o 0 0 0 M a M a I O co� z O ! ! ! ' o L U N, ci 4 00 ZF Q Z W O lJU zz 000 �+ O V VUU) Lo O O�Q Z CLXa L , = MWF- LU =w Ln HM N � zoo W WO O 0 Ww Z �Z J pU ow z ST Q Z Z W W J qt O LAST PLOT DATE Z J STAIR DETAILS IENGINEERING I SPECIFICATIONS I PRODUCT DESCRIPTION I HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. IMATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI 9 CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI * REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W1 MAXIMUM 9 PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 9 7/32 INCH WIRE PER ASTM A51 0 9 MORTAR PER ASTM C270 TYPE M OR S IGENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7.7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING NTH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 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 4Wr-*q4" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 0-013 8F12-013 BF16-OB 8F20-OB 8F24-013 81`28-013 8F32-08 8F8-1 B 81`12-18 BF16-IB 81`20-1 B 81`24-1 B 81`28-1 B 892-1 B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 B974 10394 11809 - 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 4401 3069 3719 5163 6607 8054 9502 10951 3069 1 4605 6113 7547 1 8974 10394 111809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 11-8-9 4375 6113 7547 (7) 8672 10294 11809 5'-4" (64") PRECAST lell 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 (361 7342 (19) 8733 (19)110127 (1 6-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 7181 (19) 8328 (2 6'-6" (78") PRECAST 908 1238 2177 3480 3031 _�� 3707 4383 5061 _T 238 2177 3480 5381 8360 10394 (37) T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 - 1011 1729 2661 3898 5681 8467 (44)l 6472 (15) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 (37) 6390 47 10'-6" (126") PRECAST 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 (38) 4754 (45) 11'-4" (136") PRECAST 582 945 1366 1846 2423 3'127 4006 582 1 945 1366 1846 2423 3127 1 4006 12'-0" (144") PRECAST 540 873 1254 1684 2193 2805 3552_ 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 --�4-21 706 1002 1326 1697 2127 1 2630_ 14'-8" (1176") PRESTRESSED NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED NR NR NR N R N R NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED NR NR NR NR NR NR NR 300 1 548 950 1326 1609 1849 1 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR __�35 420 750 1037 1282 1515 1716 21 �4' (256") PRESTRESSED N. R. NR NR NR NR NR NR NR -�-80 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED I M. PL. N R N R N R N R NR NR NR 1 165 1 315 1 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N. R. 1 NR I NR 11 ZNR NR NR NR NR 1 129 1 250 654 884 1092 1 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 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB R F 8RF18-OB 8RF22-OB 8RF26-OB 8RF30_0B_ 8RF6-1 B 8RF10-IB 8RF14-IB 8RF18-1B R F 1 1 B 8RF22-1 B 8RF26-1B 8RF30-1 B 4'-4" (52") PRECAST 1749 3355 3280 4 4 4349 3 9 5421 6493 7567 1891 3699 5206 6 6639 6 3 9 8060 9479 10893 4'-6" (54") PRECAST 1596 3063 2992 3968 391 6 8 4946 5924 6904 1756 1 3699 5206 6639 E6639 1 8060 9479 1089 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 9 6389 8060 (34) 7917(ig) 9311(19) 6-10" (70") PRECAST 01V 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 639 10 10 8060 (39) 7402 (19) 8706 (19) 6'-8" (80") PRECAST f Z71 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 1 7915 9479 10893 (3� T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 892Ln 10893 (48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 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 LJ-LINTFLS 4^=N<494" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2--1 0" (34") PRECAST 1293 1642 2135 1 3'-6" (42") PRECAST 1025 1 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 6-10" (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 1 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N�R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4C^Wr_4#9qM SAFELOAD PLF TYPE LENGTH 8RU6 EIRF6 REINF. CMU* 44" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 1 693 1249 5'-8" (68") PRECAST 408 407 734 6-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 41CAN11,4094" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 81`20-1T 81`24-1T 8F28-IT 81`32-1T 8F8-2T 81`12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 - 1569 2524 3547 4569 5591 6613 7636 4'-0" (48') PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 (23 1021 1634(12) 210411)l 2571(10) 3039 (10)l 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113q15) 1471(15 181115) 2152(16) 2494 (15) 591 851 1326 1705 2084 2463 2842 1 U-13" (126") PRECAST 530 552 914(15) 118�15 1458(15) 1732(15) 2007 (15 530 686 1183 1526 1865 2204 2544 11'4' (136") PRECAST 474 485 798(15) 1034 (15), 1272(15) 1510(15), 1749 (15) 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9 441 723 (14 936 (14 1151(15 1366(15) 1582 (15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(15 373 606 (14 783 (14 962 (14 1141 (14) = 428 455 770 1145 1444 1718 , 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14)1 723 (14) 887 (14) 1052(14) 1218 (14)1 410 420 709 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) 162q11 187�11 164" (184") PRESTRESSED 224 302 485 (13 626 (13 767 (13) 909 (13) 1052(13 230 364 609 897 1 1224 (8) 1562(14)1 1801(14) 17'-4" (208") PRESTRESSED 187 255 404 (12) 5LL 637 (12) 754 (12 872 (12 192 303 500 732 993 (8) 1268(14 1470 (14 19'-4" (232") PRESTRESSED 162 222 347(11) 446(11 546 (12 646 (12 746(12 166 261 424 616 831 (8) 1057(14 1225 (14 21'-4" (256") PRESTRESSED 142 198 306(11 393(11 480(11) 567(11) 654(11 142 230 369 531 713 (7) 903 (13), 1046 (1 22'-0" (264") PRESTRESSED 1 137 192 295 (10 378(11) 461 (10 � 545(11) 629(11 137 221 354 508 681 (7) 861(13 997(13 241-0.1 (288") PRESTRESSED 124 175 267 (10) 341 (10 416 (10) 491 (10 566 (10) 124 200 11 A 450 ELM 756(12) 875(13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS IcAmr-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6- T 8RF10-1T 8RF14-1 8 RF2 - F2 T F3 - 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAS 1 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAS 1 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 4224 5074 - 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 6-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 T-611 (90") PRECAST 506 797 1462(8 1952 (7) 2442 (61� ��311'(I)j � 57 506 967 1462 1952 2442 51 21 9'-8" (116") PRECAST 395 491 931(12 1301(15) 1640(15) 1980 15 2322 (16) 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS � % , 4 % . 4 , a I < I& . '& 0. 'A . > > 6 0 0 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8-1 B 0 (D 0 � A . 4 "1 0 - > > 0 > 16 OU0 i 8F12-0B/1T 0 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ ( #5 CONT HOR BAR IN EACH - ALL18ROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP M MIN. (1) REQ'D I 1-1/2" CLEAR C.M.U. => L U) (0 x 0 G� 0 M C14 -4 A Uj Of (q Uj LO - #5 REBAR AT 0 � �� (_03 (D b a Uj BOTTOM MIN. (1) F_ REQ'D W 0 0: z Z LU 16 GAUG E Uj 4 F_ L POWERS STEEL 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. OD �5 16 #5 REBAR AT TOP /---MIN. (1) REQ'D _j Z 1: � S2 0 LLI z 1-1/2" CLEAR C. M. U. -GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8" ACTUAL PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED FUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY Q 8F16-1B/1T NOMINALWIDTH!� QUANTITY OF #5 NOMINAL HEIGHT RE13AR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION A' 3/1611 = 1 1-019 �0_1 MAY 0 2 2023 V' Virtual Review Assist, In I t In Plans Review completed and a v for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ii) r Cn Cq 'Do Cn CV) LO 0 00 L0 AR, LU 0 LU Ir 0 z V) 4) 4) M LO E > 0 0 LM '0 U CV) '5, C') Cq V) co P 4- V) ocno z U -0- 1 E -r- z co 0 U-8 r, R < ­0 a) < V) 0 U LU _C� C 00 E �2 - L5 C) CO CL LLI LIJ W W 0 LU W LLI ZO i,- x X x W02 < 2 < < 0 z rr =) - _j 0 L.L 0 0 W _j 0 < < a x - C/) W g 0 0� z1ty00MW< 010WHz wFnir Z=) III 0 0 0 CY U) 0 Z WW(L8WW0�_z'x<0W_j W (D a. Z�c zWz2W001 < < LU F- V5 CL LL I.- OW 9 Y Z < OW 0 D 0 ;� < Q� < 0 < < LL LL 0 C:) CN z W F_ > q (0 0 C41) < (D 0 rl- U? LL 'q. C/) - P�' < W < LO z 0� 0- cy) 00 < < z W z W _j (0 0 0 C) W M a Q C N Q (14 Cq z 0 >' C'i C'i (Da 4 6 0 6 LO I co ccr <Z C) UJI 0 -ozz 0 W LLJ 0 0 Lo0 or< Z W-CL '�M Ln r W = LLJ P Ln F I. 0=)O ZOM W (L (.0 < OZWO LU Ix ILL C:) z Z z z < F_ 0 U 0 CL 1.00 Z S1 1 z z LU W _j > LAST PLOT DATE z 0 STRUCTURAL .j DETAILS A (LEFT) 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 (I1#5L (1)#5U (0)#51. (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 &-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 414" 3'-2" PRECAST (2) D4.5 WIRE (21 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 5'4" 4,0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 i712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 88 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 43 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 18 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 49 K525 17-9' 10'-8" PRECAST (2) No. 3 2 No.5 329 602 602 430 02 12'-6" 11'-2" PRECAST (2) No. 3 2 No.5 312 570 570 391 70 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 174' 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0' 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED LT DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT 5-SOLD LINTEL I LOWER LINTEL CAVITY [8x1 6-P-11-M] NOMINAL WIDTH+IH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS [PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (U)#5L (1)#5U (OJ#SL (1)#5U (1J#51_ (1)#SU (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'Y DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 1000C 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 41-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-7' PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 914" 8'-0' PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 1 V-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1114" 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST 12 1 No.3 2 No.S 1439 1439 1075 1439 12'4" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) NO. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14' 8" 13'-4" PRESTRESSED (2) No. 3 strand + (2) 7(2) 1419 1419 850 1347 2 No. 1154'4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1291 1291 775 1270 No 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 993 993 600 1084 No. 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0" 18'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 834 834 390 763 No. 22'-0" 20'-8" PRESTRESSED () No. 2 3 (2) 7116 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.S 642 642 306 599 .•�1 `�`i? `•'�iY9 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEI LOWER LINTEL CAVITY [8x1j16-P-11./lU] NOMINAL WIDTH H L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 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 BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6-4" 6-0' PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 '•�'�r ••..■'fir •'�:: DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 f LOWER LINTEL CAVITY [8x1 6-P-1 L/l U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U(1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" l'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8' 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54- 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 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" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4- 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'4- 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'4' 9'-2" PRECAST (2) D4.f WIRE 2 No. 4 1186 1186 1014 1251 I V 4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0' 10'-8" PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'-8' 13'-4" PRESTRESSED I2 1 No.3 (2) 7116 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand+ 1095 1095 551 887 2 No. 17'4" 16-0" PRESTRESSED (2) No.3 (2) 7116strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 607 607 317 601 2 No.5 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7116strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No. (2) 7116 strand + 24'-0" 22' 8" PRESTRESSED 12) No. 3 (2) No. 5 399 399 217 412 DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P -PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-50LID LINTEL -1 I LOW ER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJ ` QUANTITY OF#S BAR NOMINAL HEIGHT I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" F-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 V-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" 101-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 134" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No. 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No. 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 877 877 501 966 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand +2 850 850 471 923 No. (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED (�) No.3 No. 5 740 740 393 772 `• f�1 � piY1 ;rai.. Y1 ••�y:. ••�:. ••tea DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH H `QUANTRYOF#50ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS 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 GR*Eu�'D TOP LEG BARS: (PLACED IN(SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc ro �(TIED OR WELDED) anBOTTOM BARS NSEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - C 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" 2' (1) #5 CONTINUOUS REQ'D. M PER STRUCTURAL PLAN m "� 7/32" STIRRUPS AT 4'-0" cc "O M (TIED OR WELDED) ul r BOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQt ZED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 3'4" 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 6'4" 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" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.S 1 24 36 4 2 36 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No. 3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" 1 PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14' 8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 2199 2199 1219 1846 No. 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1023 1023 576 1121 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED 2 O No.3 No. 5 898 898 481 947 a•�,� r�9 a: jit,� '{'jq •i•1•■ 'Z{■ TYPE DESIGNATION P - PLAIN LINTEL/ T'QUANTITY OF #5 BAR AT .i.i„ .t.4 .�i,• S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] t'' •!'•� t + •� J J `QUANTITY OF #5 BAR AT NOMINAL WIDTH NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL #5 111 SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DY DETAIL'DK' 3-8" 2'4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 1D000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 1DODD 9686 1DODO 4'-2' 2'-10" 2'.6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'1" 3'-C' 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 51-8" 4'1" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-8" 8'4' 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 .•. .: ....�. i�•�r .,•„fir i^j, .,r�, i^�;; DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR A.T 5-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINALWICTHJ `QUA NTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 *-C' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 1OODO 6836 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 100DO 5613 10000 51-8" 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 7'$" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 ai 1 .�iY•! '�i11 M4. DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION r_ r*WJV s [8x16-P-IL/IU] H L %*. O UNIT '2551' - 1ST FLOOR PLAN 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE 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 �(1)U(0)L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2.) No. 3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 ]::�393 37 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 .r r DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1 SOLID #5(1)U(1)L SOLID ##111)U(1)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 1OD00 8604 10000 4'4" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'4' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 6'-4" &-a" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 -8. r;7- 8'-4" B'-D" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 1 2844 V., `.• a ' •ti,! :'sue. ��: :'•,. DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8XI6-P-IL/li ] TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTHrI`QUANTITY OF#S BAR AT J NOMINAL HEIGHT UPPER LINTEL CAVITY MAY 0 2 2023 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WJFKING LATERAL LOADS (PLF) 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 5'4" Precast 663 1940 Precast 583 1624 6'-6" Precast 486 1396 74' Precast 403 1134 71-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 1141 Precast 132 651 12'-0" Precast 111 593 174' Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended 04 0 1.p�A :,� N Cn ✓; ^i SEW J 00 • T M N� O 00 y� P+1 Ln r 1 ! • R0015 I # Q O W OL 0 z Q SIN, LO > O o W L Q M N u MCq m N N ♦� M u C3 m u °M, -Q 70 - M A�E 0 r O W u g p LL8 <:E •�N W0" V aN 7C) ` 00o m a °a �Wy Wr^ V W ow vi w0E- uj W 0 a < J 0_ Y Z LY Z X -J W 00u- LL n0O0 C'Jw�§OZOW000Mzz JO U O O Z v�Ca)0LuLu !nLLx< ��QOWQ55KWz - Uoa U W LL ¢Ow gF-�, gwZ Ox 0 � OQ LLQ O I-Qw 0 Z CN LLl O� D 5 ti O M Q W CIOLO G N� aui _M L.L. 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"Jnag , P.E, o411 Jec.21 12rTi2020 04rz P021 is ryoft'20.1 Aaraer.ti# Caragas: E.rdaror Coors I&o0l M,7838 PE-41409 WNY8743S5 rtaibCategoM. 5enenp Extena Dos Avaemlbixs siaso"ha*,tmww c Caanplann Method: Evataaltal Report tan a cif Fluids Regrsand Ardulad a • Liealsad F0006 Professional Ent reef FU2BU&M products tgit iyalm 1 s.. 1laeana-Tru Freer-c sdc sea ynma-sal MYnnal W39:66wd lmeods4u-x; ootoua 12a3 rwlau rcfl rocs vs wit CarttP9ate Edge Fo wail l Sndia Door flnswagaTinarttg. %aaltpuntasl 2 b, T1»ans-TruParw-cosacmd5 ooth--gar Wmne166Yi51a 6Wrtimp-014,quol. Dotal 57J3A1..4;8 Nn Yr+1 7 r21K Cn poata Edits Fuca S.ew Doer suer 3bep6rre10natrigrotftSYipag' XO OX a OYS7 Conilguramnsl 3 r, Tnnina uRbr-dasaac and 8maear-Slar F4mhalGMl39'a stlu 4mrsaaqua:. tipsq.is +..�31C[i>} He Yes Yes r1VA 0moos to Eder Fbovmss Double Der eta or Mina t sarlam xx or oxxo Catapurstiais) 4 d.. Thermo-T. Frhar..C6sslc rrt'&amla-Scar NaWnM aae34:0 aWa;tgMa NwR, Opeaoa 127312o26 Flo 4'aa Yen WA. Comyosas Edge Rbrgless Single Data in4atrrg[Sdtswiag; X eaalgundlarsl 5 A= TI1sRm-Tru l"ke-Clat€ic and 5m[ad Mgr "arnins ail V iqua:Npo+nL4yCS o"It a 17P51r02s3 r!G 1. Ias wo, Carlposaa Edge RInatlaw Single Door an Sid ills") 7nsalrgpueYhag XO oxor Oleo -agtrrallon.) 9 I T►etma•11al Flow Classic and D,MamaaShir Nerrsnll 44A3904gaa.trpaaswot op ai t 12r31k^n12F Nat Yes Yes WA Cmmprn+a Edge Fite girst Abut* Coor win a udlRnd ad.1- prteainpr0ratmang, xxa 6xxo �ar�,ra;.a,4i 7 6 lrrr m IN noor�M4 C and £nkedn6-5i'ar Nrxmnr st"ti 44ad:tread&p1e4 D#xS.a'i 1221 a U:a flo Yes ves WA dvmp,meita Edge Rbarl Sirriie 13- IN#a'sttaYlu4e'alrp: x teelguroahl a t. ThaR 1. F'rr -Cy1yc and SedWa-SR+ N--o d&t3a;s Aquat.anpad0ua[ G4aaad IW31 u a No '+M Yee NIA Com"We Edge Fiberglass Slade Door van 511dNtNs) drelalritrjuul XG Oxa 0%G 9 c Tbiania Tnl FioerpasAe and 9aalemta-°3[ar Nannot 98laNn btNa:irga 6gUCt Sued 12Y,;1i2h1;16 Nn Yes Yes' Will Cmpmtle Edge Rbarger. Ill coa raft or w411tut Sidaaas "mein wc.AFennm XX a o-Ao ."uralABet 17 d lrxnaerCu Fiber -chase end Sinodliva€ N-ol 8&e3R9 Esa+Artapi tlBquok Wsaed 12S1d202a No Yea Yas WR Ctiry 4ta Edgt R when SinEde DWY (nw ngicwt'allg, Y emlyrimit", 11 k. Thlim-Tru Rba-Glool and Smooth -Star NmAnra URNS tuned Innxic of Gaited 12r,IC'0?5 No "r'a5 Yes WA. Crenpaane Eoge Flbar4aso Singe Dw ven 3rd lkets) IlnylrlrpiUltxmrp; XO, D%a CXO coaqwwfory 12 1 thrcr.aln, Flo,, o 4z4: WO 3-caa-vat Namara 961l 4,310 71"VAwdt Glazed i:' 3142QV Nat Yes Yes wA r•."Clo , Edo, FibeLrrSe Doubw caa orth a f>Ahout SlddHft i,7noo ngrY.0orng, )DC a OX%O "frairallalm 13 t,. Tharana.Tru Pbae4a"c and tanfwa 31H Nd*vr,e saA3:i:64>arat.Rged4wr# G 12+^,1 Qry2a fb. Ya5 Yes WA Waded Com ::rompoft 6,194 nbNgvi5s Single Dore small lW*ing XC'iRAgtrlaWi 14 n. Thamla-Tru kiew r_C*90d and amAOM-Stan f -al 6aran:9 aprd trfpeelhqurX GMzed H. Y6,5 Yet# WA Ml Co- coarPa4rt € . FlGarsi- 3.0. Dixr wah t'AU-if kM:dtd [Pen ai3Nbetai (a1v a1gl�ran'+'rs9: Xo' 6Y. or W'D rtratgurabrns) 1:5 O. Th*mnaLTru Fdberfibaalc'MSMOndr-Star Namur 6&a39 A"Wir padil-t Glaaat IW,1r21i2S hk Ys Yha IVA. M.Ased Con Composae Edge Rbergo- Double to r in a„Mrcad a -d L1rAr}e6 Open Sidles tklsrxiit°Qtdsrlrg:Xx o oXxir m"015111015) 15 P. Therrrcl-Tru Rta c'.anale and Sreerrr-Star Narina Opslua, t:a93n{A$ ran Yes 'rate Wig Compost. East Rb. Oka" sane D.W win M1eCMd DPW r9ldrblsl tlnaaring+OlarVaPag; riZ1, ✓ox � rJCO msfrarrarianh T7 sit TAUmla-Tnl Fatkr-CIaAaC no Sn000%--star Nemnr 4Fame Inirlow WW Y45 Yes WA Carpe"ar Elide Fiberglass Dwllle Dw %ft or aarhW Gra ad Mddtal Upm Siam.. (n lVrAkoady:xxaOXXOr lovail Florida Department of Business & Professional Regulation Faaa,l a41 Building Cates and Standards I&XI21 Product Approval Application Data l Lmk.. _. ... may or ._ mt 2Mt OEM fiend Bolt Raozer, 3020 PQTtId4w"4 J4ns Roll Alarm-Did4 KC? -G.ER hAaWD24t"C'4-VAL T1e1ri°mn tors"020 11aA1, 020 Aprovtd Cat"orin Esraw Dons t 1] 486-0100 (Ias) 31 r1-2390 auhCalegoy: Sidra Sir r Omr Aslant".. $,o1aa'4N�Il0Nldvaaa4C ccamertca Mon.& Catlacarion Ile& a Lkeing CIA PLdYM141a3 Prakill Quetta. Asauarrca Aa„med for Use Aosreaed Trr Use I Deal - a" a hoAer3 Mlook tM,tr- agar» Product De crh* n Crna-d aambstam €Ad In NIMl OtAil W.W Res start )lames .9 SdYI-: 7O;LaMae saasia trpsal, Wnrl ire; or." Door 04e14=21 Yes Yes vA5 NIA March 6, 2023 A required by Florida Statute 553.842 t • Florida Administrative Codesal, please 1! i ! e - information and approval numbers on building components - • below if they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expo Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber=Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67,0/-67.0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 The rim aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332,5 +40.0/40.0 esf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38.7 psf 4114/2026 Pella Corporation FL2646 C. SECTIONAL Mayne -Dalton Series 8000/810018200 ##1105 (8X7) FL8248.3 +31.0/-35a0 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 ##1123 16X7) FL8248,10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 800018100j8200 ##1124 16X7) FL8248.11 +34.41-38r3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AAiDG, inc 607r707r727r747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0t-60.0 psf 101812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35,0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER, MI Windows and doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3127/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5125/2031 C. FIXED MI Windows and 'Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/3012025 Pella Corporation Series 10/20 FL6694 +50r0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 !VIA 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NA 12/31/2024 PGT Series 5500 FL261,1 N/A 5/26/2026 E . OTHER 3. PANEL WALL A. SIDING .lames Hardie Building Prod. CemplankLap v'idirlg and HardiePlank Lap Siding FL13192.1 - FL13192,2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented'Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and dented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7130/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiaymlent FL12328 Ill 6129/2023 Plyglass USA, Inc. (far Tie Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918,4 NIA 9/912026 Florida Fetal Products, Inc Vent RV 10 FL21580,3 NIA 12/3112024 Lomancor Inc DA-4 E ahust Veit FL17202A +97.5/-97.5 psf 12/1012025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. ITC 100NS1 DMC 150SS. DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/3112025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076,1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chard. Simpson Strong -Tie see chart B. TRUSS PLATES iTW Building Components Alpine Truss Plates FL1999,1 - FL1999A N/A 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - F1 2197.5 NIA 12/3112024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L�'L. PSL, LSL FL6527.1 - FL6527.5 NIA 10/31/2023 Dr MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9111/2023 !Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 NIA 5125/2024 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 information must be available to the inspector on the jobsiter 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Deparonent of Business & Professional Regulation Pete 1 d3 Building Codes and Standards 1W2022 Product Approval Application Detail Im Version manuhrolurer Conrad Eappllneer & License validated By Validated mielftel reC fi•Rroval Amytiod Status lawm cn 2tr2D Themrw-Tru Corporation Stag Jasparson Lyndon F. Schrrsdt P E. Ryan J King, P.E. 07Y19C= 07A9,'rr" Vrrbl2020 10193. = Apprared Category. E'xaarw Doara (800) 843.7628 PE-43409 1813) 787-6555 auoCslegory Swrprip Exterior )door Area oc Colnptanet WISMid: Evaluation Repor from a 'm Fauns Registered Arolalecl or a Licensed Forada FL92WO t3 Pronesssoral Engineer Produ Sept n- Produel Mosier, Numberor tome Rvdoct OawnrWpr ,(WpLAMMU C tad Exekadan Aa011011 d for U- Onto in HYHZ Outside RYtg Reslstanr Pressure d a. Thermo-Tru Fi ter-Ciaasic avid Smooth -Stair Nominal tiW*4 BglmtImpun&qucf, Opaque, 77131I2022 Yea Yea Yes NO, C rmpoado Eoge FAcrglass 9ilgle Door (Ira rArgRJedawne; X c»Nigrrril l 2 h. Theirma-Tau Ftim Classic and Srllooth-Saar Pomona! sai"s Sgtwr:tmliact -"1 CPaque 12,M2a22 Yes Yes Yes WA C„orrprsgyte Edge Fihervan silpie Daps w41n sisorltr(s) {IrmWoroutsrang' .0, OX a CAO l88&4/59,8 3 cTfaerrm-Tru Filar -Classic and'5rrwo#rStar Nomiinaluotl &q rrlpaaaquot Opaque 12431 Yea Yea Yes WA Composite Eras Fberglass Dwetio Dolt with or 'Whoursk Has; (IrmMngyOWt+nng; xxor0)rXQ CranfOg iraaonsd 4 d.Th-ml•TN Filar-Gaaaw and NnttanaI aas�w'0Opaque Imir<'r= Yes Yea Yet WA Cumpante Edge nberelas aigle Duo, (Insw9 - X wrgfigutalanj e. Tl e--Tru Fi bQ-C1ason, and Slrraeth-€4m Ptartnrrm�l &a#3gQ 8quot rrpadaqud: Opaque 12i31!2Q:2 Yes Ym year WA Cvmpoate Egge Fiberglass Shghe Door with 9delte(s) dre*#aloloutew r %O, OX or OXO configurations) a I Tn44ma-1ru Fiberr.CrasSiC and 5Y 1 gar Nan nal 8aa43BQaq eClrVaa&qudl:OpigUa IMI r2cal YCt Yea Yea WA Carrilpatlm "a Ftlergiass ow" Door Win, or vethout 8tfainers ( wirglOr Orr g; XX or OXXO 7 J 7'hve nrta:Tru Fi 1er.Glassdd n r 4noann afar Nornina 18&a96,9 94^lmped&qutlt, Grated 12r31r2Q22 yea Vet f x WA Compodta Edge Finarglass S•rgie Door gnsv4rgFOutsAing, X W fgur6oni a h. Thomva-Tru Fiber-Ciatm and S4moth-4Uar Nonarml na1 P8 6QuGtlrrred&ql Glazod l231r2022 Yes Yoa Yes WA Comperala Etga Fiberglass Srlglo Doorwfdr 9dolto(s) llrMwal(}K]rfaYring, :40, OX at OXO configrrall D i.Tt,rrrrrci-T�u Fiber-Classc and Smooih-3ar Pkrtriin, I BaTf:%. 8 Equctimpact&qum, Glazed 12t31rAr2 Yes Wars 'Yes WA Composite Edge rkerglam DPu bM Door AM or waimut Sideiiars (WSMngroutwrig; XK or Cxx0 conf ig aaeansd 10 ITharrna-Tru Pmet-Clataicand Smooth -Star Nominal W%1,0&quotlmpactaquot Glazed 12J311= Yet Y" Yat WA Corpoate Edge Fiberglass Singh Door (Normrts kq : X conigurationj 11 K Thaa nn-Tru Fiar-Ciara c and ,'rrinoaVsSmr 88"31 agtibkMnpnetarQlm; Glued 52131I2Q22 Yes Yes Yet WA Corntxsna Edge Flbhrglar. single Door oAttf Welke(s) XO, OX at OXO (onfigurstian 12 L Thse"n'au-Tru Slam -Classic and %TroofYr-9lar Nominal 8E4139:0 squotimpact&quod; Gulfs) 1:/312922 Yp Yes Yes WA Corrpxaita Edge Fiberglass Double Door wth or wittrow Skdoetes (lofflong70rrbwirsg,. XX or r=0 configuratlo ry 13 m Therms-7ru Filar<Crasslc and $nv4*64$Wr Nominal U033.8 3gtlo(Impaet8guot; Opaque IWit 12022 Yeas Yet Yet WA Cnnlpat5e Edgs nbilrglasa. &ngle.Door wKh - Bqilol;tdlxsllrpsaa.quol 9ldsils} In XO, OX or OxOcanfqurawna) 14 n.Therms-Tru Fiber.Claxoie and Sm000h Star Namim16adf3g!S 3quettmpwculquM, Opaque 12F31f2LY32 V" Yes Yes WA Composite Edge nberglax Double Door vATh &iuotnion-l"adaquol., a u-rlelttrs(InwougtOulSwre; OXXO co"Wobonl 15 o. Therrm-Tru Rher-Classic and Srrroo#�ftr Nononal 56,0133D opaque l2t31= Yes Yes Yes WA composite Elbe Flbergants Single Domrrtth Squol;NartlDpedaquot; Sido-Joe n)) (Inswagl0uraawng: XO, OX or OXb dxxlfq ural»na) 18 p. Thermal-Tru RberZirol and Sinoo"bar Nomanaa 8&113F0 4grudtlrnpactLquat Opaque 12131 r21rd2 Yes Yea Yea WA Composite Edge Fiberglass Ooitble Caarwoo) aquM:PSon-Itapadaquot; SldaRm (InaMrgr4ulaWng; OXXO rorfhgoratimn) 17 gThernno-Tru Fiber-Clo.- and SmooMStar Nominaloala3ae&qu&Nan-lmp*cISquot.. Opaque 1V3112(l7."2 Yes Yaw, No WA COmpasna Edge Fiberglass Single Door ¢insws,glCu,swvg; X cearguration) 18 r. Tnam,a-Tni Froel-Classic and Srrrooth-Star Nominal l "*,86guao Non-Impadi1quot Opaque 12731t'm.?2 Yet& Yes No WA Composite Edge Fiberglass Single Doer naeh Sadoltsfa) XC, OX a OX0 coaaguratiorej IQ s Tharma-Tru Fiwr Cl lc and SWloOih'Sar No -nail 8d".88 uot;Non-Impael Opaque 12r31 W22 Yes Yes No WA Composts Edge Flltargtan Dautile Door srath or %i ttwut Srtkdaas (krpwingtOutvMng, XX. or OXXO csMigunillionsi 20 LThMXmo-Tru Fiber -Classic and tSmuot'h•Stat Norllnal 86ar3r3.D aquot:Non-ImptectAkxut',. Opaque 12r5112022 Yea Yes No WA Carr Edge Fihorgists Single Dow -X canftwaton) 21 uTherma•Tru Fi tnr�Clessrc and Sirtoath-Star Nominal&W%1.0&qu;(Nan-Impsrd&quo;r Opaque 12J31f2022 Yes Yes No WA Q,m ale Edge FlbarNlaw Single Door with adolte(s) OrnwirroPoulSwkng: X0, OX or O%O onsi 22corthouro v. Therms•Tna F4ber.Grtsed and 5mcn1h.S6ar Nominala86Ed;4 uotFlas &q,irripada4roY, Opaque 12r3TJ2= Yes Yes Poo IVA Composite Etlger Fibergaast Double Door Wth or yra Moot Skidoo at 4Mawlydyiautawiog', gOL fur O)XO 23 w Tlrorme-Tru Fiber -Classic and SYiweDr,%%, Nominal 58-M.8.'yvcstNar Yn rdBqucd« Glarod 1=11s"A22 Yes Yea M NA Compoato Edge Fllxlrgtass Single Door ()nscvrgtOiAewng X gwarl 24 x. Therms-Tru Fiber -Classic and Smooth -Star NamMtd n8k,�}8 dgtmlNorr tsrmd8iardt; Glued 12131r1022 Yea Yes No NIA r..ampoats Edge nq gisaa 541pw Doer evkn S1de14Ar(a) (Insweill/Weriong. XO, OX a OX0 configs+rsbonsd Thear nTn; F!dwr Oluaic and Smoo&, SWr Nomt1al 831J :8 aquetNon-alpadaquoC Glazed 1273112022 'fee Yes NO WA Cornporitc Eclige, Fibergsisa Double Door Win or Wthorlt Smile a Xi( a OXXO confrewrabon4) 26 m Themle Tru Fear -Classic and Smoorll S_ r Nonninal Saa38:G aquolt4an.tllpaMBqua Gtuod 12r31r2022 year Yin No WA Composte Edge Fiberghau single Door (fnsWrg,QtIbr ing, Xcenfiguar oM 27 za. TMxmaTru FirerCleaaie and t3rrkxsh-filar Na1tMH 8td::D 8quot'Pbrl-InpectBqutlt Glued 12d31f2D22 (to Ye. NO WA Composita E. dga F1"Itraa Sirgle Door wall, .Stdolee(s) (Isawrigi0uniarng XO, OX or 0)(0 -fth2u-bwtsj :16 al,. Tlemla-Tn Ftier=,tassc anal S routh-S ar Norrinal3d. '38.U&®uotNaS•krpacr8que Glued 17GUM4i2 Yes Yes fib WA Composite Edge Rbarglaaa Doo oho Door win or svltnOUt "Sdeataa dlrawwray ; XXa OliXO wrrfigunritonaj Florida Deportment of Business & Protemonal Regulation pate+ r21 BL Ydrig Codes and Standards , U Product Approval AppidcaltonDetling Plans Revii r. CompliansE gter 20 AD by Deb tsm Yarslaufialallagica ward Y 8, V.R=W R014- 2020 "w4dcan Ind Cori Beni Stinger Lvii Roberk. LOMS tRHen M uneh. PE IGOWM20 1c0IV2020 IUA2020 17e152020 Appall Cellnowy Estee#Doak 17170395-3300 PE-82S14 i1$773ITAM4 auaCalegory: Sridlnp Ulterior Door A"oneles olengar®P1rad.caR CaiplarlCt Mra+adt Ev4lalttral P,npart tee a Floods R.9"rad Mdeh.at a a u-sad Florid. Frressmal Ersirki net 339a R:PA9A fR@4r ranters or flora. _ Aeroyaidrr Ufa )gam Aprsevad lair at0.•I. knew oo*m LisaMax 1 SEilE34D7 ALUMINUM SEINES 420 ALUMPIVM SGD OXO 1WlQ02--4 N6 Ye; tM WA 145-'3F46dpat,ugbgaax, H04REOiOKM 2 W116S 420ALUPANUM F,IDD SERIES 420 ALUMINUM SOD fax XO. XX 12F312024 No Yee NO WA as&v err eaag u. NOrLREINFIvl 3 SEWS 420 ALUMINUM SGO REINFORCED SER/E'S 420 ALUMINU M S(:4 RENFORCED OMD 1WI12024 Me Yes No WA t4"a3r48.ywd,xSeagvd: 4 SVIE8420ALUMINUM SW REINFORCED SERIES 42CALUMINUM SGD REINFORCED C.X. 12rM024 Ho Yes N. WA, Xo, l.X 96aquax96agud: ., SEUE3420ALUMINUM 5GD REINFORCE[! SERIES 42CALUMINUM SOD REINFORCED YM 12nIn024 No Yes No WA 1 nooll:a9154a . Plortda DopaMTent of Buslnams & Prokssidnai PAgu4latilm Building Codes sold Stancerd s Product Approval App1lcadon Deall poor i a1 IsQW1 EAWat' ,. .. 2 a 29A Data womom Lam! ., mm YOMM khaninaCkiniff called Yai/MtM 9r 111IN&M 422AaMW Ra<iSlai 2020 VJAk11e6arn,a dvtd-rFNahesd Dew Do."K-.h J-a. SwUs J."P A. -,Pa IW12rA20 Oe29.r'1820 Iloirmm 12MSM20 ApprYAed Caporwi7a r43D) 7634121 PE-51737 (904) 821 2W Cataitay:. Eare6or Deals dlroalisflmrMyr msm { arAbcmaitpry: $Ato-41 F.xtrkr Door arwretNw al, Carylia,ea slashed! E ol-tim Rama tan . Rates RegraiartdArditetil a a L€c4rassd Frotda FJW4"M ihaAlcls Ptt#waKnw Eafanter aml Redact Yo6L fiim6r a telale QUO&A KAM Ccmad amlmtlm0lee 6-,,,d for use !1 XVXj Drtldda NVNL 1013111111 Resistantgam, 3 1000200411C15 4e 11*9 Alvoldin 14 m; Max heghl. G136h9 i J31=13 tJa Yea Yes �39.00L35.Oo available in oo a Ihamwdiaa section 10 a00 A 006200 t1123 164ril Mar riMh. 146039. Mash - t. Gazing apll g I273iZim NO veal Ye9 -30.00f33.9D available in toga Inters emse sedran 11 WKIR10M20O 41 t24 15039, Max foal, 14840as Max tilt". prang 1201r2023 Nat Yes Yes -34.40A3a.30 aYareae in fop or Marim9aate saYkn Florida D"rt nertt of Business & Professior l Regulation a>m.1 arl Building Codas and Standards 15721 Product Approval Appllc4ttbd Detail TTta FaddMara Laars+a FOC Awrmrai dyad a'1t m R-4- 24" Canes Deno at AA[X'". ire. Ton Rusy UL LLrc Trgy edrlop, P.E lZn0XY0 17AV2020 1ximm Approved Coorgay: EldMa Deals 4 64 1i 490-2113 riP64) 947.OW subcalegery: laoarbr Duos cort"""Nat tsl.reaayr aWabeatrfl Ceepaa,c4 Method: CoWason Iota aLading m r1r11617aa1 PrttlYrya Como Aaawala4 A-roves!tar Use Aparowd rat Uss IMDWI paYOi i�t, IYafur Mrifl. Nrrrer-11a[m hed_tara_sa-r oulidde, FOAM its 1 801. 707, r2T., 147,'r57, 17+, end.1 Srrpre end pats d n.ab, C16-1 and L.-ared ogle no pees d 12a31/=Ik Yes Yes Yes WA Drors hellos, metal dmdrs. Florid Deportment of Business & Professional Regulation Page 1 r2 BLdding Cocks And Standards Product Approval AppNcatlon Detail Coda lip _ _ _ _.. Ilia Dr. Goa i9nam .PC - version ta4mtietwe Slz6iD vaned er Vidlad d aazsd FEIC Aida) Apennine Relation Z020 tea' filmdovsanctloas Brest Shrliger M" MAmrKwural Sourced M. 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PA 1.0 N a) _c_- Florida De artrrieni of Business & Professional Regulation p a9 Page a9 a Fonda ]sera true ti of Business 8 Pfessiona[ RatUulat or H , po gr Flom � rDf em of Business A Protosslonai Ra labon Paw 1 . , Roach De telsont of Business A P, radial R ere Regulation Ppa 1 pr2 _ F V Qi (� Building Colts and Standards z5xaa Building Codas and Standards a- ,a1 Building Codes and S�rasiar�s f 5ti921 Building Codes and Standards If.,rV2l � O Product Approval Application Detall Foroduel Approval Applicatkxr Delta11 Product Approval Application Detail Product Approval Application t?etail LWL O rLA1s551-as p r.aia<Pu MANZ=Q A ♦ ti�J � L i� F.Mrsi deer i� f� Data Pert4tm j� _ _ - Raw � � ^ L� ' 11m1 Version Manufacturer �Salagt � nifef A LMcanae velMlaledl eel FOG ADo4osgl gam, §UW Sstl1 CrAly r 21161 291 ose, Pmdrra �q �QLa Ltfafd�Y_flr Dffi4 ]a@ Dice eendna ¢�4 $ lift �! �.! ' � Read.. 22= Therrrar•Ttu Corporation Sava JaeI.-. Lyndon F', 3'mhmidl. P E. Rye, J. King R.1W. 1'1�'7f ]21' MISUU21 1CY1V2221 f2n!irzoo Approved -TYt l cullig ilm _ AR Ma LIMN _ - - Edit Amravot : .J= Vsrsmn MaradaPEUW C.-oo Enanavd lkonee V��be er y ,� Fee A.onevat ,y�,�� � ,ice: � ��n 2020 MI UMndwnand Dads S ,IN add vw.w Aroolt-Arehiecural sk-Y. PE Frlc Aoaror� 1111M= #! J, 'tea /L'� W '}- r Category lobed Duets 7-2H PE-43" 013 7$1-a 5 (8tjC13 F42- s" d } AttWttoafipl 2F)X PST erdstrio Jcw3R ;tdd M.,A-Cd acco ::ER Mated-.daje acco VAI 11gJ'T�.l;V I1,{:.4�f2J t y;ram!:-- $-Tau,4 9-- ;n2C WYnnrl r a.Rd Lbws CT-efti,talreef Arred'aea. Aporkeduft Mewn M Lkkh, FE 3G+'�117 1!00AK2020 111"W":d Aaprow+l lrntlr. 11)2WO" tlaW2020 Appte,,-d �,/ _VJ �v, SutaCatopoM SYrr>aing Exfsvi0. Door Aaaemdies 8jaspe-aMnaffi0.4? 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J - Fbrcla Registered Architect orso Loomed Florida Coe pe ontat aathpe a erldra - Mark w losing ewultarpt M0dh d Ca19if1 Mon Milk or L=�f 0 0 Prdeaaii'vlal Cllgin4Nr ¢Lf Rif Raaacis fun ease -Nat #raso4ds B .Rt5a40�1f fharaads © L FLlttatll-117 Products 'ii a setts u1-asr tserl4n.1 iwguivad4 area r t '�i akwlYr Asaurarad Alad'a,red rue Uut Ip l Demob agmanaragas. 2milm O � Clraatlty Aaedranea ArorauRd ear Use Approved for ilea Impact Doisfun 101 Rr, abet 112321.MrllK w HAM BWiKt owdidiin X l',�S.v� -..eddillidlut FI'££i^k'< s �R-•�rt3Rai. �;enbm a-all,-� Priarw-0vr'itian rmtr'��.."s'„�.dk. '.g.li,&r.2111111a.111tiz Piiligtagat $,tell, it" R'adutl YtdaE MURbw ar came ProdwlCapitol Gseinw Dille in 11l21aYdd O a- r Product Model. NDmtev a Name Prodllpt DeaGtllRlan Coal Explanation Date o Kit. Outside "%W Resistant Pressure r sNssOa r1".rge 1Au4e W poliai Vol u ogle iamio Wool r tl 3a,3,L2s ves as vet W H5 tta Ana tl! ar err tram 7 S Inuraad �pss 02ndf 02'4 rat Yes No ✓3n5t Us PW 73.721ny4aled Grays 04R,M023 No Yes RW seer 43 � , 1 a.Themle-Tru Fiber -Classic and Siroorh-Star Nominal atdl3ea AgvXNoed Impduy8rg.ot Opaque f,b'li'c?22 No Yon M1n Nio, a'r'� M O c, Composite Edge Fiberglass SS1gle Door `V O >, 2 b, Theo,na•Tw Fawer•ilasak Snlodoi. Star I1nstiong!®utwor"^ Xrordigura lson) Nominal 8ddl3A, a d�rxNa.=lmpad2gudc Opaqu. 12J31I2d22 No 'Yes r-M NIAQ and Comps Edge Fi�rglars4 Single Door with /f 1 S.� XO^ OX 0X0 U) :is! E Slow*%) rinevaigKhtawng;. a /''fir ,{,�ACL taafi.gutar�ds; V J t,/ Co 3 c, Thorma-Thu Fbeir-Claultand Smpoli-Star Narrator l& :33oxrtlFNon-I R'gactrltruaf 4oloaqua Qrgttl`L2022 No Yes ry ti-rAco FlbHgtacs Composite Edge ❑WW Doer op r or /�}//a ) v shout Side4iae (itsswnViOularot . XXcs 0)XC V t9mafguraSanSj 4 or Thvr m•Tru Fine --arias and Smodith,54dar Nornmal 74,MD$rgrlt..Nan-lnp'acd&gu€r$ u-oordaua I nV2022 No Ytrs No .NJA. Corriplosito Edge Fiberglass Single Dour (InawrrCN3ubsinng, X otiorpra'Jm) 5 a. Therms -Tor H"rbfd'-Claarltc and Snrodh-Sty Norrin,a 176ir3aDEqu l<•.Wn-Imt+xrdt ltlJal; Opaque 11jZV2022 No Vey hz; WA Cornininsite Edge FibergWider Single Dow xdN1 9dolira(a) gnswindGueswn4: XO.OX a a'7XtJ toniguraaorel s 1 Trrem,B-Tru Fleer-Cle,slc a,s srnactn-star Nrimorwi wjmaoaqustwon-Im clureque 1.rsl,"20 `4 Yes rill WA Flanda Daparbront of BLltrness & FroloodiSional Regulation? , a Flarida aspattrtnort of Business £ Professional Rogolabort a s., .rt Florida Department of Business PnkBaabnai Regulation ny.1 ar 1 Composing Edge 1711 law Single Dolt Scolding Codas and Standards a no21 Boeing Cis and Standards low.., Building Codes and Standards Iffliml Q'nlntingti7lxxyvig; X anrddigrr�lanj . g. ThemleTru Ftber•Cleaskand Smooth -Sir Nonu#el uSli ig.9 &9ual.Non-imp qua! 4Pague 1=17= CbmpowtenEdge Fiberglass Singro Door win ?JD Yes No WIN PrOtlUCt QY:I A Approval pplic:80on Detail Product Approval Apolloatlon Delon Product Approval Application De all l*rd, r,'nsie rlghDYLaeang; XO, OX a Oro - : configurations) a h ThernlMTnr Fiber•Claaek and Srraath Star Nimefal (53#39.0sgWuIcil-im .Opaque 1 J31f2tT22 Nod Yes to NJA MOM_ " fib - CJxnpaetasEdgeFibeBrassOnafalsDaarwdlor- Sd4i �MgC5� $dg' ads DA* Wna+w gialt Z26 EYL'ig1ClY "a Blta Qa..CYtlrGC IN! rrS$ -.. -steady la 211 can loomal g got WithodtSadullam ®ahrgy`0utvntng; XKa OXXO aon$gurxufnt) W isualm HA a ` 11yattaad D rAQAWZmd 24" Million ffiea Ending, A Lirme Varalaed 1h ydwdtd Sularralued rriC Amtmd Asualongdi MIMI. MW Wntlon Yalrtafuema Sdtd1Ayytdoled W ,t2ft ]tom &Lkmmpd FSC AODFW l 3 9 t -T r f '' f .Therms nt F l's �bIBbNC Arai S,moDl h-9a m 1';3i lidTiiaAl D$#13P8 d'9Wtt+�n-i. Glazed 2 % 2 No Yes No NIA Amoral X0x PGT4&W1Iias Jeot Rule iAani-D.Ra! °i-D 1IRR NWm-Dade t3t'ZO-,,r,Ai IOxf"V,X 11KI'�YcYm 11fil"elY ,^.r.d Y'F'f R-1---I '$1:"t;l aw," lon Wlnd-.,d D-o r9a Serest Evd'r. Luse Ra-,PE SYdaan M. Lind,, PE Im i 6fX<,ti1 'v''J$.RQ27 1 1:71.9J2020 1: 129+2a24 Rpfatt.+ad R Tn Airml9flan �D20 G I d�Srof. '. Jaes RartoY'W7 hMnY-Dings aCCD CER Marn7•�tM 9E40 VA. 51fd61cS323 1 1.06A20 91ry 12a20 7tpswird Edge Filkworses Singl& Door Celfgorr 'n4nt4,es da41745a.1<f00 8Ta6}?15-75ii7 usiellow uVndpra tTlv}365•;vX) PE-V-M4 (717ll st?- 454 Calrgay:ohl'o.wm fe41g 48Fi-OIDO (766)315-2580 plsaany0rdaaYrg�XacrdyuFationt S,dCrt.gery:Fixed NIA1C244pry' MWerna h5.#`s^.:�^i�.rn€ad; cm iuhCY.pprt^ RNlians fraioeaia@aVlndlr4re9t 10 1 Therrra,Tn9 Fhaer-Gwossic and S'maolh..Star hlxTakal 6993B;li AquaUJcn-Impadaqula Grayed 12pli Y2022 No, Yes No Woo r_4repltnxa M.1h d^-^_re11-b- Mesh calienrl4 rvrpllaadus Maaio2 Eard4oul Airport sane. a Coewlranra Mahood: C4rdicalbn Walk or VApata urn Composite Edge Flies-gass Sangre Cor wta rlrnio,R".kl,d 4aht,1fa-a trcwnfad eprkar Sdedrodp (rnvehrVO9tdsvAng, XG- OX ar OXO EAUL-NUIUAKU -"!'ar8t§Noel Erl+g" ,BPS rLdgat4ti3 Pradxrb 6. 4TxnnW 11 kTh€mte-Try Fbtr-Classic and Smaottoifbr 634*t PtxrznaR tY.#;&&lua€Na�imTArsxx Gkazr..ai 42P31 r1>322 Nat Yea No NIA *XM&" la Etta a ,d#a! °. � ILL lVFtbaS*-!r9 Prr�i,es.< gy�,y�g Aaers,r.e mr uaa for use j� Co poede Edge Fiberglass Double Door voild or $w A Pooduet Yodel- Marta a (Nine Wadsut Dnrt". m cartel Eswralkn Data ho WVNZ 0109de N IZ eSt .l�o Poor- imp Kellum Ysdil re�U a Mange j ( osinin)� "it Worigu Siiordit I Gutswf AX ax C0XX0 s PW-5S101Lsrge Mhalb Imp"[ Who Phad M1ndo'w I'Av2ir25 {,.�. Y'es 'Yes N'A. ava.mr Ase,r- A�ureldTar Ire, AamouW In use 1 ARraon (w fA tXaon and Wutdaxa A4rpinan rAuawd 0Sa2B!`02e Ydn You ids N/A awlaguratians) sw a PrdduAt some. tea..ea tx caw,na r� _race Emra/a, sae +,, y �_:.+. rrv_,u g ). 12 t, Therme-Toy Fiber-Cla►ioc and 9mootn-Star Nominal TSI�;O aglrgtfion-ImPadBANrCt Glazed 1213112�'2 No Yes No NlA - 5.r+ V-1i'al Aur,,.,um MWI.. 12n3,r024 Nn Yap Yet WA Camgoaiie Edge Ftbe sin Single door Qas oong(Outir'wirg; X mrrguratwn) 18 m. TPdxme-Tnr Fihe,$C aaoaac and Smith -rear Natural 7S03g;A agaokPldl mpwdSryuob Glazed 1231 1'1032 N. Yea trio IVA CrnrtpastM Edge Flrwgiam single Door w. th SdsI da(sj i1nswngl0alovoing; XO, OX cr 0)(0 oareguraborns) 14 M Themra.Tru FMbw-Crick and Srboth-Sar Nominal aair3g;D fter041on-I mpactil uot; Glazed 12J31 r2022 No Yes NO Not, Composite Edge F1t18-¢asc Spill Door Qw000 ngM1dutswitg; X do(ft rratdn) 15 oThenrast-Tlu Fibit-Clamor, and Whineit48a'3q:0 aguat.Aior impact8glx2c GWed '12131T2D22 Nb Yes No NSA Composite Edge Fibe gim Single Door wth 5detaer(e) DnawnalCrthoRk+ng. XO, OX ar OXO Florida Department of Business & Professional Regulated Florida Departrnert of Business a Professional Regulation Papa2w2 rionda Deparlined or Business d Professional Regaiat%n Pea.na4 16 P ThOTMWTM FMw.CWmw and Srrlooth•5iar oarsgurmanst Nominal U039.06quarttonamptact"uac Gloom 1'2131J2022 tab Yes tee NPR Bwileritg Codes and Stai"1datc13 t l.'.t,, :'. Build rig Cedes and Standards tOAa.011 Building Erodes and Standards 3ArfRs Composite Edge P"red; Double Cesar with or volitional Sadehbrao 0na.^ngr0uasmng: YX w 0XX0 Product Approval Applicallon Delall Product Approval Appllcatiwl Detail Product Approval Application Dotal I owligurational 17 q. Tharrra•Tru Fibrin-Ckddltand &naolh-Sias Norldvl a3C'�:8agwtf4arwlm�. t3Paauo 12131WV2 No Yea NO WA. FLxtllaaATa„ aswssra.aa - Composite Edge rgba'pBmSingle fRwrtttrh T'ansom(InswngOOuiwing:,=ccWquraflpnl 1a r, Themla-Tru Flier-Cla&nrr and S'nao"tar, l4-ir1'Wrkel B039;8 as{uoct3arri mpeptSitiock OpoonAr 12mi P2p22 Nat 'Des tie. N1A i1>o 1n2HY O[ r7312 Sta6�4 &#t,rtSrSffi1 P3LY5 A91t Dace PNrd[tl 1 die Edge Fi g be-. Slr b poor wtN IL`i3 Y - LAY.4El En®teen A Lac^seen Yffiti� rir t fay Am td `" Yurtdaen.rr tastes t Lirwtnm t�IS �l doss. urnavam ' t Fait Amrar� status 9delNte,ta) end Trensem (ItcparglD,$ewtetg'. 01XC`j (I Mix do 0DXO aDnBgunairwalsi RarasaM 2020 J areas H4rdMo Bonaire Prddupis. ma. Cnad Dldroka VArrdlc-To. JEnr, Gcu'::hard, P.E. LljcsF l ]^)Urd2:+J 41 A1a1^9<, uorrA FF,'.-,4x,T Rewsbn 212111 pwP We.. Thanasur L5.d-F %Abrirlk rat. E. Ryan I i(rd P.E. 01115aA`I .2,TWA21 72Yg2py021 0U13=1 Awo-d RPM- 20" am loiottalskeh Robert Hangman John W. Kpuavimh PE 12MIM2022 12M712M 120-AT1022 0210712023 AW-.d 1c STherma Tru Fber-ClaniC aralSmawttt-`far Nominal t3alr Siquot Non-ift'godi8truat; Cidsrtue i2P',',11f.3D.,'^^,,, No Yes Fk- WA Cereaary: Parrot` ail t'rc:01345-ms PE-01862 a52)35.'.2525 corroMrin t,o. 0 Woo t: a:'_IV9 Pc-A3409 Gtegerr: propane taa07%3411 PE-591d0 r0l,471`2-6224 Comirposide Edge Fiberijim single Door ,iabt "Csrpory: 9Mdn6 ch-,.ed.drwreal fj shard sobcaaVory: ,. -iflool_ nit, +nrdo zn rishe.W"xio: Await srhgMa msis4r min agar. xdde(A) (I rrawingOrrLsr9rxT,'. XO, OX su 0Xd) C"Ilwree ttNhrd Ev when Repwn 1,^ a c -:. CaopRaspa Named: 6°a,aua4lo, Report ea, . Cadprlar" YetMd: Evaluation RepdFeom a CDtrtlnuCut ""it aril Sit liuionw Firold. riwld±Restate. inrc`Nln:t cra 1-r-ed F!.adn , Fledde RihiVied Andileti a a ttae,udl nakh 20 t. Thereto-Tru Frbar.CAamot and Smodn.Star Namirlar D agrdt,NDn.irmpalxa�qu6T Oraquc 12f-%1t2= No lac No NIA fAre" wle Cr.a,wa F ar>s/drlai Errprrae+ P.A.-renal Endues[ (,cmFowas Edge Rberg am Single Dow *dh .PeJrK''41rrRwnatiodroverig, XO.OX a 0X0 FLaid 31s2.Aa Prodvas l-.sc t22 21 u.Thermo-Tru Fiber- Classic and Smrlodr-Star Orwi nu rigs Norad and SiN C xrflgLratiormt RiaminmNfitrp39;a�qual�;Non-bnpar^IIAgupt�Glared 12131t'2022' No Yaa No NJA. SKY A51€urb 'i Alada.Ywt rr4 Uu§ AlsrQvid lid UCa we `-ha'_ w�Ab Ail aggg= Araraved for Dea Amm"oll for Dsa 51� Iselin AmrawACW-.M bggl 029M Campr$rle litres Flbefgtasa Fsgb Door with 12" - %',aa� :t mold Ma'IY hadoar Daur/�m c.aMr�r Eaplraim t i11tl.Y13Lt o" 'sm tl"Dz - - a-z S e ="4 i'rad,rr M maxootao W Mo- ._.__ ems'= _ _ Prnd�r Dawn. a fir, , CurYraGt elt�irta/lgn [Pale e, Xvlor _OlAtldlr HYMZ RNlars'e PfMWra aM d RaQrtl YbdY. redrdrtla NON CWiriCt $kdM9aeRt A'aa V > jgotimm jftnuide Srclaalastsi p nswr,910ritsulrlg: XO, OX or OX{) I Catmpi,nk Loop`4ding klr cat.. snr lees; ,;. 1 Y_+t C't23 Y- Y.rp NIA. N,A 1 &qu4(7r&yet,'3:.11t Vow ."did%,oy4 ,'Jr.`f1r 12,11ittl.D rLa Yes No We 1 OAF AW*t Raul Oheyks W Ufa in FgCnoh+IVtri Ftie Idir➢ toiMw°cSd 3-tat.. IwrinYbd 5-teb and 921f&1S6^5 No Yes NJA WA Con"nuou's Head and Sig Coofgl"neir l5) 2 HweirePsrrk up sdlny y 4bm-r.=man• lop I'din, lv1?Cn Y- Yes- era. N A .° 2 ` b Ao,a All - T-aa,a.RA =,cr':t sir Sri* :123 Yes Wa NIA: Jurhdfearns hbaklge espies srringlea ' v, TheirwTna Fiber-CEamioand Smooth-�tr Namirra l t93tM" D active Non-€.. ot; Glazed 12f31 dueler..? toy Yes NO rust, ;', a bpad Ci'rF6Aargji V nAkpb D4a0uv1&rya. SO" eI $Call Va,ryi Vcr11 a ;.fnu veyl ayflR 12Ni1.n'fi23 l zpt No No Yes loop I41A C.omposMe Edge Fiberglass Single Dow with 4 a ruy,adc5& x 5pdrt ar [rent ar tam ve yr .sore 12f31rra2a ran Yet ran NrA SSdaMre(si p"WrI Oubswrog',. XO,. OX or OXO �. c A.Pl,d,=na.tn Da..a<Rrw„ &Ar veal or S.,d voy15.°aa 17Ql.2.323 rba Yoe NO `nA w Therrlm-Tru Flber4lank add Smoodo-Star Continuous Hall and Sett Cprlffiginat t Nominal 6ad O&gtr�Nun-lanpart7Sc}uot. Opaque 1�tI:X'622 No Yes N-� 1,64 . t. 6q,u.t S.- sr.�a..n:�uur sand 'enac�r si.d'.raly -:�ti 1-r1r�1•^'; Fit Yas W rut Compodarte Edge Fiberglass Door Peseta with Varna lsjrlwst tl rut"ndClulrrdkle, XX MK or XYM ounf wiall 24 x TharnRPTru FiberGassidani Smooth -Star Nominal SM30,D#gtrct;Non-Imp+actdlquot; Opague 1W.11=1 No Composite Ettge Ftberg" Drion Pareeir, A* ^Panted Srdeiw.'(aj p rtv>nly0 XK)= or K)m oppriarnakcasj 25 y, TherrM•Ttu Fitter-Clood4itand Smoo4h.aAr Nominal S&MRil,qunP Wdn-Snrpatfltquof; Guam 12I31JY12.2 NO Yes No WA Campe ft Edge Floerg Pam O nor Paden wtEr Vented , rdatia(s)>7nawNigiOutewaXr'. XX XXX a)MX Floddit Departr id rit of Business & Professional Regulation P .yt , .x ° Flarida Department of Business A Professional Regulation tale 1 of I Florida Dope drid 9 of Business A Professional Regulation Pop a of 1 28 Z. Gherrrm-Tin Fbw^Cut sill and Smaohb-Star aorrrd=l kanm) cowguleii fin;DBguat Non-6nlizap.6qual; Gistatl 1'J.T3tJ"Pr122 No Yes Ala tFIA Buikiln Codas and Standards g „- - Building Codes and S�ndards g ISM21 Building Comm and Sclarldatds Iat=t Composft Ewe Ftberg leas CIapkr Paresis ugh Vented sda c) prietwo ounpong, XX, XXX a XX rX Product Approval Application Detail Product Approval Application Detail Product Approval AppkaUrxf Detail oct1vuratots) 27 za. Therms-Tru Fiber-Cuas* and Smooth -Sur Nominal % :8 Uott: NonAnopeatBguDt,. Glared 1 u"31141-= No Yaa 41 NIA Composite Edge Fibentioat,er'S'iRgi2 Dodir A4h -'-Y 4; 1 n ara.,•,.sa - : - : - - 5id'e•ircisi N n9senaQip olionga'... XG- OX ar OXO --_ - .�[i ainrlguraaa,$) SA$ ,or Diu salt P& Paadus 2d, oast Wrisi Hall S94€ or 2a oat# Pmkdw 20 2E ZIP Thkerma-Tru Fiber-GlaSst and Snlld][h-Sear Nominal8aatp.d agaXA Nan -ill gn0t, Glazed IV31J2C22. R4Cn Yea F#i lVA ;I1Ltt Yrnloor §fit cnuh.4naude-ir vAd dM ;pin Fait Amrortt .roar 1.r ".read. Manaradwor Cevrl:rvf. endooaa rkerna Veer ad fly Y F g1�r,gttQ Fart Approval ,�a6atlt Nam 1�s vend Wmrhehl a . sY oriented [inglia aALt. .. yaldalid arVneand Plateal. prrwal. ovtl s Aiaa Composite edge Fibergtaaae Double Door .4in Rr.klaal 202o L TA}lt1J) "drop products LL"' `' Ke-•n lash Robed tomorrow ivrrn v Kndzawdl, PE 1ao4r2o:0 QYOTW020 111,iz dw 1215,=L ^.pF -d i{esia.a, 2020 _ L V. Thompson. Inc. ran Thornpbea Argun caaraa Tor+Y C.hrRAN an Z.dwry R. Fr1 :`Stevan W lnn. PE osm7 3 o!o 010111,2= u9=1022 IVIS2a20 Ai drop d od"W R 20W Flows MNN PreddAS lee C7Mt.tme< Janata L suite, P i- 8Wcn r>E . E.o s172 o�r:rmaa D&r<`sras2o 1o�4t2oao lznartom Approaed 3a 3g G Slci s 4%n An�t'3,Asroa,g, OXX�D Caesar=Ralllk,g r4'TF l24-d1i44 PE�5a1at Nt.4]7?2.6'al4 Matlas Cm*gwytTn,MC4} f61,'.124a 's�S-Sat P&-Jttr7'1 Yr1 T;l 317 -a454 Calagarl. Rao/ne 31 19k14)7!.%a4do C,aLtCK FsrplafeeFky r717J 317-s454 zo.Thermo-TruFioa-;leeaac:errdSntaper-Star f%xefguraian°1 Nd-ioal$ar7r�,0$gP9 ,Nan-i. ilk Glazed In1t= 41 Yes r, NO NlA SwCe4aYr Urreanaymrss r.. n_este area-eearl Q0.0oy: ld orwg WACalaWly:RoomsAudorl1natareas Em'y�aonelsit Maagrwn erate.1i"Cul: Rump Acwav- -that sue en vara�eareal- K-31242 _ Composite Edge Fiberglass �SgM Dame with -. 0 C9ppr4irl Yelhod� E esoaClcn Rerear *-, a FrafdaRegaferc.mArd+4errarr.n:rnsadFlva,9. Inge tl Part DIM. Am#r seem Da a� rrte al Pact m g e Carpfl4neeMMod: Esduaiaa Rwpaat Aran a srlaaaa,;d)'7mwangA7ul'aarej;XC,OXorOXCi Cgtl�yuraydns P'relsrand Fng,e.a Yahpd: m Raper oar.. a Florida Regatered MaYtPoxi are aJ4:Maatl Freida e..A zd. Tifarmiel Fiber -Classic and SmoothStar Nomrrw 'd8 ;0 Scgfotl`dpn-tin Glazed 1'231Plyr,12 °ks Yee NO WA F-dal�lCe itect F:�hfa Feaztaf'ed hcnAecl afa ui4'rat.l Flxk1> Prdea,lpml Enalnea , C`42mpdsAla Edge Faf&PjIYSB i5ovtd& Decowith ►LifjJ$4+rt9 P4°aAOdi rlfr.s< N*0%ezta ormiucts SiChekl&s ilrry: ryYrrgNhi ring, i3X.c0 QuAb1Y.A.11isai�a Apnrhwd fw ua. 9arginfil!S1C.Un � -, T •� mT` 31 Ze. Thelma Trial FMej-Classier And S//FppN't-Star -figi33=0,D tkanthsattenj Naatrw T8aO3:U drgUOT,Narl.MmpaaLN�r, eon 6hGsar 12f3LY1G;r_ t3tf Vea No NIA ,rL4lL Fr®duuelt Marld. MrRr,ba or Marna' Predacr Dperidian CarAraeT ElmMarlarl D#+ '..lire M?yHZ $gam, Taklhw Agelrrta AwC4rwdla Use Aomavad }d tMa �1 �iptyic�RrnaJgrat Ouaraa Anmrnraa _� Acbridadfallow Amroved la Use Wait. Wait. r'ra9'w.aPtIPP3da [9j(�iataLB+,fFlgla�ylnla 1 TAM1i6 Rp`Cf L!-'.ntk 3xnM14(tlVliE,`- Rear undRnaytlwtle fp rasa F&--1rYi-r2 �'4s1f2'p.^. Yes M=1, r A. AA Praaups tlrri,t. Ne.cdfa nr.RID;^.aa Fr�parad uner�on y k4irti7. d,ta9oa Nynr 'S 3- P-I_AL[p�t5 agwK: v ltl R73ge VeNagaet: Acu+kwm F!ekaR 4,stae i7f prt6nad rode taWiolhal r '3t/'i4't pram Nt !1 Door wild cat voehout 4#291 SideRlets) inrildcoms. ^ TAMC:r3 Fat "W QR Root Vent PnM Baas tar Tee 26 all. static row,,entloov vdoto indoor id1+^19('t.® Y. Yes NA IVA Dom a ON NumNVm (kfl;d4P G[d'&rM -)C OX")(0 or OXO CAnfijuraPons) 2 TAVX0 Rod Lhrder±ay^TCnrs!NCe1.HG'H2) Rear und.A.yrr-ls fix use n F Be nm+d'4147 062Qf2023 N. Vea MCA NiR 2 ?AA4C: Gawana,k Vats :v gat_ 3tit509J206 Na Yes kit W,152.5 ieisda7rns. TAWO Ctt-Radpa RcdrVant ^ # Eta rue ?6, 3a"static r00vice1ira3^a else lhldgrattd D,, rfle 0*,akXi,2i40 Ye-, You W't+ WA 4 TAPk::: Round Ton Cr M oge'Vent'.rIn R. Me tar rle^ "w, rya- stoup r-rs,eerfi oor e.Rh wrie 115129120213 Yob Yes Na4. MIA P Florida Department 4f BUsiltalsB and PfOt9liSi0flal Regulation of Business Florida Department of Business $ Professional Regulation j : Fwda Department of Business 8 Professional Regulation Papa t era Flonds Department of Busvn� A Professional Regulation P.O.1 dI Building Codes and Stands rds a tool Building Codes and Shanclarris IRi2Ml Building Codes and Standards YW= Built end Standards 91151a.022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Debit Product Approval Application Dofad nouff L - FLa7a49 12 - _ -Claud' r: "Wet C01t ffl ;91.0 11e vas Panderer 094 Ciits.. �h' ilt.tE Sail !Ae Dab Pr,3m ad* tlaa Ru 20 am beam a" Fi. ti•^Ftat am YS6" R .$ True YFIN, l0lundaannfa salad Fareineer a Lasnae YAWaed 8v y l daaad ^ i FOCAm moral AAp",d Sal! Mau S1 slues A Llaaws 'Y.P�By �e Pool; P:llai Red Rrmrw, 2M0 tomaoeh kola, -,stay l.mlrw L. Bli hie. P.E.. swoon W Lrnch, FIE 1 rr)Sr'd2r: 11l2Y2020 111 '029 dnp FFT. As,-. Reason x-20 Rost Roofing Ancatsan Rath IAFTiC LiNfoxm Evakuo6or, Garr' W VAalka 11b3r 0i215 l iptil )20 "+1,@�20 APaaaed R4visiat 20.,A) Gld of PnfMe64m Pfodict6. LLC. Tim Roomed W&WA TIR Jr. PE John W. onati lWlr. PE OSOSCO20 U0RJ1112020 10NI4620 12M 5,21120 40"laod ryra-r.�.rr�� 92" EO War r�a� DA r a�� rs Du 20 ry�� �y.��.� aeM aimug Calogwr Roarg f',Mo e34163 PE-3U42 t7l71?17-W,4 jxrDaaal.cg ''Y1'^rti1ra31. Li'�. +':v.1r,;y 6'51-010,J Ca/agarD ft- EM7545 P"Is7 (6543 T72-SM4 Refer Verson Mangtact Contacteta Validated By Submitted Penjlng ��� Approved SubGal PW!.fr oing Pa RacAnp K! 11a,, ka1r 1^'-'S Ccni s3 7 soars rlssm RI'*xnAa+.la� patient � amu. Revision EoCH:1'rsLArSSUSA Rilawry,Alp�t, �� John 1Validated (Siifif2p2D 11Jt2212p2f1 � E 1 1 lofu� dam nar�r ordr DtargaYeuaM.and.L=+�aelrnP.apaNrrmn. e.. -P pa c once Mau om. aid alw _ I no a c tl6rse.3laerlanFrtar �ryr'mrl�jSWrp`n.aa atsmad: l�aatr . Repot t«a s m Category: Roofing S95Ay3313305malpetl�pDl}g�lass€_Corn Lisa Robert P Vern€ ten � e FltKpat Rayf4eretl N.Mtat w a LM.enand F3car-all F,arlda radA.drr,a�laatoenaedFraba rxeradelnu Endn,er SubCaEagorll: PE-53166 (954)7-2-5224 11In31/2€i2] Ae4slw ai Eno wet � Underlayments F 2Fl4alcc Aasaane AmrAwaFd la Use AderevAdfar ho pedm PLa15aPd#Praa.t Compliance Method: � 1 4 fl � Cm:em€O ps cattails ,_ 1 1Rit ffiir, $ a N �f- QuelibrAssarradear Aaadiv )a AemwYfor ual )$A$ EYallatiDnR Reportfrom - _ coratuaa Evoorol'on _. lover geN tat In H%W fldsigh, %,W t ffid l elms a Fiords Registered1k rs[kN QA4 sTFFIkCR k-f tDA4 ion7r Gc YP XYkttb rla5* F i',1rI 1271f5 S NC- :{a 4 pi 1< ..,uanw NUR Mat Sraie awl"4 1shake pas,Frock- atordon CA 1 3ril:kb ao 'Yet NIA NYA 1 2 C€ gs G„m dl la A 13amN W.+IVFt2 i ed ciarvaanlzad Sete* R,xm Par*@ reaped 12131=3 dNpai Yes Yes Ym NSA T Arch toot iAF a Licensed 1Aw hwv !ay Azdd ed to PN rote UeN 1r, y ,vey Ff 'die . teak 8 ma, SW,tl Sa,nez coy 7dX+ f#yake.. 5'e+ Aamp', stag 'Sk,.fke Fmsu Frt4rda - F nail, CA i ^3t 1.:A Fit#Cry`^Nn =.d kkan, [;+�4 4.P 2'.t2€1 rJo red Yea Yes NIA NA NM WA < 24 Qagt QaYenRda 57etl r�9elm f'antlSvTiM}li2 w rvd by backs Nw prawtle numuaa pidadlpn i`drfuy}atwiCC�d day( $eaten ParWa rgahed 171:•I177G5 r►_s YEs lab WA tea' Flonca Professional Engineer A, 2: sad , 7Q, h.... sin. Aamu; SOR Stan. ins Leal-! Rat merena F r n0id - f er CA 12n1 rl=0 lAgM P"e. Kart', T:C f.l31, 3,r) N. Nat eta Yes NIA N14 NSA NIA Or nw bl hacks M o prVNde h ur"WRe prrir"On (� lyi - •'u LaekuRnit.Kioty rX 1231i2020 rjd Ye. NIA NM T(k FL21��sI.Rai PrOdticts Glast mArallaill z Arxxlavadfawe. QAsid@ Ntf1iL �� KtAyla" Pressure z uqx Product On", Number or tlanaa Product flaacrlDunn • 1 Polydass Roof Unthillaynerds RoWa urdalayments 10f21120.r:^ No Veil NIA +WA/-W 5 T PDlnlilss Root Underpylcents 04VHZ) PerYglass rider dindenayrrentsfor use In IFi2rs=23 Yes r4o NIA fa+A CZ HVHZ txladkltcrm. 2 Polyglass Roof Untiertayrrents fr on-HStH2j Patiplass toot urlderaymarks, hr ass in 12I230023 No Yes NIA eNW-(W.5 FBC nt n+VHZ jurisdictions. Polypass Yes NMI Wei Florida Department of Business A Professional t l Re uaion g Fern 1 ;y , Florida DeparttrRent of Business 8 Professional R egllillOn Pear 1.01 Florida DapaMnahY of BHtadla5$ 8 Professional RegJlftlon Page 1 urn 1 Rdaf Unoerkyftentz ffifta) Pdyylass roof unititrayments Eta use In F30 t7123d20T3 HVH7ltxled4diaraa- No Building Codes and Standards .a",,X, Building Codes and Ste ndards ,nranzl Building Codes arld Standards lr7r,�2, �- 0- 2 Polygram Roof Undertaynmts (non-R1VRZ) PdygFaSas mar urWMaj" its, lbr use al 1212X2023 NO Pee n'a=VHZ judadkttana. Yes PUA FN1A1-="a App vat Application Detail PrOciltCf Approval Rpm Product Approval A icatlon Detail pert Prddud Approval Application Del t - I Polyljass Roof Undelffiynetlts (HVKZ) Polygtass roof undedirtio tents Tca use In F3C1W213t2C23 Yes HVHZ jurisdictions No WA WA �+'' ,av _ -Lkefik& :. .- :. '.. 2 Polyytass Root Unt#rlaYaenis(nan-HV-1r) PohulashmofunderYAymat",for orlIn t?123t202s No Ves NIA aNtAI-6 ..5 Elld6trb,ii& _ 211A 20 S -- - rl +ex. 1' t Ott oetePandllw ) vault ... -" :'. din F�a nt4-VHZ jurisdictions _T- version Manufacturer ar a Ce; Inapt 17n; Licerne Val,;dated 0v Validated Rubrifted FISC ADDroal Approved Stan"jygrt veer van Mawm iaurx v eruinw a CreamValidated!sValidated!so tg," FUC Agoo l ,s,� MIA MWDAda wlE rd Yrrad nt Aadeperol Mahn�1 1 Polyglass Root Undrriaynonts(HVHZ) Pohglass Poor undertaym tuts for load in F3C 0`23121023 Yes No NSA WA Revioon, 2020 Ali Arrant: an Shwcrs and Glen& RtHe Earbruuri FrankL Elmnwde, P',E Troy T3Arr_p, P E. 1 4RT - 11311 12U-10 111D572i7 0 12t15iw020 Aphrrry d Raw3kan 202'n Mo- 1- sd Lets area E-Ilemm: uus- LLC wrsarrr M. Homan- PE $W11X20 1022M20 elA5M 19u t(Y10 Apantoad Rasmus 202V colrYwcw Qopodtir pliaioa0mg. Rabin oil Sin rapRlA attention; Jam kite 17J18razo 12116rozo 12121ir3M on F5C Am. 2 Polyalass Roof Undedoynmts (non-HVRZ) HVHZ j}xladiceorac. Polmlar" roof underidyments, for use h fb23P2423 No yes QUA aNW-=.6 Category StraCars subcategory: So-Rn Panels [5vsl) 7t2=p.>HB;, PFIA1 4+.:541} tE4541, a47d;f8�:. m CatsganY S+s°act red !'�n.ntk XROC y Tnav tAa.r. 021i 1.191T .inns rt an, Gapa(y: 9r'adlaal Ctzltr,onejRs SubCateeom Products lrhaatced as a Result pf 413) 95g-$70! REd42/S [3325584-'S3}i N+.aMyNa su roc..am FOCmw#h•VHZjtdisddlnansi CoMplaeceMethod: Evalyd*"r ReW Roma Frore)a Regmerg Arch lect Or a L�pnwd Ftcri N ra.min Ca+asr,aaceYeased,F.dutoi-R"wrruela F'orA,et tz-tuW a.. Entry N-Techrlaoay C44tpllMse Plegra1l EY&Otldo Repeat ken a Pron s sional Enllieear d TMRAde FLanta9•R? Pktaazds Feeds R iglale-a Ar doted# s Litwnaed PrdaaaKallal Ernrynatr' O F41c1 i1169-R8 Producffi OuaMe Asarr AwoRnrd ear Use Aarpro-elf-Ufa Yn�wrd D.r,a: FL11 T14.Ri PRtt4rpt.i L� See X Prod uct alDaal, Num bar of roam C3utillY A.ssuranse AFIditO rBo rpf lies Aap R1ve41 for Lj3C lJdlt3Gl fleaial. Progdock RasCrlgtlal`- CaPcraCl E#4p'Pa QA "te rn=VHZ ¢a woos HVMZ R9aSta nt Pre it � 1 &2&:T legal, Nunes n Noma ;-W 8CoA41pine H-trer S,-an, iH Aarnp: u7 Po'n�.t OncNotlan Motor Caarae:bi Plate 1:I31iid'.4 m"YalZ 'loos ' Wdt$e"YPQ Yes MIA MIA CkVb Afarararcs AaraorW ire Uu A -Roved for an posim i NtoaGaWna, SeedSklPa+Pal ts, 24g.GdivanraedSteel StormPanora 12,311r1rZl aaC Yon.. Yes. ILA _ ,Tdoill'C:AIp€io,Hitti vita Wtai:4x3n. Iurptoirc 1ZI31n024 MIA 141. INAPreA,erYrtaYLNtartrarrMaw&RANL2MILUM In61Y2 9AM64kis filditaigi Phossalm 4 iT'11801s,AirAn, Tndlat InkPIa,A4wrrc Via- Wt., r.,,tlruil:r Pirtle i,;.,10[T'A Mat., C^,smear F4ate 12rsln`124 Dos. Yes Yes .es NIA NA MIA NIA 1 closely Preeast ar Ceaxnarpal Concede Product, Precaatand Lebo o572S11tl?^4 Nc Yes WA WA W Fonda Deparlinerrt of Business a Professional Reauladcn P 2 are Erotica Department of Busine35 A Professional Rogurnbcn Florida D"rtment of Business Se Professional Regulation MQ� � 2023 :,,ere, :e,I Prise-.12 Building Codes aril Standards BLlldlrp Codas and Standards Building codes and Stares rds x 21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail O `a t ai$ - ., : � nx165444ts all 291 Rdt stet - .. Iti.e2' t D" Dot. Prmana �t -. saga. _. 1CrM or tau _ A. I L LJ 1 i Var�f{ar aerrwleehwa Cased largess ALJcannv VaadAW By Ndldatad artematdi Pal Asset Af2-pod slat- Maill XMING tip 12OLi4S rEghtLAlk= raped I* : S ram I= Au2moral tam_"u i ltS: ,IY@1 Y1,141, V an 'aftisi. Etlaliew& wcwret vat dwarf au VaNA*MdAg FOC Aoaarae Re',Iean 2020 Who, uu. crinhAemefr ICC Ewald Now fiaNu. LLC ICC 6wruman Sanilae, oijwr m 124M-2022 011=20233 Apposied Rwvslun 2021) aArArhasusn caagvy:ataaarccm R•la Rod+airr a_C El-W ad. Saar -mac, I -LC I. r.errre< F'-F- 5245+47d =>a� cr2-T21202i Tv3FX R2Fi'viWIt Atd obd MMrImIrfKh°., -I!�11. A4p@a Alarnnare. Im JCwe. 291Ne Lug t, �Lc l 9svan M. u;K§, ry 64.13"4 1'VIW04a 11!]d3aMr Approved Review Assist. Inc. d CayvrrtlCwpse.ts LtC. «slats Nysawi Daanni�weYtths �r Pa aWdtll , 7,50.2�9a pE64 .,,iu1.�44 Virtual A,LCge�7 Truss Pious Caosellw"Mamod: Eavua�al Repot bent an-refder�tra.raAn (ms} sal-UmOo Ikon CnregmrY: Engneared I. -Per Campaalea lll~e E'.,eluaam Report nrre 1>v 4d< .4a4.W1aercn,np� nil Review completed and amp eve Z � a PradvGf EY9hAeen Ptidud a.aoEntry eatplace Ymhw-Fvasarlwr Rdaodt #Cm a. i#sda ricam'tFGJ Ar�aa:! rr-A Li'rin3e,7 F'Eer%3a a.cam Plans with the 2020 FBC 7t ion PJtldtaT�a Pr+zdhxFa Ageraaad for Uo Amrayad fa use Imo. is fLaY52r•R11 Boodle C.amw Assn am# Aaarawolaruar Alraavam for 4" FL41 e544-RS Prudesla F}p}p5yaal Enpnaex for compliance by Debra Anne Klahr PX2300 $mil p m� i Amdr rs �a a t� m. In NnA z Stlirlad Elssa ads B ct ink M.nera lLma P - . a teas reLdL$L! a Data iisat2lla W P. invo!t _ il _ Aep4 S,WdTaf Elsa Amrard,4 ran Una tlw R151m J 7 M1t1AN8 toga high beerbgrt bIB$aalnAYw plate E rt1±cC£4 Yes Yes. NA. f A 1 noodle. LVL Let .Mod Yarns Lurorer C1'3J3i nQ� " ids `r wa 14,A 4ri,. `iaa sYaducF Ypmd. Mwrbarat urns ft d.4. DaacaarKlrrl yaar4adtaEmie�ilrao Dam flad and Potassiumt 2 Id1&5H9 Ill go area 00 strength Inns Cmracicr plate EI.1=: i24 Yes Yes NA NJA 2 Peels- PSL LA Par i)o S7rend Luna- 0 � I"Z1J3 Rl"dWre-, . NP WA t3A <4, aa'd�� '.Tcird 6drfrP iota@d AklrnlnJn,:34f-.ikl Ak'r'a AlUnf+a5f1t �0.yk�$AeR°1`i. b"htwd Al4trtviuin atr�('b..:l sic Yes Np WA 3 4 4 Mn 16 tn1*49 1a go la4 =,,nadp pace f�.3 .QW4 ld ow hlOh SRdlsith rue€�eda Otte tzntrf14 Yes Yes TYa Yea Nei N+A KJA IVA 4 TJ*R�Roard structural atpX �fwllt"d ;er,eand f11,,itrJ.'{?'r � Na Yew FIFA. NJA br d snnn, CW Zinc Wecn SHEET NO. MlZfaf,9 2a ga. too flaglr Ines aa'arada plate 1 mir'024 Yes Yea NA N:A beard Ran beard 1 .veYah.�.,Rim F rid di lrxt°ARus#PaaaoyRImRa.fd 4 411. ; ?. e ti,A PVA TL15 MT1a ag. wasawnodrpsees 231.4124 Y� Yes MA NA 7 7L2a. MT2D 209a Muss tanned&gain 1241J20".'4 Yes Yea NA N/A - - - - -- - March 6, 2023 PA 1 .1 -- -- - -- _ 1 u 1 1 1 1 1 -F� W Ronda Dq)ww erlt d Business + Proko0ond ftWMw P+v i Wr2 Ppodda Dep wUnarlt of Budrwm S Prods! FaMph ion A WW, ar 1 Fkxkla Departatert of Birms b1 Prvlassiw W ReguU tlon PIN 1601 Fmft Dapr4riarlt of Badnase A PraftsdoW FAgAbW — Buk" Codes and SWOwda 1w2R:2 BUlding Codes and Standards Bulding Codes: and Sba K** 4NP MU Bulding Codes and Stan ** an4adm � {a U Product Approval ApplieationD&W Pnare+Lt Approval Applicalbal W1tse ProldDct Appr**W Appucadon Mad Product ^WOWit Appris~ Dear .. -'. '.. F :.. (3)� d raft fEstlt9t aft amQsY»BeMrf QMa �1 �. PW usr goo �[ s QeYs_. Dee �D9 Qeia fsle loom Qdr am Q10LBO" Qate O 1VW 1 1sn4dteW. EedaMauaWM 1rWwerdsPWOW FOCA AOpAMNi ds BINIyo 000000aer ErloteWsr&U49 s V-ft A4600 40--wWo r9±F!NIV-4f Ag1L1g1 aw1Pe n" Af*-- ' F1KA29FAM Alamo min MOVE 4 +l.a�s wr.e�aw fICAME "W Ag bell -0 DL AM oft 2= Peftonwoor Me. 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For addtwnal inf rmaadn regarohg FiWda's 8tatew40e Product Approvd taystem and Marm0fide County Notice d Acreptial (NOA), >.LIGK l FLi1ZM5-R7 Seer / Product Model. Number or Name ProiductDascriatkan 1 Tien Stainless Steel Concrete 8 Masonry Screw, (r7N-SS) 1/4" dianeter Trillion stainless steel masonry screw FLOONgo-R48 AW Product ModelNumherorName FJQ{1Y 1 SD10112DBB Outdoor Accents Connector Screw 2 SD9112. $09212. S010112. SDIC212 Strong -Drive SO Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF2243t, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong -Drive SDCP Timber-CF screw SDCF2211;A, SDGF221334, SDCF271958, SOCF272358 5 SDCP2243a, SDCP22512, SDCP22614, SDCP2270Q SDCP22(l SDCP22912, gong -Drive SDCP Tnmber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400 SOHR27614 SDHR31400, SDHR31614 Strong -Drive SDlRCombo-Head Screw 7 SDS25112_ SDS25134, SDS25200, SDS25212, S0825300, SDS25312, SDS25412 Strong-Drve SOS Heavy -Duty Connector Screw SDS25500- SDS25800. SOS25" 8 SDE25112£S, SOS25200SS, SD525212SS, SDS25300SS. SDS25312SS Strong-Drve SDS Heavy -Duty Connector SS Screw 9 SC)WF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong-Drxe SDWF Floor -to -Floor Screw FLX10007-RO Saab ProduatModel. NumberorName ProductDaserintlon 1 ATR318, ATR112 ATR5f8. ATR314 Threaded Rods 2 ATUD5, ATUDB-2, A7UD9, ATU09-2, ATU09-3, ATUD14. ATU01 C2 Aluminum Take -Up Device 3 OP'&8-2, BF-1/2, BP112-3. BP51&2, BP&S-3 BP3J4, SP3/4-3, BPRTUD3.4 Bearing motes 4 CNW3i8, ChW112 CMI4'518. CNfVV?,r4, CNW518.1/2, CNVJW4-5(8 Coupler Nuts 5 CTUD55, CTUD65, CTUDW, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTLD97 Coupling Tak*4Jp Device CTUD98, CTUDOO 6 N3, N4, N5, NB Heavy Heil Nuffi 7 RTU03. RTUD38, RTUD4, RTUD46 RTUD5 RTUDB, RTUD7, RTUD6 Ratchetilg Take -Up Device 8 TUD9, TUCiO Take -Up Device 9 TUW36 Take -Up Washer 10 URS3 3J8" Uplt Rod RunTiedown System 11 URS4 1 t2" Upll Rod Run Tlodown System 12 URSE 518" L l? Rod RunTiedown System 13 URS6 3/4" Upl't Rod Run Tiedown System FLa110441-R6 Ail Product Model, NumberorName PrOductQR221l 1 DTT2 Hold-down 2 HOC1014, HDC10122 Hold-down 3 HDQB, HHCQ11, HHDQ14 Holed -dawn 4 HOLZ HOLA HDU5 HOU8, HDU11. HDU14 Hold-down 5 HPA28, HPA35 Strap -style purin anchor 8 LSTHD8, LSTHDBRJ Strap -style hold-down 7 f 4ASA. MASAP Foundaten anchor strap 8 MPA132, MPAI44 Strap -style Purim anchor 9 PA18, PA22, PA28, PA35, PA51, PA68 Scrap -style purin anchor 10 Pil PA123 PA126, PA135 Strap -style puriln anchor 11 STHD10. STHD1 DRJ map -style n old -dove r 12 STHD14, STHDI 4RJ Strap -style: hold-down e ® I Simpson Stron -Tie 2020 FBC Approved Products dated ?1342020 t� 9 ppr For direct Mks to at 89T apprdvda Isled below, Cl HERE . For addelonel information regarding Hands"s Statewide RaLct Approval System and Ntsm-Dede Canty Notice d Acceptance (NOA). 21 LB series hangers Top flange hangers available in width of I V16" and heights ranging Irom 6-3J8" to 15-1 IF' 22 LBAZ eons hangers Top Flange han gets available in width of 1-9116' and heights ranging from 9-3H6"to13-US" 23 LEG3, LE35, LEG7 sores hangers Top flange hangers available m widths ranging from 3-114" to 6- 718" and heights ranging from 9" to 33-1t2' 24 MEGS. MEG7 series hangers Top Fertie hangers available in widths ranging from 5-114" to 6- 718" and heights ranging iron 9" to 32.117' 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" tc 5- 118" and heights ranging iron 9-14' to 24" 26 PF, PFB, aFD8, PFDSB series hangers Top flange hangers available in width of I -WI ' ' and heights ranging from 3-38" to 7-1/8' 27 RR Ridge rafter connector 28 WP sere -wingers Top flange hangers available in widths ranging from 1-9118" to 7- 1f8" and heights ranging 9-114" to 32". FL#10860-R5 Sao # Product 140allial. Number or Name 1 44 A 44R A . A A ABA 3A .A8A46, BA46R B 8e A13A65R 2 ASU44. ARrU44R. ABU46, ABU461R, ASU5.5, ABLlS-6 ABU65"ABU66 ABUIl ABU88, ABU Ill ABU1D10 ABU101OR. ABU1212, ABU1212R 3 ABW44Z ABW44RZ, ARN46Z, AtBW46RZ, ASW63Z, ABW66RZ ABW7.7 4 AC4, AC4R, ACE4, ACB, ACBR, ACE6 6 BC4, BC45, BC4R, B06. BCBR, BC& SCS2-2/4. BC-52-346 6 C844, C848, C&M. C'886, C888 7 CBS044-SDS2. CBS446-SDS2. CBSQ66-SOS2, CSSQ86-SOS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCO-SM 5. ECCQ-SDS2 5 Series 10 CPT44Z, CPT882, CPT88Z 11 EP644A, =-PB44.. EP846, ll 12 EP64Z 13 LGB44, LCS66 14 LPC4Z,LPC6Z 15 M1'18447, MPB867. MPROV 16 P844, Pi344R, Paull PBS, PB06 R 17 PBS44A,3B.S46 PBSIl 18 PBVG, Pi3V10 19 M44-18 PC48.18, PC:48-18, PC84.1S. PCe6.16 EPC44-16. EPC46-1IT EPC48.16, 20 PC4Z. PC4RZ, PC.SZ, PCIR2Z, PCBZ, PC8RZ EPC4Z. EPC4RZ, EPCBZ, EPC6RZ EPC8Z, EPCSRZ 21 PPB44-42, PPE"-8Z 22 RPBZ FLl1J109611-RS a`ig" Pg�duct 14odal. Number or Nagle 1 FJA,FSA 2 FRFP 3 GH46.6. GH46-6, CH48-6, GH48.8, GH410-6, GH410.8. GHS", GH68-8• GH68-6, GH68- 8, GH6106, GH6108 4 GL65A, GLB5B Gll GLB5D GL67A. GLBTB, GL67C. CLB7D 5 GLBT512 GSLT612. GLBT516, GBLT(l GLBT520. GBLT820 6 HGLBA, HGLBB. HGL13C, HGLBD 7 HOT-2, HOT-3, HOT-4 8 UFP10-S13S3 9 URFP P fedud Dodieriotion Adiusbble Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Saw Emtedded Column Luse Bolted column caps with W1 ranging from 3-114" to 9.1,7 and W2 ranging from 3.518" to 7.112" Screwed column, caps with W1 ranging from 3.114" to y-112" and VV2 ranging from 3.518" to 7.112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Emtradded Column Base Lrgh: Post Cap Moment Post Base Embedded Past Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Foundation Anchor Flat Retrofit Foundation Plate Gander Hanger Glulim Searing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tieddwn Universal Foundation Plate Universal Re" Foundation Plane a Simpson Strong -Tie 2020 FBC Approved Products updated 12'"'Or920 - For,daert Irks to all SST approvals Isted below c LI. K HER E • For addtwnal Infdrmabtll regaining Fiatda's 8talewlle Product Approval System Boer r.11uerrr-)ade County Notice d Auceptance MCA' _LICK ilE?b FLfM N46-R6 gee fi Product Model. Number or Name Prod uctDescnotion 1 A21, A23, A33, A34, A35 A44 Angles 2 APA21 APA4, APA6. APVA21, APVA4, APVA6 Ctu'dco,Aa ents Angles 3 APB44. APB44R. APVB66, APEIWR APB88, APBWR, AP81010. AP13101DR. .APV1344, Outdoor Accords Post Bases APVB44R APVBW APV866R. APV688. APVB88R, APVB1010, Al01 OR 4 APDJT2-4 APDJT2R-4, A.PDJT2-6, APDJT2R-6, APVDJT2-4, APVDJTZR-4, APVD:T2-6, OutdoorAccents Eck Joist Ties APVDJT2R8 5 APHH46, APHH46R. APHH610, APHH610R OutdoorAccerns Heavy Hanger e APL4, APL6. APT4, Ali APVL4, APVL6. APVT4. APVT5 CutdoorAments L and T Beam -to -Column Ties 7 APLH24, APLH24R,.. APL1426, APLH26R, APLH210, APLH21OR rrutdoorAccents Light Hangers 8 BVLZ Brick Veneer L edger Connector 9 CBT2Z CBT41_ Concealed Beam Tes 10 C,JT3Z, CJT4Z C,fT5Z, CJT6Z Conctaled Jest Ties 11 OUT14 Deck .105t 1 err 12 DS Dry l'Vall Stop 13 FC4 FC6 Framer l:ps 14 FWAHZ Foundal Wau Anglers 15 GA1, GA2 Gusset fix,gies 16 1­12A, H25T, H8, H10A-2, Hi OS, H14. HGA10 HufncaneTtes 17 HCJTZ Heavy Concealed Joist Tie 16 ll HH6 Header Hangers 19 KBS1Z Kree-Br-tca Stahil¢w1 20 L30, L&', L70 L90 Angier 21 LCE4 Post Cap 22 1_530, LS50, L570, LS90 Skewabk Angles 23 LSCZ AdjustabeStairStringer Connerb, 24 LSSJ26LZ, LSSJ26RZ LSSJ28LZ. LSSJ28RZ LSSJ2101l LSSJ21ORZ Field Adjustabb Jack Hanger 25 LSSR1 81, LSSR2 1, LSSR2 37, LSSR2 56 LSSR210-2, LSSR410 Field Ad}rstadle Sbpeahel:?kenab'e Hanaer 26 LTP4, LTP5 Tie Plates 27 M .23Z, NIL242, ML26Z, ML26Z ML2107 Angles 28 MMH8 Root Tie Down 29 MMHC Hinged Roof Conner 30 MMLU26, MMLU26-2, MMLU28, MMW28-2, MML0210, MNILUI211, MMLUI39, NVOLU1311 Face-Mcunt Hangers 31 RUC R9CjJ Roof i3cundwy ;,yips 32 RST-3 RCof Ti ncowr 33 RTC22Z, RTC42, RT027 I'll Rigid Tie Connectors 34 STC, STIl DTC. HT04 Truss CI(w 35 TJC37. TJC57 Tn,ss ack Clip; 36 Z2, Z4. Z44 Panel Stiffener Clips FL010447-R5 See it Product Model Number or Name 1 AHEP 2 DSC21l OSC2LSDS3, DSC5R-SDS3, 0LStC5L-SDS3 3 GBC 4 HCP1 81, H�:;P2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2. HHRC4/1 S HHRC44. HHRC5.2513-25. HHRC5 37J'3 1Z HHRC66 8 HRC1 81, HRC22 7 LRL126,1R(J28LRIJ210,LRU212 6 LSU26.LSSU28 LSSU210 9 TBE4,TSE6 10 TC24 TC26 TC28 11 THA29, THA213, THA218, THA218.2, THA222-2,1 HA413, THA418, THAC418, FHA422. THAC422 THA426 THA422-2. THA426-2 12 THAll ll THAl2Tlsr22, THAl2 -122. THAI222 THAI322 THAJ3522_ THA1472 13 7HAL422.THAll 14 THJA2t3, LT-tl LTHMA 15 THJ1t SDS3, TH JM2-5-SDS3 THJLl28, TF AJ2&W 16 TSBR2.24 17 VPA2,VPA25,VPA3,VPA35,VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products UPdned 12l31Jy2020 _^ ^ ,,,®_. For direct IMS to all SST approvals I9e,1 "ow..-�! Far SM00nal information legardrrq FlQrtda'S Statli Product Approve) System and Mam-)ede Canty Noticed Acceptancel. CLICK Hi- F FL4t10456-R9 a4gg Product Model. Number or Name Product Description 1 BT, BGTB. BTH Bruck Ties 2 CMST12. CM 714, CMSTCI6 Coiled Straps 3 CS14, C516. CS16 CS20, CS22 Cotbd Snaps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressionu9ension Strap 6 DSP, SEP TSP Stud to Plate be 7 H1, H1OA, H25A, H3, HIS, H7Z. W1 H16S, H16-2, H16-2S Hurricane Ties 8 HG7-2,HGT-3,HGT.4 Heavy rrderTiedown 9 11524 Hurricane Tie 10 HSS_-SDS1 5, HSSv 2-SUS3 HSS2.3-8DS3 HSS4-SDS3 Heavy Stud Shoe i HST2 HST7 HST5, aST8 Straight Straps .12 HTS16, HT S20, HTS24, HTS28 HTa30, HTS30C: Heavy Twist Strap 13 HT_(Q161<12 H l'SC);?VKTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 ll L6-7Al2 LSTA15, LSTA18, LSTA21 LSTA24, LS7A30. LSTA.36 Straight Straps 16 LST149, LSTI73 Straight gaps 17 LT620, LTB4C Bridging 18 LT512 L713,16 LTS16. LTS2C Light TweV Strap 19 MGT ModiumGrder Tocil 20 M5727, MST37, MST48, MST60 rvI.S77, Straight gaps , 21 MSTA9, °AST"Al2 VSTAt5 MSTA1'i, META21, MSTA24, MS'TA30 (ASTA36 MSTA49 Straight Straps 22 fill M3TC40 itil M. TS%66 i45TC78 Straight Straps 23 MSTC46133, MSTC66B3 Pre -Ben; Straps 24 MST126, MIETI36, MSTI48, MST160„ hutST'IT2 Straight Straps 25 MTS12, h4TS18, NITSIe h4TS20 'rS24C, MT-`W, 1ATS30C MediurriTwistStrac 26 f4(LA2x10-12, NCA2x12-12. NCA2x&16, NCA2t10-16, NG'A2x12-16 Budging 27 RCVdB12. RCW614 WallBracing 26 RPS18, RP522 RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 $P1 SP2, SP4. SP6. SP8 Stud Plater Tie 31 SPH4, SPHit, SPH8 Heavy Stud Plate Tire 32 SS4.5 Stud Shoe 33 ST9, ST12. 5718 z3T22, ST797, St z122. STa 2115 ST7215 ST6215, 5 a 6224, ST623e Straight Straps 34 Ti TW7 TE330 TB36. 842. T945 T654. TB56 TBED Tension Bridgmg 35 TWB10 TVrBIZ TWB14 Wall Braring 36 VGT, VGTR, VGTL Variable Pilch GirderTieddwrt 37 V6B106 VJF106C, j)l NP.126C WB143C Milli Bracing .riTrF FRI Product Description 1 CBH2 37x5 5, CBI-12 37x7 tr, CS , 37x9.75 Ad)usfrrbte Hip£nd Connector 2 QU, DHU, CHL07F series hangers Drag SbutCnnnectors Gable Buace Connector Hip Corner Plata 3 HG11.13.63.50-5 HGU5.25-SDS, HGU5.50-SLS. HCU5.62-Sil HGUTOO-SUS, HGU7.2S- Heavy IHgp to R dge Co n nector SDS, HG U9.00 SDS 4 HGUS series hangers Hip Ridge Connector Raftor Hangar 5 HHGO, 25 SDS, HHGLI5 50.SDS ll62SDS. HHGU7 00-SDS, HHGU7 25-SDS, Light SlopeablelSkeavan6e U Hanger HHGIJ9 00-6US Truss Soaring Enhancer 6 HHUS26-2 HHtJS28.2. HHUS210- HHUS46, HHJS48 HHUS410, HHUS5.5LL110 Truss Clap HHUS7 25/-D Adjustabn Truss Hangar 7 HSUR, HELL, HSLIRC, HSULCsere%hangers Adjustahe Truss Hanger Sized far =-..bests Skatved Truss Hanger MuIpleTruss,Hanirs 8 FTU'i,,HT028,HTU21C HTU262,HIU28-2,Hil 2 Muitiple Truss Hangers 9 HU HUC series hangers TR*S Spacer-Restra nt VarabbPtch Connecors ValieyTruss Clip 10 ll 81/9s^DS, H.l 81/11-S]& HUCCt2102-SDS I-UCQ210-3-SDS HUC0310- SDS, H1­,CG410.SDS, HUCQ412-SDS ll 2519-SDS, HUCQS 25/11-SDS. HUC0610- SU.i, HUi Q-02 5J$ Product Description Concealed hangers Face -mount (DJ. DHU) and top -flange (DHCTF) hangers available in widths ranging from --9118" to 3-&l6•„ and heights ranging from 9-118" to 23-15116". Face -mount harpers Fact mount hangers avaiable in widths ranging from 1-Sill 7- 3M' and heights ranging from 5.WV'to 12-7/8 Face -mount hangers Face -mount hangers Skateved face -mount hangers available in widths ranging from 3- 118" to 5-1/8' and heights ranging from 4-314" to 15-314". Concealed Range version (HSURC, HSULC) available for all double 2X and 4X models; onry acute tlartge is c-nicealed Face -mount hangers Facemounthangers available in widths ranging from 1-9116 to 7- 1/2" and heights ranging from 2 ?/8" to 19-114" Concealed flange version;H UC) available for all models having width equal to or greater than 2-9116" Face -mount hangers u a Simpson Strong -Tie 2020 FBC Approved Products updated IZrsU,z.20 Simpson Strong -Tie 2020 FBC Approved Products upWrid let-3"20 S Fadreatlnkstoall.ST�pravtdsladedbelow �LICfiHERE ;, �. - F diet ink to I SST approvals laded beW,v. - R= ,: a s all a4rp-,.IG..f...��- For additional information regarding rlmda s Statewide Produo,apprevaj System and Mara Liadr l.ounty NWca of Acceptance tHJA, ,,� e. e� , r-, i ill addivaral rrttamaliam regarding FlprirJa saareurde Product Approval Sysaom an i item -Gads wunir Ncuce d Actxptanee (NOR„ d Ly,r - Ht=..£. FL n146&R5 18 S -BV1.56, SILBV1 61 SILBV206 SrlBV2. Sit.BV255. S&B'I2.68. 5/1-30,1312, Top range -,QrAHan7,ers S"V3.56, S/LIl62 F.JLBV4OE, SJLBV412. S1LBV4-2B. SA_ BV4.75 S/LBVSiO Product Model, Kum Der orName Product Description 10 S+L`I'T20,S1DTI17.5/HTTI4,HTTLllr15 Hoklowns 1 HHUS2103, HHUS2104 Jost Hanger 20 S/MSTfkQ, &V,1;772 Straps 118 mil (1 -3 gat 2 HR5l HRSB. HRS12 Strap Ties 21 SP4 SP6 Stud Plate Tres 3 HUCO21f-2-SDS, HUCO210-3-SOS, HUCQ 4O-SOS -lost. Hanger 22 SSP, DSP, TSP Sbud Plate Ties 4 THGB2 T4GB3, THGBH2, THGB1­43. T"HGBN4 Joist Hanger 23 ET'C, OTC Trusts Clip 5 7HGQ2-S.)S3, -HGQ3-SDS4 5. THGQH2SD , THGQHSSDS4 5, THGQH4 SDSS JCN Hanger 24 7BD22 Truss Brace Dagonai 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss JACK Cornecter FL#i 1473-RS FL9j 39O ll §Sgj Product Model. Number or Name Product Descnption $ea ff Product Model. Number or Name Product Descmtion 1 CETAL20 Double Embedded Truss Anchor CCQM3 62-SDSHDG, CCQl 4 62-SD9�DG, ;C:QM5.50-SUSHDG. CCTQM3.62-SDS3, Masonry Piet Caps 2 FGTR, FGTRHL FGTRHR G-Mer Retrofit Anchor CCTOl32-SDSG- CCTQMS 50-SDGG, CC (Wet 82-81SG CCCQM4il 3 H16, H168. H16-2 H16-2S Hurticane 7e CCCGh1550-SOS% 4 HETA,12, HE-TA16. HFTA20, HETA24 HETA40 Embedcla Trust; Anrior 2 FC:C'Lt,W3 C' KT, ECC"LLkM4 € .KT FC;CI-CW5 50G.i(T, E :CLLG 1?l 62G-KT, Masonry Per CAPS 5 HE-TALI2 HETALid. HETAL20 Emb!'<Jrted Truss.Anc�rcr LCGLLQW4.62G-KT ECCLLS'';MUt 5DG-KT LCCLRQMD3,62G KT, LCCLRQMD4 62G 6 HGAM10, HMO Masonry, ret Ott, connectDrs KT. ECCLRQM05.5OG-KT , HHET .18HHETR2t. HHETA4D Heavy Err�dded T:-s:a nrr , FUrv15 23 HGJA5 SG GUM7 GC H r t� 25 1-GJM9 X Heavy Masonry Haeros 8 LGT2, 1_151-3-SCS2 5, LG74-SD53 L3irder-ritil 4 LGLIM2iH?, 1 3 1.,GIJ1r1' 6w4, Ltat1M2'B-L'. LCUM28-3, LGUM26.4, LGUW19-2 Masonry Beam Hangers 9 LTA2 Lateral Tr-ss Anchor LGUM2IC-3. LGUN12-1C-4, LCUMFle LGUM48- LGLIM4110 10 META12, META16, MET,418, hIFTA20, ME7 _4- META40 En Red " our: Anounr MBHA;-92, 25 M8H s 1211 2... 2c, A H, A3.wJ9 25, MBHA.5Fi19.2 Masarry Top Flange Beam angerx 11 MSTAM2z, MSTAM36, fu9STCM40, M51"CMBC Strap Tie far Masony MBHA3.511111.86, MBHA3 56114 MBt•+A3 56016. MSHA35618 MSHA5.5017 25, 12 MTSM16, MTSM20, HTSM1rJ, HTSM20 Twist Strap for Masuniy MBHA5.5M 25 NIGHA5 50111 25, MtBI I,g5.50P 1 88 MSti*A°5 50114, MBHA5 601il , MBHA5 SU-18 6 MBHU3 5&6.25, MSHU3 E>6,111 25, M€yHU3 5&19 86. MEHU3.&&14- 448H U3 5fir16, Masonry Seam Hangers FL#11496-R5 MBHU355/16, UHHU560tP25. MEHPJJ.50111 2J. VaEHU5.50o1 88. MBHU5.61Y14, MBHLJ55T16, fAFHU550r19 Product Model. Number or Name Product Description 1 OTT1Z Deck Tensicn Tie 2 H012 1­1019 Bolted Holdcv+ns FL#13975-R6 3 H011 HC58 110,78. H09B Bolted HToklavvns 4 HTT4. HTTS, 4TTS-314 Tens,= Ties Seq # Product Model Number*, Name Product Description 5 LTT19, LTT20B, LTTW Light Tension T ere; SD'I1.23CC, S1N1dZ:3W, SDW22438, SOVir_-'458, SDW 25CO SDV.22600, SD'dl'215w, Strong-Drve SLW EWP-PLY and TRUSS -PLY Screws SD'N228'4 2 SDVrC15:50 SDWC15800 Strong -Dar, e SCWC TRUSS Screw FL#13626-R5 3 SDWWVL WD6 SLVVH104OOcB S rv,1H1W_CDE; SLvVH`lWO0D8 SOWH191O0OC6 Strong Drwo SEWh1 TIMBER-HFD(xrew 4 5DWH17. L0G S0WH276C*3 69"1127800G SCM41271000,5, SDAid271200G Strong Dwe SEWN TIMBER -HEX HOG Screw e Product Model. Number or Name Product Description 5 t ` SDWy96.12, SUVJ51630C, bD"Iv'S1631 b, SCIVYS'l ti4D0 :a'tror,g-Drive SU'Jv5 HRAMiPtG Screw 1 S135t8x24, S87115x24. S81 x30 SB Anchor Bolts 6 5D'rV31' 00. SDWS19712 S(riVS2240O.SCY1vS225OO SOWS22512, S1?YYS22W0 Strong-Ofwe SEWS TIMBER Screw (Intendr Grade) 2 SST816, SS71l SST B24, SST628, SST634, SST83& SST8I6L, SST82OL, SST824L. SST6 Anchor Bolts SDWSZ-2&00, SD4t'S'22900, SOtAS221000 SDVJS221100. SD11t+S221200, SOM.rS221500 5STS28L 7 SDyr'S22730002 SUMS-'22400D6 SDVJS'22`t70O6. SDWS226C0O8, 9DWS2128O0DB Strang -Drive SOWS TIMBER Screw (Exterior G(ade) Sf.>Y.+� 210011OB 8 SD'JJSa a1121)l SDVVS2 o12DHH Outdoor Accents Shu h ral'Nood Screw FL#13872-R4 S SD4N5 -OOSS SOVVS77400�;,SDWti27':OO.SS SDVtiS?76O%S SD'JVS2780OSS, Strong-DriveSDWST'MBERSSScrew SDvV_127'00 ,SDw`rS2?1<rOSS sag X Product Model. Numoeror Name Product Description 1D 5D1JW134O0 Strong-Drve SCNtnV SOLE -TO -RIM Screw 1 CMST12. CMS714, CMSTCI6. CS14._ CS16, L'S18 CS20, CS22 Coiled Soaps .. ST1,22 Outdoor Accents Hex -Head Washer 2 HRS6 HRS8. HRS12 FHA6, FHA9. FHAl2, 1HA18. FHA24 FHA30, MSTI26, MSTI36, Strap9 97 mil (12 ga) PAST148 MST160. MS7172, SiMST27, S/MSTY'. VNIST48 3 t-ITS16, HT'S-20. HTS24, 1-ITS-26 HTS310, HT53OC Heavy Tw1rt Straps F1.4115363-0113 4 LSTA30. LSTA30, LSTI49, LSTI73, MSTA9, A'1STA12, MSTA15, MSTA18, hfSTA21, MSTA24 Straps 43 mil (18 gat 5 LSTA9, LSTA12, LSTA15. LSTA16, LSTA21 LSTA24, ST292, ST2122 ST2115 ST2215 Straps 33 mil (20 ga) cj2" Product Model. Number or Name Product Description 6 LSlISH3.2.5, SUBH3 25, MSUBH3 25 Brklgimg Connector i AS 16, A$ 18•S5, AS 1856 18 ga Truss Plates 7 Ill Lateral Tie Plato 2 AS 20HS 20 ga. High Strength T russ Plato 8 LTS12 LTS16 LTS1S, LTS20 LghtTwistStraps 3 AS-20 20 ga Truss Plate 9 MSTA30, MSTA36, S76215, ST6224 ST9, S 12. ST18. ST22, MSTC28, MSTC40. WC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Ccrnectct 10 MS'TCe6, MSTC78, ST8236 Straps 68 mil (14 ga) 11 MTS12, MTS16 MTS18 Ml MTS30, 147`324C. MTS30C frlediumTwist Straps 12 SB-.56, SJBt 81, S&Q-06, SB2 37, S162.56, 3'B208, S'83.12, 5iB3-56, S1B3,62, _54.0e, Top Flange Joist Hangers FL#95730-R4 SB4,12, S,8429. 5AA.15, 5165-50 13 SBA2.121% SMA2.12110. SJ13A2.12f12 StISA212114, SiBA4.18/8, S/BA4.18/10, Top Flange Joist Hangers aSL9 Product Model. Numlxr or Name Product Description SBA4.18A2, SIBA416/14 ET HP Adhesive Anchcr for wncre'e 14 St1H1A Hurricane Tie CAC GDP, GLPM-5C7 CUFW-75, U LPlvl-100, GDPS, (3lV-50 GW-75, GTH Gas-aMated fasteners and assembles 15 SiIiD13S Sal Sh1D10S S1IHD145, SiHDi SS;, S44015Fs Hokiewns PDPA, PDPA-K, PDPA-W.. PDP,AT, PDPAT.K, PINW, Pt PiNWP-W, PDPA'eML, Powder -actuated fasteners threaded studs, and assemblies 16 SM13114, SIHUU6, SIHL)U9, 51HDU1 t Holdotwns POPAWL-MG, PSV0, PSVL3-K, FN,7LOPA, P 1-0PA, PTRHA3, PTRHA4 17 SPJCT, sirti--CT Joist Hangers 4 SET-3G Adhesive Anclic, for narl Simpson Strong -Tie 2020 FBC Approved Products Updated l 30M=0 - For drect Inks to all SST approvnfs (sled below. CLlGK HERE F t additional information armedn regardingF Ianda's 8[efewtle product Approval Syslcm and htun4>ade Lbunry Notix dAcceptance (NOA) Glh:K HER 11 HUS, HUSC series hanger Face -mount hangers available in widths ranging from i-5it" to 3. W1 6" and heights ranging from 4-5116' to 11" Concealed flange version (H USC) availabl9 for model having width equal to or greater than 3.9116", 12 IUS series hangers Face mount hangers available in widths ranging from 1.7i1l to 3- 518" and heights ranging from 9-114" to 16" 13 LGU3.25-SDS, LGU363-SOS. LGU5.25-SOS Face -mount hangers 14 LU24, LU25, LU28, LU210 Face -mount hangers 15 LUC282. LUC21 jot Face -mount Rangers 16 LUS SOTS hangers Faoe-mount hangers available in widths ranging from 1-91MV 0 4- 5/8" and heights ranging from VIP, 10-15118" 17 MGU3.e3-1505, MGU5.25-SDS, MOL15.60.508, MGU5.62-SDS, MGU7.00-SOS Face -mount hangers 18 MIU senas hangers Face -mount hangers available in vbdths ranging from 1-9116" c, 5- 118" and heights ranging from 6-15/16 bD 19-112". 19 MU , MLIS28 Fate -mount hangers 20 SUR.. SUL SURC, SULC seneshangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3-9/18" and heights ranging from 3-1118" b 13.314" Concealed flange version (SURC SULC) available for all double 2X and 4X models; on y acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" tc 6" and heights ranging from 2-5011" to 11.11W. FLSIOB67-RS &NJ �yct Model. Number or Name Product Descdrhtlal 1 BA series hangers Top flange hangers available in widths ranging from 1.8/16" to 7- 118" and heights ranging from 7-1 /8" to 37. 2 DGBF series hangers Top flange hangers avaieble in yAcIll ranging from 3-&/8" to 7- 1/8" and heights ranging from 9-114" to 24' 3 DGF series hangers Top flange hangers available in Wdfhs ranging from 1.1t2'to 3- US" and heights ranging from 7-114" to 24'. 4 DGHF sines hangers Trot flange hangers available in widths ranging from I -WC to 3- 5/8" and heights ranging from 9-1 t4" to 24" 5 EG5, EG7, EGO set" hangers Top flange hangers available invocifhs ranging from 5-114" to 8- 7/8" and heights ranging from 1 1" to 32-1 ?7', 6 EGO series hangers Top flange hangars available in widths ranging from 3-5Ar to 7- 114" and heights ranging from 11-1/4" to 37'- 7 GLS series hangers Sadde, hangers available in wiidlta rang" from 3-1J4" to6.71W and heights ranging from 8-1f7 to 28" 8 GLTV series hangers Top flares hangers available m widths ranging from 3-114" to 7- 116" and heights ranging from I V to 37'- 9 HB frerias hangers Top flange hangers available m widths ranging from 1.9J1e" to 7- 112"and heights ranging from 8" to 30" 50 HGLS stones hangers Saddle Rangers available a1 widths ranging from 5.1/4" to 8-718" and heights ranging from 10-112" to 26". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 t4" to 8- 7/S" and heights ranging from 7-1 t2' to 32' 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- VIY' and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available an widths ranging from 2-&18'to 3- 9116" and heights ranging from 18" to 28". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118-le 3.9/18" and heights ranging from 5•3/8'to 13-1/9' 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from 1-9i to 5- 1/2" and heights ranging from 3.7116" to 15". Concealed Range version (HUCTF) available for a6 models having width equal to or greater than 2-0116", 16 HVVP series hangers Top flange hangers available in widths ranging from 1-Wle" to 7- 1/8" and heights ranging from 5-W to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116' to 7- 1)2" and heights ranging from 5-31W to 32" 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/1e` to 3- SA" and heights ranging from 9-118" to 10' 19 JB series hangers Top flange hangers available in width of 1.9118" and heights ranging from 5-36'to 7.141" 20 JBA series hangers Top flange hangers available in width of 1-911W and heights ranging from 9.3118" to 13-118" MAY 0 2 2023 Virtual Review Assist, Inc. Plans Review completed and approved Tor compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Simpson Strong -Tie 2020 FBC Approved Products Updated 125O12e20 For direct inks to aM SST approvals fled below, L.LSL_gCAF . For additional information regarding Fronda's Statewide Fwoduot Approval System and Mami-Dade County Notice or Acceptance MCA), c� rCK HER. SET-XP Adhesive Anchor for concrete 6 Strongil 2 (STS2, ST824SS, ST82.8SS) Strong -Sot 2 Wedge Anchor for concrete available in carbon @Mel and Types 304 and 316 stainless steel 7 Tien HO (rHD-H, THD-HMG, THD-H4SS, THD-H885, TH O-CS. THrrCS8S5 Titan HD Heavy Duty Screw Anchor for concrete and masonry aysJable,il" hex head in carbon steel and Types 304 and 310 stainless steel. or wth countersunk head in carbon sloel and Type 316 stainless steel 8 T Ion HD Rod Coupler (rHO37634RC, THD50934RC) Titers HD Threaded Rod Coupler for concrela 9 TRren HD Threaded Rod Hanger (THOB25150RH, THOW7151l THD372121l Then HD threaded Rod Hanger for concrete THD50234RH, THB10212RH) 10 Wedge -AI (WA) Wedge -Ail AnMr for masonry FL#16230-RO Sea i Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 StroBclt � n - 9 (£+T B2) 5 Titen 2 (7711,12) 6 Titan HO U HO-HuISS, THD-H65S, THD-CSl 7 Titen Turbo (TNT) FL016937-1113 ,gtafi Product Model. Number or Name 1 X3409016-SKXiS1016,X161016.4KXQiS1016.XQ1B1016-4K 2 XL0114T1224, XLQ114BI224.2K N XMQ114S1224.XMQ114B12242K 4 XQ114S1224, XQ11481224-2.5K X114S1224, XQ112S1224, XQ11281224,2K 5 XU34S1016,X1.3481011i FL#36320-RO AcW Product Model. Number or Name 1 OSSC643.5 DS.SCBul DSSCB48, DSHS 2 111 PCIB45 5, FC847 5, FCB49.5, FC8411 5 3 FPHSD34S1010, FPHS03481016, FPHSD3461015-SK, FPHS034SI214, FPHSD3481214.PPHSD3461214.5K 4 LSFC225, LSFC425, LSFC6.25, SFC2 25, SFC4 25, SFC6 25 5 LSSC4:25, LSS:8.25 SSC2.25, SSC4-25 SSC8.25, MSSC2.25. MSSC4 25, MSSC6 25, MSSC4.2WW, MES06.2614W 6 RCKW3, RCKVt5 5, RCKW7 5. RCKW3S, RCKW6 5S 7 SCS43 5, SC845 5, SCS475, SCS49 5, SC6411 5, MSCS45 5, MSCS47 5 8 SCS32-5/97. SCS62-"T SCS62.W 18, SCS82.5/118 9 SCW3 25, SCVv5.5 10 SJC8.25. SJC10.25, MSJC8.25.. MSJC10.26 11 SSB3.518 12 XLSH3481414.XLS47881414 13 XC1S1016,XQ"81011lX01S1214XQ11 Bit 214-35K.XQ78S7224,XQT8Bf224-3K, XQ114611224, XQ11431224-2.51K, X0112SI224, X0112812242K. 4481016-5K, X1 S1018, X181 316.4K, X131214. X181214-3 5K Product Description AT-XP 1 igh-Streng1h Acrylic Adhesive for concrete or masonry ET.Hp Epoxy Adhesive tot masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Than 2 Screw Anchor for Concrete Trion HD Heavy -Duty Screw Ancho r for con"a, available in 304 or 316 stainless steel with hex head, and 316 stainless Steel with courhtersurtk head. Then Turbo Screw Anchor for concrete or masonry, Product Description 410.16 Strong -Drive X Metal Self -Drilling, Tapskhg Scraae with 03 Ddl Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with !16 Drill Pant and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self-Driling, Tapping Screvvsw 0l 05 Drill Point and Madiwn Demeter .Hex #12.24 Strong -Drive X Mattel Self -Drilling, Taping Screws with 06 Dahl Point #10-16 Strong -Dove XU Metal Self -Drilling. Tapping Screws with #1 Drill Pont Product Descripion Bypass Framing Drift Strut Connector Bypass Framing Feed -Clip Connector 410-18 and #12-14 Strong -Drive FPHSD Franng4o-CFSSelf- DrMYng, Tapping Screws, Steel Frarning Connector Steel Stud Connectors Rigid Knee Well Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Hasid -of -Wall Side -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Srut Connector #14-14 Strong-Unve XLSH Shouldered Set-Diling, Tapprg Screws lltQ18 #12-14 and #12-24 StroniDrive X Metal Self-Oding, Tapping Screws -f-a CI) C_ U) M }. > U O CU Q 0 C/) (� M U) U 70 -0 O O O 0 O M 0 > .Cult) L_ Q ) 0- i- -0 E Z z W J W Q) zr _ V o CL :L 0 O L U m n� LPL o L L1J Q W Z z a J 0- March 6. 2023 SHEET N0. PA 1.3 I I I - - __ - I . I -4-1 MIAM ULAM-DADE C OUN= Til I I MD PGT Industries. Inc� FGT IndustTies. Inc. > 0 .2-0 Z3 .70 -1 ............................. PRODUCT CONTROL SECTION PGT Industriti. Inc, 0-C: 0 0 I 1W SW i's S TW Rom -lot -NOTICE OF ACCEPTANCE: QIDENCE $I-B]NUTTED -NOTICE OF ACCEPT.kXC`E: EN7IDF_\`C1 SUBSlITTED 0_ C13 -0 Q DEPART)&NTOF REGULATORYAND ECON0311C RESOURCSS (RER) _V­ FkTA3 33175-2474 80.4"AND CODE ADULNISTRATIONDIVISION 7(11W.314-2590 NOTICE OF ACC EPT-kNCE: 1VlDF_NC1 SUB]NUTTED -&--0 a) (1) (n NOTICE OF ACCEPTA_NCE (NOA) AkadmiLmwonomv 1. Evidence submitted under previous N 0A D. QU.ALIrY ASSI-LkN CE t2 -M U) A. DRAX%T�;GS B. TESTS (coutinue& 1. Miami Dade Department of Rtgalatory and Economic Resources (RER)_ 0 -0 jo PGT Industries, Inc. 1070 Technology Drive. 1. Manufactures die drawings and sections, 51. Test report on 1) Air Iufiltratlon Test. per FBC. TAS 202-94 0 0 S--- -North1'eake. YL 3427.4 (Subittifted it nder AVAA"o�. 11 -010 - 0-4) 2) Unifom Static Air Pressure Test. per FBC - TAS 202-94 E. X-ITERLAL CERTUICATIONS = 0- q U_ S C on: 1 Drxving No. NID-5$70.0. titled -,Vtnv.l Sliding Glass Door NOA jjk-tY-� sheeti. 1 3) Water Resistance Test. per FBC. TAS 202-94. 1 - Notice of Acceptance'No. 1."528.14 issued to V ision Extrusion Limited for their = .0 M %+- M 0 ThisNOA isbeingissued under theapplicablerules andregulatious goveruniathe useof cons-tructionniatesiats-Tbe through 21 of 11. prepared by manufacturer. dated 10,�V­-1 5- with re-�uion A dated 4) Large Missile Impact Test per FBC. TAS 201-94 "AYkite Rigid PVC Exterior Extrusions for Windows and Doors�-. dated 014 1, 15. 0 > -0 E 0 documentationsubmitted has beenreviewred and acceptedbylvfiami-Dade Cc;my RER-Product Conlrol Section to 0*05' 17. signed and sealed b-v A. Lvmu Miller, P.E. 5) C�'velic Wind Presistue Lo3dingper FBC. TAS 203-94 expiring on 09.301,19. be und mN.fa=Da& Comy aW otherueaswhare aMwedby die 6) Forced Emy Test � peT FBC. TAS20-1-94 2. Notice of Acceptance No. 16-0920.08 issued to Vision F-vmswa Limited for th e "VE L US 71u.sNOA shall not be valid afterthe expiration date staied below The Mum -Dade County Product Control -Section B. TESTS along with tnarked-up, drawings and installation diagram of %inyi shding glass door. prepared 1000 Tan 2021 ud lighter Shades (Nou-Nkltite) Rigid PVC Exterior I itrusions for 'M co < (InNfiamiDade Counry) and'orthe AHJ (to armsother thanNIumDade C'mary) reserve the tight to have this 1, Testreporton I)UnifofmSt,atic.ArNessturTest.MFBC-T�-kS--�0--�-94 by Fenestration Testing Lab. Inc_ Test Report No. FTL 8549. dated 1106:15- signed and Windows and Doors-- dated 112,10816. oqming on 12429;2 1, product or inmetiAl tested for clualityassumuceputposm Ifthis product ormaterial fails to perform in the accepted 2 -) Large nssile InTart Test per FBC � TA S _20 1 -94 s�aled by Id alnwi Ortega. P. E, (Test report revised on 1 5 and 0 2 - 11: 16) 3. Notice of Acceptance No. 1_"528.15 issued to Vimn Extrusion Lumited for their mantier.themanufa eff %vi-U lacut the expense of such te sfing and the AHJ may immediate lyrev eke. mo di A- � 0 r 'urisdiction. 3) Cyclic Ariud Pressure Loadinaper FBC. TAS 2:03-94 Z, 6. Test'report on I Air Infiltration Test, per FBC', TAS 2102-94 'Brown Coated (Painted or Laminated) Wkite Rigid PA'C Exterior Extrusions for wapend the use of such product or material within their i REi reserves tlie tight to revoke this acceptance. if it isdetemaukedbyNtiami-Dade CounorProductCortwol Sectionthat this pm&rtormaterial fails to along with tuailced-up drawings and uistallation d iag�mm of %ruilvI slid ing glass door, prei pared 1 '41 'I) Uniform Static Air Pressure Test. per FBC, TAS `02-94 '"Indows and Doors- - dated ft-1 31, 15. expiring on 0930,19. meet the requirements of the applicable building code. by Fenestra r ion Testin z Lab- Inc Test Report N o - F TL 8 1 et at ed - -'0 7 15 - s igned -at-,', 3) Water Reiistance Test. per FBC. TAS 20-1-94. 4 N otice of Acceptance No. 1"712-02 issued to ENERGI Fenestration Solutions USA. This product is, approvec[36 described herm aadhas been desigaed to comply with the Florida Budding Code. sealed by Idalmisi, Ortega. P E� (Test report fevii ed M 02 r 1'-- 16 and 02 21*, 16) 4) Lame ',%,Iissile Impact Test per FBC. TAS 201-94 Inc. f"their-TAN3040 and Lighter Shades (N, AVItite) Rigid PVC Everior 'on inc tu�g the Fhgh velocity Hurricane Zone- 2, Test report on 11 -Air InflAn. tiou Test, per FBC. TAS 202-94 5) Cy�lic Wind Pressure Loading per FBC. TAS 203-94 Extrusions for Windows and Doors" dated 097 1-if46, expiring on 02iO4--21 DESCRIPTIO',N: Series Glass Door (Reinforced) w/wo906& 13.0corners-L-Ml. i Uniform Static Air Press 2 sure Test- per FBC,, TAS 202-94 alone with anAxd-up drawings and installation diagram of vL_nYl sliding gLus door. prepared _Tr N ot ic e cif.Acc epta ace No. 1 " 77 12. 0 4 iss�iied t o EINT_RG I F enestra tion S olut ions U S A, APPROV.ALDOCnEEN y1I Sliding Glass Door NO.A (M**. sheen -T: DrawingNo. MD-SS70.0 Rev B. nded -V� ur 33) Water Resistance Test, per FBC. TAS 202-94. by Fenestration Testing Lab, Inc.. Test Report No� FTL 8552. dated 11�0415. signed and Inc. for thetr"Brouze and Lighter Shades of Cap Coated Rigid P=VC` Exterior I through 21 of 2 1. prep mi-d by manifacturer. dated 10,,05.15 and last rmmed on 02. 0 1 -`2 1. signed and scaled by 4) Large -XIissilee Impact Test per FBC� TAS -101-94 sealed by Idalmis Ortei Test report revised on 0 15 .20 16') ga. P. E. Extrusions for Windows and Doors"dated W, 1546- expiring on 04416120. A. Lym Miller. P-E.. bearing the Nfianu-Dade County Product Control Revision stwV with the Nodce of 5) CwhcWind Presswe LoacliAgper FBC- TAS 203-94 7. Test report on 1 Unifonn Static Air Pressure Test � per FBC. TAS 20-1-94 O� Notice ofAcceptance No. 1"712.03 isaytd. toENTRGIFenestrationSolutions USA - Ac c e-pance n umber a ad expituictu date by the!%hami-Dade C ounry No duc i C o atrol Se c ho rL 6) Forced Etitrvr Test. per FBC. T.-�S_102-94 2) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their-AUe Rigid PAX'Exterlor Extrusions for Windows and Doors- dated Z MISSILE LWxkCT R_k7r��G: Large and Small -Missile Impact Resista at along wiThmarked-W- drawin arion diagram ofvmyl slidw, door- prepared gs and instalL g glas, 3'1 Cyclk Wind Pressure Loading per FBC. T. kS 203-94 09,10,17, exptirino on 0?,28,48. Limitations: by Fen"i ration Testing Lab. Inc.. Test Report No. FTL 8546. dated 11 4`061:15. iiped and -up draurings and installation diagram of r-my slidmg glass door. prepared along with aurked , 1 7. Test reports X o(s). 10--W2492(k. 104&NI10527. 535753-09. per ASTME-84- I � See table I (sheet' and table 2 (sheet D for applicable SOD unit uzes. des= pressures.retnforcemenrst�pes. sealed by Idalmis Ortega- P E= Jest report revised on 010+16 and 0 21120 16) bv Fenestration T6,ting Lab, Inc.. Test Report No.,FTL 6638 (sauiple� A-1 thru A-22 2). dated - AS`111D 1929 and ASTMD-635. issued by EX0V.A toVis-ion Extrusion for cellulo sic glass types. sillnser(see tables B-1 & B-2.sheM17-8) and awborlayout sheets requutmenvs in I I duu 16. 3 Test report on 1) -Air Infiltration Test. per FBC. TAS 102-0 11 19� 10. signed and sealed by Jorge A� Caww. R E. 60mined under-Y0.4 No. 11- , composite material. 2. PjgidWUe FNTC, Tan(Non-white)RigiJ PVC andBrowncoated ftimed or lami=tted) white Rigid PVCtobe 1' 2) Uniform Static Air Pres---we Test. vef FBC� TAS 202 -94 010�04) (Submined underVO.-J.Yo. 11-0107�04) Z labeled per re*anxedN0A's req*aaeats� 3) Water Resistance Test. per FBC. fAS 202-94 8 Test report on 1) Air Infiltration Test, per FBC. TAS202-94 8. Notice ofAcceptance No. 14-0916.11 isswd toKuramy America_ Inc. for their 3. Epress, operable doors must comoymith min clear width or heiglit per FEC requirement as applicable. 4) Largelklissile Impact Test per FBC� TAS 201-0-14 2) Uniforrn Static Air Pressure Test. FBC. TAS 2021-94 -SentrrGlasit (Clear and Whke) Interlayee'. owiring on 07,041 S. 4. Pocket walh under w1wateapproval, to be reviewedby Building official 1 5) Cyclic Wind Pressure LoadmgM FBC- TAS "ft '5-44 per 3) Water Resastame Test. per FBC. TAS _10-2-94 9� Notice of Acceptance No. 16-1117.01 issix� to Kur'aw`Ame=. Iw. for their LABEI.r�G: Eachuat sWW bear a ptnnaneat labelwith theulamifacturee� name or logo. city. state and series &W 6) Forced Entry Te,,-t� per FBC. iiS202-94 4) Laf ge Missile Inipact Test per FBC. TAS 201-94, -Trosifolt T-71traclear. Clear and Color P" Interlayers-, expiring on 07,08:19. following slateawnt- "Miamt-Dade County Prodwt Comrol Apptoved". noted herein. ationg with marked -up dra, wings a�d mi-itallation diagram of -.-myl sliding glass door. prepared 5 0,rchc Wind Pressure Loadaigper FBC. TAS 203-94 W RENEW-kI. of thisNNOA shall be considered aftet a teamal application has been filed and there has been no bv Feriestratim Testin -a Lab. Inc,. Test ReportNo. FTL 8547. dated 121 �0415_ signed and 6) Forced Entry Te sr. per FBC � TAS 202-94 F. STATEM[ENTS change in die applicable building code neptively affecting the performance of flus proLtuct. sealed by I dalmis Ortega. P E. jesi report revised on 02, 151; 16) along with tnark-ed-up drawings and iastaUation diagram ofvinyl shduw glass door, prepared I � Statement lettet of conformance with IFBC--,;Ib Edition (2014) and FBC-6* Edition TERXW�AnON of this NOA will occur after theexpiration date or if thete has been a revision or change in the 4 - Test report on 1).AirInfiltration Tev. per FBC� TAS 21022-P4 by Fewstration Testurg Lab. Inc-. Test Report No. FTL 6337 (ian43les A-1 thru A-5), dated (201 7Y tssued by manufacturer, dated 0&14117. signed & sealed by Lynn Nhlk:r. P-E, materials, use. an&ot nundacture of the pwduct orprocess.Misuse of &is NIOA as an eadorsement of any product, 2) Uniform Static Ar Pressure Test� per FBC_ TAS 12,0610. signed and sealed by Jorge A. Causo, P. E. I.Subutined tinder NOANO. ]1- 2- Statement Letter of no financial interest, dated 041 & 17. issued by m2mifactumr. signed for sales. advertising or any otherpwpoises -jha automatic allyteiminate thiss NOA, Failure to couVlyw9h anv 3) W- at er Rr-sis tance Test � perFBC � T.A S 2 021 A4 010 1 69) & sealed by Lyun Ulllff, P.E. section of this NOA,shall be c w3se for termination andremoval ofX0A 4) Large -Missile InVaa Test pef FBC. TA� 201-94 3. Letter of lab compliance, put of the above test reports. ADN-ERTLSE-NIENT. The NOAnuaberprecededby the words.%fiamt-Dade County. FlondaL and followed bythe 5) Cyclic Wind Pressure Loadwgper FBC. TAS 203-94 C. CALC I'LATIONS 4� RER Test Proposal No. 17-0387- dated 05,054 7. signed by Ishaq Cbanda. P-E. expiration date may, be displa,-md in advertising literature, If anyportionof the NOAis displayed. then it shall be 6) Forced EurryTest, perFBC. TAS 21021-94 V ification calculations and structural aaalyssis, compl�* with FBC-2014, L Anchor � en done in its entirety. along with marked-upi drawings and installation diagram of vinyl sliding glass door, prepared prepared by PGT. dated 11-09, 1 Sand last revised an 024,; 16. sagned and sealed bv G. OTHER LNSFECTIO'N: A copy of this entire NOA shall be pro vided to the user bythe matnifiictuier o4i its &striburon and by Fenestration Testing Lab. inc.- Test Report No, FM 8548. �ated 12,04,15. signed and N'JI.He - - -kathouv L. . _f, P,E 1. Notice ofAcceptance No- 15-1210.01, issued to PGT Industries- fcff their Series ihallbt available for inspection at thejob site at therepes"of the Building Official, sealed by Idalnus Ortega. P E (Test report revised on 0 1;'04,16 and 02.11 16)_ 1) - Glazing complies with ASTNIE- 1300-09 -'55`0;'2770" Vinvi Sliding Glass Door (Reinforved) - L.M-1 expiring on 0414;2L This NOA re-,iw & rtnews _N0A 420-04N.0 and comists; of this page I and evidencepages E-1. E-2. E-3. E4. E-5 & E-6 as well assWo-val docutnew. mentioned above. The subatitted documentation wras reviewed by Ishaq L Clhandat. Pl� 1-haq L C-h;knda. P1 I:haq 1. Chanda. P.E. lAaq 1. Chauda. P1. Product Control Uart Suporlism Pro duc r contro I Unit Sup#rTi ior Produc r Control Unif Sup*rnhor X0.1, N4_9� !I-0:0Fk3 NOANO, 21-ON'A"03 NI_0A N-01 N0AN*- .11-0206.03 ExpiratioaDaw ApriI14,2026 Expiration Daw April 14_10Z6 Daw Nfarch 2-5.N.'I Expiration Date: April 14.2 .0' .6 'March!$. Expiration Dow April 14,1 26 Approval Dxt#:Marcb'.'F, 20' .1 �Approral Approval Date, 1011 Approra t Da to: Ila rch 11t, 10 21 E T_ -3A PGT Industries. Inc. (GlWindows and Doors. Inc., PGT Industries. Inc. ,-NOTICE OF ACCEPIX.N-CE: EVIDE.\CE SUB-NUTTIED NOTICE OF AC CEPT.A_NCE: EVIDEN CX SUB-NUTTE D N--OTI( E Qj AC( LPTAN E: EA*IDENCE $UB11ITTED 2. Evidence Submitted ander preilous submittal E. _\LkTERLA1 CERTIFIC ATIGNS (continue) 31 New E%Idence Submitted Quartex Part Standard comply�mg with ASTN I C 5 1 S Therrual C onductwity A. DRAAVV�GS O�881 BTU -in, ASTNI F 1249 AN'TR-Pass, ASTM D398_5 Oxygen­Pws�s, ASTIM E A. DFLAAlr�GS g No. MD-557 .0 Rer B_ titled-VinNI Sliding Glass Door NNOA (LNfC� shms L Drawin 10 _2190 I.G. Durability -No Fog -Pass. iSubmined widerprerjoto AV-4-Vo. I.5-040A 05) 1. Draw= No- XID-55-0.0 Rfv B. titled'Vinvi Sliding Glass Door NOA (LINU'. sheets 1 I through 11 of "I. prepared by nimufacturer. dated 10,,'0515 and last revised on 04�22 20, by A- Lv= 1��Uer. P_E� 6. Quanex. Part Duraseal comp�ring with AST-M C51S TbernW Conductivity 2,212, BTU -in, tbrougiLi orn. prepared by runuffacturer.'dated 1605 1,; and last revised on 02,01,�21_ (n signed and sealed signed and scaled bv A� L n �Nhller. P-E_ )m- hr�-ft­'-zF. ASTNI F 1249 !A17TR-Pass- AST14 D 1434 Argon Perti&mce-Pass- ASTIM E Note- Th� revision consist s- replacen=t of sanie existing astallation scrinv with ft head. B. TESTS 2189 I.G. Dwabihty-No Fog. ASTM. E 546 Dew Point bevelopmmt _2200F in 49 hn� N70.-JNa. 15-040-0.05). MAY 0 2 2023 1. Test reports on: 1) Air Infidwtion Test. per FBC. TAS 202-94 (Subatitwd under 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 R _7 isioll Ltd \1 Extnisions- Parts complying with PV� C-AA_NLA '03-13 - Voluntary Speakation B TESTS 1. None 3) Water Resstawe Test. per FBC. T-AS 202-94 for Ri,gid Polyvinyl Chloride (PVC.) Exterior Profdes for Visictu Extrusions. Ltd.-VEX-1 by 4) Large Missile Irripact Test per FBC. TAS 201-94 5) C, Wind Pivssure Loading FBC, TAS 103-94 AAMA Fenestra t ioa Exterior Profile C ff tif ica tion. Program (Subin i0ed tinder VO.4 Xa 1 5_ 040.95� CALCULATIONS E, velic per along with marlmd-up drawi mg and installation diagram of all PGT Industries, Inc. _XtrusionS. 7 Vistort F 8- A-ld.Parisconiplying with PVC­AA_NLk 303-13, L 'None \/7 A representathre units listed below and tested to qualify Dowsit '91 and Dowsil 983 silicones. (Submt iffed under.\*0_4 A'o. 1.5-0409. 65) prepared by Fenestratim Testing Laboratory. Inc- Test Reports No.: y 9. PVC-AAMA, 303-13. Voluntary Specific-ation for RAgid Po*Nmyl Chloride (PVC) Exterior D QUALITY A SSURANCE Virtual Review Assist, Inc. - FTL-7897, PGT PAIL55210 P-v-C FbLed Window (unk 6 mi proposal), dated 09,�0144 Profiles for Vision Extrusions. Ltd,ATEX-1 bv kk'*IA Fenestration Exterior Profile L -Mami-Dade Department of Regtibtm and Economic Resources. XR). Plans Review completed and approved U) FTL-20-2107.1. PGT SGD780Akunimm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Prograrti. for compliance with the 2020 FBC 7th Edition 2107.1 PGT CA740 Alum Outswing Casement W, iudow (unit 8 in proposal) FTL-20- 10, Notice of Acceptance No 18-1217-14 issued -to Enem Fenestration Solution- USA. Inc. for E '_%L46TERL%L C ERTIFICATIONS by Debra Anne Ktahr PX2300 2107.3, PGT PA77620A Alunintun Fixed Window (unit 9 mi proposal) and FTL-2 0-2107.4. their -Tan 3040 & light shade (non-whiw Winte Rigid PXX Exterior Exrt-usions for I Notice of Acceptance No- 10-0305.01 issued to Kuraray Aineiica. Inc. for their > PGT PA7620AAhimitium. Fixed Window (unit 10 11proposal) dated OT 13,120. all signed Windows and Doors'*. expiring on 02 04 "Trosifolt Ultraclear. Ciear, and Color PX*B Glass Intertavers". expiring on 07,09-,24. I I CZ 0 and sealed by Idalmis Ortega. P.E. IL Notice of Acceptance No. 1"1=01. issued to Ewrm Ferses-stration 5-olutton-U-SA. Inc- for -INlite 'Windows;wd Notice of Acceptance No- 17--0808.02 issued to Kuraray America. Inc. for their "Seuti-N.Glast > their series Rigid PVC Exterior Extrusions for Doors-_ t-_,rpi= on Meat- and WItito Glas,; Interlayers'". expurnig on 07104�`23 C. CALCt9LATIOINS 1. Anchor verification calculations and structural analysis, cotivbiag with FBC 17� 02,28,21 3 Notice of Acceptance No 18-1106.10 Issued to 17ision Extrusions Limited for tbeir'Srowu 0 T 12 Notice of Acceptan(e No. 20-0203.03 issued to Fmergi Fenestration Solution. USA. Inc, for oared (Painted ot, Laminated) White Rigid PN"C E xtetior Extrusions for WindDws Edition (202ft dated "22:220- prepared bry mantacturer. signed and sealed by their -Bronze & light shade cap coated Wkite Rigid PN-C Ei-terior Extrusions for and D-oors". expuing on 09-30,14, -6-0 Anthony LmriNliller. RE 2. Glazing coinplies with ASTM E 1-100-04. -09. -12 and -16. Windows and Dow s­_ cxpiring on 0416,25 -1 Notic e of Ac ceptaric e No 18-1106.11 -issued *4 o k7tsion Extrustom . Limited for their series 0 =3 -\-E 100 Tan 202 and lighter shades (Non-AA71tite) Rigid Cellular PVC Exterior 0 D . QUALITY ASSIT&AN CE. F. STATEA.LENTS E writsions for NAIndows an d Dooti". expiring on 12., 210 22 1. 2 Nliaini-Dade Departmerit of Repubtory and Economic Resources (RER)� I. Statement letter of confortriance to FBC 711 Edition ('20204, dated 04,,-'2,, 0. issued by marnifacturer. signed and sealed bv Anthomr L-�mn Mill-er, P 1, F STATE-UENTS. L_ CL E� ALITERLAL CERTIFICATIONS 7. Statenwrit letter of no financial interest and of independent- iswed by mawfacttiver- dated I Statenient letter of conformmce to FBC "71b Edition (2020), dated 01'01-211. issued bv (1) 1. Notice ofAcceptanceNo. 19-030-S.02 issued toKurarayAmerica. Inc. fortheir 041&20. signed and sealed byArthonvL,%,= _Xfiller. P1- manufacturer. signed and sealed by Anthony LymnMiller. RE "Trcisifol,l 11traclear. Clear. and Color PVB Glass Interlayers". expiring on 3. Private Lat�elrnr Agreement'document between PGT. da�ied 03 30,15 and sianed bv all 2- Private Labeling Agreement dated 03.-08'21 between PGT Industries. Inc. and CGI 07V9:24. involved partt A-mdows and f)oors Inc_ signed by Dean Ni Ruaric P.E., V.P. Engineering, on behalf of Notice of Acceptance No. 17-080&02 issued to Kurarav Ameiica. Inc. for their "SennyGlasl (( lear and Whito Gla5s Interlavell"'_ aptrim on 07;04.�23, both conipar­�Jes_ G. OTHERS 3. Notice of Acceptance No� 184106.10 issued To Vision Extrusions Lanited for their -Brown Coated (Tainted or Laminated) White Rigid PVC Exterior Extrusions 1. This NO-k revises NO-Av 11-0420,06 [P'v-Tw CGI) and upditesto FBC 2020 rth Edifiony G� OTHERS "enews expuiing 0 4'�� 1 L'21 _ 1. This NOA revises, & j _N OA# 2 0-04:9.0-5 (`PLA w'CGf). e_xpiriiig 0 4--K, 1 4� 216, for Windows and Doors-- expiring on 0930,24. RER Test proposals '19-1155 dated 01, 10�20amoved hy Isha-l- Chmda_ P�E. expiring 2. 'Me current assoc6ted PLA CGI ftle;;21-0205.01'. expiring 04/14��26. 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Lunited for their 04: 14,21 series -I'E 1000 Tau-2021 and lighter shades (Non -White) Filgid Cellular PA-C C ULJ Exterior Extrusions forUbdows and Doors-. expiring on 111-29�2L Ilaq L ChAuda. P1, < 1,�haq 1. Chanda, PJE_ Z I:haq 1. Clanda, PZ Product Control Unit superritor Preawl Control Unit Suptrrisor Product Control Unit Supervi-wr NOA No. NOA < INOA No� !i_020�03 Expirarliou Da w- April 14.:026 Expiration Dit*.- April 14.10M ExoradoaDsm April 14,20!6 Approvi I Da te.Ni.irch :Z. Approval Datt- March Approy a I Dart- March Z.A. ZO 1. 1 E -6 E 4 SHEET NO. March 6, 2023 PA 1.4 MIAWDIADE M IA M I -DADS CC)CJN iY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1' (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeom-Occonomv Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or die AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", b" & 12" Lintel Safe Load Tables", sheets I through 3 of 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, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA Al 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, -3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 20-0630.15 MIAMk282E COUNTY Expiration Date: 09/11/2023 o� f Lo `J ��, Approval Date: 0ze 8P112020 Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE,: EVIDENCE: SL; BMITT'ED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No_ FD4612, titled "Precast and Prestressed Lintel Details" sheet 1 crf'l. prepared by Craig Parrino, P. E., dined March 24, 2003 and Drast ing ,Vo. LT4612. titled "Casi-Crete 4 ", 6 " & 12 " Lintel Safe Load Tables ", sheets ! through 3 of 3, prepared hY CraigParrino, P. E., dated March 24. 2003, last revision r-1 dated ,4 wil 28, .� 003 both ! drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 °' 6" & 12 " Precast Concrete L irriels Filled and Unfilled Models, total of (13) concrete lintel specimens. per ASTMS-529-94, prepared by Applied Research Laboratories, Report ;Vo. 30404A. dated 04/ 0103. signed and sealer! by Christopher A. 1lamon, P. E C. CALCULATIONS 1. Calculationsfor Cast -Crete Lintels, stated 03%29103, 207page s, prepared bye Craig Parrino. P.E., signed and sealed btr Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129r'03, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System A<lonua! for Cast-0-ete tlachine Made Precast Lintels revised on :Vqv 1. 2002. 2. Cast -Clete Quality System A4anual for Prestressed Products dates! 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 cif 1, prepared by Craig Parrino, P. E., deited March 24, 2003 and Drawing No. L7"4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Sale Load Tables", sheets I !hrough 3 of J. prepared In• Craig Parrino. Pf.. dated March 24. 2003, last revision dated March 11. 2008. B. TESTS 1. Vone. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. J4v Miami -Dade County Building Code Compliance C�ffice. E. MATERIAL CERTIFICATIONS 1. None. r A Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09,11112023 Approval Date: 08/2012020 E-1 Cast -Crete USA, LLC NOTICE: OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE: SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details`; sheet 1 of 1. Drawing No. fiD4612, titled 'Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E.. dated March 24, 2003 and Drawing IVNa• 1, dated 03124103 and Drawing No. LT4612, titled "Casl-Crete 4 ", 6" & 12 LT4612. titled Cast -Crete 4' . 6 & 12 " Lintel Safe Load Tables , sheets I Lintel Safe load Tables", sheets 1 through 3 of 3, last revision dated 0&12114, all through 3 of'3 prepared b , Craig Parrino P,E. elated March 24, 2003. last 1, ., � 1 I 3 g � " prepared, signed and sealed by Craig Parrino, PE„ on 081I9114. revision dated .March 11, 2008, all signed and sealed by Craig Parrino. P.E. on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14. 201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. .Vane. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). I. By Miami -Dade County Department of Permitting. Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERT"IFICATIONS 1. None. 1. :1'rane. F. OTHER F. (:)"THER 1. Letter• . from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter, fi•orn Cast -Crete Corporation, dated Fehruary 03, 2012. signed and sealed Parrino. P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certi0ing compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED 11NDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. Iv'urte. B. TESTS I. None. B. TESTS 1 None C. CALCULATIONS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulator y and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS I. By Miami -Dade County Department nrRegulatory and Economic Resources (RER). t_ 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E. elmy A. Makar, P.E., M.S. r^ elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 CU > U N ty 0 Q 0 rn U) O C 0 C O O Ca O > .Ln -0 O Cn a) L O t` !� C/) �C a z z W J Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ."ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. B. TESTS B. TESTS cn I. None. L None. C. CALCULATIONS C. CALCULATIONS 1. None. L None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dude County Depurtrnent elf Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. I- None. ty F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code: 2017 Edition. issued by" Cast- MAY 0 2 2023 z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc.. dated 08,108117. signed & sealed by Craig Parrino, 11. E_�{�] , 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 F / - ' 2. Compliance Letter x ilh the Florlclu Building Cade 2021� Edi'tr'trrt, issued by Cast- Crete USA. Inc.. dated 06.'11120, signed etc sealed by Craig Parrino, P.E. � �V > A. DRAWINGS VV\ 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", ,sheet 1 of 0- 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Virtual Review Assist, Inc. 0— LT4612. titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I Plans Review completed and approved O Q through 3 of 3, prepared by Craig Parrino, P.E., dated iwarch 24, 2003, last for compliance with the 2020 FBC 7th Edition L -&--A revision dated June 12, 201 d, all signed and sealed by Craig Parrino, P. E., on by Debra Anne Ktahr PX2300 0 January 22, 2019. B. TESTS 1. None, C. CALCULATIONS L None. U) C/) D. QUALITY ASSURANCE V M m 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O sm f LU e my A. Makar, P.E., M.S. ��— ..r Helm. A Makar, P.E., M.S. Q Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-06:30.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 F.-5 Cl- March 6, 2023 SHEET N0. PA 1,51 Zi I LI ECO Ip4c. TILLiT TESTIPM I& ENGIN EtlIN M SR .aE G PANY ail . WAfiT'.11L1.CT; JR., RE, _.._. tilteco�itx(rn YP.Pe L. :rA+N"r PR INDUCT EVALUATION REPORT REPORT NO.: 28.0728.01 DATE: July 28. 2020 PRODUCT CATEGORY: Shuuers PRODUCT SUBCATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: praMCM4n-Mdurt" 4800 S.W. 51 Street Davis, FlorKW3314 t PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Wager A. 71M Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method I of the Florida DepaIII mant of Business and Professlonal 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 BLrlding 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 shah be subject to review and revision in case of a Building Code change that may affect its Imitations and conditions 2. E1rrIDENCE SU MB ITTEP: 2.1. PRODUCT EVALUATION DOCUMENT (P&m,l;* Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titleco, Inc.: signed and sealed by Waiter A_. Evaluation Jr., Report,ated 07128/2020. This drawing is an integral part Lgltjl i�sry Ptiit� A: r(��t�I, �••• •4NCEN w,i 11__,oil -_ .a �� , No.44167 - �f`= �4*: *¢a r 6153 N.W. 36•h Street, Suite 305, Miami, Florida 13166 - PtLelee: (305) 871.1530-�tir`11, ,, "0dT3I rlill.PFLFIt6 PRODItCl-LYALUATI tiC 1rtx�r' cl 3LH 22M 2 2,2,-BEST REPORTS: Large missile ;mpact and fatigue load tests were performed under Protocols TAS 201, 203 as per sectlar 1626 of the Florida Building Code. I:.iniforrn static loads as per TAS 202 Protccol. Test reports prepared by Hurricane Engineering 8 Testing, Inc., Reports 9 96-569 dated 081C911996, 015-570 dated 09i1811996, 996-T30 dated 0912OM996, alf three signed and sealed by Hector M. Medina, P.E_, Fenestration Testing Laboratory, Inc. reports At 2032 dated 041160998 and # 2126 dated 10/051998 witnessed by Gilbert Diamond. P.E. and Report No 0219.01.09, dated March 4, 2C'09, signed and sealed by Edmundo Largaespada, P E. and Henry Hattem, P.E Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009. signed and sealed by Frank Grate, P.E. 2,;-STRJCTURAL ENGINEERING CALCULATIQN - On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and Ir accordance with section 1616 of the Florida Building Code Calculations prepared by Tiltece, Inc, dated 11iO3i08 and 03/'2/15, signed and sealed by Walter A. Tillit, Jr., P E. 3,MISSILE IMPAQS RESLSTTANCE: Large missile impact under section 15261 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS REStnAN-CE• 20 Gage Galvanized 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 (PE.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15. 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1O thru 20, 23. 24 and 26 of 26, of Product Evaluation Document (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 ), drawkQ No. 20-176. P1f11fliflW r�`` "?, A; T14411! ,, �JQ4`* \CEhSF'' �'py� Ro.44 ^ E , , .,� - y;*�Y_ * . # ? -o • STATE OF Jx r h, ffil"100II CEN RAL NVUIS- E _ -_.II,r IY17 1.1�T 11.YP,.-c :'ASCA< m,.- - P 1 +.^,I.1.- W A P!V P, r -. 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W:-.- -. , ,Ip y - z - I/t-. x )/t' meek'-S,_'T AP+'-10Q_' AS (ri 6Wr6 & 4L .-0M' `IC". 30C IAA, SwEI-- Cam. , C'pR.'A 41AI,uw1; eily£ ,r.•1aG4 PA ) - 'a 1. F 4 r A;* A4 , fE `, N a ':=x-- 1•n LFAWIt46 9.MLl OALT f� tf5F- }(�FENf�N II MRr I "✓Q ^AtitLM 5.a" ..NtS AS wMdt_,SA 2 E11 U+ 1L _, i v r cA e.,,p I`t INPiA. H1ARi r all a r f 1 A ,H. zA,._ S7• t«F1PlA PRr,ly„ TS - 07 r-1 sNNt INC,tIy C._ �.,_._., I A. (r14 j . . rf A cAi A4c w P, A} wNI 4 ruPE t r l-rAsl '. xPtRA . w `I",. , - 'yam AyI . I ',- FLORIDA B ILOING CODE ;Fri h V*It6E NW.•icdne Ions 1 6 I; wNMW EF..'�YN rA.cs "=a �,[-A,tA+s. Fl ,Y PaNE.uN'F, AAO 4r tA� W+„+ w+C _ II F r'U.♦�iti-. �j�', ✓ - $. r )• 94a N .L-- PI : a' - ' ,`:: %zF° •.- _ 20 GAGE GALVANIZED SITU STORY P►NF.t Ln.., r• r - i- - .AL N SCY.I«. ?F JU 4 HA.1 RE taBE - 9 IN J -- -K.P T -i OC '>s `a: - , .. --. t `t YNE'I T _?LR 1 '.' - /,'e'a>e L S _ � 'i+W i tlV tT,F � - 1C '{RI,CS ,15[ > : ] '.A, W=+sv^=.e- I� :fc - W°"" a I >W2 L �„ A t5 /P IIGLOeAL PROTECTION IA,111I CTS, LLC ,, }, 1. AN, ` YrWi W,/N f I wt.. WB N� 5 y "B' ' '" �' IL - SIAI _ ECOINC 1 tibia. . It 4 5>k1*r 14 ,,`yi��r. _ ".._ ---- r _ t•t c;w S'�.,r' 'r1R. LIt" ,E "alJ� ' L •. r..Y.a€ ,w.,A>.s•B !,+ w-, ta.. e•e a 2{I- ! 76. Y '. F _ r nA '. •xw - Y- ! _ � J - AE - n � _._ -.•_-gym, ''rh . . e:` - Y- _ --t------}- , :e E QDIt�['ATION R1"It1' NO. 2Wnz.oi 3 6. MATERIAL C11A13A TS�EMTICS AND SPE1QFACA jQjNS: Shalt be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7- UMUTAT1 Ably _Q.QKWT1QN0 OF-1,ml3,E 7. I. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated On suet 1 of 26, as well as General Notes 1F 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation (Document (P. E.D.), drawing No. 2D-176 prepared by Tiiteco, Inc. and signed and sealed by Walter A Tillit, Jr., P.E. 7.2. Product may be installed within HiGH VELOCITY HURRICANE ZONES as defined on sectu+n 1620,2 of the Florida Building Code. 7 3, Product shall only be installed into poured concrete, concrete block, and wood frarne structures, Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No, 44167), President of Tiitiaw, Inc. (Florida CA-0006719), ,,,,,PitN,gl,,y .` � ' �GENSF''.14411 t 11 >, -�`� _�� 44167 r' 's A--%o •-. STATE 0- i 0c 1 4 0R' "topm",:,fi . .ION AL E ,�tv ralFlp11 101"ll, WILTILL DI TIL TECO ADMAN RECORO9, P. E. REPORT. 20 L GLOBAL PRROTECTIO,N PRODUCTS, LLC', YOGAGE GAL VAN72ED STEEL S'ORM PANEL' ORWO A 20-175! REPOR71r M-0726.01 Zt L E�IfJC ilia . TILLIT TESTING 1: ENGINEERING C40MPANY WA,a11x AL TILL I, fit, ^L- PR D II F1 n -� gull cr.lt —..ALVAIJON RE REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Slxltters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Q'lQbALE!f tQW-1.P,«r:Qi' Ua&,_LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE_0Ff�VATi,QjN; This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 19C6) to the Global Protection Products, LLC, Rule Chapter No, 611320-3, 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 2C20 Seventh Edition of 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 Building Code change that may affect its limitations and conditions 2,EYIDENCE SUBMITTED 11, RQ1D!UCT_ .VALUATION DOCUJIIENT�P.E.D.); Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�6(,p1/, ttMrir2J,�is Evaluation Report. : y��ri„` 7Ite"'I.P ,* ,\CENs *%../` C' -3 . � o'.: STAT:OF .. 1 -% act ,A 0RIt]a ,�,�,�y� , 6355 •N.W, 36th Brien, Suits 305, Miwji, Ronda 33166 - fbon : (3(Yi) 871-19 , q(311.A8d1-1S31 COMPONENTS._FQ___R__.Rj_Q_ULAR & _LIFE SAFETY --STORM PANELS _ ,' €8N` t,O'AL. Wig _. «'Pn^ r.i1 e.J. -ITI! - - .W_ 0'rr ,^-rY V'�ri} _ - _ - _ s . - 62k` - "- -13-1 3 s, . '�"`_* yam_ .. -_-- • - - `ram' .,...-...- . = '' --., .. ,.,,..+ -,,,•..,..,, - ..Ad-YNwIEEC 'Tr. '- - - I y� H 7P . 6m. r A a. '..- ++£YW , t 'I.A1.r'. r, r ,1 ,NAtYE "w M a M sra ,+ Aw 'C� r F. ' '' 1 Dw- .S3 c /. •, YIN rfr L _ !�'� V,LYA47Fa TLTL 7ED E h?.. A-WIl >. ";�'i n 1, ` _'}' "� 2,,DC,• � , -IF- • Tun r h C .r. 11 ! ECIC1 I + -_,.. ' �a(Y 5f wxwc a. U AV '-.u, _- •.e WF',ML A €A r -�,�..®- DERAIL A. I�{T.IL A l SLiTA1i A . IN 0 I-_.. __� „ - . ., ,I.•0• . . «. . (1j 5 Q,Ltlll,>_fAff.i• IA END STt}RM PANEL 1 -67' - +-'ANF ': Aa-+ IT -- - I -_ 4 'T _ _ r: M. C' F.r,4;d' c . -- , till ♦ u I - 1 .. L,., _ _ ,-........, e,.�u:I,:�yr a �. wx , .+', :,,' I 119 I - ` -' 0;510' - - - - -' G ,J r' 'i _W, ISOMETRIC VIEW OOETAiL A _ " ,, - - A - - - - 0) ,• rx, L C _ _ %4t o rK h_L''- E' "At R _ ;N s , 2, .h. HUIDER (3 "US,.)i.EL+QR 4 `yL - 1F k t cc F , ,. 6 ,, s N. ,•t f LIT,, ell r%Ne I 1 IN," PANG r.11"Fx,4.A.'a 00,0- - I. ,ri.I ( - 1 4" a 2wx7x ALUMI(IULt AfLU A' -1 J� ilt-.F - (.NI. M .1r, rcs . _- -- - ' , 11.'n,' , a I N062- 1., . , I��pp�� 1" _ 3 Oro ra - JCC 6 -Ei]AQ• ,. _ Aft II., . ,ale, T114"'/>,t aI TI I. 1 AAt trist �- -; W i Lace n�, Ll'. [AE r- G t s r W- L,: r U r KEY FIQ1E f!L_PA iEL I .' ,4, .n i ' ll A � ..,NL.A•+ - - L _ N :xl. I ; FWI";� -s swiz AM:VP ,��,- v%` ^, 1 YJV- I ''25" - I $07' _ 4i ANGLE WiTH STUD I'a, om CN - :- mot` 9 + � Q9i,. Ak 'J•[.I *r TRACK �B) ANGLE WITH REVERSE STUD ,CI" - A 1_f r Ir 112. nc C7') FLAT PLATED wIIH FLORIDA BUILDING CODE (H19h Velocity 14"F+Cone 20nr) : r -tcx' N T tl GAGE GALVANIZE ST EEL EEL STORM PANEL EL nawR e+ or -(Ile >A pro ! I L`T"E C Il/c IiGLD8A1 PROTECTION PROWCTS, LLC.(_ ;,,_,J Y _ � 2J 6 -^ _ r, , a,. N I _ �''+-'a" _ tww:v Iw L- , , : L - S' P ewer : « . 21>2,_MT1MEMT_ - Large missile Impact load tests were performed under SSTD 12-99 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 Florida, Report #081d_01-01 dated 03111/02 witnessed by Wham R. Mahner, P.E.• Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09. dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 2D1 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010. signed and sealed by Judo E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CiC Metallurgica4 Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, as per ASTM E-B and Tensile Test as per QC Metallurgical Report No. I DI(M-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8, 2,3.-STRUMM ENGINEERING r,ALG ILAT10NS: On 24 Gage Galvanized Steel Storm Panel for maxirmlm panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Titteco, Inc., dated 12M 8110 and 48/27/13 (for this revision), signed and sealed by Walter A. Ttllii, Jr., P.E. 3. MMILE IMPACT RESISTANCE: Large missile impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WIND LOADS RESISTANCE• 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be 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 SpaGng shall be as indicated on sheets 5, 9, 10,11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 24 Gage Galvanized Steel Storm Panel has been vwftd for trade compliance to work as a nonr•porcus storm shutter assembly, as per SSTD 12 99 Standard. 3I " .' � ENSF 4'5 I _ _ .` �Ga. �r4467 X-P'-' STATE QR1QF �3 C1 Fl A ,•;iwsr �yR*,`'_ ONAt ?�-,,seM 5 _INSTALLATIOy: 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 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHABAOTERIASIlCS AND$PECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1 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_ TIr_UWATION'S-ANND WHOMON$ OF USE• 7.1- Shall be abictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawkg No. 20-175 prepared by THlem, 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 Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License No. 44167), President of Tnteeo, Inc. (Florida CA-OW6719). Vvk,nLt ❑ta TILTECO ADMAN RECORDS i P. E. REPORT.20 L G4IVANZEO STEEL 8'TORWI PANEL %DRWG 0 20'1761 R! 1/4, 2/4, 3/4. 4/4, 5/5, 7/5. IW/10, 2W/10, 3w/10, 4W/10, 5 5 5W 10 6W11 A 7W 11 I 1` Wait ANCHORS: IOR CONCRE7E SEE SCKOLiLE ON SHEETS 6 a 9 1' MAr rOrl WOOD SEE SECr1O'WS ON SHELIS TO a I I "" Wet. —,NI -�.. _ e.� 0 0 0 . _.�_ _... _.-... - , . __..-.-__.__-- { r 1 , 1 � 1 e T > O.M . 4 .WI . 2 3 ,f , , r , , 9 4;#.� I I i _ I I - Ya I, ' I, : T 1 I to I f - 1 „ I 1 I j i ...I-. a r vor I , Jft ',LtiiD PANLLS £ I 1P/ i/s- x 3J3?' y+ h0 '(5EE. SECTIONS AS ',. i *',4 I r,NCNUTs tl CA. taWRtAw' Q`r C API'LICA LL'I 1 45EF sEcllcNls As aPi1CNaILE") II _ .. ... .. ._- - _ I i u . i . - i I I , I 1 i Eo .: _ : � I I I 1 I i _I D.M. .i4 - i .: a o O o D o IB; 6 CF I 1' ACAA % txa. MAY _. - - -. S 4 4 4 4 � s 7 �+ 1W/1O, 2W/10, 3w 10, 4W/10, 6/s 1 t 1 w t 7w 1 s o w a e r� T _ ONC C SEEOCHE a ON SHEE Sea B +�^qR5 0 C Rig E W t F T t'. o +woeW 5FL sEE. aWa15 oN SH�i'S 10 a �E���R�7��M P�NE��1—'��i���� \/R/\ %IS Virtual Review Assist, nc. � IJ,- " �, -- Plans Review completed and approve 26-1 ! NWT ov mot "- -' A'Lr,J7' i m fiance with the 2020 FBC 1th'Kition _..m_ __. .- .,�,..._ - r co to p a ,! _. _� _ � 5I ,NLi_ 1*4 _4 _ ' ___ __._ by Debra Anne Klahr PX2300 i VAN W ' �,,�;X ..:....�LT✓4�r � A- -_ wD ,�',yv','-' 4 Erl -''•'9 'S FLORIDA BUILDING CODE Hi h Veloe Hurricone Zone) i. s1JM It.RCM W ,':IF 4 416 V 20 GAGE GAL AMC D STORM IE STEEL 0RM PANEL No oRRP, m' FT14N :#� AJAR. ; * ' - 1 *' Mo, 4 N rs = �'. ATf ,���-, ,' IC OLOBAL PROTECTION PRODUCTS, I.I.C. I.ln �I L _COI«I: l ..4P 5. e1 POW.-:�� '•. 0R1 1`.:' 01'� - eye rrsrlAw a Llo iawrANr a..e. r� awe.,<" - Y"%!>I rs� .. sr. a_ a,Leaa, trwwl. r a,. AI »two-ra;. r_ _a,n 20-176 v uNANeI/. aaw.1 ronW.a.c S w.. w 11A: w. w. w ,w�. MM' � +Ia'GA A mitt x. C-iI _T"�s, _, Jtfs7 S K M NIINM" L . .. -­ ­­ ­.n.—­ � ­. ­­ ____­­.n. ­ ­­____ "4--0 0 N C_ N (O N a--, U -00 � _0 CD C O 0_0 c M -0 0- . & }e U iy � � U � -0 &- U -0 -- C 0 0 •i _0 N 0 Q 0 = 0 U_ M 0 > -Ln -0 E a) Q i (tea 0 � Q -0.- (n Q 4 Z Z W J _._.-__.._. .—�_-__ _ .. ._ -__-..:..._._ �_ - - __ - - --._— ___ _ -- - - --.__ --- -�� _ INKS ALLA !T OSJ d(LS FOR_ REGULAR PANELS i & iA F_,_7All..��..lf!!LAT?- INT I P T ON l{ T CTUR BIOCK - S , INSTALLATION DETAILS FOR REGIiLAR PANELS 1 ` �_T_Q_ EX15�__-Q1! N,'CRE..�.m,...Q,R__,QQNCRE.TL, _S.LQ.0—5,.,_8-VOTURE$ I INSTALLATION RETAILS FOR RF.�ULAL� PAN LS 1�' �__ 1�4 INTO EXISTING POURED CONCRETE OR CRETE. BLOCK STRUCTURES � I 1 -_ ,� .1 ;,L4 z � w : E"` I «: .11 1-;�a, VALID FOR _U- �� WING STORM PANEL SYSTEM i INTO EXISTING POURED CONCRETE OR QLICRETE BLOCK STRUCTURES R 3 I .acieL a+ �,€rt 6 i e'1 F-S A ".C, t Z _ _ I I +WICt,oRS. 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E , T+W a..a m we n,Wawln ' i n ". s ' E V31,.t 3,�C"S 6 +N"O'C", n 7AttEtE a ttFRMIU'G'+v 4 .aa:*.C" ®n,aY'up7w q"r 4•uE1s a r+,w.+n, W1 } - cw. vuases w l , B"iuec Iwo, w`ic 33En a I..A,��, 4 �- � 'wa'�s,' rwww,°"`"" I t i•ir , c , i , :; a N�IAW.FA keN , `s �.Itl::nr+- .AC,C " i _ -.g r _s4 LC- •- Y ' f _ Ira' uAx Gv I 'gr r a »1 A3* SC'•CCW GR _� -el - : ' . 'SOa• 7./>- %. __ A A U WALL MOUNTING M.) BUILD OUT MOUNTING 1, ,A. I 1'w/' 4, -2e.1/.- ss eOLr ____ I I Wilt 1ARLAP: , 1011-r ` a") �ClIIL�"Im d&MALTERNATE BUILD OUT MOUNTING {�_ SECT14 7 1 - t _ - - SECMON 4 i CTION 5 A 5 _w�_�_ wJ /L''.1/x_2' wAC su: ^ w" ?.,,8! , s e,. a- CIO O_ SGY.E s!R-t' s -- _`-:'" ^. v+[.zA-.F-,., -. 1 • 1 �` elij j `�L® •4.�./ ,[AF�,._� �%�h } , J -GAE Vt-l' >:.�ALF _/4. '.' tiGNF :"E_ __w „N,-; Mtn a r„I I •.'wwCe: r,ren • ,,, • 1Z T 2• WC (SEE sentD.tTE mfOn 1 !� - ._ ./ 1T _. '9✓' 'u I ---_ - _ . yy 4 [S..E e'.F a.,rinai: :. I.I I a-+APCN IC.o,'yvCRER'. AI.CNLgRS SIAGp!'rc:ID SMt1 R) �/� 1 F I t _ _0 a) r E.0 - El7GE "ANC is ,y��. Sr.IE+ITxA� / sec.K. OAP + I �„ I- r ..,_ .-,N x-:5=5;e SrIXI; :' Fkt .n W� r A�•R •✓1+' I ("Cr,_ e> 4,`':)N _ -ch 9£� F (PLAN) 51-al e) I tcncr/all Ce>cua etxx oR SECTION A. A`p( VJ D- EDGE Drstmc€ [r+t.ce< _ F'1 _ `• / 5>Ua 4+� xHh.'Ti+21JE t1H c f Tro.) I Wit eLa , 1 i_ C ISEF sc4l_ ? Sf __ F NSF -'Jive ,�i.. ' _!` I 1 T,' 5«fEr€ 9 9) + s -_RSA. I' I ,A a ••A•_ I i - �_ !' '� • / � f " ScIu.E _.--' , ,"''n, ccwCxtsr aP tu,¢urt eEa:. I+EIaaPEn =�+iE J/J, t m nAa. 1 i R yId • I_ T r- 1 / \` _j ( co.:$Klr nuP. I 2I _- ` N[`w I v N+z , I - I.A,.. D.. L k`r �C QN \_ / 1, i -m• Tt0S „Cf,'1.Ct NA OrI Ot_SL:�.A I . i� wDraUllu�uz r•ir�'EY,A i § RFouRE3 "`a'Rc° T S Ar .9.P,Tura , ,fR,Nc, :«AN nF x . R r A _ I �1 ,,.,-: ID1f3EGI dliL) UNTiNG[MST UIA IQ" " 00 ,r + �. ,yAr, C INtD IN nit »A, Tr SL;:r ANY .. _ `- - 'Itu RNI,t oA I L111-1-­­,--r� r a . 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I / I - ,IMP SAX At rue 16 AS '10111,MrMFW- --III, Q ,D ,R,aAy CA .No! A. 7 -'NIAi /_ R r1 f t R I f _ `� j''Ts CO w6TNut,g11 MR eh f,8' `,l. ! g`� -' r <�CENS� ' ''�sE �"'II f t _ i rs°) No. 4d1 Q� m. A eolm..-warms cu ,c �7 = TLWNDA BUILDING CCOE ( h YNalty Hurricona Zan*) �, . Ann .n Sun wn L rp 'T. TO S S STATE OF @ _. a> ro a ua .r 20 GAGE GALVANIZED STEEL STORM PANEL uwaml or . �� A' 'A SLAY: 1/2e . 1' VIEW X -,.y . e« - ti - ...E.�.� ���' / _ �L PROTEMON PRODUCTS, U.C. oT o�'1E°!0 I� ,A I` 1L ECOINIC ,.\ �,.!,� '•r` I. * FELEt-t-�CSSa19. IM E019GWY N.C. IL =I- _ A'IAA 41 s as IININ Mom.... Pla"L /IMr1tan-710$ r.AA_ I;,"WI-61➢, 20-176 „r rma m..MF r. LIRA— _ .E U-P00R1,Y AY.Y".L p - r9.F.11 Yf� DWdrD w,P' t+lA 'dUKJ(M1'-_ arAtYdA,00,w PL---Y-Niv ~iu �-W" --- --. -_ 'm i'AWIA 45 , Y1FR N N i ^tea W ♦'_-_ ^ V J CU /7 \ -II �/ > U � L_ O r0 C N CL O L_ UIII) a) Co O O � W C O .2 u- Co O • � O > N st` a) ^O i i CG�\ O C/o o_ ii I. 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SECTION 2i Ora �TION 1' d I SCA;r A18.,• FLOOR TO GEll1NG MOUNTING INST_ BUILD -OWL MOUNTING INST. scxs s/a-, 1 i I I -I SECTION 3• SECTION 4 AFL I 1 S„Mf .!" _ few" SiAN,E 3 6 (( h : / X�a"' .- 5�., ,il 1B I k,. SCE S,Sfar1EA^19MM1 1A(�,Aw41L,199 id. I / I - ,IMP SAX At rue 16 AS '10111,MrMFW- --III, Q ,D ,R,aAy CA .No! A. 7 -'NIAi /_ R r1 f t R I f _ `� j''Ts CO w6TNut,g11 MR eh f,8' `,l. ! g`� -' r <�CENS� ' ''�sE �"'II f t _ i rs°) No. 4d1 Q� m. A eolm..-warms cu ,c �7 = TLWNDA BUILDING CCOE ( h YNalty Hurricona Zan*) �, . Ann .n Sun wn L rp 'T. TO S S STATE OF @ _. a> ro a ua .r 20 GAGE GALVANIZED STEEL STORM PANEL uwaml or . �� A' 'A SLAY: 1/2e . 1' VIEW X -,.y . e« - ti - ...E.�.� ���' / _ �L PROTEMON PRODUCTS, U.C. oT o�'1E°!0 I� ,A I` 1L ECOINIC ,.\ �,.!,� '•r` I. * FELEt-t-�CSSa19. IM E019GWY N.C. IL =I- _ A'IAA 41 s as IININ Mom.... Pla"L /IMr1tan-710$ r.AA_ I;,"WI-61➢, 20-176 „r rma m..MF r. LIRA— _ .E U-P00R1,Y AY.Y".L p - r9.F.11 Yf� DWdrD w,P' t+lA 'dUKJ(M1'-_ arAtYdA,00,w PL---Y-Niv ~iu �-W" --- --. -_ 'm i'AWIA 45 , Y1FR N N i ^tea W ♦'_-_ ^ V J CU /7 \ -II �/ > U � L_ O r0 C N CL O L_ UIII) a) Co O O � W C O .2 u- Co O • � O > N st` a) ^O i i CG�\ O C/o o_ ii I. C I a z z W J MAY 0 2 M3 lal Revie ssist, Inc. ew Compl ed andappre with the 010 FBC nthIra Annehr PX2300 Lu a Z Z J 0- A�)W a) O 0_ U 0 0- a) Cu m SHEET N0. SH 102 ^tea W ♦'_-_ ^ V J CU /7 \ -II �/ > U � L_ O r0 C N CL O L_ UIII) a) Co O O � W C O .2 u- Co O • � O > N st` a) ^O i i CG�\ O C/o o_ ii I. C I a z z W J MAY 0 2 M3 lal Revie ssist, Inc. ew Compl ed andappre with the 010 FBC nthIra Annehr PX2300 Lu a Z Z J 0- A�)W a) O 0_ U 0 0- a) Cu m SHEET N0. SH 102 a z z W J MAY 0 2 M3 lal Revie ssist, Inc. ew Compl ed andappre with the 010 FBC nthIra Annehr PX2300 Lu a Z Z J 0- A�)W a) O 0_ U 0 0- a) Cu m SHEET N0. SH 102 Lu a Z Z J 0- A�)W a) O 0_ U 0 0- a) Cu m SHEET N0. SH 102 - , - __ - __ - - - � I I : a-- I L __ - P"I - - - - I - " I -] I I- � 1119 I I I - I I , I I , . -, .. _,, - -, - , , .. ". - '. - . In, - MUMUM A-S,E). DESIGN PRESSURE R&M (1k.a.f.) AM CORRIESPO14DING MAMMUM PANEL LENGTIFI "t 3292M FOR SERNES 100012000 9-7 HANG STORM PANEL M TME �FFRFI, .0"Lif �ITQP_ PA14. A.­��_XI.:FtI1_A5_J1ZA �J_Wltla- Y-W.II-A�-itm ZL FAAXWA II_S�D, I M. I LDCT� ~ INIEL i t 1 APPLCAV-1 To __I!;� I (SEE vl�e�,) 011. . _.__=�F­_ SECTIONS - I .46D. -M.3 1 Ni- OR LEsT, � : 2 9/w � -- - �� ,. 1 5 1-1 2*1. a I,* ___ _-.1. . ­, � . � I ­ ___ _�____.___1_ 1 .660. - IS 1 to* 00 LESS : 7/--* PoLnED . I A. A .�% I - SOLIFIED wl'��II Its us to WMQNW. AT OAAAP At FOR OF FINANCE ur"Git MEAS�m OF PANTEL lll�V.(Ilkl�lw.wlq.mbl*-Il�i'.E;i.l*,i-lrj.ra -Mli:[,Iffr.wwnw-:I.N.�-i.i�i*li;.,n.yf--.N-Yvw-llj-mrrlsi'Tt-',;11 0 - - vii-11011_71 - - __ rIm",.��lmillil*xq.�.Ilkii:i4owwbi#,:,*!�i3liql�3'(--.Iq"wlo.iv�.�lli;I ,,,i]ill",'&W ,7 ,Z-V�Wdl.WIANij$Lj��11:1!�l i;l�iii'l������ii�Iii,�����i����ll��� = I 1111110 = Molo"ALAF � ANCIA011S. SAACIMG tC1Q f D . 2 112' - I WIFF"Amia % i IOSD DESi�_­---__ PRESSLRE 'A_9-6 ___ GALA- - � __ _ FIFF14L.AAAct PFIFLNI . ___ to _ ____ - .- — ��_,__, X=44. , RA-04 I to C 'n pnw� i IfF_cboOJRTr � I I = � ,,,I, it, "if. : III " * I. � _2 A f � i ���� mgc-H At or, �1� =_ I L�2 ... � I 12, N/A ,7. � i , j /A 1 12' ' -4 /A 1 12- 1 It � 1 III 2 (I`C-� � — 11. ­ A __r__­ ; .- - ___ ­ , ­ A- - ---- : 5- i A. I (goticloti ! I I - ___,O. -_ - , -- _ - - -t- %Rli A - _ROE_ - 1----�:�-:L-�-i,L-"�-�,��,%-L't - , : I I� '"' ­ ­­­ '. � ' . , Z. . I ­ ­ "" � 5- __­ _ 7,-�, . _5 - - EII- _� - - - ___ _. I - � I - NIA N/A %/'- t IIYA i I N/A I 1�` -, , I . 21, I 2 (Ra'.1cAFT � .66 0. - IIJ I --- -----, ----- . - ____ ___,L_ - L ____4 - - - --- - _____ � 7C - _-*I I I !� 7- N/A IS 112' 1 Ni I '. , I �,, I I I N/A I A III' 1 N/A 3 .11 ) i o. ,__ I : ___- 17* ­ ­ . . ... - - - NI`A ___­_1 t7- i -,,-.-- _ - I Ni �,_ ___ , ­�. - - � ­ S! iz ­1 I __ - ----- IF " , --- - - - I - -- ---_-, S 1,2. i N/A , I J'snTiroot) I � , -- -1 - ­ - - ---- - - ... ­ I---- -I 111. �2* "'A L W I "/A _ I - ,, i N/, I IT. E N/A 4 iluf) 1 , �. _. .--- --.-- - - f-- - -- -r -- -- _____ -------- - I i2 . 61, ,�� I I 9 I 142. . 12- Ii- 12' ; I " A' rW,,I, , I I i — F-MI rXI III P., It DESch PK%SjP1L RA'.L A aCE SNEET NI lop ANOAFQAS -11AT & SPACING FOP I.SNIALLA-vNIATIL ANG MIKO nb�w 1 IFIRLD-4 .Kku. `�Atknkt AI � EDGE ots"t ARE koFFIZATIM OFF, "Al, SCAFRIMILLI HIFT EL �S TkAk INO"IM 0. VIE­1 KOF.,CIE ANID,100 SPACAAC I , ON OCIFFETTELLFILL " 1K folto�,� 7xiclot POP ook IN MATIFt'lli SPAOINI SA. TFAS ol"Atti !11 RE F"I"tL ,KmxtD 51FAQ-tal op"A"Itt 1.1,04 'Acroo s"All 1I OF I ESS ,--AN NIFAILAIL SPACAFFIn 100II VDIFF EACH AFAOFOA "IFFE AT kockOt ,i!om ,/e- 11e. ,/.,. Amewaft M ____ _ ____ ___ P.W�� 14% CALF,_ - , t `­'. - _Fit �oAok,:t?kGAc..,It?.. -, FA I--- 5- I., I - ., - "j" ... I I'. -1 _____ , - catAkmAt, skI .) , _�� , . AMUL EA OW CNVMC tvam I I l�y , - � 1 36 I � - - -_ I � I" , �-�- I ­ � 1 3. -_ -_ I . I I - I - Alto , - , ___ii_�_ [ _id , In- ,_ I F,I Iii 40I ... I-S'ANct WIFF. 8-1,11D. v PANEL I - Als; 0 7' SE vr IV- kJ-1.1, F)l I _0 I III IF + 'FOL'IKS "I'll. ITO-ANCIF 917"ll"il a"'I 01 �AktL INC (D it, RE Jif,,6- Y__j I �F I, E' 0i, ol"`,_-,� N TjQ;;Fol , - , ""SY . ........ ,�%S "I `�.IV, '\r1ENSt`.1,. I's . - FLORIDA BUILDING CODE (HI Ve#"IN HItit-ricare Zons, � NO . . . . . . .11 I I t � z "�`,flt* III I - � - I : � : * = 20 OAGE CALVANIZED STEEL STORM PANILL I * : , - - I , _- � i - - — �- �- __ — L .ls: F, - . . -C, � S *,%'�,_ 1`,�I;,M�� - I 4__ ­__ -I TE OF � 'I , . - I - $ r --- ____ - __ ____ - - - - - 11LIE COINC , , , t PROTECTION PRODUCTS. LLc.1 \ Att'"I"" . ­ 1, 1, . ,,,�,, - �,e e __ ___fai6".I � �� Fifit t. 11 STRI 11 ___ __ - ),�', 1, "I'll',, " � , I 'IL ;'A 'IL � I i4w-, NlLii6c� , "I.A., III, M! , Anott", - . FI , , - All— AMON"T A = -1 "'," (_.iAM`­!`IV on-, I 20-$76 - . i ." i _. _.. __ - , . _ NNA "I — ,."___ , F_ ___- "i. t-F;�.��--..;I - II - ` - ��_±_�___ "U',/3"ONFI��_14 - I A­m.-,L,.,%,w 7 I ; 4�-#77 4��- — ., - IF -..-.-.- , REGULARR. III SAFETY --------- __ ____ - ---------- ,-,-,- - I i A E-Z.-HANIG STORM PANEL-5-y-MM-S i I-- - _____ __ - ___ ­ - --- ___ ___________(_S­CA_Lf,­T/2FF,I_1 C. NPONENTS FQR I ; I - 15.125- ('OTN, IFFETi - - z Is,- - - __ .. "WO' IFFIEC" soNA), - - - 193 . , Wt, ".3, .* I r I I �tic . F, - ­11� - I - 5 5 STIN, KIEM � �� I � �1_ 6 I ,,., �rri- I - I 2 �.'_ - .- In NFOU ! � A, I ��.S I I .I. , - - I 3SO, - - , zto' - - ,.S�-,- � + 250' - � OK. 88 - - - (IN IAIIF /2, Fic , I Ft I-, �,D- I- R1`4RSED) I I. - I :1 50u, - I - I : t I , "'Liz , I -0 1­17 I , , - � � Isi 11 I , , lFI I 0424, It 91I � I , - 11 , ! � I I I I ITI � � � F �ow -1�,,, 6 I I I " � L-it.- - H " i I H rmw_o GALVANIZED STILL .§.�� 1, 1 � . j 004 -5- J I � 1471, I I ,G, WOW I ,.,,,. [I , SU � I EDGE 45'. MRS3 mw 2000 250, i ': i I , �,, I . , � , I GANA so .Ndwm k`DJ"Ji , . in, I! _�_, . EI j I-- .- DIFI A A 0-60 QA­ Nr roa . I I . 1 ... O6,_ ­_ I 5DO-- - I25, , r _'YP �� � "I I - � � . I . � . -1. - --I I I - - ) � I;n, -.VV I � h - 1 3$0"� (D STORM PANEL , 0� - I 3%* - DrIm A l 2 00c" - � IFAIFIT" 9"" K WSTA&ALM) ALWA" - 2 3117* - I room trr To FBI FI i/2' LEc IT 00 AT LEFT SIX Of -OM C2) !ELHE&M C' -jr-- TRAc C4) AwAL_wff& mo � ,�) � � I ," - "_ , I �. lop PIDOL CO21, (Al.,,!, ! PANOLL LFAMN'5 Oso I& �, , " � �, . . , _cF C&,Alhi S`EtLL � WS, A, 27Q* I ill/ rorbosm ro" I - ­ - _­ I c, US , , . ,�e . -AWL .5 "I � I I � I I . ... _, , - I - �� I I 11�_ �, � 1�1 ',,kf, . , I � �,,�, . " , 113" -, 0210 , I I, ,�' , 1, I I -, "I .. /Z 1. , - I I 11 '��11`1 ;Do* � , I _ � I : I � - , - - - -�- , /,'/ � ",,� , 'L -- -- - - I A EI25-- C !- I �5. � el I J�IIIC?50_0 I I I I il I L I � = , I - 259" - . // tlEVMEQ � /` _­_ , - ! .a,- 0625-1 � I- olli,"Itc. ,� 17, i of. 1. " ��, " - I __ k . ­ ;15I OR (4 ! - �',` - , , tSOMETRIC VIEW M61L A I'll , I :0 27O.- - I "S0*1 11 ROLOODIED COO ER 0 ENDS OF PANEL'S "7, , . , - PlElt (_ I I - � � - -7 370' . ENO LiF"W/ - EMI I " __ 6?lF, '2� . - 4 � ;it I I � 'Em"Et, (" 5) , vs - T_ so"o., Dimiali I . � 7SC. I 2-Ai � � I I - ___ 'a". 0". , t -0 " � T" I I= no tt.lt� I " ,� .1 I j I �� tsl; - F!,D, - I 111111111 -HISIL ALUM AI A &A..."T PANEL I I 072' � it � t - I F__ I : A SEE SAOI 6 ItA .PLATFO� : � & ,I_ �T 2 24' I - ?"to, - Ft I F_ i Ils, I �1 _FFAIANI W NIJEEIt" 11WII lt I I', o"O, "N.Al Ft* AJS`­ALA7KA`f1 AN't . I - -091 __1 (� - SLMW 2 1 /8' I - - i � T-11' I .F "N",�,"RE, I . , —, I " ,, � , , IW ` I - � . MM"EMM I � 1 I . � 'A I ,-I 4913* t , Ino, i i I I � III i . - - "'s' - I. Ile, ", I I , -, ;, � I 'W, I , , L__ 1 I El� I-- I cw' (I- 1, -.---.—, 1 - :,FW3i` L1 . . I "',o. 2`50 - i 1 i 07 uy- "HL-Hum � 08 "U" 14EMER " 11 I , 6"p, � I - " UN IV IL, wit � _`L,_=___Tj ��� I - 2 ODD- - I ! (0� =EVE 1" MAX, yw� (00 ANGLE (@ "J" TRAC ,1:2) EAffil HAMM i 1 R4' - 3 oct I �IPFF-_: III '...."ol," __I� !��,.!�INI��;AI d_JJ_4_'__W= 1 l r­c 0 1 . . I I ". __ - -,275, Go?'- . I. IN, l�QSE C440 FI�IR E-1 FtAtFe, 'STORM PANE, " ISCIE�I-TIS I . . 1 L, AT 1 "" - I" .70' FE - MN - .'-­­,�IcEuj�­-!�`-- 4�� - % 5:`�,`!Etlt .LVIA AIL(,' - ' 7 � 1�:7 'Is ' [L 2­­1oI I , __ _____I t:� I - () 7� - I W - , 'l23, %.%l ­14' 2S- _W MIN Is . I - 04' F - tif,I` I, : . = FLORIDA BUILDING CODE (11,11oln High Voi Hut-Trican. Zonlsi� No. A4157 _ i �' 1. __ 1 1 * � * � INT 5 =" mirron. - 24 GAGE GALVANIZED STEEL STORM PANEL " I : I "' I , I ' It, -,5',. STATE OF :: - - .- tAl.N IN �_- � � joi - 2 DOO* - Tv � , � . �� 116. 050. SEE SF,T*NS 25<," - - "i I . S . . IF ' '­ - I, IILIECOINC 1. ___ _._____._,_____ ­ I—— PROTECTION PRODUCTS, LLCJ .,/vjTcF,k, -_ .-If iGLDM �.q So Slow I . �047 For, Ti�=inlki _.. - I ", _ I. �=Wollo COWAN, - IM -:- - IWAIIAI-IN. .60I !, FIFIlloto, til")=-�- I "' � A� "M-1 - - . I.- � - � L ?_ -I!'-- rr 20-175 I (�) RwLa=jN= � it� BuiLQ-ouT T.gAr.K g & (�� wAsHERED WINGNU QAFAV, 3 ALLCY', ­ .!:�. LA� ,,, _`l . , IF -;-I­—_.;;IL �� - "T r ZIA _-��._ ­ I - , - - _,I III ; i '" F . i TRACK AdQLE I - ,. 11,1" I, IF AA.a, __ -_ �-t—_'...— Poli .1 I 11 .-.--- � ____ __ - � � .___ - ___ — --------------,—�----------------- _______________._________ � . I . MIALLATIO OR REQW_A"..A_nElI � . i I ETE OR QQN�iETE BLQ-CK- JIMIUM i 4 TEIRNATE CONCA171 i ANCIFFORS LOCArIONT CONOREIL A*1CHDRS �SEE SC'FW,E ON (IIIIIIAL, FACFA0 ;1ACI I I SCINFIDULE ON EXISTINU poutt cOwi SHIVITS 9 TWROUGAF tol OH CONIRFETF 9I SWETS 9 THROCOV 10) OR CONCRETE OL.00K RrOL"t ­� �_ ,REQUIRED _� � -FAI I Er � // , I , f F// _&TE. - f 0. ] M � . CONCRETE ANCHORS � - I EXISTING POURED ,� FT I Lot'-'" - i CONI RECKAFFED '1� 1� � (ILL sr-sot.,t ON - __ )'t , r St,mis 9 1HROVI 1'r, ,2, i , � i. �il I " `_ _r� I . 1 - I ;,r I '111* I ' I 1, . .11L, �': � TO' � ,::L ­ Ft - 4'tl' 40 to"INFA "U", 1 '17. l/2* W,A, I , - � - ,�;: ". � I,.,- I- -,F.:;T . . I - - . . i 71- -7-;'; - I "'i I COFCRE7 MCIIKM I - '_ � '. 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I ; W nt A W l PANEL LDtkl- Stei-T .%� ,, . ! . tBIL loo, -a EL LENICt I , � , osoi _', I ` 11 I -A : I ( SEE SCHEDFULI: � , . 1, i LOCTI, - 1� tPAILAt ; - At 1 DR sit 3' 1 SCE FSCFF; 1,vL( [XISTIJIFF ' I , - I oh C i I I ' , ., IAI ! tm( I " "' � : SAUIZAPON C 1W � I S-E , _1 ; ,I � otgs," ,� I j L_ I 11:11 GLIASS. 1 1 � (SEE SC4.D.I I 11 I D11 I L I � 11 , I 1 : (I 5ox � � , . I , � It . 1 OR SHrr 3) , ., - ; f- 11 � 0 1 t 1 0 � ; , I [I , ri, -L I . - : I I ,, I MAY ! At I I 0 I! I I � I I I I A : I4 �, , iR : I Act EL: % � , '' I '1�, F 0 - I Ii - ,,, FT -1 ; � ,:If v � I== ' � , , - , " I I r L, Ir : I � L, I � s/2- Dx, - . I ­__ - I � T iii. FAA., � I I F 11. - � � FT : � rom I I I=' � , C.-to." I �­ I t, A saw --I I . I I 7- : _- _� -_ _-�:_� I I I __ I - -W ok� I .,e___TT_ . cclwsi ANIF'.-I . *.,/" il, COINCII AN1-ORI �__. - I : I - - I KFILE Or ON I I I . � I - ' ­ DUSTWI POUPTO -7- � SC-LIkIl Q I 1, . 1.1 1-4..' E" " I - I--, - .0 N(WOlIM 1 commm 11 , I EDGE OF *41 OR SLAP SI-ECTIF (I "It'IK-111. 10� S,i,tt Ft 'gick'u, III) I_ '9 I 1�!,�Lill� REOLARM [ALT CtADI'T'Litt" ­ , I 5II �j 41, 6 I/I'AO�FI tint T/,;: , ��.Is,bli POURCL, 10INCI ALL DC, 4'. I O`A0% Nr 'NEL , , - CO'CrEIT IFLOt - --_ 'I PCJIsEr CONAI � ENTI , ",to 51'rn � "" or - no �Ow.ql-rr BLC=cx � CONCRETE ANKIAGIRS wiltill :* .A,1.,_DI A,IAAAI iP 0 , (SEE 50,11O)FAL 04 - r D - 'W­11I $IA I i/l Sic fSG TABLE 0 ON I SF`EII it "I"ROUG'i, 10) . i Sl-El's I A, 10 j i i : CEILING AND FLCOR MOUNTING go -QUT Mci A&LL MOUNTI-N ra /I)IR[C1 MOUNT Mt/SPACERIAI". d SECTION 4 501991-1 NOICIN SI 3,11F. I, Si 3118-1, SCALE 3/9-i, � I A E.D� - ELIM DWANCE tFQ1L..f2&=hfth&rM� QF _UCTIQNI� 4E SI LF ON RIP & WJTT0M VC,1.047INGS CAN BE SHEETS 9 & 10) COMBINED Itt, ANY WAY TO SUIT A�; I CSTAI '11iE'k"�""F-_100_1_ 16 se %d! I ,I FLORIDA BUILDING CODE (Wn Wgh Witt Hurricanto ZcI . : it 1)`FFcn 'Tct - .14 GAGE rALYANIZED STEEL S70RU PANEL 1 11, F--..- * : � * 1 * A' . . , I_ - — =M """I "'IL " ------' --- Lion .0 �. " * ' -, STATE O�� � ___ .4"t" Ta_'�__ � E C .=�' � 2 % ,, � GLDBAL PROTECTION PRODUCTS, LLC.1 " I L'T"I" li'_ l. 6,'- - " , A - I IL ­` _e - .,�� 0 n 0 It. - 11I ;1y/ , 'I _* - I — �- 11 5,Wl i o"o` " "fA_AGI r ______ ___ � ""I", - $16 Ij i %. ,� �. - Ft --I - z- .,I-,* - I ­­ __ - k,,,no, ,Aft 7IF.... 'At I - - _j 20-175 i,� FAIL _� ;IT­-�'. � I -ni ;rt._�_ �­J-.AA-j �__,_,_ 0#0 ;WW%*,�/F%oAA%Ar,DI ,,, . ". CA-ImIll ANIL— IFFILLIT,. It FIVNIA, &,IS f_iI --- IT" !, OF 14 i,._t___ I - I A I �___,__ - INST, ION T IlittlS _SLRI��Q 2.000 - P"- 7 1 __ I .I LjA_j__Dj__k_Ii __E0 3- : _ _ ___ A--igaQ, 1JANQ_,a_TQ__RM ANEL .1/ ! -I-- LKk_U_1SJMC_ =A1Q9D5MK_T_LLK.5 . i - - - -IF- .-T - I � ( � 1-1 111.­.1' - _ IL ----- -,`__ ____ ! _F­1_­____­_ 2E - .1 - I . , , -.I, t 1 ­ ­01 I , - - " : , , I I -A . 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I I 14 SAFTEFT1,5- MAJfilF�KTTJREI LAI SAAL, BE LOCATV, -�" A ATAI VISABLE LOCA-,)ON AT flot '1� . C L, I�`Nll I" .;±Ir_;CL -IXX- L Al')V­� In _*A� I , I 709 9 I or , PAPFIEL `5,4,`lTEP IN ACCORDMIL,E WITH SEC -,ON LOTI SUIL-rNIN5, CODE OFFAL LABEL 114, TA,i A� -1110471,tollr M - � I Ri,Ih,A_I, �W CIA ANIA�AFFS , ' � , , SNALL BE PL,t Ft)% EVERN OPCNt L"BIEL"Fir Tin "CIVi wrrH SErTiciN I TOR 0 3 "T� 1`F`( " " : . It ,j , "A. .4, NFI A! FFAANJFAC-LIFFF� IN" DFAII INC I'LEIRICA CLA01i CODE � . 1,14'. ,, ,,,'. 1,tAL­A` Ati AS 00!I-Itilet ft, ALL KINI Stork BEAT IF OLI (,:I � ft. " .-( ..If 'TAFALF Et �)Ncl P.NEIMII "I Aw"Ok' 41, 4JFhI�`K7UFI ?I iiiI C.O."rolLf."IN PRQ000110111111161, I __ I �; , 1, A 7MINA,. 'JItAt.Al At A' ,F&`IOTAC1,.Kft Bit DEWALT. li '�,E� �. .% - T 146N I ,41-111 * , - , , , . , - of- � , � 11 k­ A, II DW % I - T TAP � ' 'N AlKI-Ok". I VANCL&I 4NV ZAA,AAC NALLI VKICIIN. 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In I ­­ F_ --------- __,_,__.____.._____._______ ---. -_ ___ -.---.-,- ____ _____ - - ____ � i END CLOSURES QETAlLS_.FQ8__INSTALlRATl0N IN POURED CONCRETE, 11 I CONCRETE JH.QQ_K___Q_R_Y=Q 5TIRKTO.F.5 �VQ!_MR -REGULA13- LIE I SAFEr -Z , J, MN_ ,L4-1- _AJAN. G STORM PAWL- 5 I . I I I 11�, I i � , I � FOLAVID COICWM - " -�, ,,�,() ci) (4 ,,, CONCIPFITE GLO� (A - I I• . !, . M* 3i0t "iz � ! WOWS .-*.4* oxic In" 6041-1li, AL-M C-A., , ; I foLlprD I I , I & 0 I ., ., C4) - ./,... � I . I I - ., 1/2, i ,At,iccM * ,2* cc , - FOUR" camcxf_� :xAt,NETE , 1. ►! S . I M­ i =1? I &IV.. OR .­.., PWD ni POURED, Cox -_ I ../" t"Co` I tow = I I ,"ill,eti, -VE FLO" OK - I - IL .W-OR a , 7* CC I 1/1' I � 2W WOPC FRAW11 z uil " - -- - , - , I I I -"JwKD I I --" -.4 art i I - I I I 11 - I - . .. . .. 4 - , I - '. - -1 .. . 2 r,4vf 1� I /�_ - - � ;; , 3, -1 li� I I _///1 i `,­,� I � , , , .I- W, � -. I '. � 1: . �M: TV WL-IE " -- I : VARIES ;, . 5 M cow . _11/ s, xen, I [I , V 11'. . A,U%i &,;;,! 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I me I ANCHOR 0 9' '�,C I , I I : � 1 1 1 1 � I i : �, � i , l I12 � Ill I'll i'� . - ­ - I � � � . I MAX,._ � _­rr-_­­­ IA4K � I 7"'-" . , i I 1'� i I 1 Zit ; I I., � � 4 1� I ! - - ! i ; , (- - !! I . : , Il �fl � . 1� Lin-L F -1 I I # , "' : I I ,/.*.--" EXIST : - - t mH, .0 ! 4, �� V. 1� I ; .,E. 01fto, I C ; 11 -- / I. llm"i I I! : I AIR I 11 CW S I . I 4 ; . I ; I 1 "-"(SEE- i �, I . .. L, "x I I . - � I 6. PANEL LEeICT, ' __ __ - I I !� 4 -EL-EVATION I ,I � 41 1 4 PAWL LJF4G�- . (S& ELEVATION I 0 ' I a C14 SHICEI 12 � ! I - � I I / IF - I ----I ON SWE" 42) � : _. I : � , 1 14 1 1 U Ilw : 1. . I I I �_ -SEPARATION - I - ,� �1I " , CLASS I . _�j ) I P 1-0 . � IF SWEPAAATOR I - '. I 11 I I 1. - 0 '0 QLA5s I I I -11, 1 ,/2 I � r- I ,' " i ; ', f4 I __ ._____jI - - __� � 14" - - I I I I ED 4 t '. I Ot a ur a to 10 i "W" : - 1 44jjINjPjI1r_ " � - - i _ Lp�,, I , , , LL 1 - t- - - ­,­4 __ _ ____ 11 2'i,4' OECD ' i 2-.4' WOOD I PLATE i PLATE WOU"Ell � 1 Ij4-0 PANIELMTE PLUS RfQkAftfZ I ,/4-f PAWLeUFTF PLUS . I - AK")R 0 12 '/2. c, C ! i ANC,OA 0 12 1/2' 0 c � j � I ; I i I ALTERNATIVE R-3AW ALTERNATIVE R-M i 0 REGULAR PANELS * LIFE SAFETY PANE .C.,1.. ...4"I I WALL MOUNTINGSyy?1A T!E("/.Ii 1/4-1- E...N. !\ `SCALL ,`� S �N0, 406T % I FLORIDA BUILDING CODE (Mon Ae ysioiIlty Hurricane Zone) I = V i xlm_ - - * . *. &� -MO I z GAGE GALVANIZED STEEL 57ORW PANEL - & z A -�� , - I - Z4 - _ I * - ' ' � I NSTALLA-11ON ARE ONLf VALID FOR tW AS[,' lk-,�-. STATE OF ..,,!�/ .. _;__7111 __ M/100" , 7! / [ILIECOINC \ GLOBAL PROTECTION PRODUM LLC. I DESIGN PRCSSVRT RATINGS (p s,f) AND PANEL 'Ir Ot �, ��?,��' LATE � LENGTHS AS PER ELEVATION ON SHEE'T 12. "Ill,^ �, - ," , , ,�- f 2 FOR NEW WOOD FfIDAT CONSTRVCTION WOOD I NAIL I, ,/,--z,, --- W so t, T-W ,,��7 OVAL A- 133- I "� � Vniiiio WOOF I I � ,.AA mtwBERS to BE SOUTHERN PFNE No 2. */ SPEOFIC . )41110­�5051 FO (BuyM.81W 20- I 75 l' _". ­_ � -- ---------- TIGi- . I i DENSITY Of 0.55 OR EOUAL, CA-W=7 ,9 -.1 _Pff _3,rA/_SW_NATL_*W,/_U M" ; , I ! UM W; t V-=,=-,- *-*---. I i I IIALTL4 A ItUff .I P1 - V-M .6 of Is J _____­ I I _#__f aa) ) = Cn —M (D -IiP- -0 > C) c- .i..- -3 a) L_ (1) L_ 0_ . = _0 0 (L) CL 0 L_ C: M -0 a- . ,a -I-- C-) (1) 4- U) 0) -6-0 C - a) =3 -0 CU 0 - M .F n -0 -= .�M C 0 2 5- -2 = -2 W C = 1.0 U_ — M 0 4- M 0 CIO > . Ln -0 0 Cn a) L_ CD -1�­ " — r- Cn M .,+O- CIO ca- - — (n < 11 U), -6-0 " (1) C U) M > 0 L_ (/) CL CL < a) -6-0 0 C =3 -0 M 0 L_ 0- 0 (1) M " Cn M " M =3 LU M < ;z a < _j 0- I SHEET NO. H 104 ■ . --- - - _- � _ ___ -' _' _------------------- EZi/18 EZ1W/13 I`41" sESTrIN AST A AiFEFMOFs 1 •: ... ERNA]fiv[ E.7 R1R DID 4s4-F:'{ Rai '. - Mon. 1" i I" Wn -. 15I ,. y _, g:uses N6•T 2; '_it M'tt Of -- Ieri I - O F,Ar_i1 f1JD 1 _ .� A4- T -.�_.-� r-. .ram .- ..... .T _._ -_.1 ._ _ .. -rn' 1.A.1J7-' -a', -•��T`1___ IDt- 4,- r , a.� O• a,----_' :a��.. 0--.- Y C' ,'L y L.. _ I IT:I Itlt 1 I t r. a ,r rN ..: Lill iIUTEL I _, 4TFII C,,,,.- _' 1, 'AN.;. I 1 ,.,: - -W li` I, + 1.1,* - i1 * " � - (1 A A 1 n M - vt W E�1A ,,.I:, Ii .. . . . . -1 - I , u-i. L,--LLJ_! L.....� 1L i�J J -7771L L_J � '=1_L-1,_ 1 LLJ _ 1. _ I L.1 ._; ' ; - � A .. . � . __­­­­­_____ I __ � � d rl - ,-' - q IT P ii r 'i1 V. . _, _ .}" M iuAl A V- ,1r ,ai; ToIl1 M�r,,C,P, 1 Lf 7r. GPI: -----,- "' I IEE1 Y E..' k A.'I Rly.Pirr'f _2rw. ,"E, '61 E21J1i3. E SyY/i9 TYPICAL ELEVATION FOR SERIES 20p0 E_Z HANG STORM PANEL t,l SYSTEM {t) ::': A'..F , - [ Gh'. '1'IR.N. mtir:,FaT " ,10 NSA'^,...E 'ILAuf,v � �< - - % 7= 1� s= ,rs- K. Qw - I , wI SECTS A -A _ .A - c=f`tJl.31f't E I"ii\J(._i tok ENGINEERING EXPRESS* PRODUCT EVALUATION REPORT Septemtber 15 2020 A{ pikatwon Number, f 78W 1 - R2 EX Protect Number 20 31543 ProduAl Manufacturer All Afr mean Shutters and Glass Manw aeturelAddleas 1540 Donna Road West Path Beach. FL 33409 Product sine 3 Description 249aGalvanized Steel hum Panel s Large Misfarl 1 I"pad Resistant Scope of Evaluation: This lefodom Evaluation Repon is being issued in acoordauEa with the fequuem only, of The Florida Datewttmerd al Business and Prolawworial Regulation (Florida Bold[" Caralewrin) Rude Ch2Kdar OIG20-3 005. F.A C lot statewide acceptance per Method 1(d) The product noted aoove has been tested andlor evaluated as sllmmatlzed heratn to show compliance with the Flenda Building Cade Seventh Edition (2020) and rs- tilt The purpose Intended. at Is" equivalent 90 that required by the Code o1 h -1 e f T en 1 - PR F 1da 111 "vAlicabons of Re-ILwI!€on this product slat be aglA ed b+ar g pelane la Building Coda reVKrrNt6, Substantiating Data: 4 PRODUCT EVA LUA TIQN DOCUMENTS 1. F,t d a20-31543 tided i - - a Galvanized Steal �tlfrm Panels MIMZ 8 Nix,-ritm2] . sheets 5 ravMrg 4g � 1 propmed try Engineering Ex1Tm% signed & sealed by Frank Bernardo P E m an integral part ot this Evaluation Reflon TEST REPORTS Urdurra sting structural peifotmanCe has been tested in accordance MM TAS 202'test standards paf Iest repords) OBT-ASG-17-001 by Biackvratter Testing, Inc. Large inims, 0, impact rewslance and cyclic loading performance hag been tested in accordance wnh TAS 201 Said TAS 203 test standards pet test fepatls) 08T-ASG-17-001 by Bktckwatef Testing. Inc . STRUCTURAL ENGINEERING CALCULAT)ON8 Structural engineering calculations hate been prepaled which evaluate the product based tm -1]mparative ancinx rational analmIS to quaky the liallowung design crllene T Maximum Allowable Spare 2 Minimum Allowable Spans 3 Minimum Glass Sepafanon 4 Anchor Spacing 160 SW 12- AiENUE SUITE 106 Dt!R IELO BEACH, FLORIDA 31442 {954) 354.0660 1 j66I 39T 3999 'Te..OtI4GI NSERtNGE'Rotes S. L net ENGi.EERINGE-,P€Ss 4.RH - ,• . .7--g.- J✓ 1'A - I- `^A<. N'-a i:.tr T I.. I rh H ,. g n It Si ro - V , � , a -TI.1 w"1 I w. 1 :•:K:.J , r.w ,rr 1 R �'YY .U=Wt• T MM tRlrgiAp f, �- I , l � �PT9G IF tl IRA_ LT• _ ` T!3 S1 c u_; j RIa III rr . l - /is i L1Rx n aqN? IN M ::: r,n-L,I ,' f�� 'd:. G-41i -I'o-�� L Nut Prao-: r�.,7 E1n*,,C �� r U i •s- Y•" k kW a L� I. 1" • _V+ air 3 L rs ra a« T3 - -, P44W,:1113,A1.M.1M. .tip s t 1 rIti ., �N '""�r��"'r. ILVIGA B;.Ni_DNG CODE {Na• HilM Yaloc!ry elu•r C2: 1,a Z*-ram, $41 �S P' f 4 E GALVANIZED STEEL $WfV PANEL II -rr ; 1E - I L E C O [GLOBAL PROTECTION PRODUCTS, LC.' -.�_. G1AT� [ii�` -tea rr7 ,, 7 E9Ee -r' - P ,+!�"•: [J" Trn q rc 'e: Nor �r. e r =;sz-. y.r r 1 .4,1 0 F_ r,,, i:�, l r--i I-- F_ f-i � P,� (-_-� 11a. Lsf' f All ArneiiLan Shutters and Guns, - 01r;tl Gakanizecl Steel Stuirn Panels No 33%increase In allowable stress has Deer used in the design of this product Separation from glazing rs not required fa mslallauGns outside of wind zone 4 and essential taclgres Impact Resistance: Large Impact Resistance has been demonstrated as evrdemoed in previously, listed test report(s), and is accounted for In the origrneering design of this Produd Wind Load Resistance This product has dean designed to resist wind loads as IndKatad in the span schodide4s) on the respective Product Evaluation Documed (i a engereenng drawing) installation This product shall Da inta@ed in steel cumpkirri with AS respective Pior'luct Evaluation Document o a enurn l-nng drawing) along with all components noted therein Product components ehalr tie of the merenal speclffed in That product E. respecivVe Prolhscl Evaluation Document (Ia fingml'•erirg drawing) Limitations & Conditions of Use: Use of this product shall be in strict accordarica wdt+ (tie respective Product Evakuahon Document (i e "nearing drawl as h ein All supporting hosl structures Stan he designed to resist ail superilroosed treads and Shall tie of a malerrol laded In Ihm pmoucT s 1eSTH14tive anchor Schedule Host struttule c8rldrlidns which ,are not aco,woted 64 in this pfoduct's respective anchor schedule shall be designed for on a site-spectf c basis by 4 ragisteteh paotessional engineer Wcomponents, whTeti are TaTrlan a l rlstReedah d tEpote led against CrTTirs30rf. cDnI inshOnAllq other such damage� at aft ti This product has been designed tot use within and Outside the High Velocity Hurncanb Zone (HVHZ! kGiNPcL'tdtdl% 1n'1h,s> r' Frank Berinardo. PL ENGINEERING EXPRESS` FTPF(K4hAav I (en Auih t1Rff= 16U SW 12`" AIENLf SUITE 106, DEER TELO SE4CM, FLO-10- 33442 t9547 351 U66D 1 I866) 396 9999 TrA tp FnGTNI'.l RincEx-RFSs To. ENuINEE0INCE4.RFSS (ON r,� Lt. 2 r,M N:� w.:.v L.•L iL r j i 1 -A iT -2A100' dt . I Al. u!u !'CN ur,uAT-n.�nRue w,i.-N. _ ^?�_. __jv:LT f aU11Nm EhTRL�ilN6 - / , P: H<' 3.4W vM-S :..Y•l v,: t}". �C "0 N 13W.•qffW'y ­­­ COIN x.l NOWvcETlrm-, , a-sn -, Et Yf4 " 1L 1:':.r1 i. , , . " 4 } 1 y rr1-1 ,­­­4 u .• ,,J a� •n tau ittlwNT 9xr311M reef , r.-i, fnl F - - v .. '.',�". MTIf l 7 ,Li � , - LIT r y -1 r M,i'vI, J Y a• y 1 , r'-h.a rice r Y, 1° A 1'1E F i"H T f i C RI tl I— ., L rt+_ ,£. � 7/vt _ A' Jt:L ( - I 1 t 1211; lA ' R - _.11,{ s'22 _ 41 R a , 1.11 . I M @a LR12: i 14 I. 68 i 4 II11 . �' _, A T i r, . / L. 281 - CF. -..A P. - -.Hr1.11 I,p,A.,. H1,4-t. 1__ I><,F �, r- T�.rrRa"'P 20-: 7TT 1n•,.._ - 11. n err 1211,11, /e WrK30r+LrO yCTrOMCIOWR_u.40 - _ __'_._ - - ----- -- ----- - ----- _ -__-_____.- - tNSTALLATION OETA& FOR SERIES 20L70 E-Z HANG STORM PANEL .1 ' INTO POURED CONCRETE,CLCRETE BLOCK AND YQ9Q _STRU�T�IR�S f L _ I xi•p 1,1l rlrlfl ! I N !r >.`: �. ]P r"P ­,-,11- . I aL "PL I Is. `- -- -- 1 1 T .. -' i i llcq, If, I Air-".••n a 12• S.;4 N e /." 14,-s `FI,P, 5.'YitW e`1 HJN I y qq l F 1 4 Z :•4- W �a 1 I' , +9 En,E "I i ` ,9 N - {9P ' �T- �,. fin 43 I . Y •I - P I �r- YAFA.1.- l I 9 - T4G W ( 1 „+, PILM31 'LLM'1'+.r'. - L- .A`,`. 1 `-.Wh.4 I I J if #'.4F_'Y Tvr Tf {{A.r. IT 6 11 a i IY I is �" I _ „ 6 ° �, 'fg I MSC r ices .1 I 4 .. ,e' I/ I; enN. EN,rM '/ li - �, ur t a � I z-AH IUn -i t R G-. rA 9 !d J- TO LA•,i ` I F T ..'< a o 6_A._t I 1.�1€hc G ,, 3 I 1s 0 ( AH.,-F 'm O C A s T 4:Yfi' t _ .A II i .UN.F.LF FcCtm: 6 - I AEO" IF C,Y„ rp,; I WALL_MOUNTl MOUNTING MOUNTING WALL _MOUIiI T �LOQN E21SG ALTERNATIYE E21W I,- I- - c, o Frar� r - .,..i I- 6l_URICIA BLPILUXirL: [�Cti7L V,Nu7r+ Ht 1r yelr:crnr Hu -C.D 2.��+4', WILL F'AR'E' L 1z. i,;.' F' 41 E / I� - ....€ r-, - 'S-l".l. L`1t. -c' ,J^1. * "' .!'4 AIDE C,LUA:h'fl3`f.C1 ,:TF'EL 54URN E".IINEV. ::;,., ;, T,,:. - - t k. rA"I,a 1ON AM.. NT T ':WLI,a FUR IVAY. A _1A4N _ .A .. .. ......:.,. „ ,.,_,:.., ...,. ,. ,.,.,,... ... __.-»„ _.-..„__._-,,,_�_ ._-.�.._.._. 4 =;i FL EA39NC 4D.r1 f;x! AA h u` TAAT ?. - G s Y E!� .. I GLOBAL PR C LL "T ,7:fo 2l r r, w €- cn1 r.; - -Yr Rw�+uYrI�EN..tt+ : Ccln. �. ' G PROTECTION PRODUCTS, C.r ,- c4f.E: If P4Gk IL iC V !Nc LS<NtBE '? HE ^a3i Na. _ b _.1Aj a ..`.' . .,rl:. 20 175 DENSI . Or 0 E.. _LUAi. - - _ _F - - _ .. r_ L .".,.. iM1rRA •51cm ". - •'t ie _ ,----------t�s __ L , _ - �'-T _ '^ ice- ,34; , w ALL AMERICAN SHUTTERS AND GLASS 1 iI MAXIh1UM ALLOWABLE I DESIGN PRESSURES: ` "' rill 249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) I, I ,0-11, �Tr _- -- ----- --___ ---, r I AS N1 TEV IN G£d \I DESIGN NOTES I ,° ED1� I a1. ; YE T,4 N4 s Ar RCISITrYF ANC 7MEGATCVE �S1raN FRtSS 1RE Cl . ULAI e 1 . M re FOR U E WITH TH3 TEH SHALL BE E. ERMINED PER _ ( T. (N _ L' P A TH I SE ARATE NC*INEEATRA 1N A{C RI NCF AT F� I" 4EkPN11 u"DDE FTuES5Ur:T 4L 1REMENTS AE �I T1N '^ r:WIE Mr r-t- ^NN �,., -r ;y, y_,", YaE rEAM1NEL 1N A'-`CD@D !Ki wPira Ate() ANO CHtiT€ Q x ��.11, Q _r fF, � +iQ I. .,E°`:T'=r'..n159 - - l $R3 }F Ere( ELORi G'7+ ®UILF,iN: f fie �NALL 8t LF',=, THail aj L3 t S '';rfl ELiUA TO THE P,,-rrh,r OR NE: LTWC LE I A I> .4r _ 1�¢ll 7_______ "" _______1 _ 7T11_4NA1 i Sf5 F rTL;H FREE SUnE ..AFA.,^ir VAT. JES U`_'rED MERRN FDA 4h. 4 W 4 I j-j _. .DTI. -_. D .T 'h;Tk' aW- HEYLii j A55FMbEr A5 S.IOMA, AI 45 [65 I I I fr Y,'IN'�TUT P" TF cFr, tD I 9 RE` P r- u1 A ,F r - 7A_ lit .. ..0 AN 1.,, - I I I. I I jX 6P-WRr eca:::N•ABLFF GENERAL NOTES: 3 e . THfs SAE: IFICA1ION HA_ sFFh DISrc NfO -D SHA,., BE li ahk!CATFD Ie 41 '- n I K.C4RPARC£ wlTn (HE P.£gv1P fP1 fir: j r TIS F-LOPIDA EVNLpar, CODE j. e W " - l 1 �' "",4 ,,,'FL, sEucNTH E(4Tt G1i'1C ED; RSF L5F 1NSlCE ANU OUTSIDE OF THE HN[2.•EP <_,'v �a T P TI ! k } TAD 201 ZL2 TO IDe TES R rLC Lr,CI'AMITOP 5.=1 WIM11S'4' G it �` `, 'I I AND CQYFCgM TO ALL L74 AL eL Ir04C L'tlr,F A!"€NC1MEhTg WHIr'H •14* APPLY DEo19NCRTTrRIAOMNDAS T 7tOHtftVNSTAN"FQVin[ CA I I I. I rIR I ADO DIC3 NAL S RE.'iU'E' ITft s'.E.ALFIT ENG FI EFG W G �{nn I ?" VI331 Il'L INCREAE€ IN A %48LE E1RES nl'a 10HN USPO IN NNE _ 1 9turA 1 THu5'5'kSTEn. _ 's ,HE NITKt+ENGINEEB 1`1 REr C!'D R]R 11.1 PAWR,1 - I '•n'' P' ^AUEERsTA UCTU Rf WITH WHICH Ted!. OE51Gn f5 USED sHA.t at :55POLSRLE - I "11 ,� "'' MR THE INTEGR1TYTf AL 'U1`J`OP'TIHG __nURFACE T T' THI5 DESIGN tr14CH I 4 - f Ij. - SHAll BE iWRDiNPtEb a `NE PER M]TT1YG fCfiTPA: CYE _ l i 5[oAP4TF STD[ PE'fiCSd,iFr, Fu•iISEERfHs S-Ni @E RE,fu lFEC [ir OIE OEA To DE MATT RUM LOADS, c•EN.Ft110hS, Mt fir M,5 COVradiEG .:t nTC Nl F1 CIl NT ` I Ir I 11 TI I - NEfici N. r_ANTA,_TTll5 Ed GINEEP FOA -LrFRxaTE s, .1 :ALCUl AT7Ces A5 I � .'a*N T[i-•_' AS-J ', 1 (��1..-- 1 " NAr tie AC'll'Rl:.•. E%� n c RFIT'D. 1. `_ - _ 1 rn[ s1'iTLn D�'ra •.1U El 6 5[".c1i` : G x_, NET 11,:. mF Li/ d .. N i p ' "il-' ;11D r Q1 FPR 4 5PE .11W 5T'1RJR 5rrr CV MVTTQ`r Qf, RENT =MON E,LE 1r THE CONDITIONS C4•TAILED HEFEIN. A 110ENSED E"G!A11ILOR A,EGISTERED `I ,Wu O MAY eE AT T` -_ - i( iii,E/T s.A #REAA€$1T[_.r i,i-DO-UM4NTS FOR Use 1N N a. OQTTC41) CIC k1l NL11011 'bin-D'i T H 5, OCC,111ENi 2 ,. ,YTy�, Pe STONE', Itl.S S HIRE! ACTC 5` I,JN Mhp..M AIM '. Tc -��r r E- /•� �T yA�'+, 'T'Ty''t�� ' BE 0F51GM F.., E5 EGa ,EC 3 TT ,TCCI I t I �Il.AL �•'tCRTT.L RL 1'1lJUN T ELEVATION �A 7 iV3Y FN.E:+URL° UlN'tl C'EIO at' h9.5 i•Ff7'r F'ArT40. = A « y Au 1A6TE3i,Pps TO P� ; -1 rA MAEFTEA S4L (AADE 5 U11t Ea.S rIOTFD ,,I, tg1 _. 'a - ELEL'ATre7N. C17HEArtin NASTENERS SHALL eL AOMIUM YLATCU LIR GTHEP.WCSE le " 1 CORRO'EEOX RE°,T$TANTMATERlAL 4NOFTALLfOMPLY N!1H"5vl?r1TICATiCM, , ^ MR AL,NTNUM STAUMRM` M,ZTON 13 BYTT t ALUSIN@M 45$lJ_^,anoN. Q :¢ . lN1„- & ANY APPYJ' A" '[1ER-1 aT ( ANCIrk I - AL CC'=UFSi. ("% < - 777 hw_t1f:T i 0 A "RP ryCL-. bAtt gE 1. EK.[ 9OA IC �'IPi T'+v[_. :J:Fak?=ar,--:-. i D, [E yG,� AL''[NuFC .ATT)fC "N h�iAUNIntL'H1c-4a1 T5ILG-.rail LLU Y ¢I7 `I Ar R 1 r0 A R HA W T6 -.-Y _ -. . AtA LU Pa.I JY EA 5-OgSS k6E i} WNN MALLG`. '-E<'T1:4, , -�^ -I � JMl_�5 NC•1 EL THER l5E 1 r l { I f I ' - rG4 S aG Of+ Ptllt -;-, L11 RL 1111Ni A.'10 I.5 F"1 WC l I 1 l I 6vTT�NIf clliinf Tf - N'S OfI TF PAN£ 4 MAY bf M .k"TED VF.ATTI AL.x4 (* I ; I {{{ HjJRf2C47rALU AS AP L[ IA". I 4+.d,1N7 ',, I2 C]PILRATE ANCHtlR51R:ATEe H ME dl SH.4L SE V,`VMQH,V Ts. PEW _- �, I i I 1 _'T,'4YN }ti _ NUIM• C-RA.KEb C,7NCRETE ONLY. I HSIAt.I ALL. •;ONCRETEU'rH!ikBFtR Ar IIFAT 'S R. "AT ash"r-' I 145 t?E''?'['1 M) uAM R,. ,T0k ISiPIIA .NI5161 .- a - F - I i ` / 3 3. THE PROP iCT'JP, T9 R MATE R,LS T mFiNIEAT€ Ei rR'?E{T 1.yy 9 f. A ( .t Ps FRCrV I+ SSTM EI.1 NATO - �. 7 FPTEN, EE_ ik. V5T5 S '- 2 ' HF iaE r R 1A1. nL "r A N - '^1' l6 G I ---^'C16. 1+ IN SEAL A&Fl EO HER€,? 'AL RU4'74RAL E_ •n - _ ENGINEER . E L X 't N ODt.?Es s 0 [L aE w I L 1 = _ -..,- ;_�, l;F;;?.T I,w MS+ Jr,l,;r SHt?„IN ,jN,, /' 115E dI THiS'_SP¢� �CATICIN (i, <c1rTAhi-Tt'3i,. ^r. 31 q� -` s w { r I 5 i l !IHD[r.tmmG 6 56.:C- nARHI�S Tnis 'vYGln[[A FOA ALLCOS7 A DAId:51'$ C R a'Y.f I k1 [ _� 7WLUCRI4 LEGaL rk 5APPELLATE rFE_= R(SULTINC W14 MATERIALI € 1 I 4 I { T, M;�JNTI l FNNW 1rW SYSTETI ERECTTQN.9-ONSrAIx-TI:A FIV- `„`E56FYONG TwFT i{ I€ -(!'-'NFJ TrT't l IHK n IS CALLCD FOA 8' LOCI, STATr A If X-AL =Df• 0 FRC [ 7.7 B 6er1ATIONS 4F -TS "14 _ i` I I I ICI _ +.S n[-3-c1 I 3 15. F"FIFTASE'PRFC`,L'+PROYf DFD HtREr1, NG xDORIi'3AL - ! P : _ i I I URT)Rr.4TIL'Ns OP A;IRMJlT1i5M1^_ ARE ;NTEROEL, I Y I - 16- A,TViAAT1f3NS ADGTTr ks OR:DTNCR MAAK G "N1 L^ LMNrr . ' - - J--- I ARE NI7f FtPMTTI ED AND Der A11DAT[ r 1 '[ATIFICATIGH --r--- SDT'r,3MMOUNTIronivir..-/ „mOK 71 P:A23FLi4 tiFJ131,6EPEFMANENTHr 4r5aELEa WITH A MIr•IM1M OF I;L}LhBFL iI.,It 'I (;vAN DELL i4 FER fUh'Rx d 0 fEk� C,,'1tlTATN1Nr.; TH F Lid i14YIN ISINPGRALATION'. O L 3FSTCfT'_T1 VA•l [ AL AN E,knT" 5l Vr ERN, AnC F 4 16$ c11 Td Pf A RErj'CI 1,_,_ ^ru'Y 9E •IGi HE' dt5 R.EQWTHTE:_ 'rICNPi )y 1t1 ,-"j;'CH IAf',?R mh AryafN.UT 4PPRE T H +N OE. IPICAI c T HAT CC NI F'rTIC.6 A 4C I SCLT$ 141TH NA$FFFRFp T,4 "^ .r � � -HOR.RE LIED wITT - Ar 1T - '7"NGN/T' FASTEKE: ; 4 _,__..-----.-- AN- 20-31543 SRArrs AE3`5"�%a EF1CM1'. DffiTLL,L.rr4.E OYERLArSOMGSPAN lUSE i APPROPRATESFANTABLE, VISIT ECALCIW1543 2M VERTICAL MOUNT ELEVATION . _F ' "I NOTCHED PANELS), ___. tea, e,afF#ArrN1F�TPJ3.6 c n1aTINrE ■ r N T 5: EtE'YATTt`X'2 •w _ w P1 AElnwra Ym+xA _ ra 17 ALLOWABLE PA SPAN LLO BLE PANEL S A �A GLASS SEPARATION SCHEDULE: IP i{ not 14I YAP'E d 1 ANE f = IL T r V,' TI T Y EU3F _ 1 A15A fUF , d P L EL Yd05 L E. A T .I S Hik vA P i I 1 k t "s 1 is h €a E rl.I 1! r' r r r 4 1 N C h i U 'lL c .'� I E € F4 Sr GLASS SEPARATION NOTES: P ITIrF A u w - -- 3 f TJ r 9 ] I F 7"£ F: k I.P11`410" ALLUA4611 UPAPA TKPl 1Vj"+I ' ."Ll PVI'7, ---t1INIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT � �m` ' 1 I a 1 I b _ : ., R €1 I I :•5.. •Way, .SC4 - I r 1 - ;:i , , I 3 s1 5 4 s 5r^ l S if, L r � N A1,. .1U 0 x a [ s - 1 C i p L - 'a' I'J i 1 I a E - L". 0 . _ 1 P : �. air ,Y jh i4,„ � Aar .3 �•1 L1,nest I .�i ...L + - re T��;��`:..1 1 �+ s'!'�'�:`.L. � is r 1 -a , i r,_�s 'ram-:��-1 I f_ r \u +` �i I li :I 6 �: il� I I i ,111j I Y i1 I V t I , i 1! I ( I I '� i I i �� ram'-`--�I 1 � l I __ �. I__ t x,' :^l`s- �40 ^\ I �� #i, - Riffil"li" I � I f _P! h`v tt. , -4`"�-_ _ _ I . lz� ;= -\ to lAL crarEF 1199 �A-571NING IDETA[t____.. &1y � - A. (A r , _ r .. , „ i z 6 1ww; I I. u. r A. ^ a n z�E'_ ,3< x y C tf3 = 3T- 4 •" n 1 , are Ii 4,,,.. r' - I W O AQylWAINA - _� I - --I �PT'T I �",�I I - �" ,,I:� 7 < 3 ,.i 1 b. .p __ v� x- �3 z 1 Af ,aF.� 77 9 I- 3 i3 I t I i / ij! -. 1. _, I ♦ V' j( , R Y 4 ! 1 Y A4 ` f sf /` _/Haw"'.IiF.ov� Fe - -----' . , __�� ✓ 20-31543 -.. POWS Qi![Rlp?%*" r OPz•IONAL EGRESS PANEL DETAIL k tFIN I En IOR FA$-LT,'TNa -� (-2 2S0' 0 094• �a 09 0' 2 250'''j) _1 ir, 2N srtAU 4 " � ' I �C -1 O.as41 . �o ,. R 0.75o o �0 _ • ,E C fits �-7L T �.ti5. D'.o9 Duce , . .N 10 GA s r if f 80rJS1 8 094` o .12U' ,till' TIP. TYP CI 094' I. 910' 1930' ,J _ j r` Qtwi 375 .-,_;,Imp � lL.:18.£.._. :,.-.,I-. _ p c 2" n - P } - _[ :s _••t t.030" w.orw'-f°2uao. ,sit -I 2.aaT" -J z,oar• !-- �ui�T� d 12 'i' Ii`' 1 180" (2)'H' .E_ Q r:E19J.I"ur, V' MEMEN 4( OO-L �PNI CL091RE mn Im � n I ' ICJr LY.T {I 3 180" NAY It " G.313, W. op� IM _ I�-'•�1. Sit- 1.560'Ir �t-560' 510 C 0.36m5' y7 s' 0.376' 04Sz 0 376'�1 ('0 1Ef655' 0.350" 1007" '.�73' - � I i l 12.50TJ PANEL[YWERAGE� J_I 017V 655' 0.19-�(�-"rOb55' d -1�1 f r &S451�0SZ4-ISC, 0.250' 1950 N 14 a7s• PANEUs.ENCT Reii++'••ll '9`��-1 -' '�, �or'O.U90` - @tlµa0047 3�ur '0.offs .3Q5" rH R Uw x013 rY 2rP tT O)ellsle Y 7aAtx T" P.. 00957" 4-4 IT N'-_ A I O 190" _ _- ;, 7T- 1K E/1 1 d 00Y"TH4r iQ IFS 1 .12S ire .I `� '� _LLL41 I--3-flow .x7S' �^+ RaiA9E0 Yi ..Et L _A ':iA1 ®'1• Arf4Lf. - I�!la�3 5r3ay1 •i�r ,RI A .,wa r' t HUP r Q. 1 tth i / i5" MAX. O. r•.,.c ,• MAx ("�ORNHL 40afRE rk:4II T '�! _ " E v d J :r '(D .2s•awv, l" ex / �. re..4i._ _ - ,K117- bUIID-GUY _ fI . - i rF I <,. r W .rt ,1-,r, n A..I •, ,r W DISTANCE MAX ,'1,: %u • • ro r P �'��i//f(���j �J7 ,NnrrNi rlAN1 r _- `4:.! eau 3R rr11" , .1. �� a.0 �:,. n rT • 1:o0f1 r •rA I— — P­"­"`ILL L4 r IL ,ar Y, 1 Pr L­IV 21 A l4 1, µl4 ,La,Y..,ALs ED �Ii 11 I 1.00F• 4' •cisr , f NCP :r..a,ir 4! a,e Lvrr Ht i� 11 M.„ 3.a20- Lot ,,� 9N 9PA,f°-r1. A '1 eT4 P1AN `i \ � :25, MAA 'A11 I,¢YN,Yit w q ■ S`� _ e \I J rl T S..tY 1,'SFf�` C C, 21 MIN tt EE 1.Sce, A l u 1:,7_ g 1 1 i "1 >... i-� MIN ♦ r 1: �' j� d 1_•f e•n Dole 1 ° A.. An- f I.A.,' tit , N ^'s' a GiEbEA CiOSratE OETNI �D /• ,T'. .^l,:nv rn r r a• p !­­;�,­_ vn. � s G [ 0 ;nr P n ,-P,r Ia Y l74 irai ANCHOR SPACING SCHEDULE: 24.sAUGE PANELS P"M-FASTENEITS E 12 5` CrC 2.5" EDGE DISTANCE $1 ;� RIAn DEH*N ..KADR P*25"n4 WAN UP 70 6'-6• UP V 11111 '-PAN UP T Ia-10" Comm T7PE 1Y CONr ►E noon TAPE T1/Ri eiT G2 <2 ra r4 C`I Cz _] CA -I C2 :1 r4 f6°s_- Y 12 160' 14" 4.5' 125-� 360' 102' S t 10 D"A.11_. .3 c TRA n A - 1 s' 2 1. f6.J 1 C d0- 1 15 ]§ n d.2 5.5 t 4" 6, o a 1 ] G" T. _ _ _ Lis' Ee' I2.S 160'° 26.a" el' S..• 123- /b➢' 8T' S4' = 11 I- 1de"101• far' S,3- 6.3- S e.l' S.A' t i" 1G0' II,7' SA'. S' 12.. 6 b' ] 8.3 4 5.. IZS- 3 6 0" @.l 5.4' I S" 2 16.0" Al'$4' I of., NI. 13 12 5"' Jw,a' 167 I S SSti• 12 O" IT 5' 16 D" 114- to 1" DE.Al 4N M G a1 -12-5, 1d-v 16 mv, 13.9 12_5 tl" :Le 12.1 b" l2 5 t6.D" S1.O' 9.5 .4 325' la a' 1. Il'3' 12.5 700" 119 69• tZ i` too" A 9' 91' TL--�,, u. 12.r soup 33a`7L.. IQ.E IS W, 15.9 vf" 12 s' 16-u"1t v' P.s' 12 S 16.0" 1 L 0" 4.5' iZ 5 16.0'" 11 91 6.3' 13 5 ` 16-a" 11 @' P 5 H72 s-, IA" rNHe'r If 33 All M. __ -„105n ,sir - ,_ I_• 1 1Z.S• la.d' fair III o" ix-§ 14.a' 15. I" 13.4 r f v 4 Stl-0" ] 0 11 9" 325' 16,a f&. 156 U.S. 94,0" iL6" iD.e" 125' 16.0" 12.5 20 11 S 360' 15-6• U'l. 12 5- 760 i25" 10.6" 1 5" IS 0' ]z 5' 166' 40 ,7� 53 T I. S' ]6m' ]4A' 12.E i S 11; 0' SLS' to 6' A. S" 1a.0" 12 S Ie,6" :2 12.5-' 16.0' ]1,4 10.6' 12 5. 16.0 SLS' 6 12.5 Act- 12.5' In.,, 1I4' } NMr 31 11 S' f6.a' lea` 38.0^ 22.5' le 0"111 .i 1A.2" l2 S' lit 0" 14II ]2 4" rp +1 12.5' 16+Y' ]&0• 16.M ]2.5 4' 11+4b 12S 16.6" ] 6 t1,3" 115'Il3. I2" tX 125` la D" 1S.S' 11 2' L2, 5' 16.4' 360" 13.4- 12 § a E 12 §° 16.0 1 5 5S2 it, 2"7z 3a:5" 6 .f' Il.a al s' I 12 5' la0" 7§ 1, 2" S' EDGE DISTANCE .W,1-tNr D10re i 1 3. S &2- ]. _ iV.3" 6.25 i 6.15' 6 4" e..1, IPA .1 4-le' ,a3• 49 6.25' I. p{}.�._,�� 32 Et" 0.25 h6' ,F.• , . • ..' . 736" 6.33" it Y' fit' l05' 11 1 ' r HN.n11 a] 12 S" 1311, O 23" 9 7" 6.23• 9.41, 48 6.27' 11. •'• 6.13' 9 3" 52 6.25' Sa.B' 6.25- A3" 12 525- A1' 6.25" 9,3" &23' 9, 3' S frA°ar Y4'WP�• l 33 31.5' Se 1Y 73 7.3 1Z.4 12A' 32' 1.0• 613 - R l2 ➢' i6 e' 1Tw'AS TAPC011 .1 i[-5' A5 A. 6 rr S Y 6.z3 SO @' 1.3 4 01 6"25 41 10.7" A L. i25' 133" • ' Sa- fl23 I 1 ] r 1. 4!T fl13 101" i1 4➢' AS 52 72 a25 4 12 3 .Y 4.6' 6, 25 S:1 7 .l 4.7 6 23" A 10.3 ] 4.0 A t0 6, 1 ]a 7' 4.1' 4.a 6- 4 4 1p.7 2 0 G t±3" , rr.E •nAFI' 33 11 IT,411,711.L ti 5' le 7' Is ]" ]i Y 2.511,601, 9 •' ]! S, 12 S' la D' II ] ➢" L2.5' I6.a'SIT sil- Z 5 ILL 7.9' 6.3' 125 160" IT 6.3' ill IDINT5 Will) SIT .I V 12.5' 16 ry 9.T 7-9' 12.3" 160' 7.7' 6X /a E' ]. 1a.0 7 6.2" y F� 52 T JIM 12 5: 1,5.0r.6,9 7.2- 12.5" I've 7 7' &Z' 1 c Is D" 7.7- 6.2 fr'l• ] 2. S' I". Sea 6 2' 12.5^ 16 0 7 i &1' l S' " I. 16 D 6 2' i 1 4• P Yv WeE 33 u ]2.4' I ff 6 4' S, ' 5' a 9 fix 11 S' 4 A 4.1' 0.2 [ 10.3• 4.0 7.T' 46" ?5' A ]6" 3Y' &25 93' 36' 1S46 »IY4wr NLPr,NA,s 4x ST. G25° 9, 2°d5' 3,b" a•25 �lz 3n- C25- a 2 3..§" 3.3" 613 S7 ]Z 3.a' fl23- 3,2" MAY 0 2 2023 / Virtual Review Assist, Inc. Review completed and approved for compliance wlm me cue y Uebra Anne Klan 314- EDGE DISTANCE -. M" DESIGN lE TT►e ea ' M .IT, ','_ �41dlr tTo riY MAnQ Tby T[-1 ¢er Type CI e C3 CA cl C2 C3 64 T1 IH•E. MRr ci C1 CI C4 E€ F 73 1N v •w 41 p__�,�,,,`� 4e F0 r2L2S I 5 Sb a' 1&e' 10,9" 11 5" tea 1.6 b' PS' 12.5' 16.D' Ia 0' 6.7' lx IV 16 rY 100` IIB' 325' 16.0' Ila" tL_ 12 1'_ 14. 0'14 e' A0" 12.5' 1a,0' 1610.i 11.5 L6,0' 14Y' On- ]2.S- I6.0'147' b-0' Y160 16a' i4. 12 S" 1257 1 0 160' 1!]' Ell 14,t' 6A ]25" 325' 36.D'14]' 6➢' 1A,D 3♦ *" till" t i ( C . 1,,1 W-C'MMV set 41 32 72 If' .1-] •EME[0 13 TAR lieu YFA6• 41 L tie T 52 TO S' 15.0"' 36V 32.5 3e•0' 11.1" A SLS' 16 0 SO.a" 63'N8G0 S 6.a' 4.1 1 5 2 ,sT 97" 5 A S D-r ,6'• !1a 2 S' Ll S' 12 S' 12. L25 1, 0 16.V' IL4 T.a,i' IOU" ill.] 54• 1Z, A- 14.N' 96 5.6• 11.5 164ISO' 12. ld7'1F.a' 12.s 6. 1 a %SO 15 O' 1 0 1&o' 96" sb VA" 50 96'- 56" 31 RzY 1Z, S" 1x 1" Y2-S• 32.5' 12.5` ]6 9• 9A6' 5r:5' KO,D 0.6• 10" 3. 6.0. 51a" TV, 76.0 1042'fiffilliffIll 16.fl, %z- 12.i 12.5 L2.S T6M iL4" 12,i li 7' il\5- 12.5 14 a' 91 16A Teti' u0' 9,1" 9, t'" 9I- 12-V 12.T' S25" I Ar A1• 16.0, 9.1' 1..V' 9.1' 7 15• t w e ENaED ! ]3 AI C'In,1 n4Av.,; 41 rear 48 ' WSHaG q 1 52 �1�1 Tx lx 5" f6.a' I ' 'IN'.."., _ 13.5' I§. a" 5.i• ]2•S' A. " 13.6' S.r S L1 S 16 a' T o"V. 12 3• . a- I" 4 0.23, 12 4• 4.r A A. C 2.S' 15 4" f9°"] L I -' f 7'" 4JY '_ 3.25 1 i - 2.3' 4.7' A L2S ]I.x" S.6'123' 47' D` 17Y lY 40 O.S I2. 7r A 7 ♦D° a,2S 1. Y 4.1" 40` 02]' 12,3. 4,r• 4 V ANCHOR NOTES: NH040SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN, ELli ON1, PROVIDES NAAINUM AlA4AYABLE ANC3tOR SPACING, IMAt MUM ALLt7wA6lE SWlNS AYD PRESSUfEL 1NG1CA:iEC t4stew SC ANCHOR ENTEA ANOHIOR SCHEDULE FAMEDON PANEL FASTENER SPAfifIG, THE EXISTTN6 STRUCrllRE MATERIAL, a NatrIDR T7FE SE1FR 17P59GN LCAD u'RFATErN iTWN Oa EQaAL TO IEGATEYE OEStGN L'.A4D ON 54KliTER ArrU BRAN G EA TNaM SNVTTE SPAN, 1iEtEci BEAT raft E TO R SELECT Z4 AL TYP T M NT N CCFINEGiION E 0ASE0 CMd APPMJPti1A E JU ING SAIOR Qi6 S E PL7tJNT1►K; OE'fAEl7 0 t (E £thee"F 2 FrOli �N(f EiCAiT'�1 OF DOANFCI EDN TYRE t AFEL 45 ENERS° ARE STUDS USFG IN C?x31(rN . n ICNJ If4t'TH ALL Mfll]NT111G EXTrYUSidFFi r'F"-TPACK' ST UDDED ANGLE ETC Y USE 6.25OC PAWLF NER SPICING TABLE VA11E FOR ALL "P""A"U--HfAOESS (iACLllmHG BUIIL'IOIJT -'DI,IXTZar53 A ANCHORS SMALL aE INSTAUM IN A0001AANIW2WITH MAN 4_TL RE K'kEGDWEND4 1OFs S HOLL:DN' BLOCK HIM STRUCTVAL SMALL CONFORM TO A51714 C90 BIOCA 6 MVCM4JW EM11MM IT SHALL 0E AS NOTeD IN ANC"OR SCE EDULE. H AN lit N AtlNtr4u BNDECfMa9N7 0 kUGE Q6 NCE E-RCtt)� SrUt C7f5 FOP eatCX, .AND cJ T!£Ii h +LL ftN15HES WALL FlNi5111ES 54'141L 11F LIMITED TO 174' hN.rt OR SMALL DE VERIFIED BY DTHE145 TO A T YDE CM. TRANSFER LOADS TO MOST STRUGTUFE & CDNCAETE AIe:H0A6 NOTED HEREIN 5W71L 8E EMBEDDED ®T UNtRUCiG CONCRETE UNLY 9- WHERE EIMS113NG 5TRUCTURE is WDDO RA F„EXISnNG CO6n06 MAY v Rv, 13C-LO NERIFY T FASTENERS A F THtA ANri f NERS ARE lE(TDA T'E WOOD TRMUNG Iyff48ERS NiYr f1t1'YKXHi, A.ASTE3e114R O EQU T -5 TO RLrAasoD 15 AI:r.EpT,>e� cwLr ri7R sine cLdsx:R.e PIECES, To, 100" ERE ANCHORS FASTEN TO NARROW PACE Of STUD FRAMUNB, FASITNER SISAL EE LOCATED IN CENTER OF NOMINAL 2" 4 4- (A0N.1 LYODD STUD If,- EWE DISTANCE 15 AOXPTAOLF NOR WOOD FUMING) ]IOOD STUD 9FCALLBE "SOUTHERN PINE' ; .O.SS OR GREATER UEF1F M. LAG SCREW SHALL HAVE Pict LLIPS PAR HEAD CA HEX AEA1D4 11 REMOYPBLE ANCH1005 ARE MI MALT PANELNATE• ALL-FOWT5 D-SET a BRASS DU5Hg4G 12. AfACYU E 5_REWS 9NALL HAVE 172- MINIM ENGAGEMENT OF THREADS INTO THE BASE ON04M AND MAY HAVE ETT ER A PAN HEAD, rPtUSS HEAD, CAL WAFER MEAD (SJDCWAt ISOLT) 0 ft 0 11. MINIMVM EPOED94ENT AND EDGE DISTANCE EXCLUDES St UCCO OROT HER WAILFTRISF�,. 14, r DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCERTAaLE us r i. 15 * C4REr1 MOUNTING ocwD3T*N5 1E t3NEAR INTCRP+aLATION 15 P03T PERM[TTED F'C4k USE IArfR} THE ANCHOR SL:H FD0X5 U5Te0 led THIS SHEET t^,o ^W W C _ CU ^' W ► �U � O� .� N O � Q- O ca .� C-^^ VI U -0 U -0 _0 O O Q O O L.L CIO Q > '^CU'^ v/ •Cn O VJ L ^' -&-di !� -0 .� C/) Q E Z Z W J cn1; ­1A­Aj CD`^W na) W O L_ U) 0_ 0_ Q a) U =3 Cu O L 0- 0 a) 0 La. MM W LU = I Z Z Q J IZ SHEET NO. SH 10 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 31F CEMENT PLASTER 12 MIL DRYLOK EXTREME WINDOW FASTENER 4) SEALANT JOINT OUTSIDE EDGE OF WINDOW BUCK-----\ U 5) SEALANT FIR WINDOW FRAME ACROSS WINDOW BUCK AND EXTEND To MASONRY 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME CMU - MASONRY BLOCK I I, SEALANT AT WINDOW BUCK TO MASONRY 2)SEALANT JOINT INSIDE EDGE OF WINDOW BUCK WINDOW FRAME ATTACHED PER CODE REQUIREMENIFS 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2,5 3A"CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE WEATHER RESISITIVE BARRIER WEATHER VE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHERRESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS- 1 . Cut, fold up & temporarily secure weathe, resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FWP01 00 NO" BOTTO ri AAH'I SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF-1VA'DHERED FLASHING e_x FRAMEWALL PDUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (�) in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2- Install flashing and weather resistive harrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6, Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner & Mechanically fasten as necessary 1/2"DUROCK- 8"CMU 4" OR 8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED --.- VINYL SHOWER PAN ',SHINE 1 2 0 MOM AM WP07 A NEATHER RESISTIVE 3ARRIER EXTERIOR DOOR WITH DECK - SECTION A EXTERiOP SHSATHtNO, 3'4"-1" BEAD OF CONSTR ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6", LIS= LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECT ION -A (SEE DETAIL SELF -ADHERED FLASHING r CID SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING OUTSIDE CORNER l z 11� 0- cc W CAI LIJ U W X Ir W ?0 . rn DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -- 314"-!" BEAD OF CONSTR (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB s®. USE LIQUID R703. 1.1 Water resistance. The exterior wall envelope stall be designed and constructed in a manner that prevents the accumulation of water NA61CAULKING CEMT, 4ANO tali VVEA I HER EXTERIOR PROOFIL within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of FIN. 1 SE LF-ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. 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 SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers, shall be installed as required in Section R703,2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper- The 02 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. SELF -ADHERED FLASHING I W Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance P02 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, SHOULDER substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHINCiJAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING. SEFLASHING SELF -ADHERED FLASHING----, shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLAW3ED SE '3 (SEE DETAILWPO 1) 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 waterto the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (8UORF FOLNNG, �-­ORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and SELF -ADHE RED FLA'SIL �NG EXTEND A MINIMUM. Cy- RELEASE PAPER TO EXPOISE VERTICALLY Mokl ADHESIVE AS SHCWNI contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as SOTTOt1 (-IF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings THRESHOLD 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 2 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 1A The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 'R F IN _A ERS ADHERED 7 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 6 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. ) 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1A In accordance with FMAIAAMA 100, FMA/ AA1AA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. WP05 INSIDE CORNER WP06 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3. Under and at the ends of masonry, wood or metal copings and sills. CONTINUOUS BACKER ROD & SEALANT (AD -.LF-ADHERED FLASHING 4TCH �HERED FLASHING 2 5 Wl 0V FOUNDATION WEEP SCREED S TRIP OF SAL DRAINAGE PLANE WRB ROND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3- 1 /2" INCH FLANGE THIS NATU DO N, DRIP ACCE SOFFIT/CANTILEVER 0Q> _c_— CU > (D 0 0 0 CU -8 0) 0 W., C/) —C U 0 0 — ja 0 0 cu 0 4­0 CU %*_ C:) CU > 0 cn Cc CU .0-0 C:L U) < 4, 4. Continuously above all projecting wood trim. MAY 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 2 10?3 2 6.6.At wall and roof intersections. --Water Resistant Barrier 7.7.At built-in autters. LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEA THINC,'OSU. PLYWOOD, DIENSGLASS Lath Sheathing Stucco f "10 " TURAL FRAMING - TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WRB rH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 718"Cement Plaster in aocordance. with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16' O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2'to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE Virtual I R w Assist. s s Ist In n irtual Re ew Assist, In Plans Review co pleted and ap Review - wit h C for compliance withe 2020 FBC 7 D by Debra A e Klahr PX2300 7/9' Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Mallufaut. Specs. 112" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ICU (D ca > a .�.rr �a 0 CAI CU co M LU < z z 0- SHEET NO. WP1 so TAPE EDGE OF HEAD FLASHING REQUIREMENTS N WALL FLASHING— R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A 7fWEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE STUCCO ON FRAME - 7/8" TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. O O U 3-COAT SAND FINISH STUCCO WALL FLASHING 0 O � � ON SELF FURRING LATH ON 2- STUCCO ON FRAME - 7/8" 3-COAT SAND R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED i-- Q 0 FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O O L LAYERS OF WATER RESISTIVE 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS N BARRIER COMPLYING WITH PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE (U 'p ASTM E2556, TYPE 1 (TYP) COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO �� U10 WALL SHEATHING PER PLAN r 4 THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C O CU Cn WALL SHEATHING PER PLAN Ca WALL SHEATHING PER PLAN SHINGLE WATER O UO 00 SHINGLE WATER SHINGLE WATER oo RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q -2 RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O OVER WEEP SCREED TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O `+—CU TAPE EDGE OF COUNTER FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .y E O O STARTER STRIP = WEEP SCREED--- FLASHING o0 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED tq N L � i CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE CCG 402 -152 sZ CONT SELF ADHERED WEEP SCREED FLASHING TURN 3" UP WALL BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE N0.15 ASPHALT FELT .a .0 Cn Q FLASHING TURN 3" UP WALL COUNTER FLASHING COUNTER FLASHING OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT Z FLASHING TURN 3" UP WALL UNDERLAYMENT z ENVELOPE AS DESCRIBED IN SECTION R703.1. SHINGLE PER SPECS SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE SHINGLE ROOF PER SPECS °p STEP FLASHING TO oo STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED d EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP WALL MIN 8" UNDERLAYMENT z z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INSTALLED IN ROOF SHEATHING ROOF UNDERLAYMENT TO ROOF SHEATHINGL TURN UP WALL MIN 8" CD WITH SECTION R703.4 INTENDED TO DRAIN TO THE WATER -RESISTIVE PER PLAN TURN UP WALL MIN 8" _ PER PLAN ) 'vloll BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING ROOF SHEATHING _ PER PLAN 6„ PER PLAN co EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6 WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO ------------- BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6 6" • DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED NOTE: NOTE: MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED ALL LATH AND LATH ALL LATH AND LATH SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACHMENTS BE OUT ATTACHMENTS OUT METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED CORROSION -RESISTANT MATERIAL CORROSION -RESISTANT NT MATERIAL 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 - SHINGLE TO STUCCO _ ROOF TO WALL - SHINGLE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3" 1'-0" 3" 1'-011 W P 13 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE STUCCO ON FRAME - 7/8" 3-COAT SAND FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FINISH STUCCO ON SELF FURRING LATH ON COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS FOLLOWING LOCATIONS: 2- LAYERS OF WATER RESISTIVE BARRIER TAPE EDGE OF RAKE COMPLYING WITH ASTM E2556, TYPE 1 (TYP) TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL FLASHING WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR BARRIER OVER WEEP SCREED BARRIER OVER WEEP SCREED OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: WEEP SCREED a0 WEEP SCREED 00 STARTER STRIP = 00 STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING HEAD WALL TRIM FLASHING TO :::: INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND UNDERLAYMENT HEAD WALL TRIM FLASHING THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING UNDERLAYMENT TO EXTEND MIN 8" BEYOND UNDERLAYMENT INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE CONT SELF ADHERED FIELD BEND PANEL UP 1 1/2" UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING TURN 3" UP WALL FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN MANUFACTURER INSTALLATION INSTRUCTIONS INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. INSTRUCTIONS 'Z' CLOSURE MANUFACTURER INSTALLATION _ - 'Z' CLOSURE co INSTRUCTIONS 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 'Z' CLOSURE STANDING SEAM METAL 00 STANDING SEAM METAL `r a0 REGISTERED DESIGN PROFESSIONAL. ROOF PER SPECS 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM META_ STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" V ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" ® PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. ROOF SHEATHING 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL PER PLAN ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. NOTE: PER PLAN PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ALL LATH AND LATH 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. OUT OF CORROSION FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL -RESISTANT MATERIAL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO STUCCO _ ROOF TO WALL - STANDING SEAM ROOF TOSIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3„_ 1 ,_O„ W P 14 3„_ 1 ,_o„ W P 15 FLASHING AND WATERPROOFING METHODS TO BE USED. co MAY 0 2 2023 -4-0 -� N O ca Virtual Review Assist. Inc. > Plans Review completed and appro e 0 for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX2300 O Q -�--+ O U L O L Cn co +� m W Q Z Z Q J a SHEET NO. WP 2,0 STUCCO ON FRAME - 7/3" 3-COAT SAND FLASHING REQUIREMENTS }CU' FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A FINISH STUCCO ON SELF FURRING LATH ON CU WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE PER ELEVATIONS cn 2- LAYERS OF WATER RESISTIVE BARRIER }, Cl)COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > 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 AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O FINISH STUCCO ON SELF FURRING LATH ON SHINGLE WATER RESISTIVE CU 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTANT BARRIER BEHIND THE C cu IZ SHINGLE WATER RESISTIVE COMPLYING WITH ASTM E2556, TYPE 1 TYP BARRIER OVER FLASHING PER ELEVATIONS +r BARRIER OVER WEEP SCREED (TYP) EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO � V � STARTER STRIP THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C CU O O WEEP SCREED SHINGLE WATER RESISTIVE SHINGLE WATER RESISTIVE (D U BARRIER OVER WEEP SCREED BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O 'i HOLD 1/4" AIR GAP HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q C O BETWEEN WEEP WEEP SCREED BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL C C O Ll- 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 O > UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE ._ O COUNTER FLASHING BETWEEN WEEP COUNTER FLASHING BETWEEN SIDING AND O i SCREED AND FLASHING FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cn +-• CD- CONT SELF ADHERED FLASHING TO CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE s CQ a - 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 � .� Cn 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 R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE TURN 3" UP BLOCKING TURN 3" UP BLOCKING co PAN FLASHING 6" MIN PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR s7l ROOF UNDERLAYMENT TO CEMENT MORTAR ROOF UNDERLAYMENT TO SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE 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 PLAN 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 SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. -RESISTANT MATERIAL 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 _ ROOF TO WALL - BARREL TILE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3„_ 1,_Q„ W P 16 3„ 1 �_011 W P 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 SHING'-E 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 STUCCO 'J' MOULDING WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER HOLD OFF BRAKE METAL RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN 1 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. k 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. f 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. ROOF EDGE DETAIL THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 3„_ 1 1_011 W P 18 FLASHING AND WATERPROOFING METHODS TO BE USED. =W ICU MAY 0 2 2023 -�—� ♦._, CD Qa) Virtual Review Assist. Inc. C6 Flans Review completed and approv 0 Ivr compliance with the 2020 FBC 7th Edi ion L— by Debra Anne Klahr PX2300 0- 0 O o ^^L CD c V/ CU CU w ■ ■ ■ Q Z Z Q J a SHEET NO. WP 2A