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HomeMy WebLinkAbout6230 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEM r - 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 1z� = KEYNOTE CALL OUT O = PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LG-2 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 PTO - 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 IRS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WOW - WINDOW W/ - WITH WD - WOOD HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW l ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 ELEV NUMBER 4 A15 SHEET NUMBER 3 E?_T ARROW SHOWS DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 11'1 El NT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 ;SHEET Al SECTION NUMBER NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD 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. L E N NAF11m LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551. VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1 ST 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 RECENEI .MAY .18 2023 MAY 12 20V23 Virtual Review Assist, Inc. Plans Review completed and roved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO TH9 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. V'V j Do ^T) P � z Q. to 4) (D L 0 >o E o u N ff� V = U M � W 5 o, ` :Eo 2 g m Q U W O E'0 70 ho ~ OQ w� w w2�0 W CD LLI W=O�J¢O¢�¢LLUOO Q Q U JDa0I�u-°z1d� 0U)xoZ020o0Z=0 wu5f�a�U 0Z aww2X¢ �ow�-Wwoa0 Q¢io ¢U_ Ow Q wo a SQ a ��w R O O Z cV OW H (n O ��cMO (n MU)U_ d' Q LLJ < Lq H-Q�aM fY0-2� zv< W J O O CD o 0) o 0 0 O z a 1 O LoU>' � N M sY o 1n o cp 1 � I ¢ z O zw 0 W U 000 " I O gz5 pw0 o� -� Z a o�. W Ln 0 F-F_W 0 Zp= • • W §�2 Q Q U zwo � azLL 0 3 e. Z 2 pU ow W 4 Z CS w W� o N LAST PLOT DATE • March 23, 2023 z r J COVER SHEET ►- U LL H � ELEV (-) 0'-3 1 /2" 53 30'-0" ELEV. AT 0'-0" 8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 12 81-81' 6'-0" 15'-4" • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF 2'-10" 3'-0" T-2" - 3'-4" 3'-6 3/8" 3'-10" 2'-5 5/8" 2'-6" • MAX. DRY DENSITY r TREAT SOIL W/ TERMITE POISONING OR I O • BORACARE TREATED LUMBER IS AN B LH ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) v 2 D GG M S3 Q' S3 13'-2 3/8" BRG WALL 0 0 -v 0 v Q' I F.F.E. (98.37') NAVD 88 w m I 13 IB.F.E. 92' NAVD 88 w I I GG S3 Q, I I I L_ C.J. �—-------- 14 B 15'-3 5/8" �Q r-i SINK \ ELEC �1------ J +L ------ _ _ _ --- 10 _� �! II• O SHWR Q, N II i 1 11 5 II 4'-2 5/8" 11 00 II L __ . 1 > T Z M J U) __ —J — 14'-6" I bo CC REF II 6 00 S3 r- ' I � _ II 13 1'-I it G 14 I BOLLARD S3 I i p ) .. — Iin 0__C.J. ELEV. 0- 4 I th 8 L O F- I ° 13 0 al------" —�-- — C.J. — 9'-10 7/8" L 9'-4" _z V 30'-0" ■ MEN 00 ZONE ffiffiffiffil --------------- -- 16'-0" 18'-8" FOUNDATION PLAN (ELEVATION B 1 /4" 1'-011 00 M O d 0 -v 0 v v 0 v 0 -v 0 O -v co FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE 5O SINK - KITCHEN REF 7� WASHER 8� W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. I� j MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C I MONO FTG 16" x 12" DP (2) #5s CONT. MAY 12 2023 VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editic by Debra Anne Klahr PX2300 Qq LO 00 Ln W a w O -i w 0 z Q n� > o0 o W L -L '0 q U MO ff '' M U vi -0-0- x M E ` L � O NINE � g a � �a��i. •:%i W Q N N �k ^` 00 C)M W L O CO V) w OF w Woo U_-J LL U Q_ Q I— P QQ-_j 0�OQ)U_ < 0 Z LL LL— 2 2 H Q 0 W§O_20R00M2S 0 0 O U O Z cn�cL�05EwWV5Xw<px_j W zQ Z Qp� �LL o_< Q LL Q 0 - LL if O Z W 0 I- 1j) 5 ti D F-7 M O M QLi- � U) Lo I—WM Z00 V ~ W W J� CD ICI N a N o N o N a N o N 0 5.20 O O O a r O O tU- O 1 0 N� w o 0 0 0 0 o LO "j r- N th 4 LA (O 00 cr<Z aZ w O w coo - 0 U VU� F— =)z> o w Z aro a Q Lr)= w m=w H F'2 ~O (V W zo= QF-Z) 0 z1x0 Q U gwLL Z Z U)z 0 12 _0 m z z w W J O LAST PLOT DATE . April 25, 2023 z 0 J MONO FOUNDATION PLAN B I"P PT�y..�flill�ili��t'_,�-'i -r . � � �P'pu•Wu+'"�,.r-.'y1r�Tl■tA 14'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN Co 5068 SGD 30'-0" 10'-4" 6-411 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11 / R-13 KRAFT FACED 30'-0" 10. _ 2'-10" ,_ 24'4" 2'-10" _ (2)2X6 HEADER 3 1/2" 2'-0" SEE M S6 - TYP. SH 25 SH 25 2ND FLOOR SH 25 H D AT T-T' HD AT 6'-8" HB EGRESS WINDOWS D AT 7'-; t EGRESS -. -. -. -- -- V.EGRESS BEDROOM #2 GREAT ROOM p 10'-0" x 12'-4" 8 CLG r- 8 8'-8" CLG v (V 7 5/8" 16'-0 1 /4" 6'- 0 1/2" 101, 5/8" 5 _0„ 7 k(22) BF 6" WALL(3) STUD HE CO HEADER N BEOWN ��, SEE Q/S 4 12" N D� SH 17-10 5/8" 11 9'-2 1 /4" T-T' 16. 211211 2X4 KNEE M WALL, TOP a a AT 34 1/2" u l 18CC IGG O° u a . O w BATH p 8'-8" CLG DINING ROOM o u C z a- `O CoTP 8'-8" CLG 9 u u V5 Es RANGE u u W/ HOOD C( TB N CO II ai - IIa V%Q-JI aL---- p) = 1' 3" N _ ih J Go = O - N ti i14 N 1 o H ,� _ e _ Zv 7 5/8" 0 6" WALL �p 2'-3 1/2" " u p 3'-4 1/2" 6'-3 1/2", -3 7/8" 8 -8 1/2 �� 6-3 3/4" 7 5/8 = O 1 PLUMBIN N PANTRY 51/8" A3 STACK WALL N 6'_7" REF tinO�� qT B.U.C. 4 16" CN 3 G - 4" INSULATED D/H 3 NA2,F Ns S3 \ BRIG WALL PROTECTIVE � (3�STUD N _ CC LUMN BELOW BOLLARD N �20 MIN FIRE RATED J co 00 DOOR W/ WEATHER S6 iv - STRIP N ---- (2) 2x8 �_ 0 HEADER SEE Q/S4 TWO CAR GARAGE 8" EXT 8 in 4" INSULATED 18'-9" X 20'-0" FRAME BRG WALL WALL -� 7COFOYER ----6 °' 8'-8" CLG 5 co CC c S3 N 2 1--------- UNEOFC6RACEIN — OPEN POSTION A ° ,{--SEE DETAIL D/S3 00 P uO / I FOR FRAME WALL TO CMU CONNECTIONS SH 1/2 AT6' if31 " [HD EMP.G CIDTIE BEAM TIE BEAM -7 4'-1" v -1 o0 bo 8'-8" TRG 16070 HB OP -,TIE BEAM LINE OF STRUCTURE W 0D ABOVE m Oo 1 �, " 17'-4-V" 4'-0" 2'-0" 3'4" T-0" 30'-0" L ,TIE FIRST FLOOR PLAN - ELEVATION B 1 /411 = 1 1-011 Q2 Wm _I00 y LU F= • 1111tJ : :►LtilltLTll/tUtlflfp�tlfl/Ltltl,'./ltp�t�t111fitlTJ, Lt/,T/titlfltlTl 1J,Ti7lTltittf J,titlfitiTitltlflfltitl?ltltt` tifltlt�tltititltltLtLtMMI : i « BEDROOM #4 BEDROOM 1 60 r « ��13'-0" ~ •• - L-11 j CN - '• BEDROOMCID ---=' M 1� « :• - LOFT / 1 1 J71� 36" LOW « WALL « DRAINDN - \ SHOWER / .• HEAD & VALVE ♦IINN "ap -713 OWNERS SUITE CON C14 RAILING 1 • • tiTitLtitllJ : :'�AT�aTIT� • HEADER r . FLOOR 1E WINDOWS SH 1/2 34 MSTA36 STRAPS HD AT T-3" TO FLOOR r�11t1Tlfltll : : LTCi,iT11111T1TF I TRUSS BELOW _ .. �Y�UAtJ,t�t�tlTllp�TJ : _' T�TJ,dt�ti'.7/,TJ,TLUtJ.:: ,u Ir 1-_ SH 25 SH 25 EGRESS 1 1 1 1 - 1 M1 I SECOND FLOOR PLAN - ELEVATION B 1/411= 11-011 -4" M N i�_ w c=na� pW -4" 0) 0 M LO -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW .l GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM,1/2" GYP 8" CMU 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO j3 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'4" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 33 403 TOTAL SQ FT 3016 0 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 May 12 2023 Virtual Review Assist. Inc. Plans Review completed and app ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 3 WALL SPLICE DETAIL N.T.S. 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 1 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH ST&D ljD W/AP C SIDE) CENT �� NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w I— 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. .��.. •cam �,. _ �� �. ��,�',_ Cq N e i ^ z Go u7 AROO A', J Z q( Q W a 0 z N N Lo E 1 0 S p L 'C '40 W N U In � d 4- C3 2 u a u �8 O a Q .L w do N UN C Q� s` a - .m CO 6 V ^ G LU (6 w 0 O� UQJ� oW �Qa�LLopno _oawirQOxoaQQZ LUL_�jOq LL��>YOi0waOZZw 0�- O ZWWH~—wwaLL a a 11 O LL O Z W I U) O 0 F M Q01 M W U) II y F- W vi 00 Z U W W Jo nj (D O O p N N O N CD rl- - M co CD O Z ' N w000000 '- N M V 0 (O i n M�Cr W VJ Qz w O +� W 000 00) O V V U to L0.0 O or< -� t— Q ♦� Z i— a -a a WLn LU L F- N 0 zo= ■W CIL zero O Z U w� az Z N F pU ow M� W Z A2 z J LU 0 LAST PLOT DATE N " March 23, 2023 z O 1 ST & 2ND FLOOR -- PLAN B RAILING ON OPPOSITE 36" LOW WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. --------------- ENGINEER \ \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL \ \ 42" H. SLOPED LOW WALL ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 2 SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON 1 THE ENCLOSED SIDE WITH I 1/2" GYPSUM BOARD. FBCR ' 302.7 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAI 4 • - - -A 1 - Xy VAVA��A�VA�VA�VA�VA�VA�VA�,AA/��/� / V VAAjV� y STAIR SECTION 1 /211 = 1'-011 SEE SHEET ST I HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IWI FBCR R311.7.2 i. 10" d1l" NOSING RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER---/ STAIR DETAIL 1 /4" = 1 '-0" LANDING \\//\/\\/\\; MAY 12 2023 yVirtualview Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 M co ' J Dpc,,2 Lr) ' CO IUD s " AROD 5 �, �, " ¢ W 0 z W L .0 �O U M CO Q N V C E 0 cl: o Q . N 0 � w 'O �. < U Q N ^` W L p E7 C7 W w �W 'WW J W O H ' ' Z ' =Z)�.-j 0 �LLY�0JO Q JOOXOOM I" � ZZCnw-ZwWw ¢OZwa ZWO,O W� RQpZO Y OUJ¢LL aQ OW ¢¢ ' Oo o❑¢�a LL u- Z N OW > M Or-- u') —j It LL f-- M Z U W ..J O A I � i O o e- as �_ N O o i O Z o- CD0 O ` U.) u') �j r N M `7 L0 (O V Z (%� Q w O 0 L1.1 V azz UVV5 (o O ova - T� Q �"I Z I— " CL a L0 = w m=w ��2 N W 0 zo= O zwo C� Q U gWx Z a Z" .. Z �� 0U 0� m z A3z W W J i O V'- i. LAST PLGrfr DATE N z� J STAIR DETAILS O -v 0 v 30'-0" GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING) 0 � � 1 • 1 1 ''��r- ■ ' 1 1 � it ►I r Ali j r �I� ►W2111111111111:2�IW�IW,a 1:1—: �i—ram �•.. / NOW ♦�♦� `• •c O �I�,•.•, / ,I � NA IN D /, EMT \IlOwl \1\\M�� 1 1 1 FLOOR FRAMING PLAN (ELEV B. 1 /411= 1 '-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS U_ C'M 0 bo 0 ih g M r- O �o E� ',-SIMPSON HT' FROM TRUSS TO BLOCK CI 1 ✓� M U U U U') co U U U CJ1 CJ1 ii rl II II II I I II i I I CJ3 Ii II EJ7 I CJ3 � II II II II I I CJ5 II II II II I I I CJ5 L_ __J —_J A9G I I � A7 DROPPED FLAI TOPS OF -Z �1 HIPS FOR FRAIL G -J ----------- -- -------------- - 11 (GIRDER NOT OPPED) A5 - II I I I� II 1 ---- ------------------------------ 11 I Ir --- -----ir--------------------3---- II 11 I I I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER i L-------------- il I i 1 AHU IF NEEDED (SEE ENG) — --1-----------I —--------------- - I II tl-r A1A II II 3 II II II II II II I I 1 L-------- J I 1 I I I I I- 4 11 ---- - u II I ------------------------------:1 I I II » ------ —/L--------------------------- II Q II II C II II M 11 II 11 C II II II II 1I 11 o N J 11 II $6 j1 11 A2 _________________ 1 r---1 r--------------I" T---- --, I I 11 II II II II I II A4 11 II II II II j1j1 11 LLL ---------------------------- ---- 11 II I A6 F----J I I DROPPED FLAT TOPS OF I I r HIPS FOR FRAMING I I 1 j (GIRDER NOT DROPPED) A8 I I I I I I I 1 I I Ll I I --J L----------- A10G T-O'{ i 2'-0n I I t CJ5A OF L I II _ ---- ---- i m CJ3A i- II EJ7 U' 1 1 I II II II � I II CJ1A 11 ij o ' II II Q I m °Q U U II I 1j II 11 BGE 0 CGE 0 10'-0" 6'-4" 13'-8" 30'-0" ROIOF FRAMING PLAN ELEV B. 2 1 /4 — 1 -011 HANGERS d 6 = LUS24 SIMPSON Q = HTU26 SIMPSON J L = THA422 SIMPSON SHINGLE ROOF HEEL= 3 5/16" PLUMB CUTS SHINGLE ROOF HEEL= 4 1/16" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT, BASED ON 8'-8" A.F.F. TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H1 OA'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 GTHERWISE 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 CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES (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) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — CJ5 o CJ3 U CJ1 U 1'-0 5/16"fi 2'-0" 1, Z-O" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or less 30' to 60' Spreader 60 degrees �. .l or less 2/310 1/2 I line T span app— rox. Ta line r aPan approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. " PLEASE REFER TO BCSI-61 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 = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT I WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 20141 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 I ACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOti'ti'N ON ENGINEERING. LOAD# DESCRIPTION INIT, DATE R/01 CRTD FRM 2551/A SLC 08/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RB01 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRA VERTONFLRTRUSSES ® EXTERIOR WALLS ARZ 10/19/18 RD01 Revd cant at garage rdg 9/19/19 RE01 REVISED FTG5 LOADING ARZ 12/23/1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE; (800) 959-8806 FAX; ( 863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :V,\ROITJS MODEL '551 CCA PROJ/MODEL/ALT 7A2/ 551 /B ALT DESC: OTC LOT BLOCK DESIGNER PAGE SI1C DATE 1 06/11/15 LAN# EICAL4 N317639R "=1' 4 it •',rd y 3 w ' °C' co CD J y Do ch ' ' w LID ` A z UJI W 0 Q V) N LO — /� > O R 0 U v� M s ♦., M N V d -E o u 8 .� o LL g ° .Ns way W E70 L G. VLU WUUJ W mwW �O �Q03( 0ZE9- Q� Q 1 J 0XLLQ0,J0 �U' OQZ0, L_OZM_Q aU) X0z0X00C0Z wV5'xX48 HQa z O �Oz 0)LLJ11LLJ�nW W QI�¢aOw9�zWLL woWV�Q LL pW �F-j_ �W, =O Oa �QZ �QLL 0 O Z W O I- U) O 0U)CMO LL d' z QW<CLo N� tl M LL 'r, 00 < >- ZUF- � WZ WO J co M 12 02 Virtual I Plans Review evie ads I i�t, n�. for compliance wi omp h th de and app ov h Y Oehra 20 0 F8 7t E nne lah ! x �j P! 3 i D O O O +M N eM CDr— o o N o p 0 0 1 O z O N '^ w > q .- c o ri 0 �1 0 L ri 0 cd 1 �1 ♦ L0 1 0o 9 aZ O W zW aoo C) 0 V 0005 Lo .0 o0. Wo r� Q �"'� Z a�a UJI Ln V—' mF-o N tY zo= .. W ll <I-� 2gn 2 0 ZWO Z U wW azu- O� Z _;� Q0 0 z A4 z Wa) J s LAST PLOT DATE 9 • March 23, 2023 - z ..j 0 I. J FRAMING PLANS B N - 6 �`fi 2 LBS. EPS FOAM 1 1/2" 5 I V 11%111.— 1 1 II = 1 1-011 7 �� CV 0 2 LBS. EPS 4 FOAM 04 2 1/2" BRACKET DETAIL 6 1 it = 1 1—nil 2 LBS. EPS FOAM 4" 4" 4" 4" 7 1 1- N-4, 1_n1I 041 1/2" 'v 8"X1" THICK PAINTED RAISED TRIM BAND- ;0 L;Imm 12 51 8 A5 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER ELEV AT 10'-0" FLASHING 2ND FLOOR FF CASING BEAD W/ WEEPS OVER FLASHING SHINGLE ROOF-, ELEV AT 8'-8" T.O.M. WEEP SCREED TYP. co / M F, .1 mi 0 IL � "Ok 1 /411 = 1 1-011 /-4'OFF RIDGE 12 VENT SHINGLE ROOF �I■IIINIIII�i. ..aiauumruaw■aw■uw.._ ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF C? C.J. FLASHING ROOF FINISH PER ELEVATION ROOF SHEATHING ELEV AT 8'-8" sk MANUFACTURED ROOF TRUSS T.O.M. SCREED TYP. MTL DRIP EDGE 2X4 SUB -FASCIA ON CMUO ELEV AT 0'-0" ALUMINUM WRAP 11-01 1ST FLOOR FF ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 81 SOFFIT DETAIL AM" = 11—no, 0 10 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 11 = 1 1—nil 7"XV THICK PAINTED RAISED TRIM BAND 6"X1" THIC PAINTED I TRIM BAN 11 = 1 1—A11 I I 3 � I z� I 3" 9 A5 WEEP SCREED 5'-6" -- 1'-4" TYP. 01 Lj Ll L-1 I I DRIP " SCREED, Lj L-1 L-1 AT BOTTOM OF BAND D El El El 1:11:11:1 I — u __ u — u — I=---- u__A ___ ocnw _ * 7/8" STUCCO N OVER _ FRAME A/C UNIT AND PAD r• 2 REAR ELEVATION B 1 /8 - 1 -0 4' OFF RIDGE 9'-8" 6-0" 164" 51 12 VENT IILIuN,SHINGLE 8 00 ROOF A5 a ON 7 - cn v 1 -0 0 0_jEELEV AT 18'-0" _ _ ' T.O.P. — N - — C.J. z C.J. C.J J = W ELEV AT 10'-0" b w a0 N 2ND FLOOR FF 3-0�7/8" STUCCO cJn Sri OVER ELEV AT 8'-8" _ - _ - - - - - - - - - - 12- ' T.O.M. I 4' OFF RIDGE VENT DRIP ,V, ( O SCREED STUCCO WEEP - 21-0" STUCCO SCREED ?Q OVER CMU TYP. � ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1ST FLOOR FF 0 0 (:D �1/89�-Tl ELEVATION BLSL� OPE pw pz SLOPE 1-On 5:12 'v> v> 5:12 4' OFF RIDGE VENT SHINGLE 8 - - - -- A5 5 ROOF ELEV AT 18'-0" _ T.O.P. C.J. z C.J. g J = 9 CASING ELEV AT 1 U-0" o � w c? C.J. A5 BEAD W/ I W CL 2ND FLOOR FF �7/8" STUCCO N = OVER 1,7 WEEPS O N OVER FLASHING U) Lo ELEV AT 8'-8" 12 SLOPE SLOP T.O.M. -4 - — 5:12 5:12 It A/C UNIT WEEP—/ 7—F AND PAD 2 -0 - 5/8" _ SCREED SLOPE STUCCO 0? � I_ OVER CMU icy TYP 5:12 ELEV AT 0'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ W 1ST FLOOR FF \CIs' LOP 5:12 (DLEF1 ELEVATION B 12 RO2FLA.NB..... P 1 /8 - 1 -0 1 /8 = 1 -0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A 'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" 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 VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT O 7 r � 9 M Ln u0 awl, 6z0, 5 a W 0 z V) E M.0 V)V moof `•'a O O u g Q ° •N Z' w C _CN C �1c.0 W L c E M CA o O a W W Ow u� WOt- LU LU _j WWI''zo: ¢ z xOji.j(nO�m0U-0 Q H = 0U o_"o2oomoz- < O O W O Z �� LL j Cn W W��� x< ��QoWQ�zWzowoo, 0 X J LL $w 1w25 o D oQz LLL ¢ 0 F- ¢ , R 0 Z W O� Z) t` OF.:cMO Q M � � F— W 11 M Z U W W JQ CO r Virtual Plans Review vie s I n or compliance wi h t d a d . Pp v by Oebra ne 27 Iah, IIP FBI' p 1 l) th dit on O o O o O o N 0 M a 0 O N O z o �0 o O NN NN 0 ' Z O N to w o O O O O a ^ U♦ N M 'i 6 (p co � W Qz ♦-+ C)W W z oz 0 U ��� O Q T-q Z a_a Q = w 0 ��� O (V zzo= ■ ■ W <�� N2 O zm0 U W Z CLZI �z Z U 0 _0 W z A5Z Z W W J "C"_ LAST PLOT DATE U O March 23, 2023 O EXTERIOR J ELEVATIONS & ROOF PLAN B A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-0„ LEC IETER 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 PUP.POSE 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 Dyer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH �4 SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET io TRIM o c> BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL Qz SC—SMOKE DETECTOR MIN. 11 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 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 6 STRUCTURED WIRE OUTLET be SWITCH AT 36" co 3 WAY SWITCH AT 36" -64-1 4 WAY SWITCH AT 36" -.0 PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" J0 PUSH-BUTTON DOORBELL {A} CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER -- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF `_- APPROVED BY Cl 50W MR16 4" LOW VOLTAGE OWNER `Cl 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ COS SMOKE 0si SMOKE DETECTOR rU-182 UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP c 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 tm 24 ;:R 24" VANITY LIGHTING FR;F36;;;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING Q EXHAUST FAN/LIGHT 0 EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND ti 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION Z3 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR 8 A/C REGISTER (TJ 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. W L .r'0q U M 0 IMF M2 *- � M 4— N - V -80M 4) E- �_ ors �� .Ns way ■ QN C L OCO /* WUZ �WW QW Uw 0 Wu-W�_0Mmv0 (Q)r ? 0-�jo3�-dz�zmoF-Q )oog oOOE00mzz O O wwLLCr< cn0z�zo__�WO Wz�w�QOQza.¢ M H� 0Q zLL 0OC3� �¢w O CN Z OF_ (-1)5 � O �_7 M C)Q U M L) Ln F-WtlM Ira2v- V< Z W W _j0 (0 �2203 Vi Plans Re for comPlian ual ew evi °� w A lef'e silt. A Inc. apP by 0 a ih wth ra nne 20 OF C7t e Edi ion I Klah Ip PX I 300 o 0 O 0 0 N 0 M 0 O 0_D 0 0 p N 0 N 0 N 0 ' Z O N 0 e- 0 N 0 M 0 'V' 0 6 0 CO LO M z W (� "i Q CDW Zw moo O V UVm LO O ova Q Z = a —a W Q � mitW N zzom W � al�-� Q 0 U zCto gZLL u_ Z Z U)z OU Q W z z W w J r LAST PLOT DATE N Z . . A. -a 0 March 23, 2023 J 1 ST FLOOR ELECTRICAL PLAN 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 S 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. SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS) 1 /411 = 1'-011 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 19 SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz kl-'SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED IHORIZONTAL AT 12" - TOP PLUG IS HOT 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 69 SWITCH AT 36" 6i 3 WAY SWITCH AT 36" -64-1 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL -£A} CLG MNT LT FIXTURE -{t} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE { WALL MNT FIXTURE NOTE: 1 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER ) 50W PAR20 NFL 4" MINI ROUND RECESS ,oil 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL 1 - CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cs SMOKE DETECTOR C SMOKE DETECTOR CU-182 UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT ® 48"CLG MNT WRAPPED FLUOR LIGHT 97-24;;g 24" VANITY LIGHTING F;7uF 36 :7mR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (% EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND ti 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION I§Fm;l ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER (1)i THERMOSTAT OB 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. W %. -C 'O U m N m:0 N U M 4) ::) O c o g) 5 M s Q N 00 E� L m LLI w �WW J O OQ J Q QCY K0�QQ o<Z-6YO08ZZp�cn Oc�J¢oOU U)O Z¢ jw 5LL¢aCQW_�0W_�oVZW_w z �¢°ad LL ¢Ow 2 -I.- W0 b p SQZ a Om LL.¢ O H�Il S O O ZW OF__ (D) ti M O z 0 Q � M � W LLz W ti < W < c+M O 0 Z Z��, W w� J O d' Y 2011 Virtual Re Fiew Si t Ir C. Plans Review c pl ted nd p r e r compliance wit the 02 FCC 7th Edit* n by Debra A ne later PX2 0d O O O O O O O N O N O Co MQjQQ O N N O N N i O z O Co .- O O O ' O N,^ w CD O O o O O � M Cr w () Qz w O W Z Co 000 O V UV(p Lo Or< -� Q Z—a Q F-Fw N w zo= ■ W�� CL O U zwo wLL :5W LL QZ F pV ow J W z 'W w W J h N LAST PLOT DATE • March 23, 2023 O 2ND FLOOR 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 CONTR%CTOR'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 II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. N HOT TUBS, WHIRLPOOLS,SA NAS STEAM ROOMS BATHTUBS AND SHOWERS. 5 GLAZING IN DOORS AND ENCLOSURES FOR 0 U S,U , 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 R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7• "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-1.4. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2,1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR I = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1, 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1, 8, DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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) : 31/2" 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" awayfrom the building side walls. 9 3. Irrigation/sprinkler systems includingg 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 - C7ncrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemipal 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 9xi +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AInTC- 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" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 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. for M 0 �� �.1 J D0/./ �, Y1 u7 ti ®� t00 :n O d W Z Q 0 > W L. 0 o ` �� C)tM � ti � O �C'3 g co") V Q -p _ °i E` 2 0 LL QQ "r✓7 w sD T V a � 7W IV O � � V v ^ a V, LU w U.1 F- W� W J W Q 0 R w= J 0 l Y LL U O O O L L Q Q U J ao zWLL ZM0ol-aa ago: az0W00'Mz � Z �QapZY40 ZLL00Lu CL -0M how fn U_ QLy Q o~= 0 LL LL i! 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VERT INTO STUDS (NOTED THUS:—) I METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* `ONLY APPLIES TO LENNAR TPAIJAX** 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 ATTACHMEN r FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H STUB -OUT FOR GAS METER O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d 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. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" Two 3/4" wood panels or 2 x — 5000s 1.8/1.7 wood panels 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° fi 1/8" gap x + FILL CELL — STD. 900 HOOK r— BOND BEAM DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° fi 1/8" gap x + FILL CELL — STD. 900 HOOK r— BOND BEAM W STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR ........... .......... . .......... ............ . #5 CONT, FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. � 4 max. 7' __T Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2'tin. 4" max. required when indicated or 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 Ya" 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 cNumn wi inaris 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 consideration. Check wall or beam below,* local building 1116 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Boise Joist Blocking for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 7'2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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 IF-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Jse 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6�� A 1 Z' ROUND HOLE MAY 6 6�. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1 " 1"-2" V-2" V-3" 1 3" V-7" 1"-1 1 " 2'-4 2'-9" 3'-2" 3'-7- 12 V-0" V-1" V-2" V-2" V-3" 1' 9" 2'4" 2'-11" 3' 7" 4'-2" 4'-9" 5'4" 16 1'-0" 1'-1"' V-2" 1'-2" V-7" 2'-5" T-2" 3%10" 4`-9"' 5'-7" 6' 4'" 20 1'-0" 11'-l" V-2" 1'-2" 2'-0" 3'-0" 4'-0"' 4' 10„ 5'-11'" E'-11" T-11" 8'-11" 24 V-0" 1'-1" 1'-2" 11'-3" 2'-5" 3'-7" 4'-9" 5'-10 r'-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 LEASTTWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9, THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nall with 10-10d nails. \nstall tight to top flange. Y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top P required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. Web Sti cner Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 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® 3-16d " 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION �� A/C CHASE 4" PVC SLEEVE THRU STEM WALL T1 e� FINISH GRADE SLEEVE THRU STEM—/ ° J SEE PLAN FOR °• • ° " FOUNDATION INFO ° ° STEM FOUNDATION �— GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR 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 110A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a I I •' ° — Tr I I ° 1 I F_ I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION I —r--------- z • ° • 1. co g 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 FF ---'--� . --.— -- A.I. ° a a �,—a--a----, /4/ SEE FND. PLN. SIZE & REINF. t t S� W" PLON cM 04 OF ° �o N M A C\r'I J C,LO e 00 ,�. AR I. 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Z110-0 O STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR - - 8" C.M.U. TYPICAL PLAN lx2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD u- cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ° MUNICIPALITY. `"� 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE T - IT ITTI ITIITI ° � 0 o � M 1!1 L D � 6 MIL VAPOR BARRIER m ,' �r 4 COMP. SOIL. '- (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I1=1 I I —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0° IN S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS •e . J ,' . 4" 00 •< ':: ' 1Tf T TffWT SEE A/S3 OR J/S6 �I I I I I— I I I LLLT FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D 'II III II� ° 111 111 111 � D �Trr�17T�m) TTT D ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE •6x6W1.4xW1.4 r WWF OR FIBERMESH ° A'eD _ � I I I I I —I 11—III ' TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=l'-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. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , 'FOR BEARING WALL W/ UPLIFT ONLY 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK `"ELEV. U-0" A.F.F. T d. V Q. °' o .. 4.., ' ° A a' Q ELEV.4-3 1/2" d 2x4 CONT. ♦ A.F.F. OLL ♦ o N a GARAGE DEPTH VARIES ♦ e. ° •'v• v Q � e a � 4 ° •p �. GARAGE SLAB AT STEP B SCALE: 3/4"=1'-0" S3 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 Wl A x W1.4 @ 24" O.C.) 2 WW;' OR FIBERMESH 3 1/2" MIN. 1 z b _ I I —I I t—I �3 1/2"(min.)- 1/2"(min.) - 34" T � _ ° • — IIu, (2) #5 CONT. 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) (2)12 TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. D ° • 1/2"(min.)-4„ 0III- 31/2"(min.) - 4" =1 1 —III—I I-1 I =1 I El I f T ITI-f 11=1 I I t I I —III '' (2) #5 CONT. I I4, I>�rR I ,I81- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE:3/4"=l'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 1�os� _ NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY \ CIO oos 8" C.M.U. FORM SUBMITTED WITH PERMIT \`�/ °N 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 cam.+ LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x Wl A WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH r 2x P.T. PLATE WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BAR GRADE z #3 & #4 LAP SPLICE D D GRADE 40 MIN. Fy= 40ksi N �. _ h D FINISH GRADE °p [GRADE 60 MIN. Fy= 60ksi] 25"MIN. LAP [30"MIN. LAP] n' 00 6 MIL VAPOR BARRIER M — — — R 1 7/8" ° D °D I=ITI-(Il—ITI�TI—Tf1 I I N Z #5 REINFORCING BAR ° . I L #5 LAP SPLICE ° ---r� —II7 D. 1 36"MIN. LAP [36" MIN. LAP] Y, COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM_ � _ .1 Til J IJT I�rTrl — I-1=III=III=1 I I=111=III=1 1=III D1557) 4" ,_, rl l,Tr�,Tr1� 114" .'—� � �-1 I I, ; ,I � I, � �I � I —,III 1�11��,T,• ,=R1 I I,.�-,•III— FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION, 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 2177 4 it GRADE co v • _ _ -(1) #5 REBAR w/ OPT. III —I 1-- MI, 1 I I— I I— it. 11= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N' M I I— lll- ' 11=11 I �iii l l i• .. I I ITT — SEE A/S3 OR J/S6 -1 j I— , 111ll= FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 1'-8" (2 ,0T RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=l'-0" SLAB INFORMATION. P.T. 2x —1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT ot INTERIOR 2X STUDS @ 24" O.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB-,,,.- 6 x 6 W1.4 x W1.4 ;0 c d WWF OR FIBERMESH410 M — N— M 6 MIL VAPOR T= BARRIER —lll= - j-III—III— I ' - r 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w D U cn Lu uj cn J -r ''TI I IIII I I I (III- D•° 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFC TOP A 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 zz ATTACHED PER NAILING w SCHEDULE � j a w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o � CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL °: ° O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS �., FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS / /\r, �i✓i � �i �i �i✓i • 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 + _ WWF OR FIBERMESH K, E d D ]7 7jT[IIjT[�T (2) #5 CONT. =1 11= �11 III, , I I r�J, II-- ON 3" CHAIRS (TYP.) L8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 for c S.G.D. (U.N.O.) WWF OR FIBERMESH ° IIIIII 7T III �� �. I I-1 I I-1 11-1 I I, ; I I I I � III . "' •� M 'III A ° LI' • • IIIIII--- I 1J_L SEE A/S3/J/S6 4"' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M MASONRY WALL AND PAD FOOTING 8" MASONRY WALL .- EXTEND FILL CELLS c TO FOUNDATION PAD € !�t CONT. FOOTING STEEL MAT REINFORCING. r ' M W GRADE — - _ _ — Q. ° ° d UJI aww Lu OX: �— • • .°• OD 0 0 — a. a d ` z = = _. co� I ittl I I —TTI1Tf1TIT� FOOTING 0 TI1,BEYOND PAD REINFORCEMENT _ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 lr -a 0 M "S yNJL'O- �Y N • M Go Q O 0 w 0 z a C �.� E 0 _W d to V -0-- n E -c[ u 8 OS a d vI I'LuYIN c L O Em m a I�� I LIJ LjLjw LIJ w wF- w J w0o r �/ - QQ=pp�ZEWOZ2QOZJ X=)--jU)0 wnLLY�0O oZoIXoomp aO a Z (aWxzQ0 wd., ww0w<'H W�¢� Ze) OwUpO -Z ~ocQ�oQaaILL LL sA O Z W O� > U) O cc 0 Q LO �cU)LL-f� Ln F— IZ M 00 QC U Q Z � wZ W O J c:) �y Virtual Revie ans Review co As is�, i 1 mpliance mpl by Rebr with the ted 0? Ind ppr ve. a Anne a h r fQ � 37 yth diti n 0 CD 0 O 0 N 0 N � N M N M O 0 z O N'^ LOLLJ o 0 N CD M 0 ■ O �+■ ' �' W az w O W LUO_O +�-� cO V VVV5 L 0 °OLQ Z aRa i- =�Q = w=~ it Lu L0 0 m N � 0 ZOM ■ ■ W M � <~>n 0 za:0 (.c) Q V gw� w Z Z NZ X2 0U 0 of z z z w W 0 N LAST PLOT DATE . . z0 STRUCTURAL DETAILS - MONO 12 �Np) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID NII POINT w/ (3)12d !�rJ� TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. S4 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 II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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 BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER 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 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)--� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4 FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 _4I0 ®� ?rm ■off . •, .. .-. •' • • � _ MEN �lill 1111� MEN �Il11 1111� ■�I11 Iil■■ MII11 �IIII IIII� NOTES: 1D 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. �2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY, O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. �����M��zz G S4 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. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW, EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING — VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL d c. d DOOR STOP a MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR lam/ REQUIRED CONNECTION SFF �Ow 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP, 00 I SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 12 (TYP.) 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD �I 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN _ MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL —A W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 — 2X STUDS @ 24" O.C. �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL °a a. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 4g„ SPLICE STAGGERED r'M/ti J 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 Id NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w QAy� U Nt T y) 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL le j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED 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) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. t & NUT d 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. J (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE uu 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT, & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1 NA INA NA TRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" WITH O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. foe - N k ,.``•gyp `^^' • ' • ,.;. o 00 In ,'�^ of 0 w z Q > W L. `a q U M� 3 �4— NINE Ln d v r Q O �8 p� •�� w T QN C N , E� m a �n w W cri w0� wu L��-zV Zw CDw :a000w)-1-0_os cyw'r ozoRoomc)z 0 )- a V O Z 07 u_ -'��0W �°-�?Wz0UJ0 w �Dw 2 2_ 6�¢ 0X o o o � w O z N Ouj U) G~ Q c M u z < uj u� 1--of a-cM 0 ZU� W L LJ �0 J (D % 20 flans Virtual Rev Review w ',om com pGance with t letA �s I c i by Oebra qn neKla e 1 0 Fp rov rPX 3� co M M o o C�) I o N �0000 N I I I Qz w O �--' W cn ozz 0 O 11100 Lo O oz5; o ° Z aka Q 1� LuWQ Ln = (Do m=w L n N zov ■ Llj ~ 2 O zwo z v w aZ� 3e. Z �z U J pow co z z z w uj J r� V/ N T" LAST PLOT DATE . . Z 0 STRUCTURAL DETAILS SIMPSON HGAMV w/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL--7(2) 16d NAILS IF >9" SEE 10/S6 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ EA. END @ 48" O.C. 45° t "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 1 TRUSS (24" WEB, USE MSTAM36 w/ (7) 4WEB O.C. MAX) w/MIN. 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK 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 AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'410/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx3" @ 4" 0/C ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING1. 1 1 2" 1 1 2" " RIDGE FASTENED AT AT 24„ O.C. ON TOP OF EACH JOINT w/ (3)It BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT " (2) 2 x 4 LAMINATIONS W/ (1) ROW � (3) 2 x 4 LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE HE 2 1 () 6d NAILS 2x4 BLOCKING @ 24" 2x4 L CKIN (D = 0.148", L = 3") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUALOF FIRST (4) ROWS O/CTRUSSES 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) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT ..,,.,,,..,.,.,....... °°.2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 "Vl`I 1. ul_ .11111V 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL K'*,0 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. SCJ MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) - SECTION 4 SCALE: N.T.S. CJ'S 8d @ 6"O/C 1/4"xl 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 @ `BRACING w/ (3) 1Od 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.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 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.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 l'-O" MAX. 0 95 a. 2 ca Y CORNERJACK 0 w z 0 HIP FRAMING REFERENCE PLAN 0 z w a 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 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUTTi SS 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. 20'-0" MAX 20'-0" MAX "X" BRACE SEE UET. J/S5 , r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Fill 111 a: g r NOTE: Z-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION PI lord .,,� a.. co • ' m Lo co r- n�F =uj 0 w x 0 z %0 q W L 'C U in M co d }. u :) a - M -` r `Q) } Z) O E 0 m:S 9 Q w u 4�1 2 E M v� }6.. V ^ _ a a W (� V w m � 0z'r �O�Jc¢i�0'.Xcco �O Q Q F- F- 00 °Eo�zLLU.-z2_3OZ¢Q ocow OzOx00m �� 0 LL Z .�ZwoZzLL I w ,¢8,wpg¢- Z �� ° 0 Q iE O N Z W O� >(,n0 co co 0 � J Lo 2 � ti Lo I—ofCLM a < >- <co z z W J 0 mi V� Virtual Review ns Review cv A ss&fI 1 cl' by Debra h thee 020 BC pro el e Kt hr 23 I h DI itio , i o000 � M M (� o o 0 l l l ' Z O Nam; N c7 ZZ Q W O W zz °Oo 0 V (W) V Fo ow— z a�a W WWI— Ln o o N zo= ■ ■ W O Zxo gWw r z z U) z ~� 0U 0� z z z w ui J LAST PLOT DATE N Z 0 STRUCTURAL 'J DETAILS 12 I INSULATION — BAFFLE INSULATION PER -- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE F3C 7TH EDITION . (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) --ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cl) 1 OR MORE INFO w LU o 16" O.C. 2X S.P.F. STUDS = W/ (4)16d TOENAILS TO TOP PLATE 0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 18" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 �P\ OR FELT PAPER FOR MOISTURE BARRIER I 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" a: GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8"_,o/ DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL E��FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cn 0 4"x4" INSPECTION PORT AT CL EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c iv N .c FINISH GRADE cC T� M I �jTj ° T7T�T111T•��7TLLl�T�11L 6x6 W1.4xW1.4LLl1LlLLI� a d a�111 Me, �i1o0 Q z WWF OR FIBERMESH 1Tf TTT OTT--I�ji I STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR "'�"' (SEE DETAIL) W/3" MIN- CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION i SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 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)10d x 1 1/2" TO BAND JOIST AT EA. STUD e / 2nd FLOOR WALL------ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS SEND SHEATHING TO )F BEAM OR GIRDER ATE 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. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED E S6 FLOOR TRUSS SEE FRAMING PLAN 2"x4"CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TR 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 B SCALE:3/4"=V-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10)10d 2"DIA,X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH p o. .° d ^ ° d° —III = .. •° . • • _ ... I III ' �'' �. III— I II I III —III —III —I 11=1 I I 11=T� r 3 #5 CONT. ON Y 81' 11 17—T -O TTT-1Tr V. CHAIR W/ 3" MIN. Q11 CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. _ N 0 i 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D O SECTION X-X IF NOT FULL F HEIGHT SHEET C G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I 15/32" OSS EXPOSUREI F F SHEATHING w = SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE U)OPENING SECTION X-X aLU C x w x E 2xSTUDS w BEYOND. U) SEE PLAN 0 O \�-20 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1A/AI I 171 C\/ATInK1 111AnnAAA 3!8" "S" = NAIL SPACING Itt S 3/4" S 1/2" 1!2" 0 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/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X. SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LU PENETRATE SURFACE MORE THAN Ye". Z ? (D NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL L_ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai E STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. O � � w/ 8d COMMON NAIL J w0 = ¢ O = - O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER o OO w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. F LL v> OF ~ i L ¢ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL (n w 0 0 ~ MEMBER IF GABLE END c c LL NOTE' 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". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. TBOT. PLATE FLOOR TRUSS / flyWP* RFAM 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 `r WWF OR FIBERMESH C .. a.d n .. e ° d . M I I I_I I I_ III —III —III I I d . °a o -1II� III �IIIII o ° MV HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. W FINISH GRADE I- 00 (3) # 5 REBAR ON 3" CHAIR 4" V-8" I W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" �+ ADDITIONAL INFORMATION. S6 Plan,, for comp b •. N 04 tt � tw 1k e Lo A,. 5805 .�A,. co u) . ' 07 a `x. W 2 0 O W 0 Z Q >0� 0 Q) 6. C W U cm (C N V �C C) a •" M d: C 0 U § •� Q LL- g C Q C)� U N a Jc tN w OLN "c a) i o E "' a 'a L w W L_ W J LU Q xg 000 �')3�XU WJ =EzoOF_ Omoz0 0 g )9�(L�LJwF-(UWwaO � O Z _j z OwQ?w�o zV`LL 0W a- 0OmwJ O O Z W O4 (n O co 0 6HcMO) z Q Lo a- (/) m U) LLI to I— W cM a 00 Z U ~ W W J� (O 1 IRT M 1Z Q% Virtual Review Review co w As MPleted ante ist, and n� with the 202 Debra B F62 ppr)veed Anne Klahr 7th 0� fdi i I I N N N N N N N o r• M .- O co a V- o l l l ' Z O U) WL^ o 0N' 0eM 0et' / Lo LU I �' >� QZ W O W 0 O 1--� O V O UVrn 0 pZj °LUa Z aFEa LU Ln = (, W LU �H0 N ?o-L. ■ ■ w � H � s2 0 ZwO Q U ILL a. zIx Z Ln pV J _o W z z Z W W J N ' LAST PLOT DATE . . Z 0 STRUCTURAL -- DETAILS - MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFEI*"! 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR C APPROVAL FOR CONN. APPROVAL FOR CONN.x4 1X 4 LONG X 3/16"0 1x4 P.T. FURRING 3/16"(d X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2"3-1/4" FURRING INTO STAGGERED @ 16"x.. TAPCON @ 16" O.C. & 4" 2X8TAPCON. BLOCK@ SPACING „ DETAIL O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE - MASONRY THROUGH 1- j /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 11 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•r1x41/2"D1 YWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHFURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 21/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL BUILDOUT `N OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAXit 2'-0" IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---_ 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DrAGONAL 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 K.) 2'.0" 8„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE 13TV44.1, NAILS AT EA. END — PROVIDE 2 MIN. ( ) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 START OF ARC 4' MAX. RAID. PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB� (TYP,) STD. 90' HOOK (1 ±5" IL NOTCH WEB AT FIRST 2 COURSI CAPACITY = MO IT FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y," WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS PROVIDE 2x , CONT. W/ (3) 12d NAILS � JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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)otite—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. ;:r.;."'::,".•:^; :.'' 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. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y2' 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 WW.M. AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" COVER 6'-0" F.F. M IT_I—III—I I G GRADE o. P II II ti II I= LN R cz r C • D ' (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN Q YP.) THE .S I IAIAf+r%Cl']TAE3I C IAIQTAI I TI/lAl FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE -FLAG TRI KSS DESIGN *. SEE NOf E 1 BELOW 2x SUL ALUW D, F C'1 (� E, G WALL T,4 PE -ALUM I F'I• �: F"L.,+''r1 11-3I4" d, ' S N. , L DIA ti FASTENED PER I TF ' BEI_CA%' 1 � L*I NT VENTED OP 16 I (4... I`VT ::x "VAILEC ''!.;'' 2.z ELrIC KING NAILED 10 T+:', ' FLL )CAING wl 2-12d NIJ',,II.4 ("'Jp I Hf.DRD EVERY ('OTHER TRU M :3-12d NAIL;. TYP ('*) D:;!= I DtJILDE 301-7I'7 %1,ATEF:IAL'-;PAN L AF`ACI' UN I HL LDI ',&-iN PRtt�l: ihkE;;5 6PL�Ik-I#_Lt'Fr:k, U0L1I'1._YNtNI6 AND (A:�,_ _:I',� LISTED IN THE DE5'Vc JN CRITERIA ON SHEET SN. 2 FOR SOFFIT IF TACHIT AT WALL. (PER At PHA ALUM. INC FL# 165 PRO'fCHANNEL FASTENED TO: r t It p v,% T NAIL 097" DIA rg� 24' (D C.w? 5M" MIN EMBEDMENT WOOD wl i 31, 16 (-,A S.'4"x I t;,-,RL74VN STAPLES Co 24" MAX. O C. 1:, _ PATTERN SUB FASCIA w° 15 (;A. 34 °x 1J4i' CRC wV'N S I ANLE (a? EACH ('� STRUCTURAL SOFFIT S F `•' 1 IcALE a,�' 1 -�� I' F''JF: ALIJhv9lNLlt.t ,rFFITS LVI !'-J"• INNTA1 I R'llf) ;FAN HI OC ,•. '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. Jr (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + cFN�ry PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL----'/ V SCHED. ENTER 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" =1*4' SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCAT F-3/4 CGG 4ZWMr-T r) Anln r z 0 Q IL 0 w U LLLL U 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 6" O.C. AND ILED W/ 8d DGES AND 2" O.C. FIELD O.C., ROWS STAGGERED 4' 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT 4 a: y FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a" OVERHANG - RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 51-0" IMPS19 r1® SCALE: N.T.S. #5 BAR CENTERED W/ g IN TOP o 7TI. KNOCKOUT / c� —I _ _ CHAIR BLOCK MONO FOOTING I �' SIZE AND REINF. PER PLAN I ° AND SECTION DETAILS -I CLEAN FILL DIRT z STANDARD 4 0 99 HOOK iv #5 BAR IN FILLED CELL .v pa- - �.�p. � a a. c o a. a o,. �. � a c.• STEMWALL FOOTING SIZE AND plan MONO TO STEMWALL FOOTING REINF. AND STEMW omp SECTIONN DDETAETAILS b SCALE: 3/4" = V-0" TOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT :ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY A or 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. I: If 04 O to Q w 0 z Q E •= 'o o '' co 0 y M tl0 N V �-p- m ai E° 0 28 pm8 0 0 U� .�� I p° V °-� ID 60 o "2 E 70 0uf °a a 111 w W W J � ww 0 z rr (� Q Q V M Jmm�WWLL88 =) o Za1-222-, 'o 1-� I— 0 O 0 awm�OZpwoom°� rn -QaaozWQZzLLO�wSovXa U OZ � ~p w � OQ o 0 o QZ w 1 CO Z W 0E- UT Z O z 0 F- M Q U) M � U) 't LL L V / I%- Ln I— M uj QQoo U Z Z w W .I 0 J COO w 42 Virtual Review Review As is an~re with heeted and zebra Ainne ppr Klahr Xz o 0 0 0 rn o O°° o a.w C I I I ' Q N L0 cn Lu M I I � � } z vJ QZ w O Zcn -� O)O W �00 U U U 0 mz> or- Z IL Ix a w wLd) wCID L-N2 � w o� z° W a- Q�j 2� 0 zxo CDw z v Ix a.Zl� • OU 0 M— W z z z w W J N LAST PLOT DATE on 4-0 Z0 STRUCTURAL DETAILS - RETRO FIT SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED DR FT S P 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" VVHLL 10 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 �I EW "A" SCALE: 1" = V-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" RINGER GLUED D NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 202 STOP TREAD GLUED AND NAI LEC 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS H 2x4 SYP BLOCKING J/ FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) H 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER ­ArOR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: ' = V-0" 3/4 PLYW ON DECK --2x8 SYF AND Ni FRAMIN 2x4 DRAF' STOP 2x4 BLOCK C SCALE: 1" = V-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER G SIMPSON A35 OR LSC EACH STRINGER- 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/)q" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER" EDGE GOLD OPTION: 2X4 CUT ON OSB OR PLYWOOD BEVEL GLUED AND OR 1 a"X16" LVL NAILED TO SUPPORT AT -CACHED W/ 12d NAILS W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POSI PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 P I M UUINO I MUll.# I IUIN UM I /-\I LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" ALL JOINT /ALL TO R JOISTS) -UD NAILED AND TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT /ALL TO R JOISTS) H 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" AILS - D OR 3 RIS VARIE POST LET INTO _OCK DE ING ?X8 BLOCKING :OR NEWEL POST rO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES 2X STRINGER SECTION VIEW "H" SCALE: V = V-0" i '� N i , ••4 4 7 /w N N r ,' ,.GVN J D0/_ L� �n o o � Lu w 0 Z Q N 0) LO E >O 0 Inif M..� .p. N U = '0 0- V a ` M � = } 0�8 0 U 2 a d10 N w a� c IV o E� m 7� W 0 W w �wui ~ J2ui m �mQUZ 0��03�00F I 0 V O o Om O m9O �Z aV5ILu 'mxz0w=, QaxZLL Z U Z pL uLzZw 0O LL 0 LL 0 04 Z w OIl— U = co O F co � U') 2 u) H Lo ZUFa - Z uj Wo J 0 cc d' 1 ? 3 Plans Virtual for Revi evi w compliance w °mp er�jrj l t. Ir wi by Debra q ne abB a d nth Edition �: OI N N N N N ~ M 0 a o 0 I 1 1 z 0 N W o 0 N 0 ci 0 v 1 1 1 00 ♦ ZZ V) QZ W O W cn 000 +� Q _ U U U) Lo O OZj OWO Z a�a �- , ^ = (D W=Q 2 L J F- F- N Zo= . w 0- QF- 2§ Q O V gwo ■ Z aZ oU o� W ST z Z W W J I,- N T' LAST PLOT DATE O . . 0 Z0 J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS R" PRFCAST P. PRESTRESSED LI-LINTELS <^wr_4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81`8-013 8F12-0B 81`16-013 8F20.OB 8F24-0B 8F28-013 892-013 8F81B SF1218 8F161B 8F201B 8F241B 8F281B 8F321B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 7TO69 4605 6113 1 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3620 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 111809 5'-4" (64") PRECAST 1217 V?49 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 L 1g 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 10 11 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'4' (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (16$") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N NR NR NR NR NR NR NR.R. 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 4,609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 1 315 550 784 1047 1285 1399 F2-0- (288") PRESTRESSED N.R. NR I NR NR NR NR NR NR 129 1 250 450 654 884 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 4"14 10m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-08 8RF1808 8RF22-OB 8RF26-0B 8RF30-OB 8RF618 8RF1018 8RF1418 ORF18113 8RF22-1B 8RF261B 8RF30.18 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 11 33 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 1 5048 7915 1 9479 10893 32 7'-6" (90") PRECAST 669 755 1 1490 2459 3776 5743 7239 562d 755 1490 2459 3776 5743 8998 19 10893 9'-8" (116") PRECAST i 411 1 466 999 1568 2253 3120 4091 314 526 999 1568 2253 3129 4150 5891 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 "�■� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,,,� "�■� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4111116T44"m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T BF12-IT 8F16.1T 8F20.1T 8F24.1T BF28.1T 8F32.1T 8F8.2T 8F12-2T 8F16.2T 8F20-2T 8F24.2T SF28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 1 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 1 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 32?5 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 1 3498 4038 835 1340 1880 2419 2959 3498 1 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463P2369 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 530 686 1183 1526 1865 2204 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 494 599 1028 1422 1738 2053470 12'-0" (144"1 PRECAST 9 441 723 14 936 14 115115 136615 1 470 543 928 1349 1649 1948 2247 13'-4" 060") PRECAST 41815 373 606 14 783 14 962 14 114104 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105204 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1 1324 8 162 11 181 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 (121 872 12 192 303 1 500 732 993 8 1266 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831(8),105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 480(11).56711 65411 142 230 369 531 713 MI 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 1 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0' (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CHIT-4mw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRF6 iT BRF101T 8RF141T 8RF181T BRF22.1T SRF261T 8RF301T 8RF6.2T BRF10.2T 8RF14.2T 8RF18.2T BRF22.2T 8RF26.2T 8RF30.2T 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 1 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 1 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS `p D D D O& C C O� C C C 6 C 8F16-1 B/0T 8F16n1 B/1T 8RF14-1 B/0T 8F8-1 B �/ 0 ° 4 0_ > a D aD O ° d `4 0 D > aD O O 8F12-0B/1T D C C L 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS �-� W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL +41-1/2" 5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR C.M.U. U) U) x =(O0M ° wU~��� a #5REBAR AT aUt= w 0 0 5 Lu c BOTTOM MIN. (1) ct, <Ci r Z REQ'D z w¢w 16GAUGE 1 j ° POWERS STEEL V) 1` 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. J 0 U LO 6 Q W z= CD O C #5 REBAR AT TOP -MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT -#5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP - _ _ - _ _ _ _ _ _ _ J CD O 1ST FLOOR LINTEL PLAN (ELEVATION B' 3/161= 11-011 f, Cq CD J DCyr '. %w M 'L CD 40' . Go LO A, /U 0 0 z Q t� N L - E /I > O o L •= r0 V! u ) M Ln V C) a C ` L u O o°s s� � p 'O • N w 0 QN C Q) E� L c) .9 0 ~ a (7 W ❑u Vj w0~ W 1... W J W F O uj 0 O-(0 0=j_jO3:xwLL I O-- Oz000co0zWOZQw05w 1 Uj ? aU): WQzW g<w - O Ow _1--9Yzp =O <LL Oa ❑ ❑q LL �qLL 1 0 Z Lu 0 (n O co D m cM 0 U) LL U) - I-WaM W C � < Z V Lu J O Vir Pans R ?3 Rey ew °pmplian eW CO iew ss/ t, In by Debi Ann el ? ?$ d r V kla r P h 'ti 3b °n 0) C) N N N O N U) e- N M 'i to O LO 00 '^ Z~ d Z V, C)W -6-0w O V zz OO_O UVco 0 °1�_Q = w=~ �O N � ■ ■ CL >- U) 2�O 0 C.� Q v gLuW W U_Z Z az Hg O p W z Sil z W J T V / � O >4-1 LAST PLOT DATE • Z 0 March 23, 2023 J STRUCTURAL DETAILS B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#SL (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 M1566 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2859 2859 2772 2772 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 64' 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1 1001 1001 979 988 9'-4" &Z' PRECAST (2) D4.5 WIRE 2 No. 4 467 1 853 853 759 843 10'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 1 727 727 582 718 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 355 1 649 649 489 649 12'-0" 10'-8" PRECAST (2) No, 3 2 No. 5 329 1 602 602 430 602 12'4" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4' 12'-0" PRECAST (2) No, 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED 2 N3 ()o. (2) 7116 strand + N.R. 522 522 360 499 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17 4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No. N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED '�«inn' ••;�; ;. •.►•�. DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF#5 BAR AT S-SOLD LINTEL -I r LOWER LINTEL CAVITY [8x1 I 6-P-1 L/1U] NOMINAL WIDTH H `� QUANTITY OF N5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#51.(1)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAILW 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'4" 314" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 11 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 1 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 V-0" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 64' 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST C 2 No. O o. 2 N 5 1439 1439 1075 1439 124' i 1'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'4' PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 174' PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 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.5 2l'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/i6 strand + 24'-0" 22'-8" PRESTRESSED (2) NO, 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P: PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 rLOWERUNTEL CAVITY [8x1I6-P-1L/1U] NOMINAL W IDJ 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 #6(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" 74" 21-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2-10, 2-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'4" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1 1966 3390 3053 3053 51-8" 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 1 1198 1267 9'-8" 6'-4" 8'-0.. PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 1 686 903 TYPE DESIGNATION SEL -SOLIDLINT/ -1 rLOWERLNTBLCAVITYAT [8x16-P-1 L/1 U] NOMINAL W IDTHJ L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U(1)#5L (1)#5L (2)#5U (1)#5U DETAIL'E' DETAI1 '7 DETA IL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-O" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 314" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 1 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 614" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'4' PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 64" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" PRECAST D4. WIRE 2 5 O 2 No.4 1186 1186 1014 1251 11'-4" g7'-U PRECAST 2 No.32 O N 0 5 1 74 0 1 74 012'-0" 854 1121 PRECAST (2) No. 3 2 No.5 992 992 751 1035 12'-6" 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 14'4" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'4' 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15' 4" 14'-0 PRESTRESSED 2 O No. 3 (2) 7/16 strand +" 1095 1095 551 887 2 No. 4 1T-4 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +" 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" M-8" PRESTRESSED (2) No.3 (2) 7/i6strand + 607 607 317 601 2 No. 2Y-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ �r QUANTITY OF #5 BAR AT S-SOLID LINTEL I rLOW ER UNTELCAVrtY [8x]6-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#51. (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 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" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'41 PRECAST () 2 No.3 2 No.5 1895 7895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No, 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 ; 71 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18' 8" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1008 1008 573 1048 2 No.S 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No.5 22-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 :'atvl `'At41 L 9�; ''w+i7 '•7�i; DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY' OF #5 BAR AT S - SOLID LINTEL -1 rLOWEl UNTELCAVITY [Ij 8x 1 6-P-1 L/ 1 U] NOMINAL WIDTH ) `OIIANTRY OF #5 BAR AT NOMINAL HEIGHT UP PER 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 ASM 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: PM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEE SC'I IEDULE) 2" 2" (1) #5 CONTINUOUS REQ-D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc cn (TIED OR WELDED) LO r` Lo BOTTOM BARS SEE SCHEDULE MIN. 7 5/8 M . NOTES: 1. MINIMUM COVERAGE OF STEEL - 1 5" 2. MN. BEARING REQUIRED Al EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)(--BOTTOM (SEE SCHEDULE) 2" ) #5 CONTINUOUS REQ'D. - �R STRUCTURAL PLAN M" STIRRUPS AT 4'-0" cc CD LO l OR WELDED) BARS (VSEE SCHEDULE M 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT E.A. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#4L (1)05U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'4" 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 614" 54' PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 844" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST No. 2 3 () No. 2 5 243 6 2436 1727 2436 1214" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 1314" 12'-0" PRECAST (2) No. 3 2 No.5 2034 2034 1366 2034 14'-0' 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 140-8" 1304" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1 121 2 No.S (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 rtY1 .-�ty'1 °'Atg1 DETAIL "0" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID 055(1)1UU(0'LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'4" 2'4" 2-0" PRECAST (2) 04.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 4511 1000D 9686 10000 4'-2" 2'-10" 2'-b" PRECAST (2) D4.5 WIRE (2) No. 3 4032 DODO 8687 9503 4'4' 3'-0" 2'-B" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'4" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'4' 6-V 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1 1918 2121 9'-B" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAINLINTEL/ QUANTITYOF#SBARAT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl j 6 L/1 U] NOMINAL WIDTH LQUANTITYOF#5 SARAT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF 05 BAR AT S-SOLD LINTEL r LOWER LINTEL CAVITY [8x1j 6-P-1 L/1IU] NOMINAL WIDTH) `QUANiITY OF 05 BAR AT 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 I E/ LINTEL STEEL SOTTO M BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 1D000 10000 10000 4-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 6054 1D000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 1D000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 W-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 V-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 1 3338 1640 3122 9'-8" 8'4• 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 1 2158 936 2036 ti111 ti1,' ti1.' DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION and r*ww [8x1j 6-P-IL/I ] ¢ I�LI°°°F mu UNIT '2551' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR S17F LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR A GRAVITYSAFE LOAD UPLIFT SAFE LOAD L D PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #- 1 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'4" 2'-10" 2'-6" PRFCAST (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" 64" 6-0" PRFCAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 U-1-11 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix24'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR - GRAVITY SAFE LOAD PLIFI SAFE LOAD U S O SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)1U(0)L SOLID #5(2)U(1)L DETAIL 'DO DETAIL'DP' DErAICDO' &'DP' DETAIL'DQ' 2'1" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 1 1(m 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'1" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 5'1" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 :•j? .xy M1•�iyi DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION _=n � r w [8x16-P-IL/li ] ,pal.V=JJ J L r e wr TYPE DESIGNATION CI.AU I I IIITFI / )LIHNTIi+ OF 458AF Ai S ;C;IIIJI.INIFI rl-0 AFP, III jFI CAVITY [8xl 6J-P-1 L/l U] "OAIINAi., WIDIIIJ L OVA111111 1 US BAR AI NOMINAL I I LICiI I I UPPER LII ITLL CA ATY plans Virtual Re, Review for Compliance cop by Debra A nt SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'4" Precast 1041 3358 Precast 858 2635 4-8" Precast 81 459 5'4' Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 40 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4" Precast 132 651 12'-0" Precast 111 593 12'4" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 144' Prestressed N.R. 41 15'-4" Prestressed N.R. 369 17'4" Prestressed N.R. 257 19'4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended -CDDk 'r`• •� J DCA/,I N N M , • ' 7k ' • to O 00 A SSb LO ,�F•„ ik O Z N N LO E L ` 0 D 4- } a rB 01 u •� 0 tL g Q .N ,Ii' w ^` V CL CIDLd � U W W �W W J W 2 0 0 wO J¢ 3��¢�0o0Jo Q V �d00 ZLLu- Z2C�F-�QQ a{n��J {n 7 WQ OZO�00co v��acnww�L-u��x¢o�� z Q 0 O Z Q<¢OWQNZWZ�wUda LL O W 1_F-P �LUZ O 0 ¢ ¢ LL¢ 0 ~ ¢ LL f 0 0 Z04 W I_ O cM Q co LO LL- C U) rz f-- M_ I.J.. 200 Z U Z W W o J F , 3ovEd ion i 1 N O N O N O N Q N O CO N O lO O �- CDZ N O ' O N, ^ x Cp f� U') qq 00 �Z O W w coo O U VUu) L0.0O 01111O�0 Q T-11 Z X - 4 n. CL WQ In ~O~O N W }_M O LUX Z U(LZ LU Z Z OV p F.cn Z S12 Z Z W J W(/ ]�] 0 T- LAST PLOT DATE N O Z_ O J STRUCTRUAL DETAIL B HURf2/CANE Mounting Brackets r 1 L) GauiiI 4-1t2'x4-1,2'x2-12r See AniI Schedule Bolts 1 f2n pia. A32 iTyp,) ih'arl)aYi 5' H.xkinq treys Bach Cross Support I" AY he rut to Wl Right bracket ( f) Wt•q; ) k14Self-Diril N Screws A/C UNt Bottum Edge Hufrlc:iT P St�dU ! J/Inr if 1 in ft int; Front Cross Support (May be cut to W Left bracket (16CxlI 414 5i'lf 1:i1111ntJ .;)(,reWrrj, fihru Brackets 8 BSI'. k Crooc SLlx)ort Iota A/C Unit Bottom SWe fylyi'_ A. 3 c ach side for hurricane a 4a) Spi erulLuun nnu u..p,r,.' .1,. In- .1,J .nh,xl, Ii,:w,.n, An l4r- Raisool Sol Uraa.iog araiWde upon mvpm l too wilt apflyl Florida Deptiftent of Business & Profaseional Regulation Bliking Codes and Standards Product Approval Application Detail ierll tintar.nr. r Ytnrpn �111ta0eaAL QWI 1(ulnra(.rl..4h,taat sea �t Adfi,r l" 252d Sm6d Want I O.Cts Inc A1meo Gain l H.rna. F Na p C l .I,. U,el'dan P E CaeeaY: SoruJ441 ConPollnas (877)441-03a8 PE 737%1, aWCMsgery: PrNJJ1 Yeboaladpa R►WN of Irlfdoalaawatcoa bar tech-gy cal,pll.nce Marhoh F.w4 eFm oepon tom a FTorWe Reptt.rcd MNaoll e a U<«r,a1 F1010, /����p��.PPrrofessional L�Y4tg P Y.-W Engineer Polk 1 al I G111JU2, Dib Wall Day PMldlr Rye Ltd fl;ARRMiM AeO[pt24 MOLIe I A/Vje2020 lWaaMo 12,2611 Approved ACKW MIa W► AIDtt Litt-.Vtt ePwlrr otdo AMU Fm dMreM ->.-Meer R.,ct,�d�r, Sew in MY"Z Que99•1/VM7 Raawu calma t :.,,.mJeM lAodel a15aP51O IXpar FNndrur'c,-49nd V.nnxrnn"'t 1201=2.3 Yes Yes NA .100.itX) ^ em.W/_1 Model e154P51/ Dwl F�nctllm Rrk+.,d end VenN..'1r. V.r,l 12/311�23 Yp Yee NIA •1'1A, tn6 3 "IlYar,t M,ydet 0154P52O hctAted FloWVMI 1n:.2023 Yes Yes NIA ."VI 1'A 4 5mrrvenl kK•1nr e154P521 htdobodnood Vent t;+T1^02Y V" Yn MIA e100+di") 5 9ror vat M.ad A 154(J 1:A 16Ae,d; GMepe Ow Flood Vent `1 .0, , Yes Yes MA WA 6 9rtadV4nt lAvJeI1H54'i5•,r Ngod War ln,ulellad FlpoO YVlt 171'11 r;1;'w 'K.a 'I" Y4a NA •1CDt to( - &Y newt model or 54P57A 145a qud". Go" Door Food Vent 1"11,•t•2!, van vps NIA WA r� ctr� �oaF M122 Version raudrsum ReAsM 2020 r,lrsol kieui, trot. cae0ay RadY1g alaCa.•p,ary: 11,4,Al Raring eoapliasc. MNh,dR 17va4MYm Report t1n14 Ftorata Rego«an L+JtW.ert art Lkxnsed F1brIW kolec.Vnral an'r(,wu �yjl k,isaM MudN M.•1w]a„y�teJa 1 Or..N MMN Ranting 3ysr«n, Fie Ids Doportmenl of EiLainesa & Profeeaional Regulation 134ddrn1J Codes and Slanctards Product Approval Application Detail bft Dr Laetaol _.«Ala'«ne immlo m Jlssm alalraaft Ga.1r.ry P I•rle •4 1.e7104 WOODS P.E. r502r 303t 1r1 Ce-I.1:t (334I SOD•180D IshurreM®oean'w am Peel or It"Irml QAV C41. ows renting 0" Vtlli0alan piAmulSlt raDA•6fe. want-- Recta Oe,IJJa020 03/09'YJ:1: rhV: cY.•U.C' IVr I'12070 Appr-1 Willy Aoeu'im Aaarowa ro<La. ADWO MIOF VP t0t116L1 Deter cat ad 15mI alOn Dille In WAU gilt law mriz tSomm idtat r..fa,ut ONG'OOHS, OMC 150aa, DI "364 CMC 200-5 120"1"25 Yes No NIA •0F180 OMCSv Florida Dopartmed of Business S ProfoSalorw Regulation F.P2014 Btlildirig Codas and Standards �+ Product Approval Application Detail serc6,dh to Dato Prod n > insion t. opine°' A U-sim tduaa•d MrVokodided &AMille POC Aoum4l hommo X" R.10M.1 202o Thermo Tru::a to0oin pare Jeslxrxrr r.M,l✓f r. `ururrndt PE. Ryan J. o0rog, P. E tWt.Y.W 1,No I,10.1) n.(r. v70aT 00.e92021 Apwosd GlapoY: Mena, 6rrar, 1a60164341126 PE43400 15131Y97d555 ladaCeaggi Swinging Eirtnle Dio As ftil4,rs aIs81HfWRaMOfrPMN.c CurpikM Molhad: Evoiddaim Rn on ark„ a M Flo"R"MMW dllrtaUd sir a Lcenlad 1010. r r Ar9NmM Engineer Aotaevad far Lte A--.d fa U•s k" sitar kerre heard C.,ydL r,111-919, I0 Myla Alabliaat ft- .. TTem•-Tru Fraw Cw„r.nd Srwolrrol.r Nenha168N3965wd:Im7wdanJ'x c-, t 1?AiLJt12e lu raw re. WA Oanpoep Edge FpR,.tf Zge De (IoseTgfOutsaa10 Xetlonp,reb,m 2 b.Theme-Tru Fib.-Cr •n451,o.IR.9ss tbnnN68e3s.i6Wd.lmprdbouo Lvdiu,e 12131fbM nil Y. re hwA Co,p..h edge /eerg•t, `: 'p4 1 v, - 9NeaKtl OnpepquKl lag' T,O 0X Ir Oy,4:- DalMiperab0,f1 3 r. Therroa•Tru Rbe-ClasfY. and 9moaro-5lar MkinhoI 6Ittl rat: lriatl9lue.(Y*l,r 12131/TO28 Pit, Ye'.f Yes WA Conpowrr Edge Fberp.rf Double Dot we e .MhaQ slow- XX v OXXO tm5pun5onl) 4 n bailie In FlbW C%glic rod Smooth II 5 .. Trio- T• I F W-CYa9al4 end arn000•aw 6 f 100- TM Fiba Q L end SmoMRSlar 7 g, Thea,N- tau Ir w-clerlie and e4..ea-par e n Theirnf Tru tiba-Cbcuc land 3unodh Ste* 6 4 trots.-Tru Fibati2awic and 9nwerr9M 10 , rr,nrw rr,,, rib-Chossic and 3nbdrr3lrr i t , Thvm.Tlu Ftber•CIasi 4nd 5n,v %W 12 1 111 T,k VI r1 'less: end 9 41.8ter 13 m 'Ease.-Ttu Fle✓•CbWeand amoatrr-:Ail :4 n. 1peeM ire F.We-C lkwuwl. lad 9t,nala-pM 1;y a Theml4'ird r'+[w...r, Made aM am.dA.6tM 18 I. Thum. TN Fitaf-Classn .nd 5rno0-silo' r o Tp►nra-7m Fiber-('laeSJS Alta 51nOOM-81v UA Vros en 11aDYr w- Ne�rG„ 'nx POT 11001edf e'seew. Envier Dovc 2UbCfo0I Sao,, F.11, IA.'. A,.-.. Conpli-ma.d- Crnlec]tkv, i4." . ,refi" JILM14M hudkcll 0.q a PIo6Nt Mbd.I.Ihnibwyr Neer 0 5OP55;C 11,rvr kt,ale In".0 Ndn Pool MIMI Ill,"*rlWepdeuo( OpeWa ':,:'. Iv;'o7o No YM Ync W. :wtwawe Edge Fiepypw Singe Door X eon/gureoonl Nmm�w ba/lF:v awot,►n{rd6yurA up.," 1211 M. Y" Yes WA Carww r.y. elb«gga9 Singe D.ti4 wth S delasj. nnvvaybU,,,�.g. XO, GXv OXO r:mngJ M .`9! 14u M 4613J c) 6end:krdPe069„d Op.nue 1 ^.•,1,:1:: n No Yea Yes W. a to a E011s Fiberglass O-ble Door oath or vein N.1 Ft.dMaaf dr,rra,grdeorr,g, XX a O111(D i-Pol peaSA 8"at 61",111 Glared 1y',1/.'0_`C No ref Yea WA '-post. Ede. Flbnyan rnplr [I- iNaMlnoOunww4: X emigumtm) 14omIned 41111 awa.eroedagvot Glazes 12/J1RIRa tab rap Yes WA Cono*W* EI Fiber" Singe Deg wean SWWb(a) (In1l0rlaOur.Ana: XD. OX or OXG -wroi- [ Montt M 6111 lima:angaaseuet GY24d 1211102O2t No Yes its WA ,'rxnppale alp. FlDarele" Double Coor oM or v Inttrl 40Mt.. olow lg/CAnswrg; XX or CI :!aeJJlMlmn ,I"rrr.M nAM3n.0 .Aged.Mlp.dBpJd CA. tee .,71I?1dI No Yn 1+. WA C u,wl•J,I•r Fdy FU,rye.ss Rlnrje It.,r (hMngJ(Xtlswlnt. X .m Iqu Inc n) MtT1Ina(6Ae300 Aoud.Rpd60uo. r+lua,1 12/312026 Mr Yes, Yea WA Caipoilie Elge Fiber" Stage Dori rich 9M4R s)d,17ryderviv :XO, Ott or OXD honvnd't JIAa'i Bold. lipn,111,1IU Olared r,. I.(:n No Yaw I- WA Cerwtowe Ldpe rlb«y.,a :N.ut..e rAe mtn v wan0id ddMXss RnxmyW(•rwnp, i�i ,z :JNXi; oalfpgfMlalp -".116AA3gbiOIM:l,pap8e4r0( Glared 12L3117p15 ft. vr, Yea WA Vi COW ConpOSaa Edge Fiber" Sngle tJ..a ,Wl sry,ge,LI,..I•d,g. Xc, ngl Milan) N-M 6AA1o. A scNd.1 '1M m 11,d �:Iszed 1 0V 1 No Y. I., WA Makled op,Crvnpf. .sM ,N7. rrLm.g]:. 9npN Doe «Xh I',J.t'ed M k d rep..- SI.1MMe'^,r rhvooriwou'hwing, XO ty r Oyu M{urCbrswf Ntrrnn a 40"WS awad"dAq,a[ Osed 1211,*ON No Yarn VYa WA M*»l 11,%drd � Ccmpow. Edon Frboglo- Dollbs, Dot - In wr1h.vl1 Guzed Melded Op- Solon- (IntNng"M1141): XX or OYX'::' 1609e041411 MaNnM 6911 Ar111d',YYp,N 6(p3ot �Ipalu♦ 1W31r211A is. Yet Ye. WA CenlpdMl. Lag. Fi04Ie1.V. singe Doo„rdh 6`111 )p.n 31dabU) (Ina,9nDovskMng: XO. oX Nmrn M CAAI95 atoll. 1riiedlgr.,,Y Opa4e ., ;;:.I N, No Yes rK WA cemoullocage nb,rgals Iwlee On'r.Mh or rfeM Glared Melded Cipen .l1eMe+ (hw61gF0utawlnp, XX a ,7%J:r'i rGnnprl::r'ItI1 it Florida Daptlinent of Business & F'rufausional Regulation one I a I Building Codes anu slandard5 ItN=1 Product Approval Application Detail "It War Quit Hatt Conlo;gt YMWaw r y Swbmlllw f94Anoodowal bun" al" Jets Ros,,dk� Mani -De de BCCO -CEH 1,11I ow)o WX0 VAL 11n64020 102111,W23 1124rA20 ApwwW ig41) A86-0107 (786,115 2'0.1 rreaysM@penrleustnee c an l Aua.rsd for the Asrorad ter Uw :IO1=1 p1y� 1.0ifd UNo1�,e,M f_anlrW [seli,lloa Oere ti MYW 91J1:MdFM1iNZ a" �A h�Nue 1Anyr aadny Gle. Doer o41412021 Yo, Yea Y. IUA PRODUCT APPROVAL SPECIFICATION SHEET(2023) Mard ', ;..... i I I•. As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please proaide the information and approval numbers on the building components listed belc,.1: r they will be utilized on the construction project for which you are applying fora I _„Iu1.I ,:. smorJ _ Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date FCategory/Subcategory RIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) Ft 20461.1 +67.0/-67.0 psf 12/31/ Fie t: 4' ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/311�ti:�i= ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80,0/-80.0 psf 12/31.11'21.: B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 sf 12/31/4 -L=1' PGT Series 5570 NOA 21-0205. 03 +38. 71-38.7 psf 411412:.126 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/.-1-, 23 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12131/ 1y23 Wayne -Dalton , Series 8000/8100/8200 #1124 16X7) FL8248.11 +34.4/-38.3 psf 12/31/21�23 i D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727.747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31I�1: 21Y ': I 2. WINDOWS i A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60-.0 psf 10/8/,- PGT Series 5500 FL239.2 1111 7130/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 61171202E Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023J B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2116/2G24 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3127/2C123 Pella Corporation Series 10 Sliding Window FL12811 N,,A 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 4130/21025 ; Pella Corporation Series 10120 FL6694 +50.0/-50.0 psf 7/15/124 Pella Corporation 10 Series Flange Fixed FL16280 NIA 512512u3' i D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/202�-�'11 E. OTHER PGT Series 5500 FL261.1 N/A 512612026 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/3112023 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 Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/20/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Undedayment FL12328 N/A 6129/2023 Plyglass USA, Inc. (for Tile Roof) POLYS71CK TU MAX FL5259 NIA 12/23IL'�12 _l C. ROOFING FASTENERS NOT USED D, ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580,3 NIA 12/31/�:04-,- Lornanco, Inc DA4 Exahust dent FL17202.1 +97.5/-97.5 psf 12/10/202 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/311 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/�,_25 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 1755, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31124,2~ 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076,2 NIA 12/311 J" All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/311L��� 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart - Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N1A 12/31/4'1C2'-,'' C. ENGINEERED LUMBER MITI industries, Inc. Weyerhaeuser Truss Plates Rim Board, LVL, PSL, LSL FL2197.1 - FL2197.5 FL6527.1 - FL6527.5 NIA NIA 12/31/2C24 10/3112,_-2'�, D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 NIA 9111/1JI :r Commercial Concrete Products. Inc, High Strength Concrete Lintels FL1774 N1A 5/25/2024 j 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 mus4 to available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE - DATE ' .+rPr arFc !."mar,- c: „.,, •. - ..:- , r. , `•1+ -^<ar' N'"1^I, n, rill r N, . r :,,,r ,7•.(:;' ', I...i ^1 =' nfetr ln:t31 Rear uiat;on Pa" I N9 •,uuc ..o)drs ar,d S.:mda ids 1252D22 Otoduct Approval Application Detail P6M01ae tip ';_n ntlrt =nnr;,r�r_ss�:cnxe 'Y ocate(i vadalva ty,,,z,lpypylpgg fQC ADD novel epofoWdl Amu Q 1 ) Kr .Lk PE ";1131;1i.'0 J' I YAX 07r i2v2l) iail&'10Qp App,wed r 1 M F �.• t v f: mw r 1 . n P121ura^1'S�r', .- : finis i'.ro';i;r<e,.,n`.;' X". - a,rf)pgrait0"31 r'^1Px •e F ...o .'•<,: gent• (>x;nki Lnxr yarn ,. r , -. •,; XX or :.)I is I ,i;r :lam a n: ar. r•o •rJ a t. Cpaa ]a 2, t •T AST'.: ti. vrrp rt'� aruArrly .Ir;v.,-II: O%6:J ti�nF��Rs a1"J."1r :Jn rwno08E A3:r. °.rluor'Ir:,nac ,Aq ¢.. °'ipNuw Go if lu to F',ka, L y,n'.ua ': yd 'Ju;:,rnlrn '8"srywot;h,G;ur 1,1uc,,:13r:Tuul :'.'i,.tFniwls'i :k rlpruu .u'a�• ,I I ';+.w rt,T ,Y ';'I;rOq elm J;rI 'p F ,•1 r'r,' :'�:w 1. p .-,'ArI}r,. h.rraw4l �. !•o^n;d ri58.°:,p. 3.,A,-: .Irv-.:.,J ,.:.. W pc1.1e E(., . 'LS !Y A.r,'x'-•J:' . 'M1a L':aflC'tiI t,. r'. ,. � . .. ,. •w tia,r-r ..n „)ass t r.r I an n •I rlril 11 . '1,lNNA `. rnnr_n Ano,ovadfor Uee A22MA9/9r UM l= 21ME .orrract CYr .roil aa7e in "I Dutside HVI Raalsdnt Prnmm .. Yee Yes Yee WA 'tea Yea Y.ls WA ties Ya� II 1.'"' .... Yee Yoe Yee WA . .. .. Yee Ye. Y.n We ', ea Ie4 YA, Ivdi Yes Yea Yes WA - Yos Yes Yes MIN - Yec YM Yea WA p 7.1'i: *',... 'Yea Yes Yee WA ,_. ...:. Yes Yes Yes WA _. ._._ was Yes Yes WA set Vo. Ye. NrA t?^.•".�.::' Ynt Yea Ye[ WA Yet Yc., I(- WA Yee Ye6 Yea WA 1"L":,I'"""': vlp• Yaa No WA Yes No WA . rer. Vat• NU WA ' Yes Yes No WA ... Yes Yes No WA 1 : '_'.' .-, ,. ,. i a. Yea hAl NIA. 1219il ,.,, Yea Yea 140 'NJ,A, t Yes Y40 No WA Yes No WA Yes Yaa No WA Yee Yes No WA 1'Y"'C^: r: wn Yes No WA •-I•xstln Ly*, nr•r'•r' •d Nu.n r !. �rl •.':...>r.f' •?ny,JLit cr, Product Approval AplAication Dr•lail 1 , •eel Ya1,sMJd w L .J 1151.bp1 -t--e 5 CU � CU o W /"'j 0 0 o 0 U_ o .0 CZ 0 Q (n E N 0- Cn 0- O f� H Cn <C MJ Mq y12 arrfU pike Dart lalat P1 enit _�,�l.,r`. Flails Revief yiew ASSI-St MIN" eaum>Ua Con' Eaglet ins• omw-o,2o !W612020 laid, iYIRO 121).VA70 fV a ce ed an Debrathe 202 d app e pahr PX23COOl 4V4.4k'y: i.0&4. Amewdrvaso Am"" for tfn kwm '! m [ir11fl• lrLA wile;'•. D'II 1.1"'1 rtalaud PilWae 1 :1 No Yea No WA No Yes NO NIA No Yee to WA 7C 150; s No Yes No WA No Yes No WA Flr' r 'I vn"• "n .• t>,r:rrdy:y � (1t:foasktn.alR�eg,latlLx' and S:ar,tfar(ks h r')G'A' t AI f r .I 't4i>II' Jtl0r'1 DcL'1I! IY-Z ,rt I ZoillwkN' 8 4 Pr Idyl Ora '4, , �rr,k M""API 10411 r1.v 1N,rek 1 ruy o C r"fiC'nIr sr I a, III I dI i fit:0:' aLl a" ()on �_M_ Will Ydumm 2611111M L22A22MW bmino iris 42rIL�7 (1117W20M 10lZDn020 12ROM20 Approved LuLt..!LVW An.ee•dtut I,e Ao ,,d1,Use kWAiL 010M r pq! a a, 01MWK Q'r#jidth±ru Stdo" Pressure No Yn Y" •31.00A3100 _ NO Yu Yet .300W3350 '7:'Ji 21i:' rs Yee Yee-34.40/1 JO -1: rift C:: rtn,r; ,( Bda;Ir r._ t. :,t;;; cn3' ^cpulclton H alpha j C,HA..y s:l: 1.l 1,i u'1• F'I<ductApproval Application Detail T I'd I Illy I"u5.up1: t:..rdJ3S:.i4J,�.,,.�.:: yNrlllt4_Qa r,.1:, CIA ZdT3 ... rnonr.mnd rfJT see 1, n I Pee, I or I 1 FJ(2M IIYR Qal! QAnt.�"Rnt�INl V him" nap Arti.leYa A,,, d AL" ,2AOrlD20 t2R111202D IZ12II12070 App of 4tltL_Y944'••'ar:t gaX4YMj1t1•N 11„ ATdtlB][lSI.1•)(ilf! mwm Qum Ajryt= lornsa t .n n. . •:J�1r'; 21 YH YES Yet N/A =1x1•.1:. r . J, rl.`1::(,', of rjU51f eo•. ° 'if ..� i;t `'a,'1yll,rl r n P]J.I It.' H,rldYngCcci tatdarct Product AR)roval Applil hm, 10'e Ldil m y 04. Otte DM. r."dr POP C-t,x:1 yn,alse G L.! ,:.,,.. x•lelI YYIgbw FnC Aoeeeaer ttlae@) o aA= r. r. r '.r_'_r:. �. .: w... tin' •1^17202C IVVrI020 ApDroked <w,", ° . e. _•_: Auaaaaa ior Use A.,nrd,red 1:,, U, kum fesw, Coss-r Crcl-v iLC.ws b.1WZ out" HYM nomamJ!�y1O. Nil Yet we •60180 L y L. (D F= ool00000a CIO O Se a Q C-) L_ C/) M -0 IZ O ^� W L W J (Z SHEET NO. PA 11.0� - ------------_- -___- ___ ._._ __ ----. --- - -b N . CU , I Florida Department of Business & Professional Regulation Pogee eta Florida Department of Business d Prolvaimmal Regumbon Pas., d1 Fionde Dopurtmern o1 t3usrless & Pfologson01 Regulation -IIIr1tll'j, r1,,,r,r' 4 HN n ,,,,s t f l!. r n: na! Regtrdaha"n pass 1 on 0 8uiilding Codes and Standards 12sfahz2 301dlrt(q Codes and Standards If"21 Bulking Codes and Standards I D ok.Mllil < d;:. 0 I ,lln,,klydr, 1& Igr � � L Prodbuct Approval Application Datal Product Approval Application Oeta{I Product Approval Application Detail Product ApprovA At>q)lkation Donnell t_ L_ CL ----_ _ -__ _ _ - - -_ -- -- --- -_ - -_ - ------- �_._.... -- a) U_ '.. �1 :.. '..:... FLrr17 a _ O .. 2291 :CL ,,..:,.... I. .i� .. :...,.. .: 20 20 Cibf*ndira '.:. 20 .. 1 _ .. _- R.ISiSa.aA ��� : I :.. %4F!?4 llI, Intl Iri' ll,I�Yn U. a,,:i; = m � n im Yaryan r4e'.iwan MG maDYlai6Y19L Thwr TNCorporation !dal= �Na Llconae Validated BY above Jsspoirson Lyndon F Schmidt P E RywJ Kniq P E 10A071=1 FBC Am msel DWIS020"21 1Gr132C7"r1 12f15F2021 Amu Approved � Vanskin ftndkWtlC 5. CmAaLt lIwD7![Aa Ucim Du ass liets.£an&= 2* f4 MONO CAI rx s ttill! raLWsrte oft Deli ��� �t� � a,..,i ��' T I ,.mtt. ul-ruml _Lien vgry�L', ''a..K r.,; ,�Ir4r. """ a':iirr i $r.:'"Zm1i )r,:::lJ_'S:Y���!S:J?.a. x'z"!Li!'a*!.'bi.)2S an Plat Ibmf' llu'7Da AI&! ''L 'n s`:ftb,SlgW aL1u011 Eat � . -mm -F-r � r,,,// � / t �. <Li .:11 " 2e20 PGT pnasvlep _ Rcicash M1,H�Dtdr aOCU-CER hANrn-oah BCCovu 11,175fN2q 1er03+2e2g lln rrip2o Rrm,e>,alo ao2d Mr Winders and Uoors Hrr ,UkrAper Apae.can Aidixtolmi movell kL Utich, PE 1MGM20 ICOG n020 tans -':`;.�' .. l '" r "' .11 : LY'a1I srk.npar rim .. ', eI I M 1 �::rl, ,"r� �,22^,".Uan :12'2n0g0 t1724nOM Apdwed U' „ _0 Category. E.borWr Doors (6bl)s43-76.1t1 PE-13,IOP Is13)7N7XSF; A1TYflydfOfl COSawrVMdars ur"o C7ns)315.15" :"plvamC hrsow.WndW" , 161.3, 3 Mwnuficbo-As'MXWA_ I°'a7)317-0454 ,•_p , r I717,31i. 11M n,',,n e., ul,.r.,:,u ,u1Yu,:a+ „ I"I,I.iiw., .o � .� C (�j SubCaftary:entrains ExtesimDoor AmmWim OiaaPnroordlitme natruco m Suit C4isgery: SnoOIl (lr1I)"G-etno lrfr.h.sldaryule1uWosc e,CCrl.gorv: H1N7'M41:s,1m i II ls,.ali-'d :pan J r g. d3 »,i.,:wn !1♦ l 1 W e©/ Compliancemomotl: "votion Rawrlfrom a FloridaAfd94scl Licensed (k+,da g f:,rnp a„t. N.had: Cetaewbd, MmA a lra,n .1M1 C.r Irnni Wd1a4 f:.11f�atan Fork. rt' L,sraq �' 1 ...ors .. aI b:.k r',:I..,.::. IIII ...I I � a rW ol't Prcf4lo (Engineer g I L_ • i• iJ x%W �.,js fL#ISWI•Nehmuda t.L��lu ti Ira JrerJl FLOW&14V "seta QWUXAUWJM AgMadOW1g ltLL bgg[laullla[!Is t®aa1 ice¢ gMdliY.A4J tNF4 ALwir nag f:gl.4tr ALaat Pirelli iW Sh! laba9aP 1 n,,,„I. , �I 8i'ItA F 14SIm 14at1* Ql d:... ... 3.:4 Ch-r_r ILII., k +, r W=1ra ®aCt,ev.d lu ilea � lO..ilYdli P4t5hY! MVNS ttatk■nt '� proton O = �. ralrllnr p+.�lr11nc1 aMUSAW far LHe &WL% U for Uae IMMA 'r I U= a" tl.HaZ M !i�{ft If- Lens is dlithE Outside Hyru 9erdrdaxr P , :.,, � _ ^_7_P.i_�1F1. u• . , ,.a'IL11-444t'-31atft VI", N, YM NP +$" 0 '�� a•_s Product Madm1. Manager W Name Product;DescriptionC00110101 H.r01Tfstakn D12 1a M1'MZ Warde4NZ 1 SN'15M I lurrye Vii.,.u,ai V"aingl ..9A.,I 0713dreD25 Yea Ye, WA t H41PAFinrld Flarrg.Frsnr 730t I..W.d dll 0?J701°1 4 no Yer, lib .. . •^ ��,,t 1 a. Themae•Tnf F'eer-Cessop and Street, Ester Nominal s4,N30.s %Qv;t,Non-1mp%C suuol. Gel I „^liI <l'^' Single Q,w t+IPC I X 4 O � N^- M2 M glen (Inswrb;/CvIuaing: Xconfioulraborl) I' mll b. Thei Fmw Clank And Sill Norninal 66 V,,s &gaaquot; tNOndmidadtaOpal !'91fM.22 NoYes Ns., NJA .Sitar Composite Edge FSWWibetgkw Single Door with corftwaIGnewinglOuMNiitlg� ,OXaOXA9 ornhguralboaaa) I C V 7 d innrrvuY.i nJ FJX+.C:lexlr. and ErMx>t'A-Sir NOnrlad 6a11rJa;8a4Rrt,Taan.lmpaataquot i'.'ipequa 12f31P2C22 Fiberglass Composite Edge OnunM_ One, ,AU+or No Ya Yg0 N1A 'I l' �A..�. �/�J ` V � {n LL � -0 • C - I vat�hoo se,alrree (INrarryOutravng )(Xm DXxCJ wrrig" 51 "'"tj 4 d Trial- rru Fiber-Classk and 5nwom•Star Nonotral 7WIle,D avox N,)n-I nnrul$:quof. C''¢Aulue 1nlif=4 No Yes No NJA .- - -.-_ _-F _.___-.__-_--_...-.-._.-..____.._______.-_----_------__ -- Compd'uie Fogs Flte,gilaaa:""r7'ngle D,xv 5 a Tirl Tru Pri:w Clasak: and Smooth -Star fv (Inarylr{xutawing, X corliquial Nominal 7al"i al tl, n l...rm,iaquol. Cratqu. 1213117022 No Yes Na N/A Composite Edge Fib egbim S'W,gle Dm Al Sideitmlel (Inavmlglottswlri W. OX or OX0 8 I, Th#rrM*-Tru RN -CWSW prof Smooth -Star aonflg„fahons) ft,ndr al saism;OagrbtNoRlmpaclaquot Opaque 1213142022 No Yes No IVA Floods Depan nibrnt of Business & Professional Rlaguladon Frill t di Florida D apartment of Business & 11rolremsonal Regulabon ,. I 1,,, ,i,-. ', of a,tror,,A C•' 15"slil . & F r'_-fetFi,Yondl ROgL''a'ior Par 1 d1 a)npo" Edge Rbwom Single Door Building Conies and Stands ids Lt1r2021 HLtktnlg Gorkes aw ,Mvndeids ', P+ :.- uT C ,;,a-s arxl an Lmn:tn,' IM=l (IuwngrOultewhg; X conAigu sVon) 7 g, Therms -Tim Fiber -Clavier and Smooth %or f4ardeat RAW,Daglal"N impoot&gw* OR"" 12131f2Cf22 Composite Edge Frbtaglesa Single Door van No Yes NO Nth Product Approval Application De alt Product Approval Applte atlon Detail Pr 0duct Approval Applic#tlUn Detail -. ; ..­__-.,_^_._^____--._.__._,__,_.._..,,...._ _.___----.,_•-..._.---�. ,S. „ la I""?� ,C"W'Ar^ ;111 :.1lr :;'I tl ' h. T'heerrlfNTnl Fiber -Gleam and Snngul•9wr tJomrnaW BwWO;I ° nr'1.0&quw,t4c•nlmp*ut qu;n Clowlue 12r3!/202'2 Ne Yea No NtA - ..,-_ , - Camposers Edge Frbsyeas Double, Cc r.dn Ar rt�l cane..L'. J12do l2aa tees par®.w SAaY tslgrarr ilsid l dift gahPFJeln,na � ^' _A11 JIia .;2a&a Dar R."ll old 9deMlet QnvAing+OulaAing; XXorOJIX(l IYat Yasbmt! r,1,ar,an�r. 19L.t>V`-ya Wdpel pu yJelWdzsl 2finOdllrl 7Be Aur)rurd MI aaY1J} �. Yi'Cai41g Mmr,f.NA,rnr Endraa,vaunslae 'yJIWIUImillh ti iJllllal0ttt ffiK.GstgtYral Aeu.,.,•U 'l ,r ,� :, n' „n, -, _r .r'«lln N, $L9falt,n Ya Watt W pr■t FBC tg■YE 0 tIherrna-Tot Fiber-00"c and Smoott•Ster ConsglRWdone) am Wrrisstl eR a30.s uillNon lrn WI&g0l. Glazed 12J31 r12= P No Yes No WA ARmrebl 242ri PGT lndugw" Jens Rowwld MranW-ode fill-CER Nils-r•Aade aC,CCY-14AL ,Agpygygd II01IMN lie5171I VI I`P:ii kire d Fri ,vr, .'tin NI WIndu•,..rd nisi', a^aM SRlnper LaN RLvms. PC Steam M. Urim, RE 1G0WO lWa2o2C) IWIPI02q 12115" ,, I ' , -�1 I "Nr,'.: 2".il� lr. t, - „. - I11I ,,Y n ,I, k11'I) F- infra •III'I . ":r:r 1JDSl 11,r,3,r,�;yf IInll Approred Cavntxxyte Edge PibP'plads �9mpre Doan Cagpny`PAnrbws IW tY aAG.a110n (7WE13t5-2'.F94 cmo"^Wrrdr,w 1, i'*713E>�•77M'1rY nR'62$u (71713t4-MigA '.per 1 `r'.1: arms. s.:' .:- , , (19s•Mngr:)ulewng; XxNalivll #Wcm.g..Y' Flr,d 00,0411141, 11-140nts r, atsCaaa it MMANOn1 eytllrtoie'new:e:com i r'_1.,-•41.-Y %'",11'•^,: ­.­,,1 ,11 :'!I .",'..,-I, . 1n I Thelma Tit FNral,C.urlsle arvt Snw'm7n.''101 11"I in al 5at30;8&gWtNon.l mpadYup" Gle2ed lJ13tI1{1.,2 Nn Yes No NIA earrpluwN11W,01-1 ".diAr.rrnn PJa,. n t641nq nr," Ca VW"M$Mod Entrsow H00M rail a I I „„A a 'u N.Nfad:. I „':Illnan: ,a •, v on,.ttl:,r,1 am Cnrrpeaft Edge Rbmglau Single Ddor'.Jth Floods Re sslersd N<hNxl a. U-slyd Mono. S Rine) (insWtWOutmWrlg; XO, OX or OXO E"tA24 tgft A crldarrlgrv.l E:ny,on 1_ ICI-II'•�n.l,, ^ ow6gurabonsl ^".9 isit,r Allies * Amtiousi A_tlNoiid film uss 9%ft 11 kThdrmWTnlFbWr•GiWaWwand £Y1nd11•Star hkmdo5anal s.Y','D 12131�2022 Na Yes No r11A Prart<t ModrL Mafia m leaf. C.erre! ElairduvaD.r dItenall O,dddr lilulii Bsalitad ►reau, a F �5�sPl�c'��R s - �,. •'"I �: - . ,: M r I N I111: :: '.:. Pr ^AA"t Vrl`l I I rl 1. PWINA Aft law 1t.Ilffi!x 4k1'�r.lLY.t{Z ftE+b;bagriplasn.Im Cc�anpoeian Edge Fibrglan Double Door» #tli or or vilmou12n1eMws linWMngr0urrmmg XX m 0XX0 satil Pyl-SSMilu Mlseoalel11Mar lit AlD"ML,oe � rsn h A , „ " V r ..t,krdl[Sllltrri,'IDa1,v 11 ^Rey '(et Y4rr WA 1,^ I TnP.rmA"lob F,Ler�;lae4,oandSmaolh-Stet q.Ity.1411Ona) P"brnrrallQN,^,3;9agwt:l,Fon-ImpaDtSaI1nA Glared 1213112[7.t2 No Yet No NIA ease WAomal Nam prune.. Hil Riedil r�gfaa Ar I+an 1, osaglrardF l 14 rfaJ9DlL QUUW d= Rattail EuLIILL, __._.. __,.._._.. __. ___. .__.. Canpwihe Edge Fiberglas Singh Door ' O,mmndoubwhg; X miWigeration) ; 13 m. TFerrool ru Fiber.Clasirc and SrromA.6b, Nominal 7&4%,08gWtN*,ImpecULgr^11ot, Glazed l2;`31rJ0W No Yes rvn IVA Compeers Edge Fd"ns $Inyle Coot walr Srdelial ()hsonsall uew'ing, XO, OX a OXO owtourabons) ---- ' - - -- --- --------- ------- ----- - 14 n.Theme-Tnu Fhw-Clnsk and Smoot -Star PbnMal SLIW,DA U*Nan•Impmd&quct, GYfW 1=172W2 No Yea Na IUA Corgosfat Edge Rbeglau Single Door p,bata,IngfDbflavrsg; JC 3onVYgar4w0on1 .. 18 o Tham l Fibw-Chnb end Smooth -Star horned B&.OW,,OAawt7Nur,4mppot&glfrx, Gland lmlr2022 Nit Yes No N1A i Oxnpmiw Edge FdIW'trlaas Single Door wah 3dWYaep) OX OXO i pnssiruloulaa4rea'. X0, or Florida Depaitmers of Business & Prefessionai Regulation Feav I .r' Florida Deparnnerd of Business & Professional Regulation 1, : Florida EJA3partmerd of BLs'rney,s S Prolf0n3{grnal Regu laticrl seal 16 Ir ThW?l,o ,Fibw.ClsnlCand;Stll conlgurNons) Nemirow S MO&gwt►kr►rnpadagl-iacGland 1=112022 nla Yes Nor, NrA Building Codas amiStarsdVads '�'^.:• Building Codes and Standards - i i 3tilll!diling10rda,sand:starldp.tds a Composite Edge Rb*Vm Double Door vita on Without sdew4m or4wao,Ouhlwi v,, XX or 070(0 Product Approval Application Detail Product Approval Application Detail i Product AppI a; A PPlic alion Octal I owboumions) .._ 17 q Therm*Tru Fiber•CW*w and Smooth -Star N manal MON.b wLNorrimpadaslMot ue 12fJ'l=," No Yes No WA rt ' ','''.'.. .. �-. -I + CompoelYe Edge Rbrom Single Door w4q � StI - rl-a ,JI a 18 r. TFlemle Tru FWer Clsnband STrrAUdl•$ie okariloquot 12RJ1l2022 NO Yes N3o NIA SeJI! a r,l +. ` grit: IaRt )b6l tLWOa 4aR im _. r .,., ku, SL n 1 Composite Edga ewe Single Doo hOpaque fldrl4(e)and Tfamem (InmFnngyOutm'A,ng Or)4O lxu Rsvia4n 2020 Joel hlerdls onions iarodwcls. ,nu ialal afil Er) e.atWmraY YduwA av C un . Cwln and, l'ad clial V. A.udr.»' Tan P. L 1. 'I IA1A.'1XI: i I;✓14r°.071R 011W_ I" I a$r FBC Appr, a I1faL ]■Glenn ReAsi. 2020 ttag114Ktlllat Ahrds Ctaabd s�W Alin..yridrnd av N,0 T'honp- Lynd- F Soi.ld. P 6. R J King P r yarn g, )adw" li■eial O'b'13n021 020SIr 1 FBC 02na2021 lagg,-r5^t 04AW •.... ia;,'!A nI ias Y.,ul;n YAUUrlrn,r<a nr::+rr.,,, b I: ,,,-,,, .� 1aNr,^Iia! W al,een�tlu:.LIY_u VIltUldtLLLt NIICY IAptl EOnA Rct rl dPLrI,I.,1..., ar ti. I ' ll;i^,. r'>E VAINM6ol F= IWIS2G22 12n72022 12nM022 0211il pp lu 1p Therme•Tru Pbol-Clams: S"mtb_Sx1, (JOY. Or OJDXO aorslourotlarlel NominalSSM;BaquoCNor,4 0psqut 1213112022 No '^rare No N!A calseNp, pal WrMN I'^t01 US Sul) n11'W!v; ' 3.._r'S7.'2126 C1100W. Pa. el WefN W:14J V22 i.lds PC 4.4Ov ,8131797'-asss c. ,,. r r r rip d15n0 7We 411 r" �-:err., *'. . ,I,?, a are pRAaqulot Composite Edge Flbsra*o9 gieDow fah VACaleaorytsong arad.d*,th.0j.nrwas.rd - Srbcehgory:Solsta r01-ii fifolwd.Puna >.4ti 1 r N I.pl'I 'l:uylk•. 1n,,Imnlpip, M1.4 Mj 5datti[y 0 vAngr01dav4ng; XO,'DX or OXO constants M$Mont E•volualim Ripon tom a . - Ceinpm-.Mwhodl EVOUM-a ;1,i..d,I- . Cnr.P In W, amW r tid1 A!'On ,Re lIIpin A Continuous Heed end FAN OOali Wxbwa) Florida Registered Ahmed are Wonsan Flotl. FIt.Id.RegWM-JA,dhga-1,vn t.ln .drlo4d. .. ,,s�MA,I'....... n u tour."" u.aJ Ill :20 t t'hammLLTru FIDer.Cl►ssY anJ 5rraoln.8'bor NADmInal SAMDaqucf4Non inipsd&wot Opaque 12A3t12'0'22 N6 Yes No WA Prdesals sl Enoln.er Arita. no., Fngneer, „ „,r F'':c1 ,r,I. ConpoaiteEdge Flborgbin Single Door vAN ^a-'t,! StdW ko(W 0riaavttgfOuae Biro; M. OX a OXO fLala1e24Re Products 11a1s2r2-R) eaalls Ir�:n1 pt,^nI- d and 90 Continuous O& dla lrs & W) GadIM AmtUa. AdaOn� rn Uea A.uerli, �1kea0I,N1rMZ Amrerlibolled for a _ M93WJQf.gn tom NAM 21 u. TberRle•Tru FNtr-CMissic artl Srtodg-Star SS*octNor Nemlrolatflfi3gts atquotNon-Irttp4staqu0t 61W2W 12t3V2022 Compotes EdsR Flhorglem Single Dow aft A4D yes No WA IYWa,t od�'IMadd rL-n. i1 - r .lr.ltart!! ii Itas■lant 1.'d'taUAC3' S 1 �_ P'adra YoiW, lerref.. Wriit - , li hora.•J bl4rlp[Ip11 fWa�i K•f ll. Mire i1/�a l, . f Wyoll h, NVMt j R�1 _ 1.W __,L _ , gill K M 'tar ^,, �,.��.�'rr A .. r I'N,I fFr nl� 1,.r t 1 N" LMrya'l'FNi1�YM1 Qdt1 L,�'i!1!A � iD.tlktli �I I ��g}. solo lW[sl(I MnvinsioOKWrrg. 1CO3 DX or OXO I corms era top"r.,,dng lilt-sanan{ls p,4oI 1'2,.3M10 Yes Yes MIA N!A 1 d tqua2TagtoM &01a Veniersold,,."ads I)r)1r.?,75:1 lino lei, No 1 , .... .. ,. Ay)rd'r :l?.,I Tlrrl . ,.., .,_. 1, I. .... ^. , , .. ., :'d.,.+. ,.,,I I11.t .r To.,u IIOU 4.v,l , d . N, Ye¢ NIA WA Continuous Head and S411 axlhpuwtmYns) 2 H.terwnk L.p ShcaO 1bot,"mol lap scar, 12r312on Yea Yes NIA NIA 2 h. aaNalM I.- T4aq.ot, Sn4h Vanier Sod WAA nda 12MI,2023 Na 'Yes No ' . ". I.:^,.1. ne..'s . • -. " ^-., - , ..,.,,'..., 4 v,Thermo.Tru Filer-C*uio*W$mmb•Star Nominal 8&0W.0aquot.Non imaxasgwist: Glazed 12131f= NO Yes No Tull ;, o. aquel:Gre"Wiar Nhtwpp Besop"M son rill c$Oil Veryt SNa IZP11M No Yes No ' Composite Edge Flberglass Soot Dow rite, 4 d. Aqua:osaquot seat vent ar gold Wye Rafe IWlreo.a. Nn Yea No ._.._.__---__.._._.._..--_..-.__-__..__._.__.._ ._.,.._._. _._..___----...._. _.._._......._._... ___- �_..W.. Sewall (In4h11ngrOuewng Ara. GA or OXO a Aqua:Chm1. 00a,sti; all vent or eels Vsyt pane I :'.ran p,l2 N. Y. Na 7^' wThsrr'na•TruFlbsrCsanrk.aadSn,arAllStat Continuous I*W and Slli wrrhguestrnaY Nominal sM,2D,sBquot;Non•lmpx,ta,qum,Gpsqun it/3ir`?022 No Yq NO WA F I$qud,5uper Cap,oAqut; Seib ~- rdid VLlyl Safe 12;11:Cln2). r;, Y., Na Car recalls Edge Fibers Islas Dow Paneis Ii Yoni alma dlnsvmwovbrmv, XX JD(X at X-lim Conti mt ___- _ - - ____ -- ' _ __. _ _-.-.- -. __.._... ._..___._.. ___. -�_ _ 24 . Thewal Fib. Craaar, and Srro,sib-Star Nominal S&M,D isquat NondmQAotaqual Opaque 121311:N122 No Yes No Will I onelonorth I1t1rtl berglass Dow PXXX Composite Edge ice; 5ldeie(s) Mba XX or XJ00C I confiigurabons) 1 2£ y TAarma.Tru Fow.ClauioamaSmooth•Stsr Nominal 6310 g; B aquot; NAM .I mparl6gUot Gland 121`311= No Yes rio WA Compbets Edge Fiberglass Gam Perole Win Veneetl advl %) ( rtswrip'0~)g XX, )V,X or)Q= W Florida Dapaltnterit of Business & Professional Regulation P.", I Jy t Florida Department of Su"wil 6Y & Wolamoonal '+�egukalrorl , .- f' k.srl r,su'1 I I,r'I err Irr',; Ili ,_' T, oo, .. L-urv',. .• r.,' lei V i„()I, -�: si w'. p.sa f d t ownfguratione) Biilding Codes and StundariLs IIvW.Wi Building Codes and SWridard5 ,_,J )41.:Dd,-_ )i :.',II'I0 ",V!^, 1011.'.021 20 z ThemriiAtFiow,Clualanti SmootlrSar Nom,mIW30:0agtol lon!rr*,Iggwot:GIRM In1r20Q2 No Yes W. NI Composite Edge Fiberglass Door PareM1 vim VontW sctara,(.l nl nawingrounawrru 7'A' xxx or rxxx Product Approval AWc allots Detail Product Approval Apirlicallon Detail «lUn 1 Al)llrtr-'al aitl9ll, hlYnr'I L1aIaIl Aonngurathlm) _-'-- ..._.. ... _ .._...-_. _.._-_....-. .__.-_-.-.,,_.....-_,.._-,...^,-",-,.„-,..�.--„_.____.___,.-------_.-..__.-_.�.......�-.�.__�.._�. -..... ., ,. , ,,, _ ... : r, _ 27 za. Therms -info Fiber•Cfawc aW SmgOth-Blaf NamlrNl Csd30,B 5.luot Mon -I nYpautBuu:vl. Glazed 17J31f2022 No Yes INo Ti1A _ Edge Fiberpbas'Singk C1oar wrh 'SAW3e f.' t{,t1Zai1' - 1101224A :: fl I I,..• ':, ��n.w..� SidC�,'{� gn .MVOut$ ,rV: W. OX to OXQ owm2tn S.mbl fr.ero Hutt Peg I7YtGi� &rnt .� . aNYY ar .Galt am DK* litlldna OKI- r :t .Q✓� � 2e zb. ThwrAm-Tru FWer-Clauk and SmwYh•Sur b sera NominalesA:�I:B aquOt Non-Impwilqum Glazed IP3112022 No Inn. NK, NA mm ,malls!.+ Y.nafslnurl. liaauyal&.mu VArwa,d rW y FHGAmnrW ,� mm NmmfsdLw anemias A r.lasma 5(ddd Yr ] FBC Amrowr �,., .' _ •.a', , ^ • e' „+ ., Iu..� •.. : , ,. it .re, .f:sn __�n,:rll a r., r.,., ski, :emr s 1-1:,rI,",x ': �s'�sl,ua vn --¢Ir -.__. - °ll vasddsd saAxMard PaC nor __^.._ST,2"+I ARC no - n.,_. Composite Edge Fibers lose Do" Door -AM Rothl 2020 rAMKO aWdelg RDW,b LLC rLerm E40 Robert Nominal .g''.1r1 rlbilZe,ayn FL 10174113M QW.1%70W 1102"M 120,151I ApProwd revisor, 2020 IL-V4 nlorrestr,,IAG dine Thor.{,m0u,,JW11l,,ld tory,:•hoYkTen 29davYR Pfaeal SAelren M Loth. PE 09,17172023 0'WI8`7= OafL2 no IdIMV,"'.: :_'m.»I:.n :-'I:.nr.n Mao "f I'lluctn n:,.- +?c'.tl-:<.: .•,. r, ^•r. I.,, .. !v rkr., f ,. r. u!s.r1rl, ;:1: :1:pr'A:wJd'20 .,+.,V.111Y1 10r 4':rr2D 92r1.2020 nPP,a..d '3&N:1p V film"%lin.wlnen"'Jin.rAlq Ox•X1J CdeavY: Ravens 141 T3 a2A.aet4 PE-9o1Es 'p5n17>;'.R:.n Midas Carrpsn YITANC4I IR13,7A:N3a5W Pa.7a02t II711)'317d43A II r:. Y°,I ,..,• , . Z era Thermal Famr-Clashes and smote-BtWr aonApuraupnll l40r• nsl B&MX00gk Nvr l,ib,o 4WU, L Glazed 12f91r2D22 No Yes NO Tq.0, yA-t, sern_eL*aM4" as -ram Ga.gidrY RrK�anq IWbCaEapary: P�onlnp Ateesvarlle rnsl sr+en IanldA W^I.irkarlrng tam �.4Cd u u � mu f'a ,14 aI C1 rr 11 r�, ,I l':,, I r::I! , „ 1 I. , C:amL4Kvla F.i1ge Fd/sfglnuy c►+SIn ikwr with'S&N3l'i3O MRhort Regan lama 4II,ourea Purl afna Rmoenq tY.lnm I C'r.r-:P w rleihewt: n Sidetke(�(IAA9vnglOulawng, X(), C,iX ey ,'TXO Flaldl Rrrq►seredMmsxtara LlwrmORordm CnfrPl1.9r1 Mnr,td:1'. v iusttrl HOW Wean a . . i - . ^ 1, .+ „I:i," 30 zit, Th.rna•TroF&or Okaoicand Smooth -Star oonfpuralloll Ntrnelel e&#4:0&quotNOn-Impw!&qulat Gland 1'2f3S12G22 N,a Ye. P40 NPA proFeaaloo l Engineer F)- k00; Rlir"11.d rUSenletl0ra Linnsed Fl.kl1 P desa mo Engnem I , , , Edge p lam bob Door ft f-,/.%3:i,Tt'�S'g$h 09141110 C ..,Ir WMn 'OXXO n, orrollty Asau'raslca a r fern Approved lot Una hmyw fotuol om RM 31 ze. ThwmW.Tm F*W-CMM snd SmiootA-Slar connoupCompoo Nominal 7aa35)U aqu orn l-Im i1a11tLeQtJOt, She tat 12131r2022 Nlo I as NO NPA 6=e r Mnda. Munbr nr Nema IAMKC/Rdd Undeoleyn»ntnf NnM2e Protlual DealrieNen RDol fa 'f14, F[L. HIHd Jtl?W2LT22� OuhYda HYYtZ Yes Na quit NIA 1C1i'diri A Gana OMm ,1 Use AtiMavudl AI� v.111 YM� , �6t ` -' '.I;. I , . -�.._...i4'a,12aL ±tli•L'Lbt..... N�'..!a .. ..,, ,..,,, LP,. ft,.. V�I I-."1J - I .,. �., Sel v. .. r oo :.r: er ... , ._ .. i1 k,,:.q°al..n', na[n , rl r+i l:. 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Zo2 3 Virtual Rev. Plans Review co wAsplesist, Inc. for comPliance with the ?0d0 led and approved by Debra Anne Klahr PX2300h Ed1 io March 6, 2023 -4-r N C- �Lr © U IL O (U 0 O 0 Ll. U) O `m��Ue L � �'�'a— .CU ��� 11 —0 Cn L (D soon, N Z U) ca 0 > CL o Q � U O CL Um O � w:�F C— � z� J z a SHEET N0. PA 1.2� Simpson Strong -Tie 2020 FBC Approved Products Updated 1201 For dWe9,M links to oil SST apprIN111% failed tiflair, CLICK bitill For additional information regarding I'llorldrit's FAidevildo Product Approval ftsi and Mhuni-13adir CouriN Nrtk�- ix A-VitAkneg, "I � L,C I � I E'I' r FLSI AW Product Model, Number or Name Produict Description I Trillion Stainless Steel Concrete & MaSorry, Screw (ITN-SS) Vil"charillater Tien stainless steel masonry sciew FLA05MRS 2111" Product Model. Numharor Name Product Descrintlan I SDI Of 12DBB Outdoor Accents Connector �uirtw 2 SDi SID92112,80101112. SDIC212 Strong Ofive SID Conripricir:Sciew 3 $D9112S4 SMI 2SS bliorip Dirwo !Xl ir:onnedut SS Screw 4 SDCF22431, SIDI SDCF22614, SDCF227DO, SDCF22858, SDCF221014, 'S'D(,P Timber-CP Scrl SDCF221 I Sill, SEXF221334, SDCF271958, SDCF272358 5 SDCP2243A, SXPi SDCP22614, SOCP22700, SDCP22858 SD(;P22912, SIX;P Timber-CIP Screw SDCP221 100, SDCP221134, SDC M71400 6 SDHR27400 SOHR,17614 SOHR31400, SCHR31614 Strong-Orlive SDHR Combr:,44ead Screw 7 SDS25112 SDS25134, SIDS2152,00, SIDS25112., SDS25300, SDS263112, SDS26412 Strong -Drive 606 Heavy -Duty Connector Screw SDS25500 SIDS25800, SIDSV.W0 8 SDS2511266, SDS2520I SCS25212SI SDS25303SS SOS26312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2 720, SIDWIF2724, SDWII SIDWIF2730 Strong-Drivi SIDVW Floor -to -Floor Screw FLIM0007-RO All EM99amagoNumber gLum I ATR318, ATRIIZ ATR518, ATR314 Threaded Rods 2 ATUDS, ATUD&2, ATUD9, ATUM2, ATUM3, ATUDI 4, ATUD14-2 Aluminum Take -Up Device 3 UPWIi EF112, BPI/2.3, BP5/8-2, BP-W3, BP314. BP314-3, BPRTUD34 Basting Mates 4 CNW3/8 CIM10, CWAM. CW@I CNWSM-112, CNW.Vill Coupler Nuts 6 CTUD56, CTUM, CTUDOS CTUD76, CTUD7e, CTUD77, CTUDI CTII CTUIDST Coupling Take -Up Device CTUDDS, CTUD99 6 N3, N4, NIS, HIS Heavy Hex Nuts 7 RIF UO3, RTUD3B, RTUD4, RTU04B RTUDI RTUDa, RTUD7, RTUD8 Rallicheting Take -Up Device 8 TUDD, TUD110 Taker-UpDovico 9 TUW38 Take -Up Washer 10 URSS 318"Upir"t Rod Run T ledown System .111 URS4 117' Uplft Rod Run Tledowin System 12 URS6 101ir'Upsit Rod Run Tiodom System 13 LIRSO NO" Opirit Rocl RunToodawil System F1.810,441-111111i4 AW ProductIlladal NumberorNam fartidUctDo2=011:11(tin 1 DTT2 Hold-down 2 HOC1014, HDC1O= Hold I S H008, H HCQ1 1 , HHDQ 14 Hold -down 4 HDU2.HDLA HD115 HII HrNill t-0014 Hold-down 5 HPA26, HII Strap -style Pullin anchor (k LSTII _STHDBRj Strap -style hold-down 7 MASA.MAcAP f-curidwors anchor strap 8 MPA132. MPAI" tlhap stye purbin anchor 9 Pi Pfil PA28, PA35, Pi PARS site Ili punir, anchor 10 PAI18, PAI23 PA126 Pi Strop sill 10„Irllv anchor 11 STHD10, STHD1 DRJ 14ilrairs" hold-down 12 STH014 STHD14RJ Sri ap sliI ,old. down Wild Simpson Slrong-Tie 2D20 FBC Approved Products updated ,2rci:o2o M= Fa dked Inks to all $1111T appirchl Istard below, CLICK HER Far additional ingama3on regardirl Hanoi Statewide Product Appiwall Sysitim and Fillers Dade (Lounty Notice of ArcaPdanl (li 21 LB series hangers Top flange hangers avail In width of 1-911 &'and heights ranging from 6-3lil to 15-118" 22 LBAZ genes hangers Top flange, hangers ovallatchr in width oti-9116' and hiliII ranging from 9,3016rid, 13-111 23 LII LED5, I_E(.i sari" hangers Topilange hinglithil avariablit in widths ranging from 3-114!'to 0- 7i8,' and herli ra%prl from Wild 33-Ir2' 24 MESS. IMEG7 series hangers Topfl3rige hangill A"ilablir in widths; ranging from 5-114"to 6- 7/8"and heights ranging fic, n 9" to 17-1,1!2' 25 MIT sonill hangers Top flange hangers avoilabits In widtfis longing from 1 -WIT'llo 5- 118"and heights ranging horn 9 114" to 24" x PF, Pi >FUB. PlLSB set** haripill Top flovilifir hangers available in siridth of I -9116'sairld heights ranging Irorin 3-3/8" to 7 118' 27 RR Ridge talker connector "IS WIP sonee hangers Top flange hangers rivallabis in widths mill from 1 -WIff'Ito 7- 118" and heights ranging 91i'4"to 32". EL111101111110,10 P duct Modal. Number or Nama 1 ABA44, A3A44FI ABA46, ABA48R, ABA86 AlBA66R 2 ABU44, A91.144i ASU415 ABU46R, ABIL115-5, ABU5-6, AB0315, AB11166, A8066R ABU88, ABU 88R, ABU1 010 ABU 101 Orl ABUI 212, ABUI 212R 3 ABW44Z, ABW44R7, ARN46Z, ABW411I AINY136Z, APWfW>RZ ABW?.7 4 A04, AC4i ACE4, ACO, ACOR, ACES 6 BU4, BC45. BC4R, SCO, BC6R, BCS. BCS2-7J4. BCS2_31116 6 CS44, CNN C846 CIPAII ceW 7 CUS044 aDS2 C135040-SDIS2. CSWOO-SDS2. CS9086-SO52, CUS086 SUS.' 8 CC. ECG. EOCFj Series 9 COCI-SIM-5, FCCQ-SDS2 5 Series TO CPT447, CPTW- Cloi 11 EPB44A., =Pi EPS46, Eli 12 EPS4Z 13 Lce", LCBN 14 LPC4Z,LPCOZ is MPI 11,11PS15a, MpBoaz 16 PII PB44li PB4Q PII Pi 17 PUS"A, ^P_340 PlI 16 Pelvid. PBV 10 19 PC44-16 FICA6.11 6, 9^48-116, PC64.1 S. PI 16 EPI 1111 EFC48-18, EPC46-18, EPC04 16, EPCOO-le 20 PI Pi Pi PCORZ, PC8Z, Pi C-II FPC4FI EII EPOORZ, EPCaZ, EPC8RZ 21 PIPS44442. PPB44-eZ 22 RPBZ ftMOBWp-R5 I II A. IF SA 1 FRFP 3 Of 46-6, Of 146-5, /) 1148-6 CH48-8, GH4104 G11,1110-8. GHI66-6, 1 CI188 6, Q1 W8- Fl. (P 1610 111 (111-161 D IF 4 GL25A. Gli Cli GI-26L I GII Gli Gli 5 (II-PIT51 2 ('3131-7812 OLPTS18 GOLLT616, GILDT520, GBLT62D 6 HGLBA. IQLBU, HGII HGII 7 HGT-2, HIST-3, HOT-4 8 UFPIII 9 URFP Product Descriation Adjustable Post Base Adjustable Post Base Adjustable Post Base Pool Cap Pool Cap Embedded Column ease Erintodd ad Column Base Bolted column caps with W1 ranging from 3-114" to S-1 7" Hird W2 ranging from 3.5,08" to 7.Il`7' Screlivild column caps with W1 forging from 3-1/4"Ito q-112'and W2 ranging Indinin 3.5j8" to 7-1/2" Concealed Post Tie Base Eirrintiodd ad Pi Base Embedded Post Base Embedded Column Base Light, Post Cap Moorient Post Rps,> Embedded Post 8faso Embedded Post &IsP Round Post Base Posi Cap Post Cap Post Base Retrofit PrAir Hawn i rill Foundation Anchor Flat Fortrofft Foundation Plalp Girder Hanger Clihm Bearing Plate 01olom Bearing Plate I feavy 4:Nulam Bearl Plait Noway llitder Twi Universal rouncLitiori Ptiii untwerset Retrofit I ourclatorl Plate C3 Simpson Strong -Tie 2020 FBC Approved Products Updated QW20220 Por dwt Inks to rot 65T approwiI 11i hem For addholial Information liogarcIpig I-Idrijj 519THI, wilu rroJI Appl'ovel Sistirm stint County Notice of Arcliptance rrt0A) IFL01044&-IRS §nj forgiluct Mel. Number or Name Product Desiorlicition I A.21 A23, A33 A34 All A44 Angles AFI APA4, APAfiI, APVA21 APVA4 A11VA6 Outdoor Accents Angles 3 APL344, AP544R, APVB515, APF3WH il�PtMid All­"L)Ari'{APLI101r) APT11Q1 0)R, AP"T44, C jtdool Act-erits Post Bases AP1,`B44R, APVBW, APVB66R, Al"Vb88, AFIVI`188R, Al"W31011LI Alli)[1191:11li? 4 APDjT24. APDJT2R-4, APDJT2-6, APDJT2R-e, Arrill 12-4, Af)VL)J [�'R 4, All"Vu. I �'li i P'CL:erlts L*:k Jil Ties APVDJT2R li 6 APHI-146,APHH4tif"i AP41I Alill-fliliI Outdoor Accents Heavy Hanger III APL4.APL6APT4 APT8,APV4,APi APVT4 APVT6 Outdoor Ao(mrits L and T Beam-lo-Column 7 APLH24, APLH24R APLH26, Al"'Li 126R, Al"LI;21(i, APLH21OR Outdoor Accents Light Hangers a Bi Brick Verger Ledger Connector 9 CBT2Z CBT4Z Coroeraled Beam T es 10 CJT3Z, CJT4Z, CJW, CJT6? cicretuill Joist Tog 11 DjT14 I K Ji Tie 12 IDS III Wall Stop 13 11 FCS FraminuCl,ps 14 FVVANIZ Foundation VWall Anglia, 15 GA1 GA2 Gusset Angles 16 11111 HI HIII HIOS, H14, HGAIO Hurricane Tint; 17 HCjTZ Heavy Concealed Jost I we 18 HH4, HH5 Header Hangers 19 KBSIZ Knee-113hicat Ste bilibrof 20 L30, 11.50. 111 L90 Angles, 21 UCIE4 Post, COO 22 LS30, LSII LS70. III Skowable Angles ,n LSCZ Ad junta He Stair 8tr:,,q,­ Con Irv! u I 24 LSW26LZ, LSSJ26RZ, LSSJ28U. LSSii LSSJ21OLZ. II URI f ii Adliustaolar Jack (longer 25 LSSR1 81, ILSSR2 1, LSSR2-37, LSSR2 "A I,SSR210-2. LSSR41 0 riliki 26 LTP4.LTP5 Tie Plates 27 ML73Z, 0,11111�2242, 111,01111-282, ML26Z ML7107 A,,qI(iii. 2B IMMH8 Root I ar-lDown 29 MMHC Hir9cii.lL Pool C:rinri 'A) MMLU26, MMLII MMLL!26, MNLU28.2, NAMI MIMLIU12111, MIMLII NIMILI-11311 I-ace-ti Aar gors II REICP UO(A iroLriljjjd.ly <.41IJS Rocif Ito I)ovari 33 RTC,227, RTC42 RTC27 RTC44 1I Tle Connectors 34 STC.STCli Ill:',4 1-nitilsCiri 35 7JO37, III TrusaJm;k('.I;al, 38 Z2,Z4.Z44 Panel StIfterel G lipt IFIL111111110447-IRS Utter Product ftydol, Number or Name 1 AHEP 2 DSC2R-M,,,,? sr":;!, 2 G RIC 4 li 81, 111 HCP4 t HHRG2-2, HHFI HHRC42.2 11-1),14C411 I} i ARC44 04RC5 25,13 23 HHRr 1 HHRC86 a li BI, HRG22 7 LRII LRU28: LRU21 0, LRU212 8 LSI.126, LSSU28, LSSU21 0 9 TBE4, TBEC 10 TC24 TC26 TC28 11 THA29, THI THA21 8, THA218.2, THA22.11-2, I HA41'i, I III it, I H A(I-II a II THAC422 THA426, THA422-2, TRA426-2 12 THAII IIII THA1112.011122,THAPAJ22. THAI222. THAI TH435122, THii THAL 422, T14AR422 14 1 HJAI L T-IJA26, LTHMA L 1) Ti IjM2 4.SDS3, THJM2 5-SDS3, TRJU26. TPJU28-W iti I SBR2 24 '7 VPA2 VII VPA3, VPA35, VPA4 its VII -M Simpson Strong -Tie 2020 FBC Approved Products vpcwec For Ini In 11188 r Ilf":l nilli'll" LLi,_*J. JIIAr�' • Car 1I , lowtv,;ll Flalild a 8tel, We "lorricl AnliftI arld ticf11* of Anneirrance IrIC.A) C FL#104H-Rs Sea Product Model, Number or Ndmid PirciductlDescriation 1 81, 611 b, BIL-I Brick Ties 2 CMSTI2, CIVi CNISTC103 :"iaukd Kills 3 CS14, CS16, CS18, CS20, C522 4 CSHPIS, CAHIPPO cu" Soaps 6 CTS2118 rUofii press to,V7virritior 5tlup 6 Di SSP, TSP Said to Prate tie 7 111 HICA. ii H3, HI III Hit, Ii HI6-2, Hltr!,$ Hlurrlcane Tit-, 8 HGT-2, HGT-3, HGT-4 H,i),,{ Ii der Twr own 9 HS24 Bull I, j no ilia 10 HSi 9, HSS2-2-SCS3 HSS2-iII-SD53 HSs4-SETS 3 Hriiayu I'•ll.ld SInt 11 HST2: HST3. HST5. HI S121il'i'l S11I 12 HTS16, HTS20, HTS224, HTS28, HI S30, HI S3Alt,; Heavi., 'mlif, �'frar 13 HTSQ16KTZ, HTS020KTZ Heavy Twist SI;AP 14 1 FTA Light Floor Tie Anchor It, ISI 1,51, 1 WA'2 I S'T A I F, L ST An 8, LETA21 USTA24, LSTA310, LSTA36 Straight Straps 113 1 .;;1 I -Ill I ";it 73 Straight Straps 17 LF620 1134C Bridging 18 LTS12. Llisliti L f; t `.i, l. I S20 Lig ht Twert Strap 19 Mig) lusticiturriGirderTledown 20 WT27. MST37 fAST48, MST60 MS772 Straight Straps 21 MSTA9.MSTA12 MS7A15 MSIA19Ll`A"TA:1 Ml1TA.`4,M10A14D N-TA36 1.13:'IA49 Straight Straps 22 MSTC28, MSTC40, MSTC$2, MSTCft M51 C;7b t-itiiisgint 5tlapii 23 MSTC.48B3,MSTC60B3 Pie ner! `itraps 24 MSTM Ml MST148. MST 160, MST172 St:uiiglnL Swaps 25 Mi MTS18, MTS18. Iii riii-b-24(' IVT!­,Q MTSCIC Medium Twist; 20 NCA2x10-12, NCA2x12-12, `iL:.A2)i 1(;, NCAWU lb. IACA202 15 Bridging 27 RCWF312 RCWS14 Wall Bracing 26 RPS11I f2P%,Z2 kP,.Q8 Repair Plato Strap 29 11 Stud to Plate Con nector c13 a1PII DIQ $P11 i:01`16 %;Ve Stud Phatto T le 31 ISPIl, 4. 6 J 46, SPI Ill Heavy Stud Plate To 32 SS! 5, 1,*,2.t, Siii'J, S'54­ Swd Shoo 33 ST9,si1:2 .61118 Ist IS 1 1:17:115 ST,32115 '.1'RZ;14,ST6736 13vaill r4rairins 34 rB20, 11,377, FB30 1636 1 3,11*,', iill.R lbiA TI TrirO I all Bridging 35 TVVB1 C, TIol 2, TVIIII 4 AJAN PAiII 36 VGT, lil VGTL va,iRlisliel Pirrin '3Kdill I lodervin 71 7 WF1106 ifiFiOrill WBI26, WP128C. V6143C Wall Blaring Product Dewcrliation I CI71!I"17x55,C7114211x7,ir, (.Si<17,l Adjustatle, Hip -End ConnelAo, 2 DU. DHU, DHLfTF series hangers. Drag Strut Connectors Gable Brace Connector Hip Cornet Plate 'j Hilli 03-SDS. WIU5,25-SDS- HGIJ5 50-SUS, HOU5.1I HCIJ7 2U- Heavy Hip to Ridge Connections 11 U 1j, i I i.: Ll 9 111 C :; V 1': 4 H(A hangAm. I lip li'do- RAII Hanger 5 HHI 25.SDS, HH47 X, 10-SrjS PK". i, 6-1-SDS, HHlil17 00-SrAS HHGO7 25-SlItS, L ii SkX*.ijt,kh6kewao* U Hanger HHGJ9.00-SD3 L n4s. Soannj Enhancer 6 HHLJS_N3-2 HHU32P.2 HHl ls.' I `)-,. HHfJr,4113 HHIAi HHUSAW 0, HHUS5 5U110, Tius:I, vIip HHUS7 ?-J'r) Adjuribil Truss Hanger 7 11 Hil.l Htill lldlliistar VIP r r1I H An Air' Sired for Winters rto,s I.Irlei Mu Itiple Truss Hangers d I I I _.r:' hl IJ2tI, If I U210, H'II 2, Hl lI HTU210-2 Milli 711jilig llarn.gri-tq Truss :Spacer -Rest ra ht Va-iiabille. Pitch Can ncetc, t, Valley I russ Cllp 10 111US01 6119-SDS, HLICOI 81,ill-SIS, HI100210-2-SIDS, HUCO210 3-SDS, HUC0310- IIIC.11412SCA IKICQ5 2S19-SIDS, RII 25111-SDS, HLIC0810- • Simpson Strong -Tie 2020 FBC Approved Products Updated V3"20 For called Inks to all EST approysli; II biiilow Fill; additioni irdarmtien regarding I'larldrs t teiewde Product.ApprWel System end Mem Laide Cif h Nouce ofAcceptance gi FLOI 1468-RO jail Product Model. Number or Name Product Description I 111-41,1R21,113, HHil1S210-4 Joint Mangler z FR56 IHII HRS12 StrapTras ^. H, 4021C-2-SIM HUCQ210.3-SDS, 1-11110 ;DS Joist Hanger 4 TfIG121Z THGB3, THIGIBHI TII THGEII Joist Hanger 5 THI1,TF4GQ3_ADS4 5, THG0H2-SDS3, S0`34 9, Ti Hanger III THQ4%W-3, THGWl THr.,W4-$, THGV'04-4 Joist Hanger FLM 11473-R5 0 ,dtgl Product Model, Number or Name Product Descriotplarn 1 DE7AL20 Double Embedded Truss Ar,chct 2 EGTR. FGTRHL, FGTRHR Girder Retrofit A notion 3 HIII H16S, 1­118-2; H16-28 Hurricane Tie 4 NETA12, HETA16, HETA20. HETA24 HETA4(i Embedded Truss Andior 5 FETAL-12, HE7ALI6, HETAL20 Evirbedded Truss Anchor 6 HGAMTO, HIM Masonry notroffit connection; 7 HHETA16 HH(i HHEITA24, HHETA40 III Firribedded Truss Anchor 8 li L(rI I (31,doir ! odnri 9 LTAZ Lateral Truss Anchor 10 MEII VFTII Ili 1.3, META.'.. 141FILA24, META40 Embedded Tri Ani 11 MSTAII MSTAM16 rvqqlr�'ll MSTCM43C Strap7le for IsIlknil 12 MTSMle, III SPI HIT SIVI t il T SNI20 I iriim Strap rol Illutu'lly F11-:11111111496,11R5 Qdt" Product Model. Number orName Product Derscriortion. 1 DTT1 Z Dwcf 1en*lGt Tie 2 2 11 11 Bl:)Ir­: I kildo 4y,:- 3 H02E. H05113, HD76, HOSS Bolted Holdowns 4 11 HTTS, 1-175-314 Torsion Ties 5 ILTTIS, LTT20B, LTTW Light Tonsion Ties FLOI 3628- R5 )�gy"j) Product Medal. Number or Name Product Description I :-9[35r8x 24, 5147Mx 24 SF31 x I0 .81,3 Anchor I soltri, 2 SS1816, SS1111i 5�1824. SST828, SSTE134, SSTB36. SSTSIOL, SST82OL, SSTBI s1_4F to Anchor Boris SST8281L FLN"3072-11I Ma X Product Model, Numoar or Name Product Ow"ptiorn 1 CMST12, CM1,57114 CMSTC16 ('S14 CS16, r7,S18 CS20, C= Collect Straps 2 HRS6 HRS8, HRS12 FHA6, FHA9, r i A112,1 HA18 FHA24 Fil MST126, fti Stop% P7 ni (12 VA; UST148 MST160, MS-172, Slifil SINIST ` . Stri 4f 3 1.1 1 "(3, 11 HTS24, HI HTS30, Fd nS,v:)r-. Heavy Twat Straps 4 LSTAaO LSTA30, LSMg, Ll:rrl7$, MSTAg, POSTA12, MSTAi'l, NI.RI lylRTA21, MSTA24 Stir" 43 mill (18 go) 5 LS7A9 LSTA12, ILSTA15. LSTA15, LSTA21: LS;][,I 5!2162 t,f 2122 ST2115 $r2215 Straps 33 nill (X go) 6 111-91.1111131 SLIBII 25, MSUBH3 25 Bridging Connector 7 LTP5 Lateral Iter Plate 8 LTS12 i.TS16, LTSIS, LTSM LightllInnistStracts 9 MSTA30.hASTA36,ST6215,ST6224,579,sTi2.S718,ST22,MSIC2.e.Ml.4(,4$U M G 2 Straps bid 11111 (16 go) 10 MSTC66 Mx;TlI ST012.50 Fni wins 68 mil (14 ga) 11 Iili Ni 18 livill 'i MTS30, MIT1124C, MTS30C Meollurrin TwistSiraps 12 Sill 5,j. SwUl $I. Sil 54W,37. Sill3i &B2136, 5,5,3 12, 37JW L(3 4,?L'� Qli !_%A u3 Top Flange Joist Hangers b1b4 12. S164;M. 51U4. /tJ, �5165 50 13 SfB0I Sill"BA2.1210, SMA2.112/12. f3jlJA_- 112MA, SIBA4,18/8. S/eA4.18110, Top Flange oat ilIrrl;ers SII I SM 2, SMA4. ISM 4 14 SMIA Hurricnre IS AiII SrHOW, S1HD10S, SH0106, Sil 11715S, RA-1 II Hoklovons 16 &HUU4, S114DLI8, SIHDUQ, S?HDIJI 1 Holdowns 17 S Jcl, Si"i I Jo ist Hangers Product Description Concealed hangers 1:ace-mount (CU. DI-lUir and top -flange (DHUTE) hange avalitliill widthsirargi,il frorn' 9116'to 3-gl and I litlogin; ko,r) to '73-111.516" Fatoo-mount hangers Fac&mount hangers available inwidithis rangrInglinorn I. tat 318" and heights ranging from 5,1061c, 12-718". Face -mount hangers Face -mount hangers Skewed twee -mourn hangers available in widths ranging trrr 1 - 1t8" to 5 10' and heights ranging from 4 Vili 15-3/4' Concealed flange version (HSURC, HSULC) available f 1 1 double 2X and 4Xrnodels: only, acrfttlsnger is conical 'I Fare -mount hangers Face -mount hangers available in widths ranging from 1 1/2" and heights ranging from 2718" to 19.1114". Conceal I Yemen j1I available for all models having width equ ii greater than 2-9116" Face -mount hangers Simpson Slrong-Tie 2020 FBC Approved Products r;x dW llt,k^ll 15ST awiNP6 Wei below, C.LICKHER regarding Florida's Stallarivide Product Approval Strakern and Maim -Dade "Inty Notice at Acceptance (NC)A},Ili IS S&BV1.56, SIL8VI.61. SILBV2.06, 5111 -1/. 1 Z �ILUV2 W, SIL LAQ.ii 5VLJV3 Q, Top Flange Joliet Hangers SILBV3 56, SPLOV3,152, VLBV4 06 Sill-Blifil 12, 1,111 8 Sri IW4 ", Sl, LIVI:)D 19 SLTT20, SrDTT2Z4 S/HTT14, HTY4, HI l> Hoklowns X) WST6O,SfMS72 118 iril 1) q; 1, 21 S1`15 Stud Pilo be I es 22 `r"­- TLSP Staid Plate Ties 23 S I f- L) I 1w Truss Clip 24 T8622 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FLA11113111104mR5 12" Product Model, Number or Narnilit 1 CC QW 62-SDSHOG, CCQM4.82 SDSHDG (:Qfi 1I 50V tjLi&� 4[)(, Q NJ 3 CCTOM4 82-SIDS0, CCTQM5.5I =CV47, (12 S)Sli 1-7,-1701116; .' f)LIG CCCQM155O_SDSG 2 FlOCLOM3,62G40, ECC'LCiM4.62G.lI F(Ci f-iiii 1, l-,:E:t tt; ii ECCLLQNU4.62G-KT ECCLLQMCS,,,Clr., Kil KI, Lt"r.:1-fir;711,4U4 C.Q, KT, ECULi4Q141055OG-K 1 3 HGUIi 25 HGJM5 50, AGUMi GL 11-oit, M; 25 1 (401ri X 4 LGLM26-21, LGUM2id­3 1.1301 L -'i' I ­ ; l i4jri,12H4 I 0t,ill UGUM210-3, LGUM210-4, LGUM46 LGIJM48 , C;JiM,41 IJ 5 MBKA3I2jt9 25, MBHA312JI 1 245, NWHA�4'r,'[' ill' 1,1�f9 �1!�, YhHA:) r,ill I MBNA550118 6 111,113HU3.5619.26,111,16HU3561111.25, MUHUit61', Sb PARHI 113 "I'll 0. MEHL15 50118 FLA011311i Seq X Prodwct lltkqdal. Number or Name 1 S0W22.1t0. tXVi:,';'U.t,L)VQZ438, SOVJ�_458, SIDW225100, SDVVZ21i SDWI S01til 2 SOMISM. SIOWCrI5600 3 $DW`IH10300081 SDWH19411I SDWHIl>$XD6, SCWHIODMUlic, 4 S )M127400G, SDW, i270OW,,9E)WH2760D� SOM-1211100X., 15 t�DMItT.112, SUWS163()O� SUWS16312, SIOWS16400 e 140WA-9600, SOWS19711 Z SDWS224D0,SVWS7.25AX SOWS2,1512 Sow,922W) 200 DAIi iM .800, SDWS220DO, VMIS221DOO. SDWW21 100, SIDWS221 S -21. 7 S17WS22300013 S1YM224OODRSCViSr22,%0r)R SDW!z�2�.Xl"�H SDWS221000011B i'. SOVVS22311211I SDVVS22512OBB (4 SDM2740OSS, SDWS27500,% SOVVS218008S, SJVVS2710006S, SOWS27120OSS 10 SDWV13400 11 STII Product Description Masonry Piet Caps Masonry Pilot Caps Heavy Masonry Hangers Masonry PAOM Hangers Masonry Top Fiange, fleatmHoingens Masonry Beam Hangers Product Description Strong-Dinve SFJW EWP-PLY and TRUSS -PLY Screws Stiong-Drive SE'Vi III Screw ,;tot,; Uril $LVVH 11110BER-HEX Screw Strong Drive- StTi 11WRIL R ttEX HOG Screw tilifirorg-Utive tA.I I-RA.MilINQ Scril )r,ve SINVti 4 Screw On*ri(X Grade) ,31rong DtoeSCIvi T 0ABERScrew(Exterior Grade) ClodCl)l ACrentS Screw 'nir ong Drivn,;CVVS I,rAF+ -i SSicr" Strong -Drive Sli SOLE -TO -RIM Screw Outdoor Accarbi, Hex -Head Washer FL#1536"3 12" Product Model. Number or Niii Product QRscrIatign 1 A:1; 1 1, A � I R57 AS I SASS 18 igli4 Twiss PII 2 AS 20l 1 20 go, High Strength"! rugs Plate 3 AS-20 20 ga Truss Plate 4 ASI 1P Hinge Plate Cornal rL#ISMR4 Sea E�aw I Number or Name 1 ET HIP Adhesive Anchor for concrete 2 GAC, GOP, GDPM-50, GOPM-75, C IL;PINI I UO, :.U11b, VD 115 001, 1013, GTH Cos-actrialled fasteners and asserriblies, 3 PDPA, PDPA.K, PDPA.MG, PDPAT, PIDPAT K. rrII P lVilto, PiNVii W Pr)PAlV Powder-artu;rted lasterienti; Threaded istuds, and asses I POPAWL.11i PSVL3, PSVLS-K PCUDPA, PECLOPA, IFTRHA.3, PTRHAA 4 1 /, Adhesive Anchor for ocinctere �M[ Simpson SI(ollig-Tie, 2020 FBC Approved Products Updated 120QQQ20 jr, �,iwp l,lro; 0 (NC Ali Ferr' mount hang" available in worths ranging from 11-5f8"ilic, 3. and hoK ,$* ranging from 4-5111111 ", Concealed flange n (H LISC) sy airablie for models having wift equal It, or I -moiw, i4arl available in widths ranging from 11-7113. rid hr,".tir ranging from 9-1 fill" to 18r it LII _112!111 e it r;ir,e mount hangers mount hangers available in widths ranging from 11-01`161c, 4- 5,3"ardl heights ranging from 3" to I 0.1511V' I a: --mount hangers I -are -mount hangers available in wdihs rangringfirom 11.9?1610 r>- 1%r and heights ranging from 6-15116'tD 100r2" i, slljww,--. SKewed face-moul hanii ill widths ranging III I to 3-9/18iiand heights ranging from ?,Itl Who 13311 ':nrceiklod flange version l SkJLC) available for off double "A. and 4X models; only acute flange is concealed. I w,?-nhoulit hangers available in widths ranginghern 1-9fl4rto a,)d heights ranging from 2-5111"to 11-114'. Ft#1 647,11 [upflange hangers, available inwil ranging from 11-111s"W"Ito 7- li5' and heights ranging from 7-118" to 391 awlers Til range hangers available inwicitnt ranging from 3-6/8"Ito 7- I 15"and her" ranging horn 0-114" to 24" .19 1 1 ill, I A, ie f I oprionger hangers available in Yddths ranging from 1-1/2'to 3- SIK and heights ranging from 7-1 ?1 to 24. ".1011 Top flange hangers available in wicithr, ranging from 1 -WI to 3- .0 ' heights ranging from 9-1WIC 24' r. i air is, -.p flange hangers eveii loin widths ranging from 6-114' to 8- and heights ranging from 11` to 32-112". 6 1 ani hangers available in widths ranging From 3-618" to 7- -_`l !14, hanuftm Ill �!,cfths im,qtl from 3.114"In6.718' of. i heights rongiry I,om S to " lR f!.p flange hangers ivadaLlt In wotliti, ranging From 3-114"to 7- '?wardl heights ranging frionn I ill to 321 p',hilr tciingetil available a widths ranging from 1 to 7- Ind li-iVItit, i,a,,y,ng frl­ II L tkiddle hangers available it, i-irdthis rau;iriq from 5 114" t08 716' ins heights ranging from 10 1 ZtoI 1:,L,Lset 1,,rn i - -ji ingre hangers available in widths ranging from 3-114" to 8- Ind hcrj6b; tariging from 7-11 3T 12 1 tG1. (V es 1, p'.irl nargeis available inwidths ranging from 3-114"to 7- 1 ind he grits cr,rging from 14" to 3T' 1".11(190 hangars available In widths ranging from 2-5116* to 1 heightr, ringiri fironil 70'tc 111.11I 1! 1, h scirvshay ­.,tf, !I!,' and heights ranging froin:3.7114IT to 15" Concealed flange rl1e,1on (HUCTII Available for all nricninle. having width equal to or greater than 2-0116" I rip range hangers available m widire, ranging from 1-9/16" to 7 rR'and net" ranging from 5-315* to 2W L,!,ani hangers available in widths ranging from 1 -91le" to 7- -aid heights ranging from 5.318" to 37 7 1, Foringe hangers available in widths ranging from 1-9/le" tc 3- mcl rielgInts ranging from 9-118'to 11r, d li, large hangers Available in width ofil-9110" and heights from 5-3/8'" to 7-1114" 71*1 7 I,ir I, jill larigirfs wailable In width of 1 .911 Wand heights I rlii; fig lro;rl e.'.V1Fj' to 11 I's" Plans Vrtual Re 1, - V ns Review ew 4sSist, inc for compli... cOmPleted e , and appra by Deb I the 202pFRC 7th jt ra 4 Ille KiahrX2300 ;on Strong -Tie 2020 FBC Approved Products Updated 1250=0 I ­I::T !6 �'i;iam Lade Xf4ilsahr ilrt(:hci 'ur onu,tte A 2 Wei Anchor for voricieto available in carbon ,,,feel and Types' Z�04 and 315 staink-mt, Mel r F lr; 114 -1 it") Uh., 7,;r1 I III TjilP, T4 IT C. Tries HD Heavy Duty Screw Anchor for concrete and masonry -al, -Able with hex head In carbon steel and Types 334 and 310 ,;Lm, "a steel, or with countersunk head in carbon soot and 3116 stainless steel q 7l Ti, In -AD Threaded Rod Corel felt concrelal If jUii­_ I i.-:i HD T ri headed Rod Hanger tot concrete Vvedge-All Archoi for hiationr v Qa(i-Rill Frotiluct PIQ00I.Numboro, Noting ,r .- I HI ,Koj2difel Vju 7j0ergrName 'I'llilij I f,10, 2" X'Aiia 4 7 i "K 4'.1 'C�i 2_14 .4. 114-H224-2bll X'14SI-'24, 1 25*4,4, 2X I - :. 1 ,I Fl, Q 1 tI , 1I FL4''35320-R() Fradur,,t FIvIel NurrI r No lic, 4 1 7 52Pw PAI, ?4 7 i i.q� L T:7. 4 1-16 _K < -j"-.1214 112- 4 SK 224-31K, -IF V >I!, XlPr' 4-1-.K Product Descriotion A, XP High Strength AcryllicAdheiii lot concrallike or masonry FT -HP Epoxy Adhesive to rrIownrV sl- I XP High. Strength Epoxy Actintisti for masonry trnlrg-Boit 2 Wedge Anchor for masonry -1 inrn 2 Screw Anchor tot Ocrienete I rr ti HD Htnalvnii Screw Anchor for Whorl available in 304 o rod 316 stainless steel wifth I"Irs'lill, iwa, Ti. ii Tijrt: i,,:4 riin' Archurr foi inonc:vfo or wasoray Product MCIJDtlitin ,410-18 Strong -Drive X Metal Self -Drilling, Topoing Screws with 03 riiiii'"itolint 41 %14 Strong -Drive XL Large -Head Metal Self-Drifing. Tapping [fril Point and Largir Loornotes Hex Virs" Flood 4i'T14 Stilcoq-10wiv XNA Metal Self -Drilling, I appingSolevvisvori 95 Drill POirnurvirl Medium Diameter lox #1-1.24Strong-Driv&XMetal soP-L)rillitvg,Tapping Screws vita #6 List! Porrill: rr1 -1 16 6tiong-Dinve XU Metal Siall Dfilling, Tapping Screws with lilt Grill Point F"roduct Description l,q-., iis F I;irl 1iiir Stiul (;nnntii I-I,prlss F rAril I. NJ-C3irr I' rAirrec.to, ii 6 16 arro sl ';Jrorlg t; we Flill I rar-eng-lo-CIFS Self. q, lopping.sc-invils I Frill Con nectar 1.1-1 Studc"orintiocli'm Rti A Knee Wall Ccyinerator 6lnFioss Framing Slide -Clip Cr,onne(dui bypass Framing I nectot Hokili-of-Vttaf Slid0l 0011nialct0l' `-Ilivel Joist Connectors r3yparrs Framing Slide -Clip Strut 0onrlector 1`4 14 Stiong-Drive XILSHl Shouldered Self-DriLling, Tapping I ko's 18 412-14 and ilI Strong -Drive X Metal Self-Driling. Trip n,ing,Screvvs (D Q) > 4.5 (D 0 0 70 •Cz CM _41I (3) U) ::3 <V CZ -0 C) 0 -0 O 0 C= 0 0 -+-- M > cn E 2 III Cn C,0 si CZ q_ P­ -0 . C- C6 < March 6. 2023 SHEET NO. PA 1.3 M I AM MIA-W-DADE C OUNTY PRODtiCTCONMOL SEC TION 1190,* SR' 26 Surat, Room 201 DEPART MINT OF REGULATORY. AND EC0*4OXIIC RESOVILCES ME'A) : Ij- FlorAa 33175-2a74 BOARD AND CODE ADMINISTRATION D MSIOv i d?86) y r=.-2 !a4 F . 86,1 315-25" NOTICE OF ACCEPTANCE (NOA) PGT Indus tries, Inc. I070 Technology Ddre, North t'enice. FL 34275 SCOPE: Thi-, NOA isbeing issued undritheapplicablerulesaudregulationsgovetningthe use oicorttructionmaterials.T e doeunieitation submitted has been reviewed and accepted by likfiatmi-Dade Cminty RER-Product Control Section to be used iu NLaimr Dade Cousy and Qdw area � where slim-ed by the Authmity Ha; ing Ju isdtctwu (Akg:. This NOA shall not be :•arid after the expiration date statedbelm• The Mum --Dade C ount'v Product Control Sectiaa (,hi .%Iu mi Dade County) and of the AHT (in areas othet than Mina Dade County) reserve the ri gh t to have th i. product or material tested fat quality a .&in epurposm_ If this. product at material fails to pedonn n1 the accepted mature:. the mamm%cturer will incur the expeuse of such to sting and the AHJ may uinmediatelyrev oke _ mo d%A . or suspend the use of such product of material ivitbia their jurisdiction_ RER resei-: es the right to revoke this acc eptance. if it is detef pined bti hLamimDade Coluin, Product Control Section drat this product or material fa i I to meet the requirements of the applicable building cock This product is approved as described herein and has been deslened to compri '":•nth the Florida Buildwe Co .inctuding the Hi ph Velocity Hurricane Zone DESCRIPTION - Se tie. -f574.1 7+0" Vinyl Sly Gla sus Door (Reinforced) Wwo 901 .0 I3°.�' corners-LAI d APPROVALDOCU'IiENT: Drawin t No. -AID -5 570.0 RerB. titled ­Vsuyl Sliding Glas. Door NOA (L'►i) ci;ee% 1 through 21 of21. preparedby maauf ictarer. dated I0 05A 5 and last rmiwd on 01'01, 21 signed end sealed by A. Lyrm ;Biller, P.E.. bearing lice Nfianii-Dade C aunty Product Control R, %Uion stamp with the Notion of Acceptance number and expiration day by the Nhami-Dad'e Counry .Product Control :Section. NftssmE LMPACT RAiriG: Large and Small1fkAk Lapac t Resistant Limitations: I . See table t ( sheet 7) and table 2 (sbee t D for applicable SOD unit sum design pressures, reinforcements typris. glass types. sill user (see tables B-1 dl B-_'. shrew 7-8) and anchorlayaw sheets requirements in I I thru 16. 2. Rigid White PVC. Tan (Non -white) Rigid PVC andBrown c oated (Psmoed or latriiiiated) white Rigid PVCto be labeled per re&renoedNOA'sre4tairewews. 3. Fgns operable doc rs nrustcoasplywilh min clear widthor height per FBC requirement. at, applicable. 4. Pocketwells under separateapprovaL to be reviewtedbyBuilding official LABELLNG: Each unit shall bear a permanent label with the uiaattlacturer' s naive or logo. city. state and series and following statenwo: '".lieu= -Dade Caunn Product C.amol Approv-ed".notetd herein. RENEWAL of this NOA shall be considered ads a meat application has been filed and there has been no change in the applicable building code negatively al ketmg die perfottmence of this product. TEFUNUN ATION ofthis NOA will occur after the expita>licn date or if their leas been a revision or change in ttie materials. use_ andlor mamifectureofthe product or psocesa.;�fisusr of this NOA as anendonement ofanypwiluct,. for sales. ad•: ertising or any otberpuposes shall automatic any ienninate dais NOA. Failure to complywith any section of this NOA :,hall because for termination and removal of NOA. ADIw'ERTISEXIE``T: The NOAnumber precededby the words Nharui Dede Cousin. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NO A is displayed. then it shall be done in its esstirety. LNSPECTION: A copy of this entireNOA shall bepio,. iced to the user b- the mandactwer or its distributors and shall be available fior inspection at the,iob site at die agar, t of the Building Official. ThisNOA revises & renewsNOA420-0429.05 and comists ofthispape 1 ande:zdericepages E-1. E-2. E-3. E-4. E-3 & E-6 as well as approval document mentionedabmv. The : bmitteddocumentatmn was reviewed byIslraq L Ctienda. PE. NOS April 14.2003 Expiration Date: April I4.202i Approval Dateralttrch 2$, 2421 PaEa 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: ENTDENC E SI7B3QTTED 2. Evidence Submitted under precious subtaittall AL DR "-INGS 1. Drawing No_ AM45 ►0.0 Rey- B. titled -Vinyl Shdi a Glass Door NOA (M)... sheets I through 21 of 21. prepared by maarufa cturer. dated 10, 0 5,15 and last ret'ised oil 04 n 2'20. signed and sealed by A- Lytm Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test. per FBC TAS 202-94 _') Unifoun Static Air Pressure Test. Loadingper FBC TAS 202-94 3)'Water Resistance Test. per FBC. TAS _'02-94 4) Large N issile Impact Test perrFBC. TAS'101-94 5) Cyclic Wind Pressure Loadingper FBC. TAS 20344 along with marked -tip dratw�ings and installation dogr= of all PGT Industries, Inc. representative units listed below; and tested to gmhiy Dowsil 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory, Inc_. Test Reports No.: F11-7897. PGT PW5520 PVC Fixed Window (unlit 6 in proposal). dated 09r03/14 FTL-20-2107.1, PGT SGD780 Ahlalinrtm Sliding Glass Door (unit 7 in proposal) FIL-20- 2107.2, PGT CA740 Alum. Outsw-mg, C'asement'%1icdoxv (unit 8 in proposal) FTL-20- 2107.3. PGT PA776 0A Ahttwuum Fixed Window (unit 9 in proposafl and FTL-20-2107.4. PGT PXV7620A Alurnium Fixed Window (unit 10 a proposal) dated 07 13!20. all signed and sealed by Idalmis Ortega. P.E. C. CAL( U LATIONS I. Anchor verification calcrulatioms and structural wiah,sis. conVlyurg with FBC 71b Edition (2020). dated 041,122'20. prepared by manifacturer. sighted and sealed by Anthony LyYm 11 ller, P.E 2. Glazing complies uhth AST-NIE1300-04. -09. 42 and -16. D. QU.ALIIl-ASSUR.4`NCE Miami -Dade Department of Regulatory and Economic Resources (RER). E. 'X-tTERLAL CERTIFIC ATIONS 1. Notice of Acceptance No.19u030:t.02 issued toKuraray Ameika. Inc. for their " Trosifolt Ultraclear. Char, and Color PSB Glaass Interlatrers '. expiring on 07-08`24. 2. Notice of Acceptance No.17aM&02 issued toKuraray America, Inc. for their "Senni-GlasI (Char and Mire) Glass Inrelbxers". apuing on 07/04i23. 3_ Notice of Acceptance No. 18-1106.10 issued to Vision Extnuions Limited for their -Brown Coated (Painted or Laminated) Wbite Rigid PVC Eauetior Extrusions for Windows and Doors". expvriug on 0930,124. 4. `otice of Acceptance No.19-1106.11 issued to Vision Extnusims Limited for their series "3'E 1000 Tan 202 and lighter shades (Non- bite) Rigid Cellular PVC Exterior Extrusions foi- Whidows and Doors. expiring on 11'29.t21. Ishaq I. (hand,. P.E. Product Control Unit supervisor NOA No. 21-0205.03 Expiration Date: .April 14, 2,026 Approv al Date: '.lurch 2$.:021 E4 PGT Indusnries. Inc. NOTICE OF :ACCEPT_-LNC_ E: EVEDE.NCE StBiIITTED 1. Etdence submitted under pret-ious `OA A. DRAnMGS 1. Manufacturers die drawings and sections. (.Vubmdaed n?tder .V0A Nv. 11-0107 04) Drmwing No 11T►-5570.0. titled-'VaivI Shdmg Glas Door NOA (LM) sheets I through 21 of 21. prepared by uLwufacturer. dated 10 u 1 >. with re'E'isiOn A dated 04 0517. signed and seabed by A. LNmn Miller- P.E. B. TESTS 1 Test report on 1) Uniform Static .kir Pressure Test. per FBC. TAS 202-94 2) Large Missile Impact Test per FBC'. TA S _ 01-94 3) C'ychc Find Preisme Loadingper FBC. TAS 203-94 along with marked -tip drawings and installation diagram of vinyl slicinLg glass door. prepared by Fenestration Testing Lab. hic.. Test Report No FTL 871.7, dated 12 0713. signed and sealed by Idahnis Ortega. P. E. Jest report revised on 02 15.16 and 02 `24.1 ti Test report on 1) Air Infiltration rest, per FBC . TA S 202-94 2,1 Ltnifonn Static Air Pressure Test. M- FBC. TAS 202-94 3) Water Resistance Test. per, FBC. TAS 20: -94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Rind Pre; Aire Loadingper FBC. TAS 203-94 6) Forced Entn� Test. per FBC, TAS 202 94 along withnsarked-up drawings and installation diagiaiu of vumyl sliding glass door. prepared b r Fenestration Testing Lab, Inc.. Test Report No. FTL 8546. dated 11,06115. signed and sealed by Idalnus Ortega- P. E. (Test report revised oa 0104 16 and 02/12 '2016) 3 Test report on 1) Air infiltration Test. per FBC. TAS 202-94 2 t Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Large Missile IiWact Test per FBC'. TAS '01-94 5) C'vcho: wind Presswe Loadingper FBC. TAS 203-94 6) Forced Entry Test, per FB(--. TAS 202-94 along withmarked-up draivings and installation diagram of vinyl shdm glass door. prepared by Fenestrat en T"mg Lab, Inc., Test Report No. FTL 85.17. dated 12 0415, signed and sealed by Idalmis Ortega- P. E. (rest report revised on 0115 16 ) 4 Test report on 1).Air Infiltration Tesa. per FBC. TAS 202-94 2) Uniform static Air Pressure Test. per FBC.. TAS 202-94 3) Water Resistance Test. per FB(. TAS 202-94 4) Large Missile InVact Ttst per FBC. TAS 201-94 S) Cyclic Wind Press n Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC. TA'S 202-944 along with marked -up drawings and installation diagrary of � inyl sliding glace floor. prepared by Fenestration Testnia Lab, Inc.. Test Report No. FTL 8548 dated 1104115, signed and sealed by Idalmis Ortega. P. E. (Test repoo revised on 01,04 16 xit.102-4146). r I :ha r I. Chaada, F.E. Produci Control. Uuit suponi,sor NOA No. EipirarioaDam April14.2b26 _pp, o% A Date:'urch .:(t21 E -1 CGI Windows and Doors. Inc. NOTICE OF AC CEPTA.rC'E: EVIDENCE SUBMITTED E. 3L-kTERLAL C ERTIFICATIO`S (continue) 5. Quatirm Part Super Spacer Standard c-oniplying with AS T MI C' 518 Thermal C onductivity 0.881 BTU-ia1 hr.-ft=-`F. ASTM F 1249 %kXTR Pass. ASTNI D3985 0.vy'ga>-Pass. AST I E 2190 I G. Durability -No Fog -Pass. (.Subvihred metier pretIOUS 0_4.Vo.15-0409.05) 6. Quanex Part Ditaseal conmplying with AST"M C518 Thermal C'onduc%vlty 2.22 BTL'-ia hc-ft2-`F, aSTM F 1249 \Vk'TR-Pass. AST11 D 1434 Argon Pelrnewce-Pass- AS"IM E 2189 I.G. Durability -No Fog, AST'sI E 546 Dery Point Developimrew -20°F in 4S hr:. (.Subut filed tinder :V0.4 .Vo.15-0409. fiat t , 7_ Vision Extrusion` Ltd. Pans conVfying with PVC' AA141A 303-13. Voluntary Specification for Rigid Poly^.inyl Chloride (PVC') Exterior Profiles for Vision. F-mansions. Ltd. VEX- I by AANIA Fenestration Ex-tertior Profile C. ettification Prograiit, (Submitled un de r NO.4 Vo. 1 e- 0409. OSr 8 Vision Extrusions. Ltd_ Parts complying with PVC-AANIA 30 3-13 (:Snbw hied under V 0.4 o. 1 -0409 05) 9 PVC-AANL-k 303-13. Voluntary Specifixatton foi Rigid P64-vmi �, I (: blonde (PVC") Emenor Profiles for Vision Extrusions. Ltd_-VEX-1 by AA,ArfA Fenesti:ation Extenor Profile Certification Progratn 10. Notice of Accept iit:e No.. 18-1217.14 issued to Etaergi Fenestration Solutions. USA. Inc. for their -'Ian 3040 & light shade (non-whi(e) White Rigid PVC Exterior Extrusions for 11'indows and Doors". expiring on 02 04 A. 11. Notice of Acceptance No 18-0122.02 issued to Emergi Fenestration Solution. 1'SA. Inc. for their series "Mike Rigid PVC" Exterior E in-us'ions for Windows and Doors— expiring on 02 ,5,23 12. Notice of Acceptance No. 20-0203.03 issued to Energ,l Fenestration Solutioil- USA. Inc fog their Bronze .0 light shade cap coated '"'bite Rigid PVC Exterior Exn-usions for Windows and Dow w". expmi g on 04 It, 25. F. STATE 1111INTS 1. Statement letter of conformance to FBC ,tt Edition (2020), dated 04.•22 "20. rtasuued by manufacturer. signed and sealed by Anthony L yna Miller. P.E. 2. Statement letter of no financial interest and of independent. issued 1>v manufacturer_ dated 04 18 20. signed and sealed by AnithoayL'mn :Miller, P.E. 3. Pn%ate Labeling Agreement doculnenit bemeen PGT. dated 03 30.1f and signed by all involved parties G. OTHERS 1. This NOA revises NOA?; 17-0420.06 (PVT w CGI) and updares to FBC 2020 (-'h Edition). expiring 04..'2 1:21. '_. RER Test proposals #19-11.55 dated 01,40 2'0 approved by Ishiq I C'hatnda. P E. expiring 04!14,21. I.hsrq 1. Chauda. P.E. Product Control Unit Superii-or N 0A No. Expiration Date! AptA14,2026 Approval Date:'larch 2;.2021 E -6 P Cr T Indw ti ie s. Inc. NOTI( E OF A.CCEPTAN C E: EVIDENCE SUB -NM TED B. TESTS (courinued.► 5, Test report on ) Air Infiltration 6 ej.t. per FBC. TAS 202-94 2) Uniform State Air Pressure Test. per FBC. TAS 202-94 3) WaterResutance Test. per FBC. TAS 202-94. 4) Large Missile Iuipact Test per FBC. TAS 2+:+1-94 5 r Cyclic Wind Pre ire i-oadiagper FBC. TAS 203-94 6 r Forced Entry Test. per FBC. TAS 202-94 along azthmarked -up drawings and installation diagram, of cnnyl sliding glass door. PM by Ftnestration Testing Lab. I.nc . Test Report No. FTL 8549. dated 11 %,-°15, signed ar. sealed by Idal ul Ortega. P. E. (Test repCtrt revised on 12,04 15 and 021'11,16) 6. Test report on i; Air Infiltration Test. per FBC. TAS 202-94 2) Unifonu Static Air Pressure Test per FBC. TAS 202-94 3) Watei Resistance Test, per FB(. TAS 202-94. 4)Large Missile Impact Test per FBC. TAS 201-94 �) Cyclic Wind Pre suue Loadingper FBC. TAS 203-94 along with marked -up drawings amid rustalLition diagram of vinyl shdmg, glass door. prel by Fenestration Testing Lab. Inc., Test Report No_ FTL 8552. dated 12 04 15. signed ar. sealed by Idahmis Ortega. P. F. Crest report ret•ised on 0- 15..2016) 7. Test report On 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 2) Large \missile Impact Test per FBC. TAS 2.01-94 3) Cyclic "'ad Pressure Loading per FBC. TAS 203-94 along with inarked-up dr wmizs and installation diagram of vinyl shdmg glass door. ptel by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 tluu A-22). 1 l ,19:10. signed and sealed bti ?oree A. Causo. P. E. tSubntf led urtder.V0.4 No.11- 010' Oa) 8 Test report on 1) Air Infiltration Test, per FBC. TAS 20244 2) Umforui Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resist anc a Test. per FBC, TAS 101-94_ 4) Large Missile In4mct Test per FBC, TAS 201-94 5) Cychc Wind Pressure Loadurgper FBC. TAS 203-94 6) Forced Entry Test. per FBC TAS 202-94 along withmarlced-up drawings and Installatioin diagram of%inyl slidiira glass door. prep<,r by Fenestration Testing Lab, Inc. Test Report No f IL 6337 (samples A-1 thru A-5) 11,06,40. signed and sealed by Jorge A. Causo. P. E. tSubmilled rrndetr -0.4 N(). H- 0107 0.9) 1 Anchor verificinou calculations and stnictural analysis, compl-,ing with FBC-2014, prepared by PGT, dated 12:'00. ' Sand last revised on 0 -15,16. sraued and seabed by .Aiiih,�a L Miller, P.E (.Srrbttrinred tiriderA'0-4 N'0.1 i-1?.10.01). 2. Glaxn:lg conrmplies with AST%iE-1300-09. n I:haq 1. Chanda. i Product Control Unit Super. ZOA NO, 21-02i = a Expiration Date: April14.: Approval Dam 'March M PGT hidustries. Inc. 3. New Evidence Submitted A. DRA«INGS I. Drawing No. 1ID-5570,0 Rev B. titled '' Vinyl Sliding Glass Door NOA (LNfj'. sheer, through 21 of 21. prepared bye timastufacturer dated 10,05/15 and last revised on W 141 '.�.k . simed end seabed by A. Lynn :Willer. P.E. Note: This re i- ton consists replaceaiient of same existulz installation screle- with flat head. B. TESTS 1. Norte. C . C AL C ULATION �* L Lore_ D. QUALM- A sSU1;Lk 'C1 1. Aiituu-Dade Departuuenr of Regulatory and Economic Resources (RER)_ E. 1L-kTERLai CERTIFIC ATIO`S 1. Notice of Acceptance No 19-0305.02 issued toKw-array America. Inc. fortheir "Trosifoll3 Ultraclear. C lear, and Color PVB Glass Interlavers expiring on O 2 Notice of Acceptance No. 1 .-0808.02 issued to Kurarar America. Inc. for their "Sena-yGlas1 1Clear and Wlitel Glass Interlayers expiring on OT04. 2; 3 Notice of Acceptance No.18-1106.10 issued to Vision Extni .ions Limited for their "B + ., •: t t C oared (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windo, and Doom". expiring oil 100 30!24.. 4 Notice of Acceptance No 18-1106.11 'issued to Vision Extrusions Lilurred for their sir "VE 1000 Tan 202 and lighter shades (Nor--11"hke) Rigid Celluku PVC Exterior Exn usions forWindows and Doors". expiring on 12,229Q1. F. STATEMENTS TS l Statement letter of conformance to FBC 7''' Edition (2020,, :rated 02101-121. issu:.:' nmanuftcturer. signed .and sealed by Anthonv L mn Miller, P,E. 2. Private Labeling .Agreement dated 03.'OS 21 between PGT Industries. Ittc. ant`. Window and Doors Inc.. signed by Dean 1\1. luark P.E.. V.P. Engineering. on bel: both coti,4)x ies. G. OTHERS 1. Timis NOA remises & renews NO.krz 20-0429.OS (PLA w'CGI)_ expiring 04.14 26. 2. The current associated PLA C'GI file #21-0206,01. expiring 04� 14 '6, E -6 1-h,%q 1. ('hands. P.E. Product Coutrol Uri# 5uperviso, YOA No. 21-0:0L.9; Erpiratiou Dice: April14.2OU Approc a 1 Da to:'larch 1.9. 2021 I I i N(ffI( L OF A(CLFIL: EN-IDENCESUB3ITITED 'l'�fr't11aton :!:;1 F 1Si' Resources (RER) I. \LA 11. 1,,1 k L (;. ERTIFit 11K:)V ": % _ t iz uied t�.3'% .:: ,ii E:•:tru,lc,n Ltriuted fOltheir t) li;�e Ki-!�' M t lxteej-w1 i. of .t {,,,, for Wilmd ows and Doot s' . dated 0913►15. ,.: a E!c-trusion Limited for their " E i + ; ..r} '_+►2 3iu} li; i,; i �L:+it;: iNon-« tritrj lil�ul Pt"C" Fztetior In-usions for �tiC.tt�• .'! l.r.ii " :.. t.'" ' _' _ iir a Extrusion Lwaited fortherr Bi ritrit t,,ttr'd i Painted for 1.ainw-ittd j �1 hurt. Rigid P%'C Eatt•rtot Ettt'nsions for • iraiA�.i�\' :a!i,,+ ),..i t , h;;l.it,vll ' .{ ":�.::� ;'ail 091-0i 19. �+olaatieaars USA. tlit-r: fA v `f1l) and Lig}ire i '-1t.idt- - i`it:,n­►fi'r'Lite) Rigid PA'( Exterior 1 'in i'>ii:9n5 €oi \1 and Door% {:..:1 16. exptnng on 01'04 21. 16-1)7712.04 is: LLiejl ,' . ZGIFmestntionSolutions USA, ::' `Bronze .-i'iao f ,'�1ta des of(,' op ( oat(A Rigid PVC Estetior Extl it .l :t . f :t Wiridoll hurl (►,, t "ited tr") •. i')_ expiru.g on (-4/16120. jtio. io ':� E L-ERGI Ferustratnd7n Softlttions USA, ;i, . tut there' Wbity Rigid Pi'( f xtt-rwi L %rrtuions for Windows and Doors" dated : 33753-M. per ASTAfE-84. Issued b,-, I: V (.)','A toVision Extnrston forcellulosic t.:_<� of`Acccpt-t 'tio. 14-0916,11 1• ufaray America.. Inc. for their It•,flt :idol White) lamteala%t�i t-_% uitmg on0704A I t-1117.01 ns it: t" _ . u �r iy Amtriea. Inc -for their I r iron. C-In•aclv:oi . <_ fear ;and C olor PVF I:tr. i layers-, tang on 070819. 1. k F-k I I% I t N, l s 1 .: }::; ;otter of � ..+::::dice a,�itti FBC -�+t' L ,:inur3 (201.t) and FBC -(ice Edldau { +1- ,tied by ii it ;:r-vti_:rffT dalled0l& 14 17 .-:led & sealed by Lyrui Miller. P.E. ie f ctt dated r,A y niarlirf'� . s,gri,ed .:J1 4- F1 ... ?<<rsl:tosal N:: 1-is:e:d 05;05 17 ,-;ied ', . I a11.tg CI' and - P.E.. INNEEMIF&IMS ti - c, IA .i. r __No.15 l:l+.. I :t t_? ?C=T Industries, for their Series " ,,f 2 (? iii•,1 �-b ding 't�lj i.,.{, , tl ; F wf :tt okb - L.V1 .1.". eXprring on /1* 21. Ishaq L Chanda, P.E. Pr,idnct Cotrtrol Unit Superrisor NOA No. 214206.03 ExpirmiosDate- April14,20.6 Approt a t Da te: March if, 2021 MAY 12 ZOZ3 VR/\ Virtual Review Assist. Incko Plans Review completed and apfor compliance with the 2020 FBC 7 by Debra Anne K(ahr PX2300 CU N V) }. U .0) U U) � us O •� 0 0 Q O O U_ TO CZ j E O O_ C/)Q r� W J O Q C7 r._ CL CV MU) CL L w C- 7F = Z J Z a QL SHEET N0. PA 1.4 March 6, 2023 MIAM10[Aux MIAMi-DADSCOt.J3�TfY 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 T (796) 315-2590 F (796) 315-2599 NiJTICE OF ACCEPTANCE (NOA) www.mism idade. ov/ecoaomv Cast -Crete USA, LLC 6324 County Road 579 ne Se ti rFlorida , lorid 33584 35 84 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 -node C'0unty 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 CourttyProduct Control Section (In Miami Dade County) and/or the 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 revolve, modify, or suspend the use dof' such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is determined b Miami -Dade Count , Product Control Section that this product or mwerial p y } flails 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.F ., dated March 24, 2001 and Drawing, No. LT4612, titled "Cast -Crete 4", 61" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, i'TI- 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 LA IELING: 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 ofthe 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 M►ami-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 # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-:5 as well as approval document mentioned above. The submitted documentation was reviewed by H%e1lmy A. Makar, P.E., M.S. NOA No. 20-0630.15 rtAr_ o e- Expiration Date: 09/11/2023 D8 f 20 Approval Datc: 08/20/2020 Page 1 Cast -Crete USA, LLC: NOTICE OF ACCEPTANCE: I+,VIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PRI�.VIOUS APPROVAL. #03-0605.04 A. DRAWINGS 1. Draxlin > >..... � ,�`n 'La /•!(iI' tilled J ra>r etct and 1 restressrcd 1.rntirl !1(•tarls . snot 1 ul f, k prepared by Craig Parrino, P.E.. dated March 2. , 1003 and i.)ruuin•� ,vo /,T4 r12. titled I! . "R '2„ !.„ J 9 1 Gast-Cret,r' 4'. h dD 1�. Lrntel.Safr Load '1'crhh�.� ..tilrc"ets 1 throrrl,lr 3 rrf3. prelacrr•erll,i Craig Parrino, P E., dated March 24, 2003, lust revisimi 14 glided April 28. 2003 burn drmvings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled ,lf odels, total of (13} concrete lintel specimens, per ASTME-529-94, prepared by Applied Rese,,rch I,aborcurorie.c. &,p ort A'o. 30404A. dated 04110103. signed and sealer/ by C hristopher A. Ihmion, P,L. C. CALCULATIONS 1. Calculations for Cast- Crete Lintels, dated 05129103, 207 pages, Prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino" P.E. 2. Calculations for Cast-Cre>le Lintels, dated 05129,103, 140 pages, prepared by Craig Parrino. 1'. F., .sia;ned curd .scaled hy C •r•£ri,�! Parrino, P E. D. MATERIAL CERTI:k'ICATION: 1. Quality .Wstem kfanual for Cast -Crete Machine Afade Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dute'd 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. F'D4612, titled "Precast and Prestressed Lintel Details" sheel I of 1, prepared hw, Craw Parrino, 1''.Is°., dated £starch 24, 2003 and Drawing No LT4Co12, titled "Cast-C'rele 4", 6" & 12" Lintel Safe .Load Tables", sheets 1 through 3 of 3, prepar°ed by Craig Parrino, P.14:., dated March 24, 2003, last revision dated Afarch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance t l icc E. MATERIAL CERTIFICATIONS 1. %ogle. /tar, P.E., M.S. Prolpct Control Section Supervisor NOA No. 20-0630.15 Expiration Date.: 09/11/2023 Approval Datte: 08/20/2020 Cast -Crete USA, L C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE Sl.BI3M1'1'"I FA) k IN DER PREVIOUS APPROVAL # 12.4)209.12 A. DRAWINGS " ! � sheet rr �� • �s r •v' �� .r7atrl l ctetrl. reel 1 1. Drawing Nrr. F'1)46I2, tilled "Precast e c c�r. t etrril 11 d t c. se. cl 1 / 1 r ' 3 Drawing No 1, prepared by Craig Parrino, 1.1:�. rlr.-ttcd ,�1larc°h �,i -1. � (1f1 , and D L T4612, titled ""Cast-C rele 4 , 6c( 12 " Linlel &ife Load T able.%", she-e>l.s I through 3 o `3, prepared b Craig Parrino„ 1'. E., dated .March 24, 2003, last g � p P Y g revision dated Alarch 11, 2008, all signed and sealed by Craig Parrino, P.E., on :1 f ll'(4) 2.", 2012. B. TESTS 1. None. C. CALCULATIONS I(. NS 1. None D. QUAL.ITY ASSl,R£1NCE: 1. B1, ,thwni­th.r(de Cdounr v Deparonertt of`1'ermitting, Environment, and RegulatoryA,iirirs. 1". MATERIAL CERTIFICATIONS 1. Noire, F. OTHER 1 Lole"r lr•rorn C'asl-Crete Corporation, dated February 03, 2012, signed and sealed b , Craig Parrhio, P F., ce"rtilying c ontplianc.e i ith the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWIN(.;S 1, None B. TESTS /. None. C. CALCULATIONS 1. None. D. QUALITY .ASSURANCE 1. !3v aAfiaini-Dade C'ountly Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. `" elmy A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 01)/11/2023 Approval Date: 08/20/2020 F. 2 N"( )If-T, OF oi.C'C.'EI""IANC�;.1; _..__ V I DLN.CL 5GBmi TTED SUBl*�v''IIT"IED L. NDI C PREVIOUS APPROVAL # 14-0903.03 " o 11)4612, tilled "Precast ast and PrR!str cs wd Lintel Details", sheet 1 of 1,'c1 r'J j` .°-J'li3 d11B4i f)t,:tYIV6r"fig No 1.,7(512, tided m"Casi-Crete 4", 6" & 12 i '(1(i 1""1, "YB+V '4`1v 0!ro?dr'4"ir '� dlt 2, last revision thiled 16.32114, all rd.d air 'II"'14. k s's (A I 1 1 io Ns t-'r c. h' I rr,re N r 4wed:d t 8,`19,'?b I-i pages 14,201 through 14.236, P /, d, Craig Pr irino, PE. t„)1-!.•ti.'i 1 `a ;wti,�l lx. w�,'(". ix'; Yl'.+Y ` [rm iFconoinic R,,,%On ,, es (111:R). iH'. r 1 ''�A, 1 " 4irte d 08 / 9,2(' 1: , signed rind secx ec by Craig Park 1'-/. a'1: :!,!' "'l �il;� t"�:��I, !i7"' ri°pia?r'r $tlrll�ltn,r; Uncle", 2014ElltiLan. r I% '"+l.''I3!ta]I"I'"tT ID ..rNl)L;it I'I1.E." "1()l14 AI'I'ItUVAL # 17-0821.18 '1.L"� i S r 1i ( I'I.'� I it)NS 1a,?r I l to d' , iami- l.)diat, {.010P£ t 4'voil fm, �r,' onunne" Resources (RER). \IA"I I"y1ZIAL, (JAITIFIC'A„I'I(: NS OI'i11.1t L,(r l'+v it",? Ihe' 1"' on d"i Builrrrin,L;' t_ rule, 201 ? Edrtron, iss•ucil by Cast- '! , ,/ �_i C(111 1"'I' Craig Parrino, P 1:. /He[my A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 +-• (D N U O Q � O 0 O E - CC5 O 4—� �- O CC! > Cf) ty i r �- F— W Q a z z W J Cast -Crete USA, LLC Cast -Crete USA, LLC j I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OFACCEPTANCL: EVIDENCE SUBMITTED I ' 7. EVIDENCE SUBMITTED UTNDER PREVIOUS APPROVAL Al 18-0424.04 9. NEW A. DRAWINGS EVIDENCE SUBMITTED MAY 2 A. 1D2� l 1. ,ti°"ogre. 1. A' "erne. B. TESTS B. TESTS L None. 1. None. C. CALCULATIONS C. CALCULATIONS L None. 1. ,drone. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami-0ad� r Regulatory and Economic Resource �. (RER). 1. liar '19iami , ' Resrurrc�(% ). Virtual Review Assist, inc. > ('u:rnn` Department r f g rya -Dade County Department of fiegulator;y c;rrrcllcunrtmtc e s tRl::h Plans Review completed and approved E. MATERIAL CERTIFICATIONS E. MATERIAL Ck:lt`l'II•'I(:'A I IONS �..r for compliance with the 2020 FBC 7th Edition W by Debra Anne Klahr PX2300 loon 1. None. ogre. F. OTHER F. CD•hlll:lt 1. Compliance letter with the Ilorada Building Code 2I1 I � > " icl�" ,� , 17 Edition, issued by 1. C.'anrpli'ance Lester wtth the Florida 1?rarlr.lirrg ('c,rle, 201 Iicdrtirr,r, ,.s,tlrcl101C'as°tco - i C rele 1JSA, Inc.. dated 08✓08117.sis,Jned & .sealed by Craig Parrino, P.E. Crete USA, Inc., darted 08VOR117.signed & sc,tiled far (r,;ig Parrim), 1'.1:1 Compliance Letter with the Florida Building, Code, 2021) Editioa issue d by C'u.st- 8. EVIDEN(E SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 Crete CSA, Inc.. dated 06l°71£r20, signed &sealed lay C r°c1f1J Parrino,PE> A. DRA"IN(.:S Cz 2 1. 1)rau`i►ag ;1'v. 1•"l.)4612, titled "Precast and Pic>.str•es,sedl Lintel 1 wr"tctil s•", ,z„heel 1 of 1, prepared by Craig Parrino, P.E., dated ,Var•ch 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " 1 intel Sole Load Tables", sheets I ' 0 Q through 3 nf3, prepared by Craig Parrino, P. E., date>d ;1<'learch 4, 2003, last re vision dated June 12, 2014, all signed and sealed by Craig Parrino P E,, on .Ianuary 22, 2019. B. TESTS 1. None. O C. CALCULATIONS 1. Vone. �� cn D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U m I`;, MATERIAL CEItTiFICA'TIONS Q 1. None, F. OTHER ~ 1. Article of Conversion for a name change. i o ! C Helm r P.E. M ,�lclmy A. Maker, P.E.. M.S. - vA. Maker, - M.S. 1'ruduct Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0030.15 I Z Expiration Date: 09/11/2023 Expiration Date: 09/1 P2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E - 5 Cl RA—F, R 71191 SHEET N0. PA 1.51 i - /d E' live.. CO I - TILLrr TESTING fi, ENGINEERING COMPANY V1,I ,I It I I I� - __­____.___._.________ __ -.,. __ � � I - ­ __ I T I � ' II, , I. ".wl corn P'�, I. .4 W, A CA WA- IN, 00I ,AI, PRODUCT -EVALUATION REPORT REPORT NO.: 20-0728.01 OAFL: July 28, 2020 PRODUCT CA TEGMY: Shutters PRODUCT SUB -CATEGORY- £;Irorrl) Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: OlobaLProl000n Products LLC. 4800 S.W. 5', Stre,z: Davie, Florda333114 tPURN-SEDY—EYAWATION' This is a Product Evaluation Report issILH-to by Walter A. Tillit, Jr., P.E_ (System ID # 1906) to the Global Protection Products, L LC, Rule Chapter No. 61 G20-3, Method I D of the Florida Dell rt rn Eint of Bust ties s and Professional Regulation. This product is betrig iSSUOd an Evaltiation Rttp,ort as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, ancl 10 verify that the prbduct Is for the purpose Intended at loasl equivalent to that mIr,iI by the (.'".to Thi,, Pmducl Evaluation Ropor shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions Z EAMINCE- SUBMITTED. 2.1. PRODUCT EVALUATION DOCUMENT (P,F_P,'k; Drawing No. 20-176, Wed "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc,: signed and scaled by Waiter A. Tillit, Jr., P, E.; dated 07/28/2020, This drawing} is an iniew ral part ' '..R..j.,.1P-,116 Evaluation Report. ISO�.P,iA- rQ9, 1, 4 ,` ,vr.,-, z` III se'' V'- r,A , NO 441,137 *11 � S, .."tto , . " e " PID11A ­14 . ,:�, "I S .... ...... clN, 6.305 N.W. 36di Street. Suite 305, Miami. Florida 13166 - Phone: (305) 871-1530 - )Q*40040101 I MMTCT EVALUATION Uill ENO. 204)728.01 2 2.2 TI :s,rREPORTS: La rL ' �,. wtiI impact and fatigue load tests were performed under Protocols TAS 201. 203 as per seLtior, 1626 of the Florida Builoing Cocip, '. InEform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engineering& Testing, Inc, Reports 9 96-561.4 dated 08/0911996, #I dated 091181199e, #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond, F.E. and Report No 0219.01 -09, dated March 4. 2009, signed and sealed by Edmuriclo Largaospada. P E. and Henry Hattem, P.E_ Tensile test report No. PCM-197 by OC Metallurgical, Inc.. dated March 13, 2009. signed and sealed by Frank Grate, P.E, 2.3-SITRUCTURAL Ei4GINEERIN0 CAJ-C-ULA71 , QN$: On 20 Gage Galvanized Steel Stone Panel for maximum pariel langth vs. design wind load, as well as maximum anchor spacing vs design wind load ind panel length based on rational and comparative aInslysis, and tin accordance with section 1616 of the Florida Building Code Cak-ulations propaned by Tilloco Inc., pallid I li0108 and 03/12,15. signed and SeeW by Walter A. Tillit, jr,. P E .1 MISNU.-IMPACTAESIUANCELI Large missile impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS RESiSlill 20 Gage Galvanizod Steel Storm Panel has been verified to sustain wind Pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14,15. 16, 19, 25 end 26 of 26 of Product Evaluation Document ( ' P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14,15, 17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P-E.D.), drawing No. 20-176. 5, INSTALLATIOW, IrstI shall be perforni,,;d ,%Inci:e In accordance with Letails indicated on sheets 3 thru T, 10 thru 20, 23, 24 and 215 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 Prod4oll Evaluation Document ( P. E. 0.), drawing ; 4o. 2f1-111 76. .'" sNII104/4j4,"�% 401#V--J-4.. , ..I '� -- j?4_W• ,�\QT�+ ' , ;. .Asssr ­ . Z! . ' . . ­1. 2- -!::7 -fttA4167 ' 77,17,e"IA04 , I � 1v -. STATE OF !cc , 1. _­V�.--------, s, 0a .. ,'to R r�,D. ,z , r� . .. ..... -,�? ". `,�,, � Y I rA A t - "I I .-,, ", GENERAL NQJI it Z) IN L.5,L rWI F*I $Ioftsi, 00 VREcA!T! L ,)..Iq.'k 14r'o 1 -, " •,.,*' ,� ­"� Ts� �� I" , ' .,r " . , Usluit-M&2ILPM.aLlowni-SEM-=ftLhW.L"; CTILL104 WALL AI St4LL BE LONG ENCI)�� KI +4.Akl�4 III WAN 5rQ"FL%- 8tHNj,' 5U ' nt PA . S10,40 PANEL SIKAW ON 14S PROI V.k1.;,,LCN fNXUII TPE,D I ­S WEN . : I ,-.A' 11'.,I1IIII(It IN MfL,t1141-ItCr "IIN 11 .tC A$� WFN 'WINIED " 8 1) AND N 6 2Y A, � 401RIANCE WITH I.E 2021) 171, 01TION) -11 7-"F riOWn. SIIIIMNG :Ijcr-, TL' N jjj�.JI ill ITNIt"r ,5p%�6tt1:I,wB&gy. . '� Qj5T_Wj_' DEST RATIO ILAWDS SHAu. SL DMRWkE) As IIER 'WrIK). IfiT„ ",� 16.m -Aw,N L, 10 14 't TAKroo A,KvIAIS AS v~Acruwa ey ow Du ^%L MY FoR WIND SPEED AS RE011RED 91 Th* ,%^M1CrIO4 **At 111IEM� T^tTTt4!E WW1 HE WSIIIALI,tj� .11�, 114-10 PAIT11I FE"E K, AR9 FAINTILANATIF FULLS ,V,TC*4OI AS NANNUFACTURED 9V ELOU CONS-IftICTlON PFTOOQCIS r()R A LARECTKINAI FNC" K4 -0 85 VISIPIC AJSCE I- 1 6 AAD %ilsklIt, NOT EXCES 0 TIRE WILMIA161 IA S 0 ) I" �, 0 N. �wpfx, � �- 1. QIEUA PRE5SUK RAIIINGS INDICATED ON Sh1I 7 Thi 12 14. 1S, 16. III & 2D1..- III, L'. � -��" R,"'­ ji'�"­N�, 11: ,�'j'�[,L,"j." "' NIt P2LN' SCREW, BOLT At SPIECIAII Co IN ORDER TO YVW*f THE AAW� CONDITION. 1ILTMAlt ClMeA WWAI LOOM DfIrNWI " ASCE 7-16 C 4; WNWU- TIWrCADED F04ETFIA1 ILI- :1 NI • - C' T i -'"" -111, "OR' 4- I TR - li. W_ .?' FILK FL,70 P.m1-1E I.L 5144). EIC nRPF"UCCD TO A �. I) '_1SV,N WINs" LI`AM Er, I101 r?PLyVP. T�IEEI II 0 & IN OPM M Ago PANIal,Aif FF"I Ill compARE T.*.sL %/ 'As"l 4A Sop 'WSK-M rN*%StILW A,JIW�S NLUC.4Ttc ON SiIAEFTS 'I Driv 42, ", 16, Tit, TIC & 70 IN OR ij vMy '­q sss--�l, -oz1Q% c`ED AS T51U WERE ACT DIST' I,114q��11�� A 33% OLLVIELit Ili AUtowiIALL C 1) Nst 1HRLAOLD PICK7RAl'oh 01 LAC scm ,,, IN'D W�q WDOC, rPA.( IIAC 9,k, III I ", 111. -")- PENMIETRI INTIV STUCCO, SAINT.. BE ^,QNiIDEKC, Ai PAW, <-- ,�I; mro,.f�, ,n-Lrm,rr. -TA(,.r ,, SFOR **C SWAM WADS WAS III J%( ,h, rREV ANAI FASTWW� SPACH; III *I'Lt, ,41S BCfN DEIIERWILED Is AccoRtANCE Plitt KD s 1018. C 1) UPOLWM EM DISTANCE IN LAC VRtWA RIELI WOOD SALAU BE AS INDICATED IN ?NE 0RAW114C S70ft PAINII ADE&JACY sUR IINPAI-T AND WIND P"II H,IG BEEN WRIfIFI; IN A'.CJIWWNCA %­ -A, II,1% 14,41 IN THE ASOVE 6104711I M" AS IIIIIP HLM*CAK ENII�INEOA,C Al TUIINC W: RILIPUIII!, sf-3" 96-t.?o AT 06 ll�J AND , 1! WASTIN PEXIETITTATiCs, Ca" *Con RU'-TRG Wk,I, RE 5/6' 1/4' 0-211 SCREWS V%a W.L, BE - 112' LONC KOWTOW i(WSIPAtWA TESTW. LAS IAK REII it & 021219 IS PWRIIIII TAS ;10M-107 AND I&%-2D, S;"kD STUCCO CXV AN0 1* 10,061TUM FOR *441 ArN NO SIUCCID IIIi KE,U AS NecftNN IfS, LIAR C. SWW fjoilloa RVtCTRj OI)LtI LI4­D9, AS PER'TATi lat, TA's 20, 440 IAS 203 VANDAPOS, � st N4A&t D,A1 OkEtAjIl V�,XIL. OR f`PECAS7 COICRETE A*Cu,. STUCCO DR WDULI BOARDS, BE ICAINO UNIsl EXISTING 104t. AINGAILDR% S�ILNLL RE LQAK tKoLlI to NI r4E III staix.mor SEH*K- SUCH PANELSt .j , . 2 ALL ALUMOVIss CAIP0~ T, K w)6)-Tf AL40Y AND rEWL"A 4J-015 I'114f-­t NlT'T,'P , 1 ,14"' , ANCIMPACE SKIIIA * AS MENTION" IN E II. � 2 V A is 4) I R.I. AILIRET" StklT IA.;At J5u) A' CIOSIUIPI SWILL HAVE 3Vr-,IIk ALLE, (4I AW.C#K %K41 AT INSTALLED FO.toW1K4 ALL CIF IHj sd!COA0W`IKIATIrsNS AND SPE(V cAtILI.11 ,N ;11, AN ,AT,` I .ANIIFAk Tillsf. • AU 5TELL "V kCW PAWL, SKAAA AlAW %IP)CF.TRAL CAA.In 77I *I'll A-611! UkAC* W 4NII0L.IQ 1­6L CALVANaW SnR U'M�ATM W/E­ 154 ,. (AFTER RIX I.4I:I!1 14 AMU., WA' AI ,C' ex 0,15TALIrL "04"ApAkO FOLLOWN', 4fSTAUATON DETAILS SHOWN ON _5ECnoAT 5 IALRT`� To tSnEEM, 4 ,� I'Aot" to i .,:011 'w, wNav- (r, A LI IfLALI Wei Tit v5sn 5 ALL SCREWS TO 111 STAITAII S'LE. L ")' " : 'Nit ," , ­QVol K141W COI CARBON V1111. As PER DIAL !/ -4 All. 'Ittu _RP4,­ wr, w� A,, '1I t"IFEN-4 & ShA1 "OMPL� A," PtfI BUILDING robr III It SI K Pq RILIF`3Asl&Tl y+ 114 ."'INIALN-II:R to ,`II Ilk %KWIDKA or 1K slisUC11,21,111! w4kt WITTER is to W ,5011.116 " , , sit, LUN . . A -0RAQ Top! �JTTF; ',�-A I ^ � W AtIAT'RII In r,GAIrRTT_1 ftcx'� OR r i A"I'll 10 WkAt ONWEP AI W1000 R" 41410ING!, 6 oL.Kis FQ fix -sl. A-.X,7 Q1.1"INNIZED sral. 011I "I !O. WIPTILL, !OINNII�Iil, stir, �.Ilt, I - IVIIiA,Tv .11L - TAIINCIN III IACII ROCIALAP STOW PANEL 019i CENTI CII" *` A -F I417AAP 1.1 4' A:Pf4 1,Wt-NI I CT(� B. A 14) AN, AL'rO.I It* we ,K IQ* oN 941 TS 15, 6 6 12 RESPECIIVIELI. 5I­WNAVLI 10111 kbl�INI N�,I.U'Tft. :ANTI. ON E YE A EG�TKL AND -I'LAN­ 7 ANK,w)AIS To wAL millu. wL As FOLICTIVIT ,rNw To VCIVIFINKLS WII APKCAAsLf WPQH001ICI DURIW; PUP I'I ,1r 1111AIRCANE .AFNI W IQ Lyjnw e%w rCm_isflf , , ,,, , r�_­T,,, 1 Ir-1 - - N� 'rA[j'_,LULV &I, 314VITUR COMPONENT EDGES 004TOW RC"k N CO4T1Pt C041IMI WAI� , " .# TAPE% AWTit; A5, I1APjUIAL;.)UFI) 9, I 7 W 94,11DI A " DAN dr-Itts? P.j ) T.0 31.1sti"k. T, f,a IrW .14-AT, II H 1-,: , . , ".• 0 . 7/1% .�&,­Ih Aw"Osl,. AS VAW, Wtlwkt, P, 0f*kT TITIC (WIN F'r-OXI P114.) . ,�,.. , , ,A)LID-SET AW�*ORS, IkS 067R.Wrr.D &� ALL 001ir SU4. ,ill, I A �I'IIIQFII C(I �/ " 12 15110011 PINMAU; 041,141JAnDN SKNI COMPLY NI1I4 $PTI 'ALW.- 1 " " ' ,"'II'.,.L I' "' F' ' I- ­� �,.` - "I', Aa I '1': (1- 4-3m PAS.).110,0111411u) of t`* Am"DICPD" WROIC PERMIT Is APINLEC, TO - it PAKELMI FEAAW ED h PAITAILMATT PLUS ANTC110IRS, AS k~ACTa1D II 0,'t- , ",j" II -t "LL "Ft", I " 1'.) rKs INNO"41 EvkLATION 0000,100 kpfn) PKI'Al 6' 'IftI LNIINE-_N : 'ILt,,_.,. -T,U ­! - ­,-, N,_..­,,,, (Allies V­3= V-) . ;oF A SITE SPIEWIC 03s"r", I. WHERE nit SITE COWITIONS 1117,ArE ARI IT IL I I'. - 1/4'11 Cr TAP-CAIP Awwjn, As m",.FA41owD 81 TRQ-;W cow.QuroN (`­14Qo ,I. � ANIZ,,�Q� ,All.' A,I� NOKU EMBILLWENIN OF TAK Is M.;Qtf� ").0m swlix EIL , V4, r IoAl P_ttvAn $ILAA; v I c"I'll. ,)A 'r . N ,,L - ,S', .,N`01,i r,W ­i U..FC'VJN FAtIRCINISE AND INISTALLA7ION INCtUCINC LIFE 5A" Or THIS FIRODLAI TI- -415 r. AM PANITAKALIFF P0,;T "Dol I/'- 1'* _f thf-,1401 414:6Ir1*1� EWE ON F r U IOCAITE,.�N0 �LQ �1�H .IC)OS 1 OVAILTE rRO1W THE CO,On(�4S DETAILED o" oocvk(m CONSTRUCTKN_%Asry At SITE * im Y;,,TkA.­;P,. ;IoFLASwin I.;' I­14 A, -, W. V.C,1IC­I1 ',11.4 Rf r.lI IIR- IC; '.( 1A1_Itl ',,*.(*Lyt. 0I 00OW14NI INTO (it) 11145 PRODUCT EVALW7041 DOCUMENT Will BE '_1,4$AJLftI::1 Nlll,-; I AI: '„I�tb 'vi(, i-,,_ BE Kilwt,E& 1/4- 40-20 StREW!, LSLD SIVKA BE 1 1/2- LQW WRIRA.0 9RTLqI) "QCICO 111M "r ,� NANAII,�sIs FOR IATAL�� W­ NC DUCCO AIII M0 9F 41ADED %NI I)IF A,� F-ITA&.1"71 Sl­ff. W/Q �,(A!l NCLACTS SELAII CE PFRPARTEB By 4 FL,^DA W,,%­PEQ j�I.,,FfTl ­­L,� _,. Ijj STEE WeCesjr � r :* .1A rli­­ 11, EsI WI Wt wrts I40RIDER Of FROM it all ; Fast IM11. PPORLV A040 WHO WILL I QEIRKINISIII �Ok I`H� 40;q " XSE f# qOI A It 0 IN&L40DI, IV IFEC(AO ACIIW AS A oR kGATED ENGINEER 10 Iw I� 1� IIII CASE T�-, ;rstfl:AST %TO%L PRFCA3' CONCRETE III IFA4M, STQCCO CA IsI 00AMI EA "(PUNV Ct, 'fo •T r, T`ALr^QII 4- IWI To 1� LOITER THE L4TE %PTI DR&WINI.-5 FOR WFIVIDE EXIST1111I III DII rYOOR VIC-ORS SPA: RE I.0M; F.XX,- M REACH TAE IIWL 7RUtTLXK EAHNIII ve.H PANELS ANILrIOPAI 4 SPIALt K AS Uni'IONTED IN A 1) AM I,, A 21) ijI IN I, , L I J L Il� N� 'I-V41't " CATICIAtAL WAL AND SIGNATURE OF lilt FIRW_S$.DNAj "N €€R .It Ik,Lf.q %'u', ,�TI%T'Assal IT I'el To "AM"PC QQUZj ,„Qr.I'L.W&L AITN C-'" , TAKAj4,ANIII,*.lRl, As K"uFALIL,wo p t I III sou"ETL, INC IA SAILIMP &ILAILI0 Ad.100 1, IAUILI V0V A iSKAIED % A PEADr-1 ASIBILC i0CATV.N As %TOft :,I:` : - I` . � 7 j8' UAIK IN ANCHOR. AS IIIIAMNAtTILIRETE &I X'Ok I INIC (IWAT I*­15oO � FhNf L 504UT"P Al &'C,OR1VAI WM� SECTION 17D96.3 DF TIORIDA IIIAI VINC II YIL UWL iRI&LI RE PTI FOR EvEstv assrNsILC LA&LINn To Col^,, ss,Iq SCCVIC* I ,Lyq 5 2 DIT _- . - 1/4 .. , 31' Ak.0-IIin ANCHORS, AS OWPICUrED BY ALL FN^T SoPil BOO 4 �PIE4ILN_l, (,C� . 1044LA FILIA11j,"; IAIId �Qlk .".laoo P­) � #T4. 'a .A ' �, � I, &W PANCLN.0� PLuS ANC�L*�, tk� MAKALLITACTUREP P W,n I`(A<I�AI "" —.----..-. ­ -1 Fwi OSAWt4G 511,41.1 ONLY DE YJBE:D Ti 1 PRODW"I"I 11,1 r �t`417 I, I I ,.,%I, ,xr.n i,triwTI, IN sun , ot,., . , .. - 11 �174",N,, . q4' 4 0 14-CAM ANC40RI, AS VAWUf4LRjssID Dt 1I _'DRPORAirON1 ol'-'O " �\;�/,, 7z "w , Is 1p WHIMUM EkV*,DMCWr 0; ?APCON AAC"17AS. ELCO PANEI.WrM AND Cr CAP-CAIT' ANCWOTI,IL" f"t C"t" BLOCK JWIT SNAt,1 SC I 1/4- . . . . \� I f " NO 'I J,.: .. 0i1 -- _._V IFLOII BUILDING CODE (High Velocity Hurricane Zone I . : I �� 7 ': f ear ,'I= PC a 20 GAGE GALVANIZED srrn STORM PANEL I ' I _A� K, a2) CALA-IN A, SOL�ISIET A%CLsoR% Smp,L SE EMKDOED 2/3� INTO r0E CLAI a�T.�� , IMM S?UCCO ':�v.s. 6111, IALRWIT,n) ',04* 0-20 SCREW$ IMD SHALL BE I TO' LXN1- -�,��-,,��.­.­­Ivl, I - Is -S 5 l�V-4--,-Arls- — � ,, 1-N—LIM0 IIiib­D-0�Mit�­­­ --",- `_ — PROTECTION PRODUCTS. LL.C.1 ""W" E 16T. W;) I - MININFUIA FOR WA-1 Welt No STILKIII0 �0'- "iAl ­71 I- !1 �`, `6;'. Iq ­ - � 11, L"-I:In -;41I , INC I & ­­, — wr —1 -1 5331. 1 I el , 11, 'y I 10 ,:'ll, .. -- -jo, Le". ,. . - "A I`_:_Y� A— (-fte­ ,3!L 1. I�Asss­%, 20_-176- I Q%APPG - 61 1 100""", �j P K ;.---,%—w1 . _ _Vz;�;;AT, 110% -, ­Ivs?, 0 . , , "' , _'.­ s'_-­`EsPer 11 I I .--------------- I 7� ! INSTALLATION DETAI S...F.Q9_REQ.,Q,i.AR PANELS .1. .k.-LA INTQ -.EXI�-',TIM�Q--MURM.-CQN-(ZEUjf-.QR-,9,9.N.Q�. _Q ..Q U � � -M K-,.$TRVCT R .. (So v1s""J"I 0. I (aWRIIT .W,�, 1-or's 0 ­01" 0) I *­, I ...11 ;%X2 sc,oxu - 0, ,,�, SI a OPMIA;` � 111.,LIII:� 1ICItFIs4r I I �, I �,I� , 11 IsIll,; 4 .0­�V� I�r 111;`(ILII v" III ��10�111 � ��,�,,�, K­`,, ,�) CONCRIVE "I 4 � Roil-, 4 IIIIII IT) , I 01:511ING Pow= - ,I I I I I I � r�, I - �, 1­RI:j/.- It 0,411 , , �i i -I CONCRETE *EQL%I"l . . ., _,, r WI, � - ; , o- IV I Z � � Is c" - �! .1 ,,,�* I , �­:,L 1 2 1 . , li i6 0 , "..'""' , - , L �. � � � , ��f I' �,"- ,Jtvl ILTL ws.1% - ­1 Is, � I � . n - 2 ! 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I I I Wei- ,�,,;% ,- I U .3/32- 1 I I I : L=., 4 1 I �,. � . rt.� c - ,� w Is i 4 , ,�� ertso 4 1 14 , I I . - . 4B,- 1 Is I EXIST*& POURED 1. V i ;iI ! : ! .1 I1.11 cc , . , _ � I 1: COKVNM CA 1 W1.1/3.._ 1 : ON4. " , " F';Iol le. ,N,tr%rCI E I " "•. Ise I I ,:ON-Ary . , dowilm Il , : � cONmTE "A_ _, I � - --_] ".F.'"I'I OI,iX� ,, ---. +,- I �"CAL<`Qrl f. � ,� I� . ��L � � - i�r�i_- : . ! ;2 ,/3- cc �- ! I ._*�­_ - .qo,.F1, r4 I REOL4vb — I 0,00fic. ri -- , t-. : """ r"' — --- - - I Cr 1112' I', � - I , _ 111 � � N I J�, - . 2 _.... � 1; � 'I "" 6 _ � r w 1-f-, �, 1 0391 IF I I T EMILM POURED' - -W c' I - - -, I, ONCRFTE - OA - A "A , .11� '" U "--!!I, I�Iv i , .1, I I'l 1 .31..- A 1, Is , .L.04�I FAI;s i ,.N.,.I .. , j 1.�ItNt'% A14NZ^ 11 " ` co.1c" .111�1111 4 IV, � ,i Lv F!�,�" I ---E D 6; , cc-*" *-plan i�" , . � . A F., IT. .1 A) XXXII 'i'""', ", ""' 4' ,­ ­0.7c- Isu sot Is T!A� (So v_.C&`IAr O. 1.1, tier snIct"I DR c., .1 F"' IsCE sc o. S.cm 6 "INOL'I III . b.tIET9 a TAA�_ 1) �uni 8 INKO". VI INCEM 0 ,�mousk ot I WAU ... WOUI C��JUQR MOUNTING WILD QW1 MOUNTING - RVU-21.11AMNIM SECTION 2 KGM111-3 SYSnOR-4 SI 3"'". C scA1 31A. I' 7EU-37II, $,A.j 3/t-,- ; i I I I I I E.D. -' EDGE DWANIC I ! Sir I 1, I , ( (IN C. ls�t SCHEDUI.F. ttz j) I I SHEETII; a AT 9) -�- IL . - � i 1 - , i 9 A I : � I I I I " !� , 1.zr. v, I � ,� 0, i I NML.MA_2'AV1H6MM..IX_SL00_G ! : 4 B I 1 1`*,"t1,!"�.1* TOP AT RarrOTA WON'TINGS I of �, 0 g sw1ills"issitts,4 � � - � I vo C,IAONE.D IN AtO WAt TO SUIT AW I eo yA A. !�-141% L .\ INSIALWICN . .4 � ,N I I .... �, .4 - �r , . ..--. I - .11 4TV `1 ".. 11 I I �, 1, � - "". �' " I ILCFIV;I`- 21% , zz �-, ..' - - � , ,,,, .7p I. ---'-'-'-- I'LORWA, BUILDING CODE (High Velocity HurrIonme Zone) , � . . P I. WKRE7 . ro - I 11111I . 1, 7 �� �=* Wnw, A,c 111"IsUmil . - 20 GAGE CALVANIZED STEEL S70RM PANE I : . = L � , 1, ,I, k -r-Ols * . - .:� . . I .. * S I - ______� ­1 ___­.. --- — - - I ;,�­19,'Ie-. 91 1"**'. TATE ��s��,. Q- � -FI-L'i E _C0 , re. ',, GLOBAL PROTECTION PRODUCT I . . g1V S, e""", 111 � O� � 6 �­.'., , :�­__ , , . - I 1I .. ., _ 4 ;$ 7 !I, ;,% ,,� Ill , . � LLC- .TE : jii� 13 _ _ I 1.11, -am s* 5, 11wr � CLUNG ANP FLQ" %', .i�.� F_ ,A,- r- %T,,,,.RAI _ .( _.MQU,lI �16. V � *-NKII�_o_ IT —5 .,�, ",/. F � - - — _:�f95� _w L".1m- 'us LAIL I , :1_4�4_ RL1F 11" - ­11-I ___,i;7-1iiiii�-'7_ I�WT—"I��-__osuvmc NA ! : 5u � _. 20, . ! L(.!.L �,­ I -6 le, LA 1� I I l"'(""T. —I. mro A, r4111 I I noRc-, � A I III . � . - - _..1Z.._1­- �-- - s,w , or 26 I ­ . 1. .___ � ­­__ ___ _ __ .1 ..", FT _.7­­­­ MIDLIC f JE % % I I ILTION. UNLU , , I .2. " .11117,411I.&I UMAI ' ' ICS AND SPECIE 111CABOM; Shall be strictIn ly 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-hrichor specifications shalt be as indicated 4I srelets 1, 7 arid 21 of 26. of Product Evoluallinn Document (P.E.D.). drawing No. 20-11 76, 7. L)IM11TATLONS-AND WWTIONS OF_V$1E; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes 9 1 thru 4 and 11 thru 16, lnclt;atad on sheet 21 of 26 of Product Evaluation Document (P 11.0j, drawing No. 20.176 prepared by T11teco. Inc, and signed and sealed by Walter A. Tillit. Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as drifined on secOon 1620.2 of the Flonda 81.111dif`g Code 7.3. Product shall only be installed Into poured concrete, concrete block. and vvood frame structures. Product Evaluation Report prepared by Walter A Tillit, Jr., P.E. (Florida 1, icanse No 44167), President of Tile�co, Inc. (Florida CA-0006719). 'W"IIN-1101", T14 "I 001-01 �f , % -P si� ,. ,_X'� .-`%��EIVSl -. ,,, L .. .... % .. . "t -,- ,.­----� .4 - ;,L: *. z . -, j. 44167 � I I .*f - llm , : * , l!, .. i - -- I STATE 0; .,ctf , N $ }0. i� - ....... ,�o ,0 1111,40SIONA'. 'I- III "'Itsolluslis"I", WI 01 TII. TFCO AnmoN RiecoRos k P. E. REPORT 20 1 GLOBAL PROTECTION PRODUCTS, CILC 120 GAGE G-AIVAN114ED .51 LILL sTDRIA PANEL) DROIIS 4' .II 78 %ft"URT 0 213JJ728.61 Z *T III d E00 IrQc\ , * r 1=. " P 0Ii1i'Q0 9 PhIMINEFAING COMPANY _____­__­. WAt,nR_A Th i 1 , I , ', tI,fl!Co,L ,co.v 1, 44t� I 111ROVU("I F\ AUU,A 110XIMPO" I L,'. A. L-. VVV14 I I REPORT NO.: 20-0727.02 DATE: July 27, 202D PRODUCT CATEGORY: Shutters PRODUCT' SUB -CATEGORY: ' ,•torni P,rineir., PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global,.ProtilliztLor.Products, LLC 4800 S.VI 51 Street Davie, Flodca,33314 J.PMRPOSEVE_EVALVATIQN; This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 119106) to the Global Protection Products, li Rule Chapter No, 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation This product IS being issued an Evaluation Report as described herein, and has been vefflad for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, arA to verii),, 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 C,>de change that may affect its limitations and conditions Z. F_V_LQWQE_$_U_B_JMITTLj): 2,71. PROMC.TIE-VALVATION DOCUMENT iP.E.D.y: � ' Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANEL", ishoells 1 thrii 18 of 18 prepared L,y Tilteco, Inc.', signed and sealed by Waiter A Tillit, Jr, P fz.; dated 07127II2020.'rhit; drawing is an intI,e:-gO......T. o, 4p/i,s Evaluation Repot. 'o"Wn. )i`/, 1, , R_:_�i --flij.71-1 67 " z , 1 *. I: :*= .--.,-, _I ,_ �-­ . S-t i,uli .err' 1, ,* t, I 55 N.W. 16th StrtetI Suite 305, Mi artil Florida 3 3 J 06 - 1botic: (305) 87 1. *�"m�t-4ow.310l.. �G , - I ; t I R REGULAR ,1k, t_IFT SAFF7Y UORM PANEL5 „ 196' 110714 1W., - I I 100, (tyrCrTINIF *04-' 146 11Il .tI-�� � : - 6 ,/4. I - 6 2 'A" I - , �- - - IT SILO' - 'ro' 's , S1111- I , I . - - _/. __T _, I- � I �1­17.....N I 00I mm no,CIL CILVAAVX� slity, - I Aw, - , , r I �. I . � , 0 I - 11", ," Q 0 1 . I F)"�,,� A , I I L, I 111.1 1, . I � , 1`�111 I 111L. I,,', I, 1'r ,III As . , \. 'AL. - ,e,--,,-,S " % *1 � I .1LI ", /I 1'a;".,. 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B 1, - -` . . . -I' IA,� " � A� �, 'AN"'Is � or, 2 .: No 441�67 GALVANIZED STEEL STORM PANEL ", I . ... ,---- L.-,.,_�I.AG.�_.. __ ___ ____ ___ ., - 5EC1lQR_X_-1 =*' I I I ­__-)�'L C - GLOBAL PROTECTION PRODUCTS, LLC. L � '' -, � Fr (IF� - Z I 11L __' 1, _nL_ 1 4 - � III -�, -- , I — I �. . � 11. s 1� _ , _'. DETAIL FOR SPACERS jW.QVIRE0_AJW_0 '. , � I'�� . � ; 4 t­?, 1, "'Lli'L"', 'I I I 'Acc SI tI CT%W 997014 TRAC.K.a_.ADJAQ0.T .T_Q._aWC0/.W9QP_8&= I Rv, �fkzll , ' .Iff a 3111. WA , _'..", , ��""` ii.tz �%F=-.-,-�,.�,� I ­1 �­� I m10 1- ltb,)w.oj�op . . . . . . 21) Ifi � , O �p ,/sIe_`.1xIr.TT RAI A' I . I- .� .i:::: .1 � j - " ­'- �. rPr-1. � '111_Z1�z1,�"HIl.s6lA` j_'Is"�"�-�_____._: _-.,_7-',N"' , 11 " , " -1 ______� ___ __ ___ � ­_ . - - _'. �-'a ,-�—­ - ,, � -,. - I - " -1 4 -�. � �,, I ,.,.,�, F I i I j - - jLLJ!:}`ALL e'7-L.�.11,Ijj,(Iir; I'l 1:j-4'';*&,, ZZ TMIKE M. I S: LargemiSSileimp4l.i.�)a�l',esi� Iceperforin.- 'IIL�'j_,jL.S_STD 12-99 standard as per section 1609.1 4 ,1A V*I_ Fl,L,..r,oa Guildit I m: 'f I)-, Niatic io,acis as per Section 1709.8.3,, 1 11,TTA F.'IIrl 7E.5I r -,10, ��,Ie.pa�ed b,; Ainoric;ii-i Tetitinq . . ,tp-, � � Lab of South Floll , !�!tv-1`;, � I �� W-01 III ii. tect 0,311 1 X2 witnessed by i . I ssed �(Ivlll Flrn R. Mohner, P.E , i',)n, 11,*,,ro. l' f- Il;id Hnnry Hattern, P.E. and Rol-,TIT - OO 14', 0219.01-09, dated Feb,r!.I&Iy , - "' L ZOO!-), signed and sealed by EdirriuI Largaespada. P.E. and Henry I, ,attearti, P.E, Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600,1.2 of the Florida Building Code. Test Report prepared by Amencian Testing Lab of South Florida, Report No. 1 1 2ZO, 1:; clMrucl W.Lverriber 23, 2010, signed and sealed by JOG E. Gonzalez, P.E. Tensile lost report No 9CMAIM, ,,j OC Metallurgical, Inc., dated k'.arch 13,2009, signed and seall Frank C,r-As, P E, as pet ASTIO E-8;;ind Tensile Test is per OC MelafluRgi I. 1 6I, Nit!. I OKM-1 318, dated December 1, 2010 signed and sealed byJon :­:0atI0. P. as per ASTM E-8. 2.3, 5TR1lQj3l8AjE_N 01 I q E f-R I N � -G-C,11l � 1ATIM; On 24 Gage Galvanized Slt.Iull '3,)rnn Panel for maximum panel length vs. design wind load, as well Ele rnaximum anchor spacano vs. design wind load and partol length based on rational andc.I.Inparative analysis, and in accordance with section 1604 of tho Florida E; Ill Code, Calculations preoared by TiIII Inc., dated 1208110 and III 3 (for -his revision), .signed and sealed by Wallor A. Tillit, Jr., P.E. 3_MI16&E_W_AC_T REM ; TANC E: Large missile irrt under section 1009.1,2 of the Flbr,da Buildling Code, as par SSTD 12-139 Stanclaid and TAS 201. 4AIDAD,1 : F_,SC 5,_ T'A 1', I CE; 24 Gage Galvani Steel SI in Fanai has been verified %a susiiain oIr.o pirevsures, lislat panel loot Ah shall be as indicated on shicols :3, f 1, l (1, 't 1, 12 and 17 of 18 of I 4ick Evalu..ificrn Documerit (P. E.D ), drawing No 20.17& Maximum Anchor `ii, ' "i ,1-,idi t - 11 iilrli,-"�II',Ito sh',)!s 5, 9 'ICI, 11, 1 I thi"Ll 16 and I 8 of 18, of R, ,l I_,�:tii.,.! : '. ,Em,-i i W E L) ) drawinc $ No. 20.175, 24 Gage Galvanize �Ivj �,I-,r 1, f, irwl �;�s r�, ?P ,I­.,rlIL�­i lof .-rjdi , - C.r.4,lt,ovor, to � I - .1 work as a non-purol ,_,: ICV ral!tl'.lii"!T,?,,,,L4*l't6iy,. ,vIiI,,i S, -:_f 1) 1.­!;I! it'irKI Lir. I !I ZI� 1,N%TiI1itII`F�J9H�ILj,0 lEq,tk rk, 0, ;�..�-,,I­�­.V,--% 1. . "' - '"-- - , '.'.-V dr:1 , - . , I , -1 - ul.. � .___!­� - %-I.. ' STATE 01­ � .- %'p L. , - Z � . t� Z . I, O�-�'- . "I'0111TI , I 0, . I I 1. `Xr , 0 1,,,LlStj ' �11­1�$,K 1N A t� , 'N' , InIow;01"' 9 1UV11LVVVN',,`i 1,1.1 'I%.XION IiI NO, 29dt727.q2 3 6. INSTALLATION: I;I,,,Z;A�Ilirm sria[lI toe perforlou,l ,,-,Irlcliy in accordance with ,-1-tafts indicated or; sheets 3 thru 8,, 12 thru 18 of,18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 3 i`� 1.3, 1415 16 orId 8 Of 13, of Product Evaluation Document (P,F.0.), drawing No. 20-1176. II MATERIAL CHARACTERISTIC$ AND SPECIFICATIONS; Shall be stlicify vow;,_ IOrdarx.owith General Notes aird ('.'ornponents indicated orl III I arid 2 of 18, of Prfldurl Evaluation Document (P,E.D.), drawing No. 20-175. AnOv-t spe(Jficaticn,, shA;I h, as Indicated an sheet I of 18. of Product Evalukitiwi Dccumeni I`11I r, I ,11lawiling No. 20-175. 7, LIMITATIONS AND QONIATIONS. OF USE: .. i ,S'hw uIa 8trictly in compliance with General Notes No. 1 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Ormurnent (P F D), drawing No. 20-175 prepared by Tilteco. Inc. and *rt and sealed by Walter A. Tillill, Jr., P E. 7.2. Produo shall not be Inbtallud within HIGH VELOCITY HURRICANE ZONES as defined en section 113520.2 of the Flof idd Bulkfiryj Code 7,3. PriI shall only tie in ital,�,i into powed concrete, concrete block, and m."ocl fraint; strueftit RI Ewiluallon Reporl pi -,,I-,j I '! I by Walter A 7`11111ir Jr., P.E, (Florida License No. 4411.,"7), Fw;sident of"nitecc, ift, (Floridisi CA X)OR719). .,,<W`;k N 1`102%, , ,A,`E ;,.../,IA It,, !t, . . r _. 1z,4.--, ,0;,ltoe,--!�'I_i 1 . .7 �- I , a * ,"�7. JAI t7 MITILI .-.-. -..,? I ��,,w - * _ - i* ' ' S - - NJ IU, ,CCOADIJOE4RECORMLP,E.REPC'RT.20k<-,t,Ob4I P� g el I � pi ., 6A L 1, t A NIZ FIC SI F F I STOW AW. EL � N%c 4 en 1 761 AL;A�I41` As 210 _0T27M1N%- - IMI f-I TIOD S.' 'I *­1 ,e,� - , .z- ... 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EX Pio)eti Number' 20-31543 Product Martulactuirer' All Annottican Shourliters and Glass k1f.rouritchow Adrfiretooa 1540 Donna Road West Proton 6voch Fl. 33409 Product Name a Dointictopil'a, 2494 Gatlearazed Steel Station el,.IoWs Large Missile Irni Roelasloe Scope of Evaluation. This Product EvaI.at,on Report IS Ile, 9 Issued In amorda,we .th in& requirerniaraii Ili,. l I ... o.i Department Ili 8106400" and P:OIQSSIZnaI Regulation (Florli Etakhnij Cwtvirrentiocull RI t(_hapw, 611320.3 005 F A C for statewide acceptance pot Method I(d) The product not" ariarwo, has beort lowered andi evaluated as summar,7ed herein In show Compliance with the Florinti Ei. Code Seventh Edition (2020) and is. too ti purpo" intendePri at least eqtatialent to that t,squved by the Code 7ii, ele;'l, 4.1hDri of this product shall ter, torriulted hilli pedialent Flicalds Belittling (�(,de neodificaboors, of . , .. Substantiating Data: . PRODIJCTEVALUATIQN DOCUMENTS EA drawing 11120- 11543 rilt-,) 24ga GaN amili 91"I Storm Paraoit, (HVHZ 8 Non-F-Ai Ste to I -5 prepared t)VEiit)ifie--t,ltgExpic'ss signed & sealed byFrank Rennaido.P.E.isanm*OQFnipart Ottfl,; Evaluation Rf-1,,,t . !L§T REPORTS )tk,ttnumilalt(.Stlucrtjfail)eiformaticorids tmi,"ilosteelinaccof(iiiLowith TA.S202tasisi,iridardspoilosI rerinrveel *61 ASG 17-001 by Blaciewater Tito%ling Inc Eat missile Impact resistance andclocia: loading performance he% i Issicti OCCOrdstiCe with TAS 201 and TAS 203 lost slandaids per Tom tippoirl(s) SPET ASC 17 Ci It y Ellackesater Testing Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural enullelf- 10y L - U11,111005 Italle been lraep,,, r,, i .,'I I, ,,valuals the product hasp I ­ comporalevomidlot rational anatross to oti the lowering design critteres I Maximum Allowablt,Si::iii-, 2 Minimum All," ohl, Spa Ts, 3 Mininatan Glass Separation 4 Anchor Spacing 16U SIN 12'" ollivirlovor Sull r I lifi. VEtio,iELO Bi F,c,.. ,E,A i 144� (954) 7S4 0660 1 j866) 396-9999 T,,"0fN,,,,,,,Acfi:,,Fi ii , IIIGIN[..,.'r. SS. OK ,_, NE INSTALLED AT EXO OPI t0i, - ',- A A-_AAY- Fill` 1 h� HEIAH k� 10 rA,CILI:A-; ,,"" ­­' 'I- 'W'(Si F,r'l l Al_,rD FROM 11i OT DTP'. I", NOTI!5_� ( ) "i-IN "'�, * -� , 4:6t"1 1-2 MAJJO STORM PVO, . , 11 I- I -.11 I - ".., � . Ic ,a 111bli TOP At L414' I I I At-i i.' AI SHL ALAWATS BE CONi I "', I Ii- ', 'I *P , '41"A"I 50- RAR(OSItALL bL ".1' , I - -"-' I"( So.q:14 ;4hl, !� (1) IF END PANELS ART ., , , li rjl,%i CONei SHAD CON !V$ - Ile I I'v I 1. � I I' IA ` Aq 1/6'90/32" Ifti , Foul (JiF, 1,�A oo�.' � , * � -U,,49','Cqclh.,10 rAPPkD scmu . I , -j YRAC" �'� i � I Tf,, P.I MAY Ef AT OTHOr r,! W E,Kl j Fli , . I! , ( r I _;, im " i I- .. N I I I ­ - iw',,L�l ARE NOT CDNNECTLU 'I, I 1 >7'.,; BAR 15 i'Mi VS.EB Al TG) � 1.0 I z'­ - Pr ,'.0NNCCTED '(I 8011i TRAM. - ..", YOTE (3; ASOYE IN SUE.,' . 1., I -, -.1y TRACK MAY CCCok 4' � I I- OHL t luonk i.All,wF, - W 1,, " , , SKIED UP TCi I Aj " �D, Lr [ -Z N G I fsj F--* E. R I N C r' ..� 11 �, 114P 2 (it -, Nil \111ofilLan Shutters and Glim - 24via Gjallameed Sla,vl Slower Panels No 33% increase In allowable stress has betoft usuij ill the deri of this product Separation room Wazing is not requitlid for installations outtaJis of wild ince 4 and essenthad %olbes Impact Resistance: 1. all Impact Re"ance has been denroarasuaied aP rewrienced on pieviousIly 11shird test rrlport(&), Awl , ,, r.onthed for In the stroUireoring dontrign of Irete, penciller Wind Load Resistance 7 lvr product has been designed ta,erst,,l w .... linens an ioidocaltd in the span scherhiiii on me ,­pectooe Product Evalliat,ot, 01 ... i ... til ', or eng.neerinp drawing) Installation T)% I TIL"Jorl shad le toned I" Other comphatero with Rs fentinictive Product Evaluation Document o it /,,ip,rwmng drawrair,D III with an coornom-nis noted Malawi Ploduct Comporri shall lie (,I the intrenal speelfied In that product S respertive product Evaluation Document (1.0 eitaint,vong drawing) Limitations & Conditions of Use: Lls-0 I!, p, -J-1 shall toe in Worct accordance vorth lhe,e%,pern,,� f1i r-j ,,? E,jI.aliurt Document (I I OrIgirtaft."it .j;a­,jq) as noted herlera, All Supporting New Strumwes %I he designed to mi Sell %ijpoil"jN I ,0, ,or IJ 4hall ti, or a rnalcolial Gated inIlls pr"c (.IsiespecbveafichorscheittW Host slew.ttire c,ti - vlhi, hme rot &Lcouri lot in Ilea product, stlispec" anchor schedule shall be designed (or or Io Itl' .r­.111C basrs by a togniteleed professional onquTitei Ail complIrioi Ydvch art, peorla,lerelittalstalled shall be protected xQaa,,I,_or,oIaD" conlarninatoo- and Otter slorh damage at an nmft Tlws prrduci has been design" for ulle walh,n ji .11.11%M6 file Ii Velocity Huracarre Zone iHVH7 Respectfij1h ,._ .. ___ _.��,4�1��. . . , .,��_.,�. . . _. - � " . ,. ., - -.- I I.Illi. Bi,nnartloro. PL ENGINEERING EXPRESS" ,;lII:(F04654411('vn Audi 10881 160 SW $. Ali Si,ltf 106, DEERItIELO BEACH, FLORIO- 314 I (954) 354-0660 1 (966) 396,9999 TF*ir#FHT;Is,1IRIhGfxPIi CON ENLisfolooliNcEleFRESS.Com I_ o.: 11 .. 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Itilow"'I'~ �­ 11 .1. ­.., .11;µ J. :L ,tv"M - I K�ie�_- lt,'� P_, . , iit I; `-, ­I!1�1 I 1, I I .. � _ . - I �11 =­111--i-11-1. �`lo _'�- 11 .C.I.-:11411., �mt�a..- - , - IL .:,.* V 1. - I• Fit - . - - , - Ulli . .A.M. ; " .- 0-4,44- - . - �.` r,W1 i il . . .:'.:-"I:.Ue` , we � OL . MOIM - - I ­­ - I 4 1 1.11 - .. / C--.M-­S; . go - .. I. .. . Air 71z, -�_ 1­1 - , / I ril .. KA, Lilli - &" 1, *#4,VRN1V" ­ W__, ­11.1 .11 . I O_L�� l-1f:9131 5 INSLALjAjj9N__QET.AL$QR__$_EE.5_2Q E-Z__HANQMRM ?- L_.1 INTO POURED,_QQNMj_E_QN&ME_ALQCK_ AND WOOD TRV.QTVRU '!I VI .. .... -_ ='."'a, rp � - toxl colidi 0. x, � RILOLIRE" � . I . I _._. ­00 6 12' C.C. �1/ I . 11 r_�Tj 0 lw. rAPCON . . I #'-.I' 141EX HEAD TEA rRO" ` �, -ZADE4 I 1�1 . , I - - i - '. - . .(. .CAD TEN --tizi * " SCREW 2 64, _cKP 0 12* i C f4l E of , EDGE ."410 I : "Re" 6-� -, 0, 04 . � -t:- . I 1. ,11 � a .- - - . � I � 9 t# t, , I (9 .D � �O . I T. � I - -*---- , - , . , . . I vj,, ; I ", , I 2, -I ,.Ia19 F: . i o " , 11 , -, - I I I- t/I2 : 1I11 I . F , , I ! 31,0*0 _� "". ,: _� �,IA55 �i I 1- "! .) , , " k I , 3; 1 0'. Cu-, - - '� 1 (,�..,) RN�, ­­ P �: I I , , 11 . I - .,Ass I : I ; I. , A, 0.041.110 POP I t I .VA I , ei'. -,. . . t­), I li 4 I �' � 6'_e• It eor,:".,CsI " �� . . i t I 1 :-�tal "ENCT. or ,".­­ � ,/. - i . "I" ., : MAY 6 I'Alli LENCI� I I- � A � ! I 1. �1 ,.,�, , I li 1 I � I 11 t _ I, , I , 3 " itar, -1 I I tr-SEPARATION � I. lost, : __ SEPAII 11 T"" I I - - 1 I / -0-20.2- I , " _. , ,, 4 To CLASS I 1 4 I 509 a-- To GLA!�., " , , n'LAaWKW I , a . 1 Of 'L" II, I I I T,1*0-20-2' , Horii , � �_ Ili � i I 11 ��,, I , 9 I.4.1 : I I P I I I . � -1 - � ", - __L_ I ii 1 . i -- .- - I— PI�QNc8t,E I .112 1 ,,7.1 I,/,- I T � ( - . I i 1 7 ! 1,•, 4*0 TAPCO14 W',r,l . I I ar 12, O.c , / ,4. I ,""A; k1i"I". 9 .7, )c � �VSFWC "Aif"i i CN�Rm OR � � " rl,4' PrOttin ALAN - n 2�,� DIT11 I to (Ci 4tK118i 0 WALL MOUNTING WALL -40MAIM =119fi-W ALTERNATIVE EZiW ScAi ir 3/p. ' sc'olii 3/r-1, - NQT"• MIN. PANG ,EriU'I I INS 14 AL?,A'TIC)N AK PN. - -`,,I�, `(Ti� MO. A 5 D DES04 "', , H� ,,, -C Pli 10.flt4i .,'- 40.0 prof AND q"-')' 'J'­ I I PANEL , 1,� ,C.1t­ Al 2 r ,41' soc' WOOD rRAME CONSTRUCT101, *,'.I I, I v,MBLRS TO BE WUTIF`fPN ",Y ' : w >"UOC I i DENSITY OF 055 OR (Ii -!11;7�, • 1WI"FN✓ ,� �zo��A: I :I � . ___ __•.. _ . . z I ") . 1 '"N 'i'M!�" 1�1� � _7XI-5, - - F 11 bUiLLING CODLlt=221Lo" - I ", HIL'i;0FGlorl __ I 2A CAGE CALVAl'i , Ulf, StCgit PO INEL - . * : IF i ' � ;S, ? .- I � . I I.,., , . ,, 'i ' [GL'Ofik ATE 01� - $I � ,1> -�,_,j JiLIECOI.. PROTECTION PRODUCtS, U-C.! - , �1�_rL�,;- 'I- `:111 "i � - I, 1;4_._t_ii -a-1- , I oFoel 1. 11 . . _­t'-> , : � ." I !!!�� _11 � ":..L - "X-It I - - 1. I i. OI 1, 53". i 1. . -175 ee�,uoa- twooei .. i - - I ­ .. ­_- I - Deli .� - _�,-- ____r I - ­ .__ ALL AMERICAN SHFFERS AND GLASS 10 U � 24i GAI VANIZED STEEL STORM PANEI S ,HVHZ & NON-HVHZ) \11----. *11-1--Ifill-ItIli � �[O-Fql ll-PANIEII-�"Arili_ (� T(,' MoNINT il� ON_TV TOE,* FEC', � Ef'rIONT- X - - ____ I ....... L ' OT:IA � S Yti ",", LRLV I ____ l I ; ! I M NrAij I's rK I r tim 0 . I I - I 'wtili 0 M!'� i (L'sf -�, 1- I , , , 1`1110fVoli SPAN TABLE) .1 I " , I - , ;� , , I � I I I ' "N '11 o � . _ , ., � I _ . _ _ i _._' L.I , i � 131 air, I 2 �8 2t Z 11 I - I. ' '. r " i I -,• " I -, " :� 11 � � my I I HOT TIC ( 1�1 ) � I ICCAIN I � Rl , .j .39r , - 11, FF AT�r-_ _-- I a b7` a WrT(>m I TYPICAL VER'l 1CAL MOUNT ELEVATION QjN E ELEVATT.Ool TOP MOUNT rC17NN TYPE W1,I L� _LSf All ', A:,: RfqDl-\ TFIL&II, I I DOTTO41 1E -i _ � ,­11011NI oti CiZri T 14 f �� � AS PM, M � I 1, 11=='j'i-TRI,�, t. , " - 9 , Y I LI; r. - I., I z ,, 11 t I I - 0 - 1_! --"-.T - r-T I W1111L - WTMM 1-�Ouw (ocil"' _/ I � Lin" r- i-e A. A W Csf,"Am BELOW - (.I OBSTRUci M- _;� a.,- OPT71OHAI.4-210SMCH AN f I I 'ZI ... "'I. I "ll- Mly�,I�rr, 7,117 -ON1411=11 BOLTS W'M "AS"PRIi N �, A, - :,P� �IEJD Vii SATISIFT 1 !Ti "ASIEPIEP ,I- -,I , - 11 Ll'r� . ','�.',A.WVES6ELCWCSSIIU � , � " , . I r ANJKI� . A )c I I oON . 1. ­ Sp: SPAN T eZtf' VERTICAL MOUNT ELEVATION /'_2_1 (NOTCHED PANELS) - 11-L 11 I i I L _ ___ __ � -.,- __-- MAXIMUM Al I UNABLE it..,:�!-�, , �-�A �4n i, , DESIGN PRESSURES: ' %. I, .& , i.ft I , - eiiFi : 11" 1l_-T-Eli DESIGNI DESIGN 1i _ z,CHEDIjLE5 "111M AMC) NIEGAI Fol, Ct�JbN PR&,SIJRE5 CALCULATED FOR LlSf THIS S�%? f M 1�hli Of DETERMINED PEA W , IN AC(ORDANorx- MTH TM NqWEptioli G TER L60tlOI ORJDA 7TON BL���� �ZWUAL T0104E I'VIIIII'ller OIL 14MVEVIEDISIGN RC­Ali Al 1ESLISTEOPIEReINF011i " ASS-EME11 • AS t,W.IWN` GENERAL NOTES: I ',I(;. NIKIFKATION Hk5 BEEN DISIGNIFE, kN1.'.q,A (4fAbIlJCAnEDiN 2 40 3J- t/J% I NCRIALE 104 4LLDWA" 61116" HAS Iasi ,A;F1 I IN F"k DESIGN OF THIlifinyt . 3. "It A*: IN I Ti T(f NGINIEFF, 0 F PIC OR D MR THE PPOi I SUPERS 7A ul-rill RE WITH W HICH THIS 01516N IS Usto 6 110� Be kESPOILS MILE MR THE I -r 03 TY 1`4 ALL SUP SO KACES TO T�V, DC,IGN W"ICH A ,.AU ii ,N,KUINATED 'y TH � PER MIT77ING CONTRA[ , r#_ 4 I., 1- I e �rrr-SNSCIFLC SIPI E.Gialetietelli, �-iLL Fe, PC Do OR, ri�UVIND brt,�) DM DEFLECTIOrM OR %I 1.141 wNrAll ED - FROV =M . "fliz,". ,,;,HTACTTI1IS 0 E FOR ALTi St 11 '�ALCIJILATIOIISAS V`ff@ it u RED- res0irril,ral,aii ,emn- islitiotei AND DMIK" PROlf?Dt . INFORNATIO04 FOR A SKCIJTC 51". FDA SIT CAM0 Coilloolljoi �Roi rPON I THE CO FICHITIONS OVAILAD HIP It if ELOR RMSTIL'ohil � A i'A uct"SED ENGINE PCHTTICT BHA" PR DAP sill sO -, PIC7 DeDCUME11711 '011 U. IN coliLimmon uTrh THIS Docul"i 6 DESIGN PRESSORF, NOTED HEREIN ,)IT &A5ED ON 4AXINUM Ti pertsiviter, Divivix, sy A 2.�L,Iqro Ft 1_ Ft�Mqli elI 1,01AD, , .=',::;� . STIp4M � ,� O 'at j;��I�T 0 09 OTHER I , COP. RMTOR-KESISTIOIT KATE JAL AND 5HALL ro)"PLY AM BPECMCAT3DIIs - MR ALUMINUM STROCTUAW WCMt4 3 ) BITHIt ALUNI"gM&00116MN, I :4C, . , ANYAINUCAW Feci STATE, Aleri LOCAL CDC a ALL S7DRMPAHRL&SHALL §ffI4GA5MK 120024' 9 STORM PANELS sr CMICAMIn a5l"�.S'ISTA."t"lq.WI 'TI'L,�Q�VAT4�C'C.)4""UyfilhAN.lNlMoMpy�aiim. 11, ALL A6UMVIVM 1ATere"304% S"AL,96606}T4,AWM:l$Ut4 ALLO, UNUISSROINFDOTHPA141" ,o.mw"orrAi� ­ ,�, ss.o,NMAT erimnx.4.orD.,n,,r, CONOTTIO"OtICT&TE, PARfL3 RAY BE NOUJITEDIREATICKLI, Or, "Olui y I" %1 CON�kW"rE`ANC F1H?O`R'Ml,O IMMEIN SHALL Be E1411151i I,- NON-CAAW. it[ o c: ONCKETE ONLY. INSTAIIII. ALL CONCRETE P All "Or. -AS POT HAN104-TO I III S. ReCOMMEWATIONS, 13, rh%r.ONTRACMP,MMPON519"701KLOLAILt PftqMTA6L W�WASPWNDISCIRLLAA#UTBkl"TORPEWk',f,fllktkYM 1, ENGlerittlet 51A1 MIFIXED HERETO VALNXrE5 MkIKIORALDESDISINAS �ua)WII U _ TM AT Be (k)NTAAI rOft, 01, .I fl"IMPIRAIM S SAVES FLAPPLETS hi 1;4GI-Ii 10- ALLCOST & D4044GES j.WAC6eUVC0A1TjG0LEGAL 14i APPELLATE rFE;.kE'ULT1111e1 FW4HA1`ERIAL N.SYSTMERECTTON, 61ON.11VA1i)4 PTIA-CHICIS BEYONOTH.T I ,`oCNISC4U.91DFOR9yo.0CAoi re. A '?2I COM a FROM i OEVIATIONS Of Ties MAN JIT EYCWTASEVW.f-t'P-",MDI,Mrfl,MOADOrrf5PIA6L CIATIFICAITIONS O& AFFIAli ARE INTENDED. Is. ALTIUnGNU At-LAIIONS GROTHIP MMKIN" MI.P., t'�-., .1111". AAENCYTPEOMI"ft.AldUItNALILIATtThMaRTMICAnC,I, I r n .j ,W�,PA4fLf,vMAILDEPP.KANENTLYLASR(OW H,­ tIFILIM0 (1j"AbEL vmv I n Filter CONTAINING THE roUO­ ,,Y ­1011- At L PookRi SIRui JUND GLASS WE'l PALM BEACH, FL "IT, 20). 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AND CITTI .11 , Fl,� llc� . . 11.1.3­­� n,o�_, BE tilerpeo ro 1J., Mit� - - ." � -I, IJC IER,IFIELIWOT"Enlo ODE - W,,�­ I ­rll ,%;,r, 7:) MOST 51RVaUFoF 0, .)N-'40- "P:­1'. ',r I'r)119;�EINSIVLLRZCt4L-E*DF�-, , I N, 'AtiliD001111CRETE011i 0 ;.JI1fN I ­,T , lj�-, . � ,�.� t,IitE [S WOOD rRAML NC,, 6't"'"';'� ' r')F'L!T TICNIS MAY VkRY FIELD .!Pjjr� j-, , -. ,.!jr'1,kfTNTO.ADi VY'r'IDli A'M','CR,1, NOT FILYWWD FAFIF1,10' - 11 Y1.1-C I � �­ 1FI4i - Ofti -)P `TVF :,'' It, r ItC, 1 ' ­"' 1;',� J,C, R-1v fASTEN TO ("ILO-il 1, � I .; -� ' '"MIN0, PAISRAIEFLSHIUL Be kOCAlI`D IN ., I - Ut "If WIN. 2" 4 4- (MIN, I %1VfX,l? � I - , . tZl' L D!STLNCE 15 ACCTPTASLE I Olt WOOE, � I. IM,W)_ 11i $7 Li 40it Of 1 1 1 I. P 1, � .', -1) 55 OIL GREATER DENS! TV. LAI: _�CREW ., " L HAVE PICTILLIPS"ll NEAL' _TL .Z-! ­117'7 - I Q,WA,tBLE 44040145 AkIE 0 4..' .' 'I',-- 41_1_4010 . S SOUD-*or It So L%U5t4WjG p, MACHlkiES':REWi -1. v,',:,I,,MENUA.CiEMEt*TOF"-(,"1'$TOT. LaAM PNOIIOPANOMA, HAVE (­V-1 ­ ­i 'RUSS HEAD, clit AVAFtf,, ' - I)E*ALXBOLT) UIto tl. siftlei FM96DtAt,i 41 V,:� -- 14PANCE EXCLUDES "Xz,� ,'I, �T,,FTVAMJj_F3RI5Hi 14 im r*51'-,%�11,_, ,,'�­ �1, t�2?,1T4FtOi WH(C4ARF We' A'�' �'I�-il� F;?;E�l L . + A ' ,tX" �. -,Aj , � � " '. -.C^01770N_� � - . L 44E1,11TlIF, I, � - I', .. .... . ;- 11C'i Fc,p. u5z V417I, , I. .. . - .1, "'.tPECeUES U&TIED ON ;ill I 1 Ils, e I _4­ a) (D U) M (D -I­ > 0 r- 6 --I o- IL _CW3 01L Q) 0- 0 C_- (z -ZD 0- . - Cn _+_ C3 (D M �:t�-_ Q) C: = (Z -(13 (f) (1) -C3 0 -0 -0 = 0 11. - - - W 0 E_ i -2 -0 Li- - m 0 M 0 II 0 CZ > co U) 0) I- Q r_ (n M'+- 0 M -+.- C)_ F-- _0 . =_ cf) < Cn a L. (D (3)(D c- _+__j +--a C/) I Cz > 0 U) 0_ C�L < 0 = -0 (10 0 a n (RI (D n " (f) M L. In :3 LLJ C < = 27 < _j n - SHEET NO. SH 1.5 � I , ? ` - .. ' ._­­­___,. " - ­�­ __ ­h4f­­ijeoe'_­,#:a re;'Q21C7oterealloolleellooloselli , ­ ­-Alooli W "Arre000.toa�' L ' 1, -- FOLC] UP WEATHER " RESISTIVE BARRIER & ua. "L.»�ISTIVL_ � a' :.aa a rat. rl � r ti -WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE WEATHER RESISITYVF .. "�- l3AlRtiiL R DOOR ROUGH OPLNING ,�^ --N, __ ......_.__..._.- _ -_� l__ -SLOPE 0.3 in: 12.0 in R703.1 Genet al Extei i :zr walls shall the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -C Cu U BARRIERWOOD , FRAME CONSTR-,:w ] provide � � TAPE - EXTERIOR SHEATHING r _ 3r4%1" BEAD OF CONSTR SELF -ADHERED FLASHING BY LAPPING DOWN � r`" ADHESIVE' TO BE. APPl.tlF D UNDFR THRESHOLD DOOR s (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING include flashi,Tg as described in Section R703 4 a? O Q L OVER RIM JOIST AND UPS OF ANI'a 4NAI 13Y B IN. `' RETURN UP JAMB 6' I1SL l rLxliii NAIL 13RANUUHhUUAL WE=AIHFH EX C l=RIOR R703.1 .1 Water resistance The exterior wall envelope wall be designed and consti acted in a ananner that prevents the accumulation of water � CU CL 7 PROOF CAULKING _ __-_____. CMMT. FIN. within the wa c assen'Ib� y� by providing a watet-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of - ----- �_ WEATHER ` RESISITIVE ;/ SE!„F-ADHERED Fl„ASHING BUILDING PAPER draining to thc- exterior eater that penetrates the exterior cladding. C i CO � -0 BARRIER SEAL TOPS OF JOISTS--- , 1 ' � WIRE I. ATH R703.2 Watei resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, Complying with ASTM D226 for Type 1 felt or other C L_ Q1 O tom. C O ?,� . . - UNDER DECKING SUBFLOOR (SEE DETAIL WP07) ' • '' � `'� ' - • - -. . ^, approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied harizontaliy, C - O U_ SELF -ADHERED FLASHING , _. . - _ 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 - :,:", �CU - `� approved mal(rials sh,311 be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt O > '- HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather -'� RIM JOIST y I� felt or other a roved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building PP ) CU Qi THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation appendages n a marir�er to meet the requirements of the exterior wall envelope as described in Section R703.1 .� O C (n Q MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 -- R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703.2 and, where applied 'over wood -based AND WATERPROOFING METHODS TO weather resistive barrier 3 Fold weather resistive barrier back over head -2 cl) sheathing, sh,_iil includa� a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED and seal with tape ,,�, _ C2)flashing 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 barner is directed between the layers. Exception: Where the water -resistive barrier that is applied over woad -teased sheathing has a water resistance SELF -ADHERED FLASHING Scale: N7S FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A /j (� ��j Y Y P02 SELF -ADHERED FLASHING CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal 'n or- greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantia0v nox1�4vater-absorbing layer or designed drainage space. 3i8" CEMENT PLASTER CMO BLOCK EXTERIOR 3HEATHINC, y-?lr�''` '' a � :. EXTERIOR SHEATHING / 3 4"-1' BEAD OF CONSTR INSTALL SELF•B I!i �;. ADHEsivE To BE APPLIED uNDER -- ----- ,%� , INSTALLS LF-AOHER THRESHOLD OF DOOR AND RETURN /` FLASHING" SEE UP JAMB 6". USE L+OUID NAIL BRANG '"f FLANGED WINDOW PROOF' I! KIN(; (SEE DFTAIt vvc (a1'I MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBSERI?ED NFFDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THRouGH SELF -ADHERED _ FLASHING SELF -ADHERED FLASHING---- R703.4 Flashing Approved metal flashirg, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied c ?I i Or +n at r shingle -fashion acardance with the manufacturer'_ instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flash'ng :shall I'Je applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the 12 MIL DRYLOK -MASONRY EXTREME REFER TOTECHNiCAL ---- ^;" OR EQUAL WEATHF'R CAi 1 - -. - ° SCORED -- - entry of water Into the :vali cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL . , COMPATIBILITY • r '� RELEASE PAPER Self flashing AAMA 711. All fenestration be at the FASTENER--_..._....,� s....: 4) SEALANT JOINT ' �; : 1) SEALANT AT " . SELF•ADHEREDFLASHiNG • . r ,.• __... SILF-ADHFREDFLASHINC, r A MINIMUM b" ...,._ _+ RE EaASEPAPE "oEC;C)iif R T EXPOSE -adhered membranes used as shall comply with exterior products shall sealed juncture with the building V' J with a sealant complying with AAMA SOD or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and F,�TMC12f31, AAI'v1A 512, a for the type Fluid membranes used as WINDOW Bucltra OUTSIDE EDGE OF y r�-.ry �: �, IG VF'fTTICAIIYFR4;.MA vE Al7FlESaVfEASaSaw;Wky contraction, or other approVec, standard as appropriate of sea#c3r�tt. -applied .• f"', MASONRY WINDOW BUCK ::...f.::°. -. ...4 .` .- _ • BOTTHRTOM Of i °. rior wall erior wall finish" Approved flashin s flashing in exlt�' s shall comply with AAMA 714. The flashing shall :, ierrd to the surface of the exterior 9 :' i 'r; : iC1 :....• ..,, 2) SEALANT JOINT 5} SEALANT FROM INSIDE EDGE, aF WINDOW FRAME " ` ` ,•4 WINDOW ROCK ACROSS SS WINDOW BUI_`K AND f::x7END 7a " 2 elw" /'� � � �`� � " • ,-' 11 SHOLD SEt,.TVON A (SEE DETAIL WP02)- \ shall be installed at the following locations: 1.1.Ex(erior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY WINDOW FRAME ATTACHED PER CODEti)Tacar.,ED � � .. �" � g,, '.. � sELF•ADrIERED FLasHIN(_. µ �`�«��- T � .! ":.- �, rj4 �- y +�..._, y finlSf) Of to tt1E: water -resistive baffler complying�Nlth Section 7D3.2 for subsequent drainage. Mechanically attached flexible flashings q g AAMA 712 Flashing door nqs shall be accordance with one Or more of the sFA+..ANT W. __ REQUIREMENTS BEAD NL r :," `may / �'•, -' ~ �... shall comply/ v.tith at exterior window and open Installed in following: CLADDING WINDOWFRAME, �- - -- 3) SEALANT WINDOW FRAME T ��:,�`,.. • ,., ``� NAiUNG FLANGE %} . SFLF-ADHEREDIFLASHING ` ~ ,, 5 1 �' �1 1,1 1 tit., fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are WINDOW BUCK ALL THE WAY \ 1 f / y '� (4 AROUND, INCLUDING SILL. -', j� �Z r SEAL TOPS OF Jaisrs . �i C� not t;l'ovlc ed, pan flashing shall be if at the sill Uf exterior window and door openings. Pan flashing shall be sealed or ci a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent f'�' NOT TOM ASHQVER f BOTTOM B(IANG,hd NII.ING J uNUERDECKING `.', .' slr,pr in uch draina e. Openings usin an flashing shall incorporate flashin or at the head and sides. Op (SEE DETAIL WPo'7) (2 7 9 9 9 P 9 P 9 protection w_y 1.2 1.2, In iic;cordance with the flashing design oa method of a registered design professional 1.3 1.3. In accordan�:e with other approved methods. SCS 06.05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 SELF -ADHERED FLASHING WP05 EXTERIOR DOOR WITH DECK SELF-ADHERED FLASHING INSIDE CORNER WP06 1.4 In a,,:corciance with FMAIAAMA 100, FMA/ AAI.AA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. FENESTRATION INSTALLATION AND INTERFACE 2.2.At the Intersection rf rhimnQvs or other rTinsonry construction with frnfnP nr'",tltr co walls, with projecting lips on moth sides under stuct.:o copings. Ground 3. 3.Urder and at the ends of masonry, wood or -tat copings and sills. 4.4.Ccntinu0usl l above all projecting wood tow SFEATHING `" e ...x o y or stairs attach to a wail or tlooi assem of wood -frame construction 5 5 Wh �rQ *� tE i r p{ robes decks bly 6.6.At wall and +oof +i>tarsections. Water Resistant Barrier 7. 7.At hllilt rt'1 gUtterS. 2 �02� JAMB, SiLL AND HEAD DETAIL APPROVED SHFATHINCi APPROVED HOUSEWRAP �/ + SELF ADHERED FLASHING PATCH i ,, Lath --- Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL p VirtuaiReview STRUCTALATH TWIN TRACK 2.5 „�''� . 3/4" CEMENT PLASTER -- ��^'' ,,/r ` .: • stucco -� C COm FLASHING AND WATERPROOFING METHODS TO BE USED. pfenceW p�etedsa by a 2020 Inc p ro 12 MIL (min) DRYLOK EXTREME - __ • Debra Anne / ►ffahr P ►fro,c APPROVED FLASHING TAPE = / DOUBLE 3 2 4 �. a • •., a 300 "V'" SEALANT SOCKET WITH TOOLED APPROVED SEALANT - JOIST 'SiNGLE d '. - • °` _ .,. _ 7/8"' Cement Plaster 718" Cement Plaster WOOD BEAM P �• Foundation wall'. _� ._,__.___ .. n cLCCC�lctanr_e with - JOIST BELOW SELF ADHERED FLASHING SELF -ADHERED FLASHINGFeltb ' ASTMC926 in accordance with - - SELF fr-- r/� '"", 3" MIN.-�� (4�> ", � n � •+ � •� . metal ,� . � - K n, lathe �1� ccL� drinc"a �,�.�.r'".��'".~• ,� �•'' :; N ,r' --- ,.. Felt backed metal ' .�' x., With llSl MC1Q63 f' ''" lathe in accordance SELF -ADHERED -ADHERED �+ � � �,• "` 1' � withASTMC1063 FLASHING FLASHING 1 ,>-�; 5� SELF -ADHERED FLASHING - WP08 _. ,��:� . _.. Eiu lc i n Paper y':' g � B Building uI I Paper sheathing ---- - 7/16" O.S.B. x h - __ ML�trI ,� , ,- sheathing �, � v SCS 06_02 WiNDOW FIN INTERFACE WITH SELF -ADHERED FLASHING WP07 FOUNDATION W WP09� EXTRUDED SHOW. DER DECK JOIST OUTSIDE CORNI-.F•� „ reed CU SELF -ADHERED FLASHING PRODUCTS DETAILS 2x FR��MEWALL `�- - -- -- ____ - - --STRIP OF SAF - ------- I •'; �EG E N � ' SEL r ADHERED FLASHING (SAF) �-c.-- f Installedp�As p'er' �� '' _ rvlslrltll it t spec:5 '�; � �,� �' ""��-- Maintain � - Stampede or similar 11 r 1/ ✓ Bottarn of ?• _ cauk bottom �.i � TILE FINISH __ _ ; DRAINAGE PLANE wrtB DRAINAGE PLANE (DP) WEATHER RESISTANT - , � t �•; / lain only rtARi�ir-cl ' - __._ --- t 1 '�� to Zee : r' ' WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020} - i/2" DUROCK- ---.__ `_` U) / . ,-- RONDBREAK WRB Bs I`TFii 'AKWRING ATIHLA�irRESIsrANT BARRIER-. --- --- /� I .,. - & aiF �Ar�` soR vwuuts ar N `al.nE� _ sr- I.A,rH �, ..�.. Above Roof -�. - � �' � -- -- Weep Screed fitt-.aihintt � � Installed As Per • ,.. I - _._ .•w ,. Manufac,-t. Specs. W � 1 -4 PER PLAN �/ Detail Instructions„ • Refer to then tuber marked as # in each detail that corres onds to th) . p 1-0 PER PLAN -- ----- - _ v � ! WRAP R WRB ONTO I THE VERTICAL SURFACE TO TOP OF 112" Cementitious 't 'Cement ; "ur; ,lu -,� ' I Decorative Finish �^1 numbered items in the list of instructions below" �%' # � FLANGE AS AN AIR " BARRIER In actor{!, t' ;:1 _� ASl 1i - ■ ...... 1, install self -adhered flashing in order as shown by numbers SLOPE 8" CMU - - �- " ` _.__.w.._T' .._ I< - J 3-1rr INCH FLANGE J `� � with 6' .' u, i .- • o, __ _________._-.-- --• All inside and over woo rJ r'r,Ci , ., .� u I ., �. �- - outside corner will floor ' p ' �°•!. to be 2. Install flashing and weather resistivp harrier to form water shpridinrg 4., _� . 8' CMU � �, ti � T ..-_ "- � need miter j ~,. .". "�"a laps 3. Self -adhered flashing can be substituted for building paper 4. Slit the release paper using the ripcord (Split release on demand, p p p g ( p 4R --- a _ (PER SEAT DEPTH)---__._ ___ _._ - - FILL WITH GROUT `_ ::__ d z z K ✓`� of ✓' ` STRUCTURAL FRAMING -- - T I (' `�� cut and caulked all J • butt joints need to ' i .' . o� , l T �. becaulked using `• I .. Stampede 0 embedded in the adhesive layer) -for ease of installation and to Y ) minimize scoring Cuts g _. -. - +- .. A w W w d STRUCTURAL sHEArI+(r .. PtASTERSTOP-' - STRIP i 5 THIs GAP IS A RESULT OF l SHRINKAGE or sim. "� I Caulk far all V� Lr 5. Remove all release a er r standard installation instructions and paper per adhere to substrate usinga square fete of flashing material 6" x 6" g p g ( --- a • ...,__... � , y --- _ w w LIJ DO NOT C 1iN oils A K R DO NOT SEAL - DRAINAGE PLANE Ylr(Ft CON U, B c E ROD SEALANT DRIP SCREED PLASTIC BOND BREAK WRB , ,: s+•� 6. Minimum) asrshown by arrows ` e SLOPED MUD BED _ _ . r ti.l LLJ� ACCESSORY I � �.., .. i=.r t A rl i " , `'✓' Cn CU 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to Corner - VINYL SHOWER PAN -_= - • ': .,, l ( ; �--f'� ' A. fasten p e' a ' Note: � Merhanically as necr�ssary T The buildin paper and metal lath must be installed over the top of the weep screed. u J mi d I PLASTER STOP�-`'� CONTINUOUS BACKER ROL) & SEALANT \10EMENTITIOUS FINISH I'I.9"�,t('! I,� j �.::. r c r l �" q (' A, j -' Q < o v d SHEET NO. SHOWER SEAT WP1 1 SOFFIT/CANTILEVER �n jP 10 �,,,y � �_-WEEP SCREED DETAIL SSC.ALE -, NO 1 ! U ` CALL WP1.0 ,--4)- �� I I I I 11 I 8 1 8 1 TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP)— P�I���:l�tl:llrCH��;:7�1► SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED CONT SELF ADHERED FLASHING TURN 3" UP WALL—` 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING \ PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL 3"= 1 '-0" TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSU STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN =1 1-011 `v z 00 HEAD WALL M— 11%\m STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS 0 = WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WAIL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO \ TURN UP WALL MIN y' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. � > � WALL FLASHING O 2+� FIBER CEMENT SIDING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED Q� Q O FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER CD O i PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTANT BARRIER BEHIND THE CU WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO .� U .� WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. co SHINGLE WATE.: Ocu SHINGLE WATER oo RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C LO — 'i CD RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C CZ C O ?� OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O O � '0 O O STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� -p E O \ 00 80 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED c/) N a \ CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE cou) 4O i.,, LZ FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— .0 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN 00 PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE `v v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER Ilk %k THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 6 R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ROOF T WALL W P 12 - -SHINGLETSIDING W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. 3It 1 1-011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: \ 00 00 STARTER STRIP STARTER STRIP - 00 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING EXTEND MIN 8" BEYOND UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURE? INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 001.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A STANDING SEAM METAL CO REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ROOF T WALL -STANDING SEAM ROOF TSIDING W P 14 _ W P 15 3„= 1 ,-0„ FLASHING AND WATERPROOFING METHODS TO BE USED. C� cu MAY ? 1023 }, Q� � 0 � Virtual Review Assist, Inc. Plan s Review completed and approved Nr compliance with the 2020 FBC CIO > 0 7th Edit' by Debra Anne Klahr PX2300 L 4� tL O 0 U O CD US cu cu +�MM W W Z Z Q J a 0 SHEET N0. WP 230 A STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP' WALL SHEATHING PER PLAN---------__ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED---__ HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"= 1 '-011 inwou WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING— CONT SELF ADHERED FLASHING TO \ \ LAP FLASHING AND TURN 3" UP WALL --- PT 1X BLOCKING ING COUNTER FLASHIoN IoN 00 PAN FLASHING 6" MIN---\ ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---, CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS-- — 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL P'LE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO SLE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD SEALANT CO 'J' MOULDING OFF BRAKE METAL IN CO ON FRAME - 7/8" �T SAND FINISH STUCCO :LF FURRING LATH ON 2- ZS OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN RAKE WALL WP16 WP18 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLA* SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP - HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"= 1 1-0" FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. .� j WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE, THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER ( Q O LO FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE CU PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO i- U 4 - to THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C =3 CU Chi in SHINGLE WATER RESISTIVE N -0 O -� BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C2 STARTER STRIP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C 5. C 0 WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE CU C) `}- ca BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .Ln -p E O O � FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED Cn L .Q Cn CU MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE CU402C2 CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT Cn Q LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. COUNTER FLASHING . • R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE ;,. ;•'; : >'' PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. TILE ROOF PER SPECS EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE - BARREL TILE T SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING TURAL FRAMING COMPONENTS. J SELF -ADHERED CMEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: s 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD i AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. , 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A i WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. i THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. MAY 12 2023 VR/\ �s virtual Review Assist, Inc. Plans Review ted and appro for compliance with rtehe2020 FBC 7tth Edition by Debra Anne lgahr PX2300 tion O O L. CU W a z z J d N U) C6 O s` CD- U O CU CU M SHEET N0. WP 2.1