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HomeMy WebLinkAbout6219 Back Forty LpABBREVIATIONS GENE-RAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG -MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE THE FOLLOWING TECHNICAL CODES SHALL APPLY: AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET co AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN N A/C -AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS ` N A2 1ST AND 2ND FLOOR PLAN A ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 co 3.0 TRUSS CONNECTOR REVISION A3 STAIR DETAILS AT - ALUMINUM AB - ANCHOR BOLT RESHOLD OC - ON CENTEROGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE A4 FRAMING PLANS A �� G�O�fi LO ( ) A5 EXTERIOR ELEVATIONS & ROOF PLAN �' 2 AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME ° Q' e o 00 BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS A6.1 1ST FLOOR ELECTRICAL PLAN a �1 , ® LO BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX SNO STRUCTURAL NOTES y 5805 ° BLDG - BUILDING OH CABS- OVERHEAD CABS 2. WATER -FLOW RATE. SN1 STRUCTURAL NOTES 00 •`� PUBLIC FACILITIES LAV 0.5 G.P.M. A • �°� z BRD -BOARD PNT - PAINT FINISH S3 FOUNDATION DETAILS BRG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. e _ w S4 FRAME WALL DETAILS _ BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. BUC - BUILT UP COLUMN PERF -PERFORATED S5 STRUCTURAL DETAILS o CAB - CABINET t LT -PLATE 3. ALL PLUMBING WATER LINES S6 WALL SECTION DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC ST STAIR DETAILS SS RETRO FIT DETAILS -' CLG -CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS ���p w CLG HT -CEILING HEIGHT LB - POUND p CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL Z COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES V) LO N F 4 PRODUCT APPROVAL PA 1. CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 (3) s` �o:� ° CTR -CENTER REQD - REQUIRED PA 1.5 PRODUCT APPROVAL cy) CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS } � � DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.1 HURRICANE SHUTTERS to V -0 70- } M DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS C . Q) : '0 2 o DIA - DIAMETER SC - SOLID CORE SH 1.3 HURRICANE SHUTTERS � p � o N Q DIM - DIMENSION SCP -SCUPPER SH 1.4 HURRICANE SHUTTERS ,� U 0 '° '5° DISCON -DISCONNECT SCRN -SCREEN Q STAIRS - CHAP. 3 N w � SH 1.5 HURRICANE SHUTTERS V D_N DW - DISHWASHER SIM -SIMILAR Q CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS ` i o °' DR -DOOR SHLVS - SHELVES WP 2.0 WATERPROOFING DETAILS ° °'a DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW WP 2.1 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 l ELEV - ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED C-:4 4 EQ -EQUAL SQIN -SQUARE INCH EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. �--- FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR FG -FIXED GLASS TOC - TOP OF CONCRETE SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY FE - FIRE EXTINGUISHER TOP - TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS o L v) w O FR DR - FRENCH DOOR VAC -VACUUM LLILu < x u z � GALV -GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR &EXTERIOR) AND WITHIN 18" OF FLR U W � ° J o Q u- 0 o o J o GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) Q U o o � o it o o m o Z GB - GRAB BAR VIF -VERIFY IN FIELD 0 Cn w aa.. w �n w w w v5 = 0 ¢< M GFI / GFCI - GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: Q Z ¢ o w ¢ o K w z o W ov o GLS -GLASS V -VOLT CD L Qpw �_f-i- �_wo<v Q Y Z Q Q GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o Q 0 GYPBRD - GYPSUM BOARD WH - WATER HEATER HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL: HVAC - HEATING, VENTILATING, AIR CONDITIONING WP -WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN' WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - LE_,. O HC -HANDICAP WDW -WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3 'EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z cV INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 W LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING r MAX - MAXIMUM A.5. DOOR OPENINGS: - CD O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 1.-. M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q (f LO MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED MTL -METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET MIN - MINIMUM FRAME Q lW Q LO A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER 1- (l_ IZ M OF DOOR cj� LL T C A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q Q SURFACE TO FINISH SURFACE Z U SYMBOL LEGEND. A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND W PLUMB. W , �A = STAIR CALL OUT HEIGHT OF SHEET NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: O 3OW-'STEP DOWN to�E "ARROW NT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES d' FOOTING CALL OUT - STEP DOWN SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C - SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED A9 PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE O OCHEDU ELENTEL ELEVAEXTERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED l -ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - LEDGER SCHEDULE SEE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE �---ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW 00 MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O o o' o o N o APR 0 82023 Q0 N Na N N N N � r O 0 0 O N N N II O O �- O O O Z O NW o 0 0 > � N: M � Lr) co i LO Virtual Review Assist. Inc. ' Plans liavi � <Z ew carnF;iecetl and anPrav d � Zz for co P€i"r,- With the 2020 Ff3C Mi E on Q W OV Debra Anne hiahr PX2360 O . r W �p0 LC) E N m oW? °z Or< LENNAR TAMPA DIVISION Ln = mLU�- =W Ln c� ��� 4600 W CYPRESS ST, SUITE 200 z=cn NOTICE TO BUILDER & ALL SUBCONTRACTORS W 2 ZW& TAM PA, FL 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE (0 Q q Z U a.Z� 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING .`1. Z Ln< LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O W INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z C Sw CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THEuj INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE O DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK 00 LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > March 23, 2023 2551 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND Z O APPROVAL BY THE DESIGN PROFESSIONAL. _I COVER SHEET FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) /.'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1� 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK- KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. APR 0 8 2023 vlrlmal Aeaflew 5515t, Inc. pilqs Review comae eted and approved i rr �:Gfrglli vice wa, the 2020 EKE 7th Edition °Oobra Ann €;Iahr EX23GO FOUNDATION PLAN (ELEVATION B 1 /4" = 1 '-0" -' d ' M o Via' t t' � �,..3 - , y„= co N co LO CD 00 LO a® a �$ s � 5sy 9 W 1,7p w p z to N LO ,N 0 W L u CO N N N V -0-0- } A� 'L W ` o p ti o 0 Q V_I S U Q< ain u Lu QN L o E�2 7W v a a WN (D uj w Lu LuJ u,2 O f— � J Q' z 0Y z ���J<0< <tiUO�.JO < I— V J Z ���z 2 00 0C/)x 0zO�00Ed JQ— Z QUILa0LL O O Z cni�r=p aw¢p zU � ¢�JWo Ow gz<< O0� 0YQx ¢LL w¢ O w O O Z W O I._. U) ti M i._7 O Q U) CM r,- LL � u) W I-- (y) Q00 a Z Lu J O O I co a a a O O 0 O — N M CD O O O CD O O O 00 O O O. O � N O N O N O i ' z O NU) w o 0 0 0 0 0 ; N M 4 Ln O i LO Qz O zw W 0 z -I—+ O _z 00 U U U O OFQ z a —a w Q Lip = w Lf) (� m=ft F- 2 N O Zo= � Q�� . � OU zoo Q g�Of W LL z z .14.0. ry z �� U < O _p Fmmmm �k z Al z z w ui> J OC) O O " LAST PLOT DATE • . March 23, 2023 Z 0 MONO FOUNDATION PLAN B 7 5/8 J J co Q � W O CV CV N N 2 o �0 co BO w P Q TIE BEAM d AT 8'-8" r 30'-0" OVERALL 14'-4" 10'-4" 64" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN 3 1/2" 2'-0" 00 SH 25 ►� . �i, EGRESSBHB 5068 SGD co GREAT ROOM o BEDROOM #2 °�° 8'-8" CLG 10 0 X 12'-4" 8'-8" CLG cV r 16-0 1 /4" 6'-10 10" 1 /2" 10 5'-0" (2) 2068 BF 6" WALL (3) STUD COLUMN BELOW R&S— 12'-10 518" „ 11 9'-2 1 /4" 3'-7" 2' 2" M 2X4 KNEE WALL, TOP u p AT 34 1/2" 2 Hill H KITCHEN 's c o O IIu. = II II ° L M BATH u u p m 8'-8" CLG DINING ROOM o 0 z V) CO 8-8 CLG IIH m RANGE TP o ii W/HOOD C Cfl u Ili - II II TB II III - II O 1' 3" iv N 2'-3 1/2" r 7 5/8" o 6" WALL �06, T-4 1/2" 6'-3 1/2" M 2'-3 7/8" 8'-8 1/2" 5'-3 3/4" PLUMBING---`� �n PANTRY „ 5 1/8 STACK WALL iv 6'-7" REF A3 B.U.C. (4 16 N p G 4" INSULATED D/H - S3 BRG WALL - ----- \. (3) STUD PROTECTIVE M COLUMN BELOW BOLLARD `� 20 MIN FIRE RATED 00 DOOR W/ WEATHER - STRIP ---- (2) 2x8 00 HEADER g SEE Q/S4 TWO CAR GARAGE 18'-9" X 20'-0" $ in 4" INSULATED ---- `- BRG WALL 7 00 iv g FOYER ----5 M 8'-8" CLG CC ----3 I 2 _ _________ ___LINE OFGARAGE IN 11 OPEN POSTION A 00 00 SEE DETAIL D/S3 P i FOR FRAME WALL TO I CMU CONNECTIONS SH 1/2 HD AT 6' 3 1 " TEMP.G SqTIE BEAM TIE BEAM 1'-4" 4'-7"Noll AT 8'-8" AT 8'-8" ENTRY 8-8 CLG 16070 LINE OF STRUCTURE ABOVE 1'-4" 17'-4" 4'-0" 2'-0" 3'-4" 2'-0" 18'-8" 30'-0" FIRST FLOOR PLAN - ELEVATION B " = 1'-0" 1 /4 7 5/8" 2x8 HEADER SEE Q/S -(4) 12" `N DP SH ti d' M O- LO N I'- - Oo N O Lo 7 5/8" L) LO o TIE 8" EXT FRAME WALL o 0 w00 m oo ; w �Q 30'-0" 2'-10" 1. 24'-4" 2'-10„ SH 25 HD AT T-3" EGRESS - (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS D AT 7'-; �. EGRESS LO AV- 4" 11'-8 1/2" 2'- I /4" 2'-3 114" 13'-0" m Ico C/) I m = co N I I °p r N BEDROOM #4 BEDROOM #3 N I I 11" 12890' 10'-3" X 1 V-8" I CLG 8'-0" CLG rn o r <V r r 11 1 /2" 6'-1 " 5'-7 1 /2" 3'-8" 13'-0" 2668 N r 2668 TP cb BATH #2 8'-0" CLG O 6" WA cn W.I.C. O O N , J_ TB °' �• r m N C° to N BEDROOM #5 I `r 1 V-7" X 9'-10" W D Q — — 8'-0" CLG o 11 HANSE DRYER N R & S BOX VENT 2" DP (4) 11 r e0 M — „ „� g LAUNDRY ��6' d'L ( ATTIC I N ACCESS o 26�cP LOFT 10'-1" X 15'-5" 00 8'-0" CLG 7'-4" 4'-8 1/2" T-4" T-8" 10'-3 1/2" 1 36" LOW11 A3 WALL I M DRAIN r DN SHOWER - m HEAD & r. 00 ---- VALVE 16 cs o 0 � BEDROOMo#6 N 8 -0" CLG 14 I 13 M ---- 12 1'-5 1/2" 7 1/2" T-11" 4'-2 1/2" 114" -----� 41 0 c c '-1 3/8" N r ��� 8 N -----7 6" WALL`'' a -----6 O. BATH ��11 8'-0" CLG 4 -----3 TB W.I.C. I N r 36" H. z N I - I OWNERS SUITE CONT ti� RAILING N r I 'IT-0" X 13'-0" r U')I M T I a) 8'-0" CLG I (2)2X6 HEADER SH 1/2 34 <I SEE M/S6 - TYP. „ HD AT T-3" I I 2ND FLOOR FRAME <I I WINDOWS WALLI I 2-PLY BUC W/ (2) 1/2 34 HDD AT 7'-3" MSTA36 STRAPS TO FLOOR TRUSS BELOW d SH 25 SH 25 HD AT T-3" HD AT T-3" EGRESS 7'-4" 2'-8" 3'-2" 3'-2" 6-10" 6'-10" 10'-01, 6'-4" 13'-8" CANTILEVER 30'-0" SECOND FLOOR PLAN - ELEVATION B 1/4111 _ 1 -011 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 4" '? to LO N h Un w C0 �w M N r U) w WQ0 ow -4" 0 N 0 r r O -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW /r;YliiE:3Ci3� 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 SHFLF = 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 La 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO J3 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED Z-0" 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 El 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 Virtual Review Assist, Inc. Plans Review completed and approve for core_ nco with the 2020 FBC /th Edition Lv Debra Anne Rliahr P ,2S 'g 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 39A -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 100 33.4 -35.6 33.4 -40.5 GARAGE DR 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 STUD 1) STRAP EACH SIDE CENT ED W/ (13) 10d NAILS AND 8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. i M Oil 04 co co k i DO �f? •• o . s co ", { T ° LO q `5 ` ¢ Lid 3 w p w 0 z ¢ (D _LO W L 0 12, U I� co � cc o 16��; N�M4__ ❑O� M -Q-- � �Z) UC Oo Ouo - a)Q .N sw�:�� _" C L M o. O CO Vill LU LIJ ❑L W�— ¢2W ¢ ¢�Yozo �o�ad 00�tLU0 O Q U I.- oz Z2F-Q 0(n900R00M0z 0WnZLuU5C'ZZ) fnW W <LLWZ°ZQ��Qa ozW ILL W �_ H Y❑ Q ❑ ❑QQZ� Q ¢ U - o �LL O O Wz O� 4 jLO �o J - � � W Lq M� 5� in T_ 00 zv� W W _j0 O (10 i I•. I 00 CDO o CD 0 C) r 0 N 0 M 0 N N 0 N N N N ti r O 00 0 M C)r CDN o N 0 N o I ' O W O N LO > O r N' O M O 4 O tt') O GO LO z _,/ d- Q C)w Zzz -� O W V Woo z UVV5 �zj ow0 r� Q an¢ Ln = W Q w < LU N O~H0 zo= W ~ <_ O ZWO V gz� ILLaz ■ z m Q�g 3 pV o0- z A2z Lij Uj J r- 00 0 LAST PLOT DATE ■ March 23, 2123 ZO 1 ST & 2ND FLOOR PLAN B 36" LOW WALL ENGINEER TRUSSES 1/2" DRYWALL ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS =40PSF. SEE SHEET ST FOR STAIR DETAILS 42" H. SLOPED LOW WALL 2 — — A3 C 1*`-- —-* (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS d A d :d STAIR SECTION 1 /2" = 1'-01 1 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IWI FBCR R311.7.2 E;;l L 10" t1" NOSING CO O (3) 2x12 STRINGER 'STAIR DETAIL 1 /411 = 1'-011 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL LANDING Pieview ccwiplvte((ggd and approved lid 9;u�lp�9ti3[ �. wlit � the 2020 FBC 7th Edition 4y Debra Anne'ilahr EX2300 M N N N _ M }ry� Gdg[� <� LO 00 LO r ° 4 ALZOO 5 as Q 4 4 b a Cz Lu C Q w 1 i o z Q W `, U ` � N Cn V M Al L t M Vj ` .o 0 O o o Q s .N Lu�-n N S1 N N i o Eco WLd W C7 W ❑w w0 H 8 Q ' J ��yz� ���JQO`t�¢LLUO�JO Q Q U I— 1— <OOJZ0w0Z20❑HQQ o�n��ozo�oomzz U O O OZ c D— U5Iw�cnLL�¢0 -j CL ¢OwO�~�Z�WE32L) 0Q o 0 0QQX LL >If O O Zw Oi-- S2 5 ti O O�:cMO Q M u' � (n LL ti W c'M Z 0 f— w W J O 0 0o O O N O N p N r N N N M N O O O O O O OO O' r O O CD ' Z O W O N i p O O O O; 1 00 QZ O zW ��-+ 0)O W U LuLu 00 (WjV(D Oin �zj Lu O�< � Z a —a WL¢ ~ N Iz 0 ZO= . w < � Q 0 zwo Z Z (L U) z 00� m z z Z w LLI J ti 00 LAST PLOT DATE O Z04-0 O J STAIR DETAILS 30'-0" GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING) � 2 Pit Q 1 S4 3 - ----------PA ----------- COLUMN I I tt II I I 10'-01, 1'-1011 II i--: 1 J� ---- --- _�—I L -- N I LL FTF4 -- I I I I I II II I I I II 1 M LL I I I II J I I I I � II II II J I I I I II II � II J II I ---� ---- --- II --J J II I 1 � r� I I I I I I I I I l to 4'-4" I I 1 2 I --FT�}1 — 99 (3) STUD S4 COLUMN BELOW 471 o cLL F- •,fit �i� ��': A+.<_}.� ^�:i.s/p - CRICKET - BUILD IN FIELD FTG5 FTF9 LUS24 U N N N r -i N r -I r N N -I r N -1 r -1 N r r N r -i N r -I W N N N N N N N N N N 00 x x x x x x i z:= x Q - — r eJ LL J FT14 FT12 LUS24 00 DGE SIM 'SON HTT4 FROM TRUSS TO BLOCK 11 1/4" 1-4 - 40 60 - " 18 - 1 60 4'41 7'-4" 16-8" 30'-0" FLOOR FRAMING PLAN (ELEV B. 1 /411 — 1 1-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS M 0 o� 0 Ln v M N J S6 O co Ct - I— LL O SI SMP ON HT" FROM TRUSS TO BLOCK 30'-0" M tCy y✓, U U U LO M U U U 11\ CJ1 ii I II II I I I I CJ1 o 9 CJ3 II Ii II it I EJ7 I CJ3 II II II II I I - CJ5 II II II ii II I I CJ5 A9G II LIT I jI l j1 A7 DROPPED FLA TOPS OF �1 HIPS FOR FRAMI G -------------------------- ----' � (GIRDER NOT OPPED) A5 Q II II II I I I ---- -__ _ ____________________ _____ II I I---- ----nr--------------------AS---- II II N I LI LI I I u l I BOTTOM CHORD CAN BE Al II II. I REMOVED IN FIELD OVER I I I L--------------i I i AHU IF NEEDED (SEE ENG) --------- j--I -----------1 -----------------J� i i FT A1A II II II II II II II sII J I L-------- J I >-4 Ii I c� 4 �I - -----71 44 II II t-t ------ J L------------------------- II ¢ II II II o II II II II LO II II o II II C\I II II S6 II II A2 __ __ __ _____ _ I II --T---- —T--� II II II �I II A4 II II II II II IIII II IL---- L----------------------------- -------------------------- II II A6---- DROPPED FLAT TOPS OF HIPS FOR FRAMING I j j (GIRDER NOT DROPPED) A8 I I I I I I I I I I L1 I r —_J L-----------� A10G I T-01I I 21-0" I I II ' CJ5AFT II I ---- ---- � i � CJ3A I- l EJ7 0 i II m II II CJ1A - II o II o T I II I I m Q Q 00 U U U I I d' II II II BGE 10141 6-4" ROOF FRAMING PLAN (ELEV B. 1 /411 = 1'-011 HANGERS d IL = LUS24 SIMPSON Q = HTU26 SIMPSON J L = THA422 SIMPSON SHINGLE ROOF HEEL= 3 5/16" PLUMB CUT I #„ 12 2� o 2X4 CUE TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE 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 APPLIE .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) _ Virtum Review hs", 40 w c61rplered and approve6 Plants RJ.v, - ie tar ct�rtltiiartce vtisit� they P p Edition v yIl i;ra Nn SHINGLE ROOF 12 5� 12 HEEL= 4 1/16" PLUMB CUT 2�N 01 2X4 TRUSS HELD BACK 3/4" P LYWOO D 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — T\/r11/1 A 1 �1 e%r—Tm A /11/ /'1/1 raw 1r—r,% r%r—T TRUSS QUANTITY: 112 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 I-9 22/3 to 1 /2 line span approx. Ta line SPTn approx. REFER TO BCSI -1131 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-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE, PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS. OVER 1000# ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SLC 06/11/15 RADII LCS RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 R601 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 FLAN LC9 RDP 05/01/18 RC01 ADDED EXTRAVERTON FLRTRUSSES EXTERIORWALLS ARZ 10/19/18 RD01 ReVd cant at garage rdg 9/19119 RE01 REVISED FTG5 LOADING ARZ 12/23/1 CARPENTER -� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC LOT BLOCK DESIGNER PAGE SLC DATE I 0611/15 1 LAN# SCALE N31 r7639R 1 4 "=1' M N B� co N M LO 00 r Ln yTyyy °r 0, 305 ,°, - Q Z. y Z W 0 z tno, a) N E W L.0 o _12 N N V -0 �_'� co }E L i O � 0..0 OQ •� LL o 0 . Nt LU I, QN C: 7NV CO r} L o E � V 'a LLI 2 (D W W ❑W F W J W�� O Wv.����O�Y��UOU2JO L Q X CY ❑ �a°LDZo�oomZZ� J — O Z w W- W-x W -1 < LU �zWzOw()oa ❑ LL. ow �I-� �_ ❑ ¢ ¢ OQ ❑ p ❑¢Z LL a� O O Z W (n O CO O 2 U) LL_ F—M0-M Z V Z W W0 J O r i; O 0 0 CD 0 0 Q 0 N co M Q O 00� 0 0: O � N o N 0 N CD i I ' z 0 W 0 N > o c 0 cYi 0 0 Lri o cp I M� Ln Z w Qz W O O w V Loo 00V5 LO -0 O0 az—> -0 QT--1 Z—a I— Ln = w LU = LU Ln (D Cal o N � zom W <�� 2 0 ZOO V a-Z� " z �z � Z �� pU ow W z A4 z Lq W J CO LAST PLOT DATE 0 O " • March 23, 2023 z 0 .I FRAMING PLANS B (V (10 2 LBS. EPS FOAM 1 1/2" 5 VI V \VI \V 1 VL I / \IL -011 " 1, 7" CV q 2 LBS. EPS o FOAM 04 2 1/2" 6 BRACKET DETAIL _if -nil 7 0 2 LBS. EPS FOAM 4" 4" 4" 4" 1 " 1'-4" 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 )�FFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7"XV THIC PAINTED F TRIM BAN 6"X1" THICK PAINTED RAISED TRIM BAND 10 Iia,; _ 1,_nil 8"X1" THICK PAINTED RAISED TRIM BAND— bo 141■II a 8 A5 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVERFRAME CASING BEAD W/ WEEPS OVER ELEV AT 10'-0" FLASHING 1 /411 = 1 '-0" A5 CASING BEAD W/ WEEPS OVER FLASHING SHINGLE RC)O.F 12 51 No MEMO INN m A5 I I I I I 5 A5 / io t WEEP SCREED 6-6" 1'-4" TYP. INil INININ11 Mimi .0 0 , "Ok A5 12 51 4' OFF RIDGE VENT;, . SHINGLE /—ROOF 1,.'�111�I�11111�111�I�111�I�11111�1 / ..� Iimaui■numrl�i�um■nm■um1 Z J �J o > N OVER STUCCO — FRAME A/C UNIT AND PAD REAR ELEVATION B 1 /8" = 1'-011 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF — ELEV AT 8'-8" 7-11 T.O.M. 512 1 DRIP "V" 4' OFF RIDGE VENT C.J SHINGLE ROOF /8" STUCCO OVER - 12 AV — SCREED 5/8" WEEP 2'-0" C.J. z C.J. J �J * o cn W STUCCO SCREED OVER CMU TYP i_ ELEV AT 0'-0" 1 ST FLOOR FF B,1 HT 3 FLEVATION �/8 = 1 -0" 4' OFF RIDGE VENT 12 4A5 SHINGLE 5 ROOF pp—. �•I / 1 a■anl■mn■anl■irnl■mil■nnum�l■mil■ilnl■a�ru■�■I■mnnrnuam■nmm��umm�rnuauuirm■n per inrerer..ereriser.r■■eruuerenreru■■ernr.er.rr.erer..ererrrermrer.riser.r■■ern.■erurrernrrereorereorerrrrereruer 1 ■ 1 1 �L II • LEFT ELEVATION B 1/8 if = 1'-011 CASING 9'-8" 6-0" 164" Li ON J 77 U) ,T o- w a- s J � (n 4' OFF RIDGE VENT 0 0 SLR OPE p W p SLOP 5:12 ;t> Iz :;I-> 5:12 BEAD W/ I W WEEPS CL OVER N J FLASHING rn Lo - SLOPE SLOPE — - — 5:12 5:12 SLOPE 5:12 W -- pN J r J) iri SLOP 5:12 ROOF PLAN B 1 /8If = 1'-011 1 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) AM ^; Virtual Review assist, Plaris Review completed and approved for CW1131ianc,! VJit h tlhe 211ffI HE 7tb Edition by Debra Anrie l lahr PX2 60 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 SO. 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 Try :- r .. .a, ha Nn C) '� � • � Opp ° ` 4 � N �ify e D e e e LO o s A 5 m LO ..,R Q Z LU Ij- O w, o' Z. Q /tom 0 LO W 6.0 o U \�oco�_N� V =17� u� U -of R m W L L d ` O rr 0 O o 9 Q V) • U W C' Q N � E M W �r Q CO ❑Ld w JOc00 O Z U �? Qd X J(� 0 wO❑OOZwomZ wo J¢ Z j1 ozZo-1<U Ww0 aOY o QOwg❑QYZOo ¢�Q Qw¢V QLL O 04 Z W O� �_5 ti p(0cMO Q � M 2(��''� Ln I— W IZ co 00 Z U W W W O O CD M W I I I 1 I Ii� I ' I O O N O N O N M O N O N, O N CO O N CO O N O N V O co \ O N N O N N O z 0 0 0, � o 0 o I ' O NW > o o' cV; o co 0 't 0 ui 0 co ; ; M�UD w d. QZ O zw 4I 0 O. W W p 0 U UU O =)zj ow- '�a L J = m=w I- N 0� O Zo= W ��� ■ ■ >_ CO a ° gW� z az U)z _ 0/ Z< . O0 _0 W Z A5 Z Z W W J ti CO 0 O " LAST PLOT DATE • . March 23, 2023 4—a Z 0 EXTERIOR J ELEVATIONS & ROOF PLAN B A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B' 1 /4" = 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 T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN !S INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I, PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 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 V; 1\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 21020 F6c' ?fh No by Debra Arne I(lahr P;X,2h_10 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOOR JAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S 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 AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -�— SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" _0 PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 3 TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 4) " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -�- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SS SMOKE DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" = S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:R 24" VANITY LIGHTING ru—= 36 :FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER 021 CHIMES (DELETE W/ INTERCOM) MASTER STATION 10iiQ ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ED A/C REGISTER OT THERMOSTAT ED 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. Ln � 0- W L u 0 v (y) 00 to V D u r � om E 2 g } _� _0 o ° Q •N w C }i� 0 E V r\ 0 4 LU LU () W �LL Uj Wp- �Q �¢�zx �0��¢p¢�¢�VO��O Q I--- UJ 0 (3f�ELu2Zp�O�O�Z= J — U J 0 O z Lu d CO W w <n ¢ Q�QpLU LUZO���a J LL oW �� two O= O �QZ0¢ ¢ �¢ o �¢LL O z w O� 0 M O Q � (y) rl- Ln w - r z < W < Lq F— 0� IZ M fro 0— 2 T— ZU<ao Z i W w0 J O d' 00 I I r I 1 I I O 0 0 0 o 0 0 O C) 0 C) 0. O — N o N 0 N o I I Z O 0 NEDo Lo> r N' 0 co 0 d' 0 LO 0 co l i MI QZ w O Zw -1--� O W U c 0 0 UUC/) Zowo Z)zj aEa Lii m = rtw �= V I-� N 0 Zo= W <�� ■ O ZWO U LL gzLL Z az ry z � OU O� z Z w W CO LAST PLOT DATE 0 • March 23, 2023 z O 1 ST FLOOR E ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /411 = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICT'S BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BEAT 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. APR 0 8 2023 Virtual Review Assist. II — Plans Review completed and approved for compliance with the 2020 18, 2t' Editian by Rehra Anne Vilahr P1 '3dp ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH T SWITCH Uj ° 4 1/2" DOORJAMB DUPLEX OUTLET c� TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED 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 STRUCTURED WIRE OUTLET -�— SWITCH AT 36" 6 3 WAY SWITCH AT 36" -cam 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -- CLG MNT PREWIRE - FIXTURE BY OWNER -} SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: - TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL �} CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR =U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP 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 5F24:;g 24" VANITY LIGHTING 5Frm 36 :FR 36" VANITY LIGHTING 4848" VANITY LIGHTING ® EXHAUST FAN/LIGHT Cj EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT S-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION _ffiiiQ ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER (T� THERMOSTAT On 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. C'.0 _W L o U � � - .6.C'i } OW u V V rn -0` 2 " A� C s W �_oo ao � O�� °¢ DC ��° ,0^` � ■ W �N W L 0O ECO 70 0 r\ CL W 0 W ow W0 �-< � _j x¢~z� ¢ �°�¢o¢�¢��o0-10 z 0Y H W � W p �a�w0 0X00m0?¢0 -j- O 0 0O Z `��[L>DWW�_ U-x¢o J¢�¢0W¢F,-Lu W00Q J a. LL H 00w x C) � 000¢x¢ W¢ o W O O Z W O�_ O I.-:M Q u� m � (n LL ti z < W o- Lq �I�or) Z U W J O O d' is 00 O O O o N m N o N 0 N m 0 N M 0 N 0 N d 0 O Z 0 o r- o 0 o I O W Q N LO > o o M 0 .4 0 L6 o 6 i M' LO z� W Qz w O W coo ♦'+ O U U U Lowo C� z =zj a a Lri = Q m=w Et N 0 Zo= Q U gW� wLL Z az �z Z 0 J 00 W z Z z � Lu W ti 00 LAST PLOT DATE 0 • March 23, 2023 O 2ND FLOOR J ELECTRICAL PLAN ABKL&M NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICT:ON "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 ANC 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10PSF 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. 3.2. 2 L RAILING D AI B DESIGNED T WITHSTAND A AL A LING AND GUAR RAIL SYSTEM'S ARE TO E0 HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318,1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cgcrete overpoalr and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or.grade within V-0" of the structure sidewalIs. 11. FBC-R R318.1,6 -An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 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. \/V\ Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the Milan ; I:flll30r by Debra A ine i"I'a r P)Q3, 0 co N n � co b purl y;�3s V v7 yj P16. ebb LO 00 h 2s f$3dO r p q Z W 0 W in Q L > O R ° VJ o v 0 ('7 N d 00 (n V C) 1. 01 v W = m U O O ` O O "R ° Q � •N w �N i C, E 7W co V a Jw EW W W 2 O F- CY J rZ Y OO� Q I- ¢aV ¢0XWY�oO-1 �0 ZLLLL_0Z20 �oZooam❑Zn¢ E= Z a OCcL Zy)ZLZi Z O❑Q ¢QQ0W2 Y❑ OQ ❑ =O ❑¢Q� LL ~ LL s11 O O z W 0 p�ce)o Q C/) CM � D'�qt ILL - Q W < Lq I--0�o-M_ n 2 00 Z CU LU W _jC:) O r I r. I I I I 0 o N N N 0 N N• N N r� M O 0 0 C O N o I I I ; Z O NLUoI=!oolll > m' L ♦ Z H 0�/ Q Z 0 ZW W V 000 0 UV- �. O Z j 0I.- M Z 0- I- ��Q �r^� y 1 LU , co it N O~ O �Oco W <�� ■ O Z0-10 CO W ■ Z Z OL) 0 Z Z Z WSNO LU 00 LAST PLOT DATE o Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1 ' LONG (34%1" CROWN) WALL SHEATHING STAPLES 6" *O.C. VERT BETWEEN : 1 ► FAA 1 t.. I .t ... ® 16GAxl-112" LUNG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET I I I I I i CROVO4) STAPLES (0 6+" ST'APLE'S BETWEEN STUDS AS SH VVN -- - - O.C. VERT INTO STUDS I (NOTED THUS:-) ETAL Lf-A IATH ATTAC H M E NT DETAIL REV. 09, 4.21 SCALE: 4" = T- " DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 7 3.7 1 LATH" ""ONLY APPLIES TO LEt NAR TPA=IJA ** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR " GAS METER O 0 N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U, . . . . + 15/32" CDX m Q PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + 4'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8l1.7 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 CONST!z. (Not required if both loadve) Filler bl° 1/8" gap x k 12 FILL CELL STD. 900 HOOK BOND BEAM U7 Q STD.90° CONT. #5 CONT. #5 > HOOK BAR BAR 7. ........... :.:.:.:....:... :....... #5 CONT. FROM F. NDATION TOHIGHEST �-------- f IF BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblock SEE PLAN FOR REQSHEATHING PLYWOOD FLOOR COLUMN AND PER PLAN CONNECTIONTJI 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 STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" ax rn . � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solio between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %8' GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 ;nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or C Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I Ise 3" (1 nri) nails at R" n-r. `i/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist P� When joists meet over wall, provide [-When minimum bearing for each. I -Joist can be offset Web Stiffener Fastener Schedule Joist BearingLocation Series —Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 5-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1 - " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— —xv 6 A 1 z' ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 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 %" Roue Hole Diameter (ln ectslhgurler Hbte Side (1n) - - 2 3 4 5 7 3 S.S7;o 1011 6 12 13 ICI Any "6" joist S pan (ft) S 1,-0" 1._1 1 -2" V-2- V-3" V-3" 1' 7" 1'=1 i," 2—'4' 2�-9" 3,-2" 3,-7., 12 V-fit" V-1 1`-2" 1'-2" V-3" V-9"" 2`-4" 2'-11" 3'-7" 4'-2" 4"-9' 5'-4" 16 1 "-0" 1 "-1 ' V-2"" V-2" V-7" 2'-5"' 3°_2"' 3'�-`l 0°' 4'-9" a,_7" 6,-4"" 7'_2„ 20 1'-0" 1'-1" V-2" V-2" 2'-0.. 3,-0" 4.-O". 4=10 5'-11" 11 6'-" 7'-1�1" 8'-`l1„ 24 1`-0'-1" " 1 1'�-2" V-3" 2'-5" 3' 7" 4`-9" 5'w10'" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1 2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/2" 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. SIMPSC w/ (22) - NAILS l 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS l R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET A/C CHASE 4" PVC SLEEVE THRU STEM N.T.S. WALL °° ' .'. .. JC Backer block (12" wide min.) Nail with 10-10d nails. \Install 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 required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. Joist depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS ° ° c SEE PLAN FOR--'°• a . • • ° ° 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 H10A ° °° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" v CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION 1 d ° III=1 1=1 ° °. I °. 1 I• a. a 1=1 1=1 1-III -I j I —III —I_ I I —III- ' J I F_ I SEE FND, PLN. SIZE & REINF. it BELOW GRADE PIPE VERTICAL THRU FND. G A 0821 Virtual Review Assist. Inc. Flans Review Completed and approve Yr+e compliance with the 202I1 BC 7th d by Pebra Anne IfIalvr P 23I (E \ PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0"_\ CENTERED( PIPE PENETRATIONPLUMBING LINE i i ----------------------- z •a ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF _ d II-1I1=1I1=1I ` ' I1=1I1=1II- � SEE FND. PLN. SIZE & REINF. x e M N ` co M a t i J t30s� . LO `aa 00 a Ln a w - 3 ° 0 w Of 0 z Q � 0 W �. q U 0 C`7 N Oi N�� S � 4- V �O� vP :E co I` 0 o 0� O LL "m Q i U O� < LJ..� 0- N nV``i 7W06..2) C;^ � a W ��_1 M OL.0 zo' LLu00,OW W W WOO O H ¢LX J03: �0J c2WozoLyomz= L OZ oz< 1l nW W zzQY Q���0WQoOaQZ�Q LL 02!i Q p =p z O Q Q O LL �QLL O O z w O� U) O _> �F.CCMO Q U) � J 5 U) ti z < UJ < Li? F- of D_ M a 00 z C) z� WLU C) J O i 0 O O 0 O 0 O r- 0 t 0 N N _ M CO O 000 C)O O � N O 1 I I I i I 1 z O IN Of LU o O CD C)> LO N.. C) - m1 LO z� r/ d' Q z W C)z 4-a ( � 0 W _ UJOO U U U5 LO p :Dzj ohs r-- rl Z (L Or Q In = LU F Ln (D mit LU ~~O N zo= W �F=-� ■ ■ 0 z C�fW �— (0 V w" z az �z J OU 0 M� W Z z LU UJ CO LAST PLOT DATE o Z 0 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 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER co 31/4" BASEBOARD u- MIN. 2500 PSI CONC. SLAB w n MIN PSI MAY VARY PER o MUNICIPALITY. `o 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 0 2 M -I1=1I= I I D W 6 MIL VAPOR BARRIER 1 11 I -� c IIIII I • III= r COMP. SOIL. II it, M (COMPACTED TO 95% =1 I I I =I I I=1 I 11= MODIFIED PROCTOR 111 I ]_3 1-111—I 1 111 NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT, 3" MIN. CLR. ON 3" CHAIRS TYP, V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O,H,D. RECESS PAVERS /- z M SEE A/S3 OR J/S6 —" 1 I I I I I FOR REINF. INFO. L 3" MIN. CLEARANCE V 4" (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 m _ _ G D -ICI—ICI—ICI 1-III—III 11=„IIII1IIII.IIIIIH I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH D II —III —III —III-, I I III —III —III—' l 8" I 1 e_4" I ..8„ 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. YJALL SECTION 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 SCALE: 3/4"= "0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 318" MORTAR BETWEEN SLAB & BLOCK r ELEV. U-0" —A L A.F.F. d, 0 ° .° '. .° a ' °, .' ° q' : a a 4' .° 4 . • ° ELEV. 4-3 1/2" H 4 2x4 CANT. ° ° ° ; .° ' A.F.F. O °O ° °° d - ° o .° .4 ° ° n ° N GARAGE DEPTH VARIES ° ° GARAGE SLAB AT STEP rB SCALE; 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED ' GRADE a Z ° 2 \ G °O =1 11=1 1=1 I I-1 11=1 11=__I p D° '. °' III -III -III -III -III -III z ' I-III-III-III-III-III=11I � g ° D D IIIIII IIIII IIIIII IIIIII IIIIII IIIIII' N FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 =1 I= I=I I M I IEI I IEI I IMII I I=I (1) #5 REBAR w/ OPT. 1—III—III—I I1= 11= 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3l4"=V-0" S3 EXPANSION JOINT 1 -' I =1 I IT III=1 • . °. °. '=IIIII='II;d.'': -_III-III •- , .. . -III-III' "�. ` IF SEEA/S3013J/S6—� 'I!II IIII„l�liii II,II. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS III-1I II-- I I_ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c r ° n .p —_7116TI thll�j -11 �6 MIL VAPOR BARRIER o. ° I D: TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.U. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1,4xW1.4 WWF OR FIBERMESH ' _ b 'I II-III=1I1-i'31/2"(min.)-4" ( °D -I -III-III 31/2"(min. - 4" III=III ° •' =I11 III -I 11- -I —11 I I I I_ I I 1=1 1=1 I I-1TI TI I-1 I I I'' (2) #5 CONT.� I I ; 111=1111=„III I I ;III=' 4" 1'-4" U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (a SHEARWALL 2x STUDS @ 16" O/C 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE' @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/MIN . "SHEAR WALL" SCALE: 3/4"=V-0" v� 18"OR 1/2" HIGH STRENGTH — J.N.O.) (OR %" GYP. TYPE "X" @ IARAGE W/A HABITABLE ROOM BOVE) P.F. DOUBLE OP PLATE IMPSON SP2 w/ 12) 10d NAILS /8"° x 10" "J" BOLT @ 24" O.C. w/ "°x3/16" PLATE WASHER (TYP.) - 4LT: 1/2"x12" TITEN HD @ 24" ).C. OR 5/8"x10' WEDGE ANCHOR D 24" O.C.) SIMILAR AT FOUNDATION ONLY" = NOTED, THIS REFERS TO THE ;TEP, SIZE OF FOUNDATION AND ENFORCEMENT AND WILL NOT JCLUDE THE WALL ATACHMENTS �3 1/2" MI TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. •-2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH �(3 1/2"(min.) - 4" =III=III _ =I I I I I I=11 ' -III it I I 111=1 I -I 1 1= I I 1=1 I I T ' I- I-1 I -III -III -III -I I -I 11-' (2) #5 CONT. 4 —I i I—�I,i I i I 8„ U.N.O. MIN. TYPICAL BEARING WALL a" STEP SCALE: 3/4"=V-0" 1 /2"(min.)- 4" CC S3 INSULATION PER FBC AND ENERGY \ �co `���;�o"� 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT \\�/ INTERVALS NOT EXCEEDING APPLICATION /� NOTE: 10'-0" (R302,11) 7 SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK, 10d NAILS K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) WEEP SCREED INSTALLED BAR ¢ BOLTS 6" MAX FROM + _ PER MFR INSTRUCTIONS o END OF 2" x PLATE F6x6W1.4xW1.4 WWF OR FIBERMESH #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi •_ z_ #3 & #4 LAP SPLICE a FINISH GRADE °0 [GRADE 60 MIN. Fy= 60ksiI — — 11-III—IIIk7L 25"MIN, LAP [30"MIN. LAP] 1II-IIII �_, I r Iw ' I -I I I=I I I • II 111=11 f=1ll� I =111=1I=_ =I 1 I —III=. 1= Tr °°AAA R 1 7/8 -III-III° IIII-I -III -I 1 16- I I ITI-1 I I I 11- #5 REINFORCING BAR 1=1 I I=I I 1=1 #5 LAP SPLICE (2) #5 CONT. -III-rl I 1-1 I I, I 1=1 I, 1- =I I 1=111= I 36"MIN LAP [36" MIN LAP] ON 3"CHAIRS , ,I COMP, SOIL. (COMPACTED TO _—_ - 95% MODIFIED PROCTOR ASTM �1 I I I=III=III=III=1I I=III=III-I I' 10" (TYP") 8 1 4 8 D1557) III IIIIIIIIIIII�IIIII�IIIIIIIIIII„III-'' 4" V-4" #6 REINFORCING BAR #5 STD, 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO °IN ° SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM ° — — SEE ROOF PLAN _ _ _ _ —° °' ° ° a ° II III=III; (2) HTS20 FOR STRUCTURAL -r _ I_I III, III=III, I III III BEAM SIZE & CONNECTION INFO11I- I 2x4 #2 SYP P.T. FRAMING w/ ,e SEE A/s3/J/s6 =1 I,I „III III -III „� I' MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 4 1-4 8" z ATTACHED PER NAILING w 0 SCHEDULE OPTION #1 Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION Q � I w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P.T. 2x 2 HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM Ol a J CONT. BEAD SEALANT SCALE: 3/4"=V-0" QS3 Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a`. SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" a -4 COLUMN TO PORCH SILLASONRY WALL AND M Q v V 5; GARAGE ATTACHMENTS & 18/D1 O.C.0CPAD FOOTING O O�Q FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- -0 wo- 1/2" GYPSUM WALLBOARD U.N.O. z ;ONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS - �� Q :MBEDMENT @ 12" O.C. TO FOUNDATION PAD = Uj 1TAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.LU LATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M VIIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE d ° OOO z = -ENSION 120#) CONCRETE SLAB E �, FILLED SOLID (SEE PLAN FOR = _ _ = a d N Q O? 6 x 6 W1.4 x W1.4 c� SIZE AND REINFORCEMENT) C7 =LU III=III ' ° ' °' °• =III=III=III=11 W r Z 1=1-I III -III -III -III w �- ib - _ WWF OR FIBERMESH c,, O w cwn I I —III ' 11=III=III z O Q 0 = — — = j BRICK PAVERS or SLAB PER 0 0 = -T-1 • °• _ - z ¢ Q (� w w w 11=1 11= I IT — ;III=I ° COMMUNITY SPECS LL U d ° — " z 0- z co 6 MIL VAPOR —_ �'�I 1=1 I -I I= L�—� — — 0'-0"FIN. FLR. I =I =III=III=III=III I I 11=1 I I - BARRIER 1L 1L i _III=„III= III-II1=1I1=1I1=1I1= -II� III=III=III=III=III III .III -III FOOTING Z �< -III-I I -I I -III-I =1111Ill IIIIIIIIIIII 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" i cNN J Do , 'j a e a � �� 9gg a G•p :Q`4 a• Cn N � . W W L N u now c V) ti 5 cn V O m u A� W L � �o r 1 ` o T�1 � •� 0 IL o 0 C Q •� � w i� 6- Q N � ,2 700 00 o�a� � LLI LU Uj U, 0 1 LU I-Q of ��f-zT Z of U LU �°�_aoa�aU_00LL o Q Q — D0oJz�u_0z20 F__Qa F- ocn21ozoWoomz= U' O O �o�>zYOZ_z�pWoa L Z ¢pwO��-� �U, Q< < p p Q z of U_ o �QU_ O O z LLJ O� U) 5 ti p � cM 0 LID Q U) c� (n IL � F—�0-ci 0- 00 z U z� LULU CD m Virtual Re Plans Relaie�u co iev. , sus f.1/ f® comp lial ce vsig �+iel �� ar d' ' it l a 2'C6 � rov ! Rei�ra J#nn si< °l�r € fh I' <Pb 1 CV � M � K S3 O 0 U 0•� o r 0 N 0 0 0 M O 0�0 0 o 0 O r N o ' l ' l l ' z O N W a of o � 0 1 1 1 � r N,� M 'd' i i i co LO z l- d- Qz O zw �--+ W 0 0 '6'' U a 11' IIITIIII I IIIII I I�� „� I -I I ITI I I- BEYOND V Q PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH O O SEE SCHEDULE W PATIO COLUMN FTG. DETAIL N z SCALE: N.T.S. S3 W w 0 00 LAST PLOT DATE z 0 STRUCTURAL J DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d !^� TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. Sq. 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD +' + CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) - FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1l2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. Sq 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 p $ e" d -Tif e p. 4 p p. O. .4 p d g STD. 90`HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 4J OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL imm r o MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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 /C8x8x16 C.M.U. GARAGE DC GARAGE DOOR ROLLER CONNECTION ASSEMBL 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 d 8 . .. a .' a d.p. n .. a p _. •. . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ DOOR OPENING DOOR OPENING 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 D SCALE: N.T.S. S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEELAND 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. 2x6P. J-BOLT TRACK BRACKET fOP a IARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) 1 (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR >\ GREATER HEADER — \(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA() .� STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 54 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP, 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 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 Q SCALE: N.T.S. �Q 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 BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. .. P 11 SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 • s�B., SPLICE STAGGERED ' N. o l ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON n C C P.T. -ATE aiiviraUiN Jr4 SP2 0uvir0Ury NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 1D ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SiMPSON SP4 J M. LINTEL / a a. d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END Uw z a 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 J r4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" Q.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D___F 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. i & NUT 'OXIED A.T.R. i & NUT OXIED A.T.R. i & NUT ROOF TRUSS ABOVE /- 2X BLOCKING 0 C -(2) 16d TOE NAILS I EA. BLOCKING for( 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING Izzzm 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX (MIN (2) 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. S4 M N OAA, ° ° a� M A ®a s� Lo O o f ° A r03- f Lo a 1 z w O w z Q 0 N u M r�- V1 O f u a moo Ug O �o 8 Q � t � �V) u Lu QN 7N L oE� V Q a 4 W W ❑ua ui wuj 0� Fw— ~ of 2 � Q Y z� X02-j<o<r<X 0LOLJO � ��°�oZoWo�mZ�a0 � 0 Z cn www F XQ� LL Q¢Q0Lu LuZowO°od Ow ��� �ul6 Q o ❑ Ow ❑QZ� tLQ O �Q� O O Z N _Ow_ Z ti - �IcMO Q � co �Cn�ti C7 00 ZV� w� W J O CD d' V�)® ?® 3 Virtu t �_ Pavia lap's Ca As if �►c: , 1`7pjjapca - i Ja bra 3 tLd L 20 ae'Id p1�„ Pp i vad , : A,,1170 P�."2, 71h diii a M 00 C)CDN 0 N 0 N N N N ti - co co C)0 0 rn 0 o � N C)I I I I ; ' z O NW o 0 0 0 l l Lo > ' Lo z I- Qz w C)zcn �--+ O Lu U z ujoo VU�5 O pzj Q *"� ao�<Z kaI— 0W L c Lu (\I 2 z o w 0- 75 Q zcj�0 Q U 0- zIt Z �z Q O ®U 0- co z z z uj ui J 00 LAST PLOT DATE O Z 0 J STRUCTURAL DETAILS SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2Yx4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4LEDGER LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 10dx3" @ 4" O/C @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) wl MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/ (2) 16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION rD SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-01, S5 ADDITIONAL INFORMATION. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING _N N AND FASTENERS. (MIN. FIRST 4 BAYS) CV M M x SEE STRUCTURAL N NOTES AND NAILING c 00 °° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ "� (2) 16d NAILS 50 2"x4"CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END (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" O/C FOR THE (2) 16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. • 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 OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 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) 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/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN L 2x4 BLOCKING W/ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2) 12d TOENAILS B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT --- -- - , —,2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING: PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6 OVERLAP WOOD TRUSSES `- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 \ 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. 1-1�S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAw/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT 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 HIP FRAMING REFERENCE PLAN 2x4 BLOCKING r 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 �LAI TYPICAL GABLE TRUSS WEB - SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /7 AS PER HIB 91 SCALE: N.T.S. S5 j 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -j CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d d w 0 o -v O z CD' w m o o d. 0 d w — r g — — — — T >�^ gLu Q o � w NOTE: LTOP 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: 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 . _ M N O Ft M •� , 1 IJO .� co0 Lo N1 %'l a ! ', po A , - 5 , ,� LL Q N =O � w 0 z Q > W '0 U co N G1 +- V' R N V m AA'' � W B o 0 - C Q o '^N, w QN N i 00 W E O a � N /W� Lu w LUP w w2�0 I-Q W �¢ z� z LL V U j Fa- I-- QaX-U)Or- ��O0OJ� cyU) 0LL zoW00mzz C7 � z Z � U 6 Vcf) 0 0 f/) toww fn ofQ J QoW0Lu LuZo�w�oQ W 0< 0�Luz0 0 a O <U_ i O Z N uj 0� � 0 M O Q U) co 1%, cn ti z F- 0� IZ co 00 >- ZUF�— Z w Wo J CD c I I I;i I I I O O 0 O 0 CD 0 r 0 O_ r r N ' I O CO O O O. O r CC O z c N uj I I Lo > r N- M ' V / � Z00 Il. Q z O zw }� I --a M O W V ozz Lu O _O UVFn z0w� Z)zj 0 WQ Ln it Lu Ln N � zom w�� . Q 0 Qw� U az� Z �z r Z U Q 00 Z z z z w w 00 LAST PLOT'DATE 0 O z 0 STRUCTURAL DETAILS 12 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 D4839 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" 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 J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w Lu 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od w LAYER 1/8" THICK. COMMON @ 6" 0/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 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/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 L SOLID W/GROUT NOTE; LAP SHEATHING TO BOTTOM OF —.1) BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co n LU g 4"x4" INSPECTION PORT AT cr a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. o AT GARAGE CONTRACTOR BASEBOARD co CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH a MUNICIPALITY 4"to 6" BELOW GRADE N °. ; ' .d •a .. °a FINISH GRADE 00 M I —III =III —III —II 'I I -III -ICI -ICI III ' °' 6x6 w1.4xw1.a - I I -III -III -III -I I I I . , WWF OR FIBER-11 MESH II I II I III I II I II I II II I I I II I ° I I II II I II I II I I� II (3) # 5 RE BAR ON 3"CHAIR - I I I I I I I I I III I I- -STD. 90°HOOK —"' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1141 TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDS 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL--- BAND JOIST .i *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL \ SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 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 rN SCALE: N.T.S. S6 m 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING '.ZTO BOTTOM PLATE/CHORD W/8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-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 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. A(2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER w p SECTION X-X IF j NOT FULL HEIGHT SHEET- 0 F 0 — W G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI 1 r-1 r-1IA-r1 e%a 111 A A R11 15/32" OSB EXPOSUREI F SHEATHING w 2 SOLID 2x cn C BLOCKING @ALL j C SHEATHING O EDGES(SEE OPENING SECTION X- av C x F1 �FT x E H uj 2x STUDS BEYOND. , SEE PLAN 0 O rn 3/8" "S" = NAIL 318" SPACING tS_ 3/4" S 1/2' 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCWNG SECTION X-X 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN H rn K NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. c=4 O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p w/ 8d COMMON NAIL J ww LL 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER zi > ¢ r 0 aw/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. Q OOcn co cn FO tom- 2 LL LL OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O 0 MEMBER IF GABLE END c W NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 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" 0/C FOR \ 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 wl (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS OpXTFgj FLOOR TRUSS / DETAIL FLOOR TRUSS o SCALE: 1 1 /2"=V-0" S 6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 WI(10) 10d NAILS AT EA., STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 41 ° - d d' •°'O ° -III= .,�"' i i Iii= •• ' 1� a ' 12 (3) #5 CONT. ON 3" I 8" 1 1'-8" 8 I I CHAIR W/ 3" MIN. i l CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE ADDITIONAL SLAB INFORMATION. FNiN� 'Q BEA SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M S6 Virtual Review Assis#. I c. Plans Re ie�� for cerr)ti#cornPlated and iance t> 11 the 2020 FBC 7th Edition Debra Arrr)e Klahr PX23j0 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. •� - d id ° N ° ° FINISH GRADE - -I MI •°° d. ° I=I 00 _I I (3) # 5 REBAR ON 3" CHAIR 4" 1 -8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 'S M N O 04 N y- -F cy) a I' .�v J OOhP LO 000 LO i G + E L6 a 00 ,' �Qk , I � iS E.cLLI z E e Q°. ] TT-FF •q��q..n��r 'ter w 0 Z Q � q W L '= u �' c7r 6 N I N V i0 co u a -C — 0 M Q� `- = m 2 o rn� VJ O O 0 N Q t u� } • N f ' L.L•I 11 ry V N 00E .9 W 0 W LLI U) W Q ~ H-Q ctazw fVOa~Z Q �—X nC)<<�o�O0Q0�OJ�O u-— �O 0~ U� c0�n0� W�WOzOOOmZz wv)O wWu<0LZ�aQ 0LL OW Q oQz OW �Qu- s� O O CNI Zw O F- > in O CD 0 Du)cMO J � C< G � LL ti uj < H 0� 0- z _M co ZVI�- Lu w J0 CD I I I I I I I I I O 0 N 0 N 0 N 0 N I­� co M O CO 0 0-)8) 0 — N o I l! 1 I I Z 0 NW o q! ' > N; , M 00 LO Z ~ d' QZ W O � 0 W 000 UJI 0 0�� z0� y 1 WW~ Fm-~2 of O Z�= W /�- <r-� 0 zoo Q v gZ LL . z �z� L0 � OU 0 � z z z z w w J 00 LAST PLOT DATE O , . z O STRUCTURAL -J DETAILS - MONO 1/4" MAX 2'-0" n SOLID BLKG. AT TOP BTWN. 11 ARCH BLKG. & BUCK DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"(� X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH rr 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3rr 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. ix4 1/2" DRYWALL 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 EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 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) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION SE SE WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 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 BTWNNAILS AT EA, END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAID. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBj (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI " ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" 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 NAILS 2 T X6 TO 2X4 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;.: : SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF F MORTAR BED A I 0 O AND TROWEL <> REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS FILLED CELL PER FOUNDATION PLAN A YP.) THE :S FILLED CELL INSTALLATION ( H SEE ARCH PLAN AND PRE-FNG TRUSS DESIC N SEE NC)TE 1 BELOW SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE 5 ` ALUM FASCIABPG4#�ALLT'�F� -�- I -' PFR PLAN I RI, 1-31'4" TRIM PAIN V TER F CHANNEL -+--- _ + ` . �'" SS NAIL / 511C' EAD z: FASTENED PER I DIA to 2� O.G. WO)-E 2 BEL= Fv"1 .I... .T......L CR. NT' VENTED OR S LID &O FIT. CONT 2x4 NAILED To L 2y BLOCKIN(3-_ NAILED TO TOP BLOCKING wI 2-12d NAILS �£'% CHORD EVERY OTHER TRUSS C :3-121J N,A.L=_1, Tr"P, I C= t ./ BUILDER TO �`ERIFY: P ��VID� � �€FIT I IATERIAJ SPAN �=APACIT`ES BASED C I THE DESIGN PRF.TSLRES SP'ECIF1E.L1 FC R COMPONENTS AND CLADDING / LISTED IN THE DESIGN CRITERIA #SIN SHEET SN. 2 FOR SOFFIT ATTAC HMENT AT WALL [PER ALPHA ALUM. INC FLL# 16544 R5 FL i PRODUCT APPROVAL) F CHANNEL FASTENED 70: CN1LI'W T NAIL .D' 7" DIA @ 24' fC. 'vo0 r' NI'VN. EMBEDDYIENT 1400 D W,•' (3) '16 -GSA. &4'x 1 9" r. IRCOWN STAPLES @ 24" MAX. O.C. IN DIAINIOI' D PAT E_R'N - SLIB F,ASCO wf 1 (--xA. 3)4"x164' CRC1VJN STAPLE C EA,CH CGRC O%rE STRUCTURAL SOFFIT L S F °I SCALE _14" -1" D" Taw) FOR A UMINUN'I SCFFIT'S WITH SPANS REV. 09232021 ? V-4 ; INSTALL MID SPAN HLOGKING PER THE SOFFIT FL PA INSTALLATION CRITERIA. 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. / 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + CFy('Ty PLYWOOD SHEATHING + + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP LON + EACH TRUSS CONNECTOR SEE LINTEL SCHED. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" ,- F.F. °. . II-III=III-III=III-III; I=1 11=1 11=1 I P D — I_TI—f11- D ° III —III —I' GRADE DI- ° ce) D z N 2 •D D (2) #5 REBAR. MIN. 3" 16" MIN. _ COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" ENTER SO 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 SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MI.'-: MSTAM STRAP Rr.AI er=e QUMMT n) Antn 2"x BOT. PLATE W/ (2) 10d @ 6" 0.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 314" 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 e d; '4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° •;" •% OVERHAN ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 t-0t' 51-011 SCALE: N.T.S. INISH FLO ° . .. 11q1. . - _$f ° #5 BAR ° V 4 p ° . .• CENTERED W/ ' D IN TOP o _ p KNOCKOUT/ N _ ° CHAIR BLOCK MONO FOOTING D D SIZE AND REINF. PER PLAN I — ° AND SECTION DETAILS -I CLEAN FILL DIRT z STANDARD o #5 BAR IN 0 90` HOOK CNFILLED CELL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL V" MONO TO STEMWALL FOOTING SECTION DETAILS Plarls Re SCALE: 3/4" = V-0" for comliar by tJ OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. NO N co Lo 00 a r a �_ A$� {i x� Oyu i s UJ 0 w 0' zl Q N > N LO o °� E 0 W 6. C -0.- U CV)N 4) ce (n Ili to V -O -C0100 W i L W ` O ]rn�� V/ 5 - o t �N Q LU 7W L p E` V 0 a W U LLJ WO❑w C 1CQ z ofLL)L �coFQ Q I— Z) =~ LcYD- JO �� OOZOWOOmZZJ - a ��Lu Q �CD� WO a o CL>10OZ _U) CL LL � 2 F LWi�uJo0,La 0 u- O O Z N 0W 4(n > O ❑�cy)O J Lo QWQUr? Z V W W J0 P 8, ®2 Taal Review 4s s/sf. Inc. ' iew com lefe(i Ind ap rove e With the 2020 F f 7f bra /InIIe d(baihr PX2300I F d fig o 1 rV C) O (N O N o IN 0 0 r co co O C) 0 di 0 O � N o l l l ' z O NW o 0 0 o I I I � � N. M � M� Lo z~ W d- Qz O zw +A. -a-+ Op W Op U U �I � =z5; Lo-0 0 Owo Ix .� Z Ln = mFw 0 ('V 0 zo= W Q�C/) ■ Q 0 zwo U azu- z Z �z V J Oo0 rr z z w' ui J > 00 LAST PLOT DATE 0 z O STRUCTURAL -- I DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). Vllvlr VV N IV- I/"1L1 vvl Iu) Iuu 1YlllLV FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ff = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING CLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'0 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 GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWAI_L FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: = V-0" DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS ON VIEW "A" SCALE: 1" = V-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ----2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER OR 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" r-ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2' = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 a' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 'N -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS / OF STAIR TO CONC. W/ a' X 2 Jq" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY SCALE: 1" = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 4'X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" NEWEL POST BLOCKING SCALE: 1" = V-0" 0 1/-XIM l.#UINJ I MUl.# I IUIN UC IMILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT _TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) u PSON 10d x NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES APR ® 8 2g23 Virt£Iat RGview,�S.S95t, plans Re9� ' corn toted lnc. for con' pliaq"'' "lfiltl the and approved off" Rc/3r2 Klah'r PAC 7t�i Edition Irllao rmu��r� PX23�0 ECTION VIEW "H" SCALE: 1" = V-0" % M M N M YNN J DO,co.�R M �? S ' 0 00 i e ® LO � a e r � c v e " — r r ire. A Q .' Z Lij 0 w rY 0 z Q 0 0 LO O W L L '0o MN °? V N � N V Q -0— a? 0 2 o _ Q)a s U� u 1_u D N V 2 a a ow vS w0r w� w w2F.O u-O Q U �— D ¢�x�4 �cA00O W ���OO_ O 0Ez¢ZO0 000�U0 O Z cnwo w�nwww�n��¢Z _j < Lu oZ6ZOujL5pa LL Ow I-� �YOQ¢ Ow ❑ ❑¢Q� ¢ F- LL CD IN zW O� O p F- M O z Q C M Cn U_ 'qj- c ti L" F— W CM 00 zb� uj W J0 O I I I 00 O O N ci N O N N O N O N O N O N O � � M N O 0 0 O Q O r N O ' i ' i ' i ' Z N 0� ui . C� I I > ' L zI­_ QZ W O Z coo 0) O VUm O O�Q Q Z awa Q '�^ L = W = m�� N ZO= Lu ■ O Zoo z UgZ � LL • aZ � OU Q z ST ¢ Z Z W w J 100 LAST PLOT DATE O 04 O . . Z0 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFCRCED 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 81`32-113 SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRl7'! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.08 8F12.OB 8F16.OB 8F20.OB 8F24.OB SF28-08 8F32.OB 8F8-1B 81`12-1B 8F16.113 8F20-1B 8F24.1B 81`28.9 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 Ill 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 1 5381 8360 110394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 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" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 1 783 1370 1 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 1 420 750 1 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CPmT_ Rq" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6.1B 8RF10.1B 8RF14-IB 8RF18-IB 8RF22-1B 8RF26-1B 8RF30.1B 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 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 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 1 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 1 4091 3146 526 1 999 1568 2253 3129 1 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS ■ C,NFCR" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU" 2'-10" (34") PRECAST 1293 1642 2135 3'-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 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRECAST w/ 2" RECESS DOOR U-LINTELS C^NT-CR®� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 RN'I",F' 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C`I4Ve" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F12-1T 8F16.1T 8F201T 8F24-1T 8F281T 8F321T 8F8-2T 8F12-2T 8F16.2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 1 3966 4853 1 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6 (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1 1028 1422 1 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 60614 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 1 709 1050 1 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 6 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW11,404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-IT 8RF18.IT 8RF22-IT 8RF26-IT 8RF30-1T. 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF302T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 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 `o D D D c c 0 0 c c c c 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 0 C. Hl� O D 0 0 8F 12-0B/1 T D C L O0 8" PRECAST LINTEL W/ (11 #5 HOR CONT J BAR & 2) COURSES OF 8' K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR �0 C.M.U. U)U) x_ eD = W m `n ° � U) m w 0 w v 0 a #5 REBAR AT o1.�ow :�� BOTTOM MIN. (1) �Qp11OfZ REQ'D p� C'l_J w Z:•wQ16GAUGE j ° POWERS STEEL U) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. U LO z= C7 z = c ON #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 5/8" PROVIDED 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 J L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP O L - - - - _ _ _ _ _ - - _ J O O 1ST FLOOR LINTEL PLAN (ELEVATION B' 3/16" = 1'-0" APR 0 8 7nqj viltull Peview Assist, Inc. lnE�IticemI.'tand s ITa3r a��srm9�@@y(i�il}�:e wvi(r� the 2�n�}��Gppii Edition ion o"ati B MI-ne Kiallr PX2.i01 co N O co CO Do/y� as LO CD c a r a v 9 AAR00 1 �1 w n a� Q w Z Q nN N L0 :^ i'0 W L q U � m 00 N cc cn � (6 V 0 - u a E ';✓ s } o Oo o rn �� 0 u- o Q VI a� Q �� ._s (n }It V Lu a N -7Q� V L 0o a LLI LLI LLI ❑ LLJ Cn w Q Wlw-Q 0 � ErQ�z0 Z LL 0 O O Q ��� �� 0 2� 0 U J z O Z O�°�oZORCOM C/)LL1 n W Ww�5p Lx<= aQm zx2zWz0LLJQ J LL 20 Ow �I-� �Y❑QQ OQ ❑ ❑Qa� LL �LL O O z CN i O z � � �M O < J � U) z Lu < I- 0� a, 00 z U w W J O O d' C0 I I oO O O O r N M N O N O N O N O N O N w r r 0 N r O Z 0 0 0 ; ' O w 0 N LO o r CV- 0 ch 0 d' 0 to 0; LO ; co w 0 _ O coo U U � o z)Z5; or< -� z-� `- <LLI 1� w LLI F- N � O zo= w zF-Z) p za�0 v gz� LL z z nZ 0U 0 W z z W ui J ti > CC) LAST PLOT DATE O . . March 23, 2023 Z O STRUCTURAL -- DETAILS B 5 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)#51- (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1 V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 1 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 1 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 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" 64' PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'4" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 19'-4" 18'-0" PRESTRESSED 2 No.3 () (2) 7/16strand+ N.R. 277 277 202 281 2 No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 71116 strand + 219 219 165 229 N R 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No, 5 N R 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF 1.15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)::15U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL W DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'4" 9'4" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 12'-0" 10'4' PRECAST (2) No. 3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (21 No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 7 291 775 1270 2 N o. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 961 961 446 872 No. 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 834 834 390 763 2 No. 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 .: .: A DETAIL 'H" DETAIL "J" DETAIL W' TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINALWIDTHJ H `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETA L'DF' I L'D ' 'D ' DETAI E & F DETAIL'DG' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2-1a' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 44" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4-8" 311" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'4" 4-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5'1" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 6'4" 6-0" 1 PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 TYPE DESIGNATION P PLAIN LINTELQUANTITY 01 IS 1,11 S-SOLID LINTEL/ -I I rLOWER LINTEL CAVITYAT [8x1I6-P-1L/1IU] NOMINALWIDTHJ J `QUANT[TYOF#5BARAT 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/ BR A BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51- (1)#5U (1)#51- (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 1 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 814" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 `I679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6` 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1141 10'-0" PRECAST (2) No. 3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'4" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'4' 12--0" PRECAST (2) No. 3 2 No. 5 859 859 1 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED 2 O No.3 (2) 7116 strand +2 1207 1207 605 938 No. 15'-4" 14'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1095 1095 551 887 2 No. 1T-4" 16'-0" PRESTRESSED 2 O No.3 (2) 7116 strand +2 836 836 426 763 No. 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 607 607 317 601 No. 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 524 524 277 526 2 No.5 20'-8" PRESTRESSED 2 (1 No.3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 22' 8" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 .N:M in ... ' • . ••' DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOUDLINTEL -1 I LOWERLINTELCAVITY [8x16-P-1L/1IU] NOMINAL W IDTHj j `QUANTITY OF 15 BAR Ai NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51- (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4- PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1D000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'4' 10.-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 (2) No. 3 2 No. 5 1895 1895 1401 1895 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 P12--0"10'-8"PRECAST 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 14902 PRESTRESSED () No. 3 (2) 7116 strand +13'-4" 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1774 1774 996 1494 2 No. 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED 2 N3 () o. (2) 7116 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 �•1. •.L1. �N. �I S• „•. ..f`1S DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL 1 LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINALWIDTHJ j `QUANTITYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: 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. 3000111 GROUT TOP LEG BARS: (PLACED IN FIELD -TOP SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. �- PER STRUCTURAL PLAN 22 7/32" STIRRUPS AT 4'-0" cc m oD �_ (TIED OR WELDED) LO LO BOTTOM SCHE SCHEDULE MIN. MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD)f2" (SEE SCHEDULE) 2" ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN M" STIRRUPS AT 4'-0" ccOD OR WELDED) Ln N M BARS SEE OCHEDU E M N P 7 5/8" MIN. NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 1 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 10'4- PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 02-4- 12'-0" PRECAST (2) No. 3 2 No.5 2034 2034 1366 2034 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PR 2 O No.3 (2) 7/16 strand +ESTRESSED 2199 2199 1219 1846 2 No 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No. 19'-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. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 898 898 481 947 Ir «r TYPE DESIGNATION ■,;,,d' �;�,.; ■,r,�: ;�fyi �• .+! .i `•piq� - P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT .i•, ,t+� .=+w S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] .�;. •!••• .f,.• •,••• NOMINAL'WIDTHJ LQUANTITY OF#5BARAT NOMINAL HEIGHT UPPER LINTELCAVITY DETAIL '0" DETAIL 'P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) UU 0) LL SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 1D000 4'-0" 2-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4-2' 2'-1a' 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'.4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" N-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 514" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" '64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" 1 PRECAST (2) D4.5 WIRE (2) No.4 1563 1 1563 1113 1455 4.1" DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION OF #5 BAR LINTTEL S - SOLID LINTEL I I LOWER CAVITYAT [8xl 6-P-1111L/1IU] j NOMINALWIDTHy NOMINAL HEIGHT `QUANTITY OF #5 BAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x201' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 N-2' 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 N-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'8" 4 -4" 4'-0" PRECAST 2 D4.5 WIRE O 2 No. 3 (1 2448 7050 3434 6540 6-8" 54" 5'-0" PRECAST - (2)'D4.5WIRE . -(2) No.4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE . (2) No. 4 2158 1 2158 936 2036 ;. - J DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION aL [8XI6-P-IL/1i ] t J L avow UNIT'2551' - 1ST FLOOR PLAN 1 /V" = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 1]) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-D" 2'.8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 396 1 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x241' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'D0' &'DP' DETAIL'DQ' 3'-8" 2'1" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10D00 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-&' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 13000 5'-8" - 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 1 10000 6-8" 54" 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" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION �[8x16-P-IL/li ] I�r� � w TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT S - SOLID LNTEL I LOWER LINTEL CAVITY 1 U [8xl 6-P-1 L] NOMINALWIDTHJ `QUANTITY 11#5BAR AT NOMINAL HEIGHT) UPPER LINTEL CAVITY V"tual' Reviefs Plans Revie�7�v Assist, In Colnuleted end o cro/nPliance vvite to- e ?Rv�R d) proved 4y 00bra /j laTe IcEa r PX 1p€i Edition SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81Ix8" PLAIN 81Ix8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 1100 8'-0" Precast 1037 8'-4" Precast 981 9'-4" Precast g22 772 10'-6" Precast 600 11'-4" Precast 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'4' Prestressed N.R. 369 174" Prestressed N.R. 257 174' Prestressed N.R. 184 2Y-0" Prest essed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M O o Cl) s •� @ ` Ay9 ' LO Br/ DO e A Q � 9 Y +�� S,5 y •+ 1 E'' NW IY Z Q ^cn N LO 0q _W 6. 0 i, C00 - C o o • N LL D V QN C cO E` u) 7N V CL Lu o� LLLU w vp1- � -j 0(n Q< z QW wO O<ax-jWQzM00QQ WmZZUCYWW00 0 O U) LU I(ZLWwOZ LL wZ F¢pL w Q z Q Ow �HH. �LL1Z o oQ �¢ a <C C) 0 LL H Q LL O Z IN 'O =J to Q (y) G vJ ^, LO w L.L 00 Q >- Q z C) Z J 0 J i ; I O O N C)O N N r N N N M N o N 0 N 0 N 0 N 0 N 0 N O 0 O N ' z o .- o c� I ' O Lu CD N LO m N M 4 � , I 00 �. QZ C)z000 O U zz VUD L F'- O �z> ol=Q r� Lz w�2 LU < V N O ?o� W < F-- D ■ ■ Q L.L SS '^ gWLL z Z D-Z �Z 2 F- 0L) 0 W z Z w LIJ J ti 00 LAST PLOT. DATE O O Z 0 s STRUCTRUAL DETAIL ,� B March 6, 2023 P R (0 )"E)U C T A P P mm %0 J" V A mL '051"' P"ECIFICATION SHEET(2023) Florida D"arriant of RusinessA Professional Regulation BuildingCodes and Standards I Cl) > C) Pro4uct Approval Appik, aficin Detail (3) &_ 1- Amill'-%m6p" 11 1111004 11 O&W --IF 0 0 FAM Muz fidlleffl= 2= CD -0 As required by Florida Statute 553,842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if Im WMIQ ygnuf4clumr comw Vag" yAliktW §g9liEW FOC Milggl Aliga�Sg Xia (3) Mounting arackilits I Q Gauqe,� Re,,i5iw 21M Theirma-Tw Coqxxabon sbire Ja5person U F� Schnad( P E. Ryan J VIDR PE. 07rr_=`2M0 07M2QUO 0702942M 1011312020 Appr-od riiT�6555 they will be utilized on the construction project for which you are applying for a Cataprr, Z­ot�iisr ovxs (8M 843.7523 PE-43404 joi!i� SabCal"ary. Sningini; Extifky lim Aa"n+Ae* Compliance MeMod: Evatwabort Repor from a Fkylda Registered Amisorcl w a Licensed Florda Professioul Engineer [lack Cross Support (3) (may bie wt tA W Sw Amholi Scheduie, Category/Subcategory Manufacturer Product Description Approval N:umber(s) Test Pressures Exp. Date FILMIGM-ft Pro& 69MMILWWO 62AMddJM.UU IM= L111111M 0 0 Right Nambe'arlilarne -juductDosenobon CorrtractExEt!km 2k2 Z _J4VHZ Outside H ellist'"'t L-fe h__ - !T �MuF, 1 ber-Clasm and 6nnnora­iftor Nominal Wda*.88 diquotimpact&quol, Opaque 120Q= Yes Yes Y&-. tirA M C) 1 1. EXTERIOR DOORS Sfacket GauW) Composhe Edge Fiberglass Sogii.- Door CU C) > X osrft-et..) 2 h Thwrra Tru Fi bw-Clan;�_ wd S noth -Sw lilquotl 12rlf2U2'2 yes Yes yes NIA Compowe Edge Fibsilli. Cn (D 2 A, SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461 1 +67.0/-67.0 psf 12/31/2026 A- IN A3 N-) (Inso&q10utvkng�A0. OX a, OXO (Tyie.) 0 The I'm aTru -Classic and Smooth -%",")tar (IMPA Fiber CT) FL20468 +67.0/-,67.0 psf 12/31/2026 S a rhernsa-Tru leber-Claao� and Smoolil­3tor Konilnaluel�,$ aqwOmpacAquor; Opaque 172'.42022 yus Yea yea NIN Corr"We Uge Fiberglass Double Door wO or !E ,0-- nalithaut SIONtes (1dvMVQu%M" XX or OXXO Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL,20470 +80.0/-80.0 psf 12/3112026 entingurallons) 4L 0 T1)0rMRJ11J Fdzr�f' IASSO'aind SarbOth-426 Na, 0 he I mi"is, a 3 q (bet I rap 2 dt &qu FI' 0 Pao uer 1201=22 Yes Y61 yea WA Edge Fiberglasa Sh& Dcror finmaiinoCublarifV, X configuirstion) 5 t,, Th- To, F1b--Ck­-dS.,00thAk- Opron- l2r_11=22 Ir- Yea Yea, VA B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.! +40.01-4 ps 2/31,12024 S S crewll . PGT Series 5570 NOIA 21-0205-03 +38.71-383 psf 4111412026 Componu Edge Door with Svielb" llrw�lwoutaeong.AZ 43X or OXO 6 f, Tharnur-Tiru ShV.'0-SaF P.ans.V2 I NAM0 &qU0t`Ir"p2W4Uff1: Opaque 1261EW Y Yea WA Pella Corporation PL2646 AUC Unit Smioun EdEje Cornperafte "a FlibeiglasS EWW D" with of --thout Sidler easwvoutiamw 'QC or 0000O urrIcare Strap ?,Typirak 3, in ftnInt) NLski ... ) 7 9. TheamaTru R ber-Classic end SoRooth-Star Nahliml,59$32rg &qUo�lrnrrad&tluo� Glazed 121311 Yea Yes, Y" WA comporale "OFbafg1asis Sligia Door C. SECTONAL Wayne -Dalton Series 8000/810018200 #1105 (8X7) 2 FL8248�3 +31.0/-35.0 psf 12/31/2023 X "ofigumborri 8 h. Tlhernras- rtu Fi ber-CWsip evid &rooth-Star Norninal S&".8 Glued 12f8lrw yea yea Y" Wh Composile Edge Fiberglass Sligle Ooor,,ith Series 8000181 00J8200 #1123 FL8248A0 12/31/2023 Front Cross Suppon Wayne-Daition (16X7) +30.0/-33.5 psf 4 Self-Liecking Nuts (Mdy be (alit tow) 9 Tlhor�-Tiu Fiber-Classc ard Sincolh­SW 9quatiravacAquen, Glazed 1 nlr= Y� Yes 1, Ids, Czrnposits Edge Fiberglass O�ble 0" vAth or Wayne -Dalton Series 8000181 =8200 #1124 ll 6X7) FL8248, 11 +34.4,1-38,3 psf 12/31/2023 Left Bracket (16 Gauge) # 14 Self-Driginly Thru Bram kets Is 10 7lh;wnro,7iu Fiber -Classic and Smooth -Star Nam rial 8&#39,, 0 &qucl;impact&Wq Glazed l2nUM22 Yes %lee ye's WA Ra c k Gruss Suppor t Into A_JC U ro-it Bottom SWe Cam= Ed;s FiberqlaseS�hyle Exxx D. METAL LOUVERED DRS Curries DiAsion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 NIA (see inst sht) 12/31/2025 (TyFikik 3 each sii�lv tor hurricane ulso) I­RRWOf­�M X _.N.rafvn� 11 k ThKme,Tru and SrnoalhStaf NorninglaiL93a.0 giquoturruictiLquo- Grazed 17�1 yes Yes. Yes WA 2,ampool EdRe Fiaefglam 5nDle Door Z %fth adelite(SI (1WRerd0uWWQ:NO� ON or W* 12 L Fib-Clasu-nd Sn­1h-%;r, Normani 4039'.0 squatiompract&q..1; 0W.W 12nlm= Yes Yew Yes WA *.V.L maAlLru- ea An. lin- kLJ A H.4nL=V An uf�,, Ed;e Fibefg4sr, Double Door �O or Without Solabies (InemngtCothwng! XX or 04'000 2. WINDOWS fluilgrid Iscal aftiOni IT40oa =fit "'ifilirly! corAgurallonsr 13 m T�v�Tru Flow-CIlassir and Smalti-t5tar NOMInal 0&*Wg Muat;IMpact&qUat Opaque Qn1=221 Yes yes Yes NeAl A. SINGLE HUNG MI Windows and Doors Series 185 FLI'17499.2 +60,01-60.0 psif 1018/2023 EAO Fiberglass S1nVIh.Io5Dr%fth Z-1=181ft"MAquol, Sidelluel Uinwuaia;ouls,�, X0, OX of OXG conlia uiatirit 0 Z PGT Series 6500 FL239.2 NIA 713(V2025 $4 r, lNermalim and Siminoth,kitar mm[W "020"a %quotI�p2Ct&qa;4 Opiense lWira-i Yes Yea Yea rl?A ;7�mroascue Edge Fiberglass. Double D� vAtIr, Florkle Department of Business Professional Regulation AQUOU400,1aleslagpilet. 80100K (InVerRingtCk4sWep; Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6117/2027 BulkIN Codes ancil Sunclards axxo cofturation) t 5 a Th*erria-Trie Fibe�-Cla.Osc ond Grawlh-ditar Nominal alldi[39" 'D &quixtnlpW&qrUdk Opaque I zal r1w Y_ Yea, yes WA Composite Edge Fiberglass Vngle noor%fth Product Approval Application Detail ssic-Itte(Q U noemnOlOurawlil-, X0, CIX or OXC- conliq urabon s) is lo Thserm Im RhwZimsk and Sn-yanSbar NOMInAl 84103R-�or 3qU0trMPQCt&ApJq Op2*18 Yes Yea Yes, W-A Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6122/2023 mrachrus, a berglass b B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2116/2024 el3lb Of Cue ftid Tir" YM maliftnAw License 019*11cod M Awrool Apia* elutts 17 a P-ma-1. Flb@�Cla­ and Sw-th-Sta� N-nal a&*sRs SquokN=-IMpaCW44uot ocaque ?W112M Yes Yes' No NrA Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 312712023 Adffinnelft 2OZ3 AchonG.6- Herma. F Nor- RE Look.131--d-PE t2ililt"020 lvlwom 12126-4020 Arixes-d PE'nVe Compooric Etc Flbargl ass sangle Door X Caroillory: eyworol VKM 441-8368 Is C334)-OolblJO Prod"t,is intrudil,rK.1 as a iu'Q]J of Is r Therrna,rru Fibw-Clarprr and StToothStai, Norninal Mfla.li &quatNon-Impautlliquot Opaque 120 N>= Y" Yes No WA PJ- TeChrolarry c-M16- sawarvit E-luriten R-Part t- Pella Corporation Series 10 Sliding Window FL12811 NA 5125/2031 Composrt,- Etc ribengfass &n:gL- Docir wth Sloalftelo KO, ox a OX0 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01-60,0 psf 4/312023 Floods RallistirroO,k4lifto "a Licorwd Flwda F'oreioilmei E-n*eer 19 Therma-Im F*w4CIaesr;wd,%=othSt;Rr Nominal GU�0:8 "urx Non-Impad-iouct; Opaque =1 r= Yea Ye5� No NVA C�ompoidte Edge rloWgIatt Double Door m4th or oil sedeltes XX or GXXO Quallar Aewanu4 Amy-yed! for 'Is a AwcavoillarUsli IMDW plislan PGT Series 5520 FL243,5 NIA 4130/2025 conngurationf$ 2D t T pren,s-Tru Fibrer-CAnsw aW Smooth-Sta, Nominal 8U3D.0 6quo:Non-Imp9VAqLaa� opaque 1 V31,12M y Yes No WA vananallan mxuw gwtwm.Qltt in ld�= iXd&2 dw squxatif MaRruis "Ir !ru !" !!a MI 00mlea*ft Edge Fiberglass single Door lLhVaarWWW..V; X configurallo.) b�k " � 1, P .0" 0 De*t Fundion Flood d Ventkll- Vent 12131=23 V yes NA '1001. $00 riveni M.ARI 101916 5 11 Dilel Fusam Flmd and Ventiation Vent l2sirlon Y. Ye', WA .100A WE Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 711512024 21 u Theirma-Tru Rbor�CLnak and Snnoath-Star Norrunal 8"391.0 &q", Non4rnpad&quc� Opaque 1201=. yea yea, P40 WA Composilte Eta Flbarglurs Single Dooreith Z� STrerryard Me& I" M Insulatedlelood Vent Ini'll/v'o Y" Yee PA -1WTW Sidelk@(54 Irrumno/Outsvong: XO, OX a Pella Corporation 10 Series Flange 1--ixed FL16280 NIA 5/2512031 4 EPT4191Ort Wde� 915=0-= kmelated Flood Vent lwalaollz Yes y" NAA 100�lix 3-Irvent Woe Arl 0�524 169Alud; Garage Ow Road Vshi i2rlV2C23 re, yas WA WA conflaurafflonsr Th.�;Tnu Pilw-CI.-rd Sr .. tfi�blhar N-in.1 81030�0 1q-tole- Cpaq- 1 MiM22 yed you PlIc WA auodR: 4M54 STrArrii"Wrt W,5-ro V400 M_ I In arlidned Flow Vast l7J3V?M yes y" NIA -1riOAlr* V01.1hi V1540.V4 14,5&qud: G.rage Doer Flood VMM IZO14oV, Y. KA WA 0ampoisite, Edge Fiberglass Double Door Wth or Yi4thoutsidelits, Configurations) D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 21 w Thorrrai-Tru end Si eNlei-Slah Nominal 06M�8 Aslustlio� InaiWASquat Ground IMU204 You yea No WA Compass- Edge FihMlass Single Door xcw4ffabortl PGT Series 5500 FL261.1 MIA 512&2026 Glaered ?4 t ThWmaJ Ns and Sneoilh-Snw- Nnvrliinal d&AW 0 &qu IM=2 Yes Yet 1-116 WA Flonda Daprafterd of Business Professional Requiladon Pasil Wl ,2e F,='nr,=krnp:c=rot; Compoelthe 60 9 uVe VWh =1621 -rn �) op"ORAilwarx: XO, Ox a OX0 E. OTHER Building Codes anol SUnd2rds 22e V_ T � eure �Tnr FObe,,CIa Wc and 6rsnAtr_Slxv- ric"llinal 6&M;g &quu1t;NaN Owed SM1=22 yes Yes; No Kok Coinposle, Edge lelbargLas; Double ricor v4tr-. w Product Approval Application Detail vAbout Sidelites. (inhornipfOutsviring; XX or CXX0 x Z Tharana-Tru F�ba,,C�swc and Norr4nal 89#39�0 IlquotNon_ InVactiliquell; Glazed I 2t3l t2022 yes, yes No WA C4mposlhe Edge Fiberglasi; Single Door 3 PANEL WALL Ralf Will! M PstahnAll 2RU vaidiao By vidi&,W DAM1111111 fecasill AMXQ6md Raw% (Jnswnti�OurrswM, X olm�gwaorl) 27 to Theirro-Tou Filaw-Clasoro and Slrooth-Rhir IM112022 ye� yas NO MA Caertricate Edge Fibeqim Single Door with A. S101ING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FLI 3192.2 N/A 12/3112023 X3, OX or OXO B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272�2 +75.0/-75.0 psf 12/31/2023 RVA'Sion 20Z onew wtalls, RK, Jaw smrvat� Ziacha�f R, F44st LooKe 50,00 P.Er W012020 QW09=20 =31020 IOFlVM20 Appr�,s cerevary: Roolng �aoz. 303-1511 pr-7401 28 A TherrRna,Tru F and Snouth-Ries, N=curl 8&938.0 &QuatW� WripacUrquol; G-l-Wed Yeti. ycr No WA 3LA)COROODIrr. illoat le�-tRR@dr-Te1­ Comiallar" Veined: Ewlutkm Report *am a Camposthe Edge lelberplamDouble Door With or %imout Sidekbor. (looffiLngIc-ftVirng; %Kor Oxxo APR 08 FlanOR 91.1a5ter5b An.1110d or. Lion, Red Flaride Alpha Aluminum, Inc Solid and Vented Aluminum Soffit FL,16544 R5 +54.2/-54.2 psf 713012023 C. OTHER Appingnmal (V- UM AMmoddler Vill unvlw 0-ow a" Nuffilaff of **dud Ommiction Ilk cwt" 11"SIM prossu t=o*q I ow-, MG Imalls, ou: I larvic 17'W, ow, zoos., 121S117025 yea NO MIA +W-1813 cull ffV 4. ROOFING PRODUCTS Florida Department; of Business & Priolossronal Regulation i Building Codes and Standoads planil tl for compli., vie ev'eW Assfet C 'MPleted A, ASPHALTSHINGLES GAF 3 Tab, Dimensional FL101241 NIA 12/16/2025 Product Approval Applications Delliall Ce an, Flo Mai Department of Business & Ptafesislonall Regulation till thli? 2020 - 'P'p - t�ac d lkhri Buildinii Codes andStarudards B. UNDERLAYMENTS Tamko (fbr Shingle Roo� 151b Felt Undedaymenl FL�12328 NIA 6129/2023 *i I � Product Approval Applicat" Detail 941 2ft Date need 111912 Im vim2c amuleam ImilillialiLlilt YA1199" MAMM29 MAGUMS, ARM2 R01411- 2020 4 Nridoo end Dadra aind 3A inuff Luis Robert* Lonas Steven ht Weil. PE lofflem2a 1 GAIII(2WA I(IJ19/2020 lzn5w2o Apor-d PERZY.4 -6454 omeow. Eft"or Doors 4 T1 7) 30 f?tT)317 "Galeoray� Sldifta Exhihor DDor A"artibies IbIAMO"@M�W=wn Plyglass USA, Inc. (for Tile Roof) POLYSTCJK TU MAX FL,5259 MIA 12/23/2023 C. ROOFING FASTENERS NOTUSED, aiintellarwe Method Emlkiabm Report tom a an MIM masir-tv WMA YAIMMU RK VMdak Mitiollud FIX Attirsaw &gnaw AW-a Ft"nom 2020 Thecrati-Tru Ca mation SIM invorson LOnd4on F. SMAIdt RE- Ryan Jr 4fta. F' r, DIN 512021 izelllmno 04=021 Dwaarml APPI�d Finu mokliRred! Ardhe"d ­0_,WJrlidR, Protarmiantil E.On- D. ROOF VEN11LATORS Thompson Arch Metal Com P Off Ridge Vents FL16918.1 - FL16918.4 MIA 9/912026 Callsuary- 5den., D_ (80olm-7SE8 PE14340b (bMT874M6 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31,12024 8whong Exterlar Door Asseiribilv; Carnpilanva Method: Elealablion Report Irma M AW&AMaRint L�9PLIRlmuir-yn Imp" RI*M Marla* 6 Licensed Markla INCIA In hVSZ l!;19WM4 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-,97.5 psf 12/1012025 PrOcirslarial cronev I SEAES 420i,1UM1NUMnsW SERIES 420 ALUIARIVIiISGO QX0 121314024 No Yes NO WA NINI.REINFORC-8) murwralgi,m nesaircis awkiAMWAKC uwznLtm.�la 2111M SrIIGC 4MAUMINUM SM SERIES 420ALUMINUMSGDOX. XOXX N. WA IW102624 No yes Moti.Rallipwr-Eu &MMINJIM210I k=d U. Aular Wat em"a co'"d in HAU oblikilit R"dat hm-da E. ROOFING TILES Boral Tile Villa 900 FL7849i,27 - FL784!9.28 NIA 12/31/2025 1 SERIES 420A UPAINum SW RMHFORCtr Z§ERlI�S62QALUMiM lAsr4*1tenror_lceoo.�o l213V,024 yes Ox� wA M�'. 3AL w, -t,,IMQ - -U4 � Boral Tile Saxony, 900 FL7849. 16 - FL7849,20 MIA, 12/31/2025 it Sm.M.M., Opaque 12�31rXKrrl Ft. Y_ Y.. NrA cairposts --*a Flottarlaus Sm#x coa -oldipmebari) 2 1213 ae2a r_ Y. YeN 4 s�il5La420AL1JMINUMSGD REINFORCED SOME$ en ALUmeauM SUD REIMFORCrl) ox IWI,121124 "o Yes No WA, 71�1 S SERIES 420ALIJMINUMSW REINFORGM SERIES 42U ALU MINWA SOD RSIHFORCED XXY 12MWO74 N. yab No IUA (D Wqw. CWpOista edge Fitleraras, 8.0. 0" In, DMC 10ONS, DMO 15OSS, DMC 175S, DMC 143&13401��915&QUOL "ift.Ki! onirwiniMuivoiNi- XO Ox . 0X0 lee& It'31MOr rh� Yea rill, F. METAL ROOF Drexel Metals. Inc. 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 Coulpiraird Edee Fuirallssa Double Dwn or �ah-1 Sidefil- oh-*�WZ­irig M, or OXXG Florida D"itileoral of Business & Profilliksional RogL aftr I el �5. SHUTTERS %ildrig CcIdses and Standards _l__J I'M-T. Fe-cleee. Gnawer 1=1;(2bN a. yes WA Compove Ug,: nw%*" -511gle olor x conlo-raffion , Product Approval AppliCationt Detail (D A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL'15076.1 - FLI 5017& 2 41A 12/31/2023 lx: S 4-Atrnn, rw FWw-QR**­td Smoolli-Mv Nehviim sortil to "Paque I ZIM,20215 ON, 4f. WA (3) All Am encan Shutters & Glass Galvanized Steel Storm Panels FL,17869A U!A 12113112023 W VV W amilt Lk : A � Raill-ek arm 1 299 I= a Lew a4littell L02AMEM ARPAMA awn 6 Th#rm&=Tru Ftwc;hms�e wO SanoonvElar M0,0ined [JUNO lanuatknRivoileuct Cpq- 12131CON No y6l YM Rwisloe 2KV Wp.G.1w,,R d�h*­ d 0--h-d 0- D.ro- K-Ih Jh� 9 Stales P� Arresee, P a IM3,12M 12A5M20 Approked UD . "�p, ir a F4g. Fltaw2l*�* DeRjN. Ceqr .0 I , .'Ah-L Sidelines ansAMVOLA�MQ: =� oxxc- corle"(W WD)763-W! PE-51737 (W4) 821-52% exwix Dws 6. STRUCTURAL , Z. .6-0 M �rhv�-Jrtv 12olpom NO ��e% WA S.IbCalllrpnrr� G.0-1 6.1,R*v 0- AswdWae� Nn canuill- doer korn fid"b"' Ett_ Re cori,olit Edge rehergases 9.0. 0- Pro Yes WwO 1,o� lar*dA,0hF[-,1 or a Nomoiit Flardf, Promisee] Entroo, Co > 0 COMPONENTS Corroomo E090 laberarays Sank, Door vith a""(s) (Ins%Ar4KMPJiW X0. oxor OXO Prollim Q?Ab &Iiaur Arriterved LU ur" AwrayndrarLiall kmaw MEMO INA niber or Now Unarm cRogm= Dun, 0"do Resistant la"'At" > A. WOOD CONNECTORS/ USP Structural Conn. see chart MaYlOw rvwwo G�azrro No yes V'ft JUA C .roo.a. Edge RibergI.- Double EW Rift or ANCHORS Simpson Strong -Tie see chart �W_ 14&*3a: M. Seght OeSN; No Yet Yet Itoor�5.00 goallon phlaor 0_ welm adw as xx . OXXD '0 Wmlcosmtf 23 ift*w. manoaW�th 14MS� 120 1 r1023 NO Y_ Yes -30.MV-3150 available In too *r Inkelmodialk, scellan. C:) 10 J rn-T. flber-O­i. and NorrOn.1 8"39 0 Apd.-Ir"d&c.,* GM,.ad lZrIvinon "a Y_ Y- WA B. TRUSS PLATES ITW Building Components Alone Truss Plates FL 1999 � 1 - F L! 999.4 NIA 12/3112024 124 14ma rau'".011moagn 12MAV�V ito yto yer a'siable In teia or "Hery,601sk udft� Camposii. ENe Fibblass Sloot Dear MiTek Industries, Inc. Truss Plates FL2197,1 - FL2197.5 NIA 12/3112024 III k- Theirmi-IOnr letart-Classoand Smcoth�trar MaNnal Glued i2rlii2ozli No Yft Yea WA Ctmpclsfre Edge Flaffoesir Saule D"Wih 12 1. lrr�lrw Flbef-Q�. Sh*oA-Sx%r 12*11202a No YR. C. ENGINEERED LUNIBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL65271 - FL6527�5 NIA 10/3112023 and Glazed Yea WA Connoting Etstid r9bersaiss Douive I;w ugm W Florida Coper"art Dustiness & Pnerfrastional P*gulodon 0 High Strength Concrete Lintels NOA 20-0630.15 RIA 911111/2023 mllitsin Welita linvAnlixtubviantiL Va 0,XKQ D. MATERIAL Cast -Crete Co of flier i W1 �Mfiiluma;ns) 13 m.rhaeors-7vu nlbw,�'Wsvia u4d Morrivag 549MA Olateo Yft Y. WA %loercil 09an Corinpossas Edilt Fib-oroes Se* Use, fl(1_A`9K)uWV x coefigutaii-N Buildiing Codes ardSandards I&MI PiroductApproval Application Detail 0- - Commercial Concrete Products, Inc, High Strength Concrete Untels FL1774 MIA 5125/2024 14 0. Th&�Tft Fbas-clavot "a Smoom-.3rat N0rrVrd 1401Z�S 1Owarnie'd, K,po� 1-1-d 12 Yes yes, WA kk*Wd CRF," Cempeaft EdS4 Flbetire� Sb* , "! , , , �, .. ...... ... C." *Kh Ghiev-d kNillod Open SlOrrillaw, I a: E t tec, OX or OX0 ­11ii-tions, IS ot ThnmraTru FIlawl-ressic ard Sroo",13tar 4-81 68*3S A ALqd1:k1R3Qd lla�M CgWd 121:tll�026 No Yes yirs Wx 21:111111 Verson yanithamung, Itallhaund lk FBGADWVYO-i Apdareall adve Wider! Co. C4.pas" Else F.be*- Double Do. " ll ­W0.ut 0-d Lidded Op. adat. (hisali§01154 frid! xx or OXXI-1 le"�W. 204 0wr"CivHLooIAAQ0 [w. Torn P** OL LLC Imashop'p-E 12MOM20 1291am 2a 1 ro -.Pr..d C.Migonl: E-twor Doors (641.494-2913 'S") SATI-rm r1moutaren Exaft� Door cwv,.Wd. is p� TI-Tru Flinw-""c Real Srenoth_51ar Nornnal figilin -,a srpat:IT"el &cuot 0Dftqu* I Z, a I r-11 z E No 1*. Y. W� 'comoome. EQ6 Rboolall amo. Deorwah moldid ;" arabdWA) The products listed below did not demonstrate product appro\ral at plan reloliew. I understand that atthe time of inspection of these products. the following information must be C�mp thilta IsMilhorl: C orrinte Cn k% rK or Lining FW,15374ul Products ar Qxo -fide rclmui� '17 Q� Ilorma-Tm Hoor-Classe am N�,Nhw sarkilaz 11quo'k,,rad"Ual, Op -quo rZ'$1fZ0216 r4l yes Y" Nfn a\tailable to the inspector on the jobsite; 1) copy 0the product approval, 2� gial 1% Autyando overused Vo "o AM#-"d for um tilluil Dirshorr CL Carrotetta Edge Fibernass Deribie Dw vd, or withautGutzed Mal ell Open s4ame. $47 SeV­d PA, d F15sh, Geel, and Loewed Onale and ln�k� of Y_ YR$ Nip 807� 7x)7, 721� NrT, _W I za I On`- $ Ar M Rcukb Deparlinent of Business & Nufarwitanal Regulation Papal M`1 UJ Building Coders ancl Standards 7 Product Approval Application Detall Floikia Department of Business & Professional Regulartion 02 Buildling Codes and Standards <7 (D r uc ppro a on Qft EnJoir a] 2M Alk gare P6111 293 Age xquilm 111waijiligNME GREW AmEm&ktm2 millAWIN Yal Aft" mag2aw BRM K&M Rievi- &12V F_3T Irldliernot J" Rasel-sid "arids-Da do SIGo - CER ifflaint-Dado OCCO - VAL litilaraza Ire2WX2* 11r4rA20 AoorO�" coriltiory- Enaft notes J941)4*4100 cft Ml"Vqo C-de Ilietty Det. Dal. Dh. P-Ars: Car. -Tim veryon Manufacturer mmmw_iimm xyluML& xedgm DIME EN 829--slial .1111disa _J IlAstasag.y! QftdfinqR�Ienee 11- A.-Ibl- r*sa_k6p0ehdc3a1`Wk� R*0aon ATIO Arnolimn Architectural SNI,in M klifth PE 1121712020 ilm W0110 41012020 apixo',ed Cornplt­ Nodbd, C.,K�A- lard, . LWg car catoW wrPows (71T)365-3300 whi-wctur-Aisounat� (711) 317-8454 APPLICANT SIGNATURE DATE awbilat.goly: isroo Mung bU�Q*rQNWd­ SHEET NO. QU4ft A I Pufar" Agarafto!Kula &MMSCALM "RAM WSW 961 L 4:10wnlo- N*- Prod"er 0...rko� Canheet 9,pliarleo DA, in Nvw outside rNfla litelod.4 I--. 8 W..k knisadl Mql alkarig Ga. 04114n02l Y. yt,R NrA I I M2 prisduet model Illurnber or H= In JIVMZ 2WM H Re~ B21firl 2 Is$ SH 5?x72 Fla Fitinge Freer, r.0, Olveo Hung I OW0WR5 No Yes Lanflinated Glass Awk 1 It PA lou -la—' (1) a) C— — M (:L) -4-- Florida Dispattlent of Business & Ptofessioml Regulation P.lan 6 W 9 Fill Dopertmord of Busirwass 8 Professional Rai$ufafise, Poo I 'Al Floillings Dopin"rit of Business & Professional Regulabon Fear I W I Ralkia raysidesal 49 f3lusirsuras'll ProfirriddlialrouRriguladion issan I au -0 > 0 Building Codes End Standards ors'12022 Baridirl Codes arid Standards --Wi Bulking Codes and Starribirds, I at'021 Building Codes and Standards I F"'MI = b 1 = (a) -0 Product Approval Application Detail Product Approval Application Detall Product Approval Application Delgill Product Approval Applicaton Culkaff L-- a- = 0- ' (D � � �- - -. - ; , : � � � - - : :� : -, , - -- - � � , , � : : , - ' -- I Ir � -- I - '; � I -- � I - - � , : : : : � L - -_- � � . - :� - � : � i i : . : : I : � I I I- - I . 11, I - . � . � I -­' I I - I . - - 11 - � � . r I . 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RE Si- ML Lerch, RE 11"W2 = IU-s?202a 14)VIIII-IM 12MUMX1 Apsr�d Arsir"All'si 2021 F II I n,A isr ass Jim Roswell Wart-Unde ECCD- rER blla�DaftslCCO-VAL I14o'1fWZQ 1 I rXYZIN ilmlirr;%) ApRi'0004 Comporrite Edge Rble'dreas Single Door callelaw irsn4v'ni (Nr�,-46"101) 'L 7,;G) 31 --Joia caregret, WvTds'� (711) 366,��'.uo PiI OiT�zV'111414 crabawy� Vanilows (941)48"190 (785) 315-�-Ifla) (lwssnngF�>udrwJng; X mrifillorrianign) lrnbcstAgI Pte'se PI'sovski(approuWfies a SubCataill shu*v�� a5frhwdg.�.d-CM IrLdricalialliar- Mug- jr(rimandarlialiviougot&e. 10 j- Thavina-Tru Fliderz1aissic argir SIncroth-Sar Niononal rA#39;9 &quot;Non,l mpeclAquot Gal 12tsi r2m NO Yes. No I C-01-Mithad! C.1111.0- U.* . Uking ep, Complian" meoge slaguatim Ill Irm a Carral,areciallitathad! CariNc~ Marl, & urging am Corripostra rdge Fiberglass Singis troor Will sk, Eta A narst s no d hda Kent, or � U - -4 Soe. sidelftel clueradregitcaftwieg; XO! OX a OXO f4aL.ffz-tftp$km p"'hi-0 F"la". 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Plans Review completed and apeved for comPliallce with the 20210 Fin' 7ih tdi;ioni by Debra Arm Mato PXMiG ell% C� s" sm— CL LLJ CL NN-0 0 w z __j z n March 6, 2023 SHEET N0. PAL, 1.2 (3) (3) Cn XD > 0 Simpson Strong -Tie 202D FBC Approved Products UpdaW 120011 El= Simpson Strong -Tie 2020 FBC Approved Products Up6sted $24-3XI020 Simpson Strong -Tie 2020 FBC Approved Products Updated lZr40rA20 PM-"- Re, Simpson Strong -Tie 2D20 FBC Approved Products 0 0 For dkei InM to 63 68T approvith; listed below. _C�IC For dw�l fri to all 88T approvals Isted below, For direct Ini to all EST lipmovals hoed reaw For dreel Oni to all "T Wrovalom Wed behow, "Z3 For additkorial hiformation regarding Plondws Statewide Prodiold Approval Swern and hitharxI)ads, Catinti Notice at Acceptance 41140A), Far addWim information regarding Flonda'S Starewide Produd Ali 6sr,,tfiiM and ririlirrnrOlidif, _-0JWJ Notice of tiocal:i Coif_'A� For wildiltdow information regarding Prodluct Approval &,stern and Marl-Mde Notice 011AMePtAnCis, INOA)l For adidtoi Information usgarding Flordia's Statewide product Pipprorall System and hilhurnZade Counly Notice ofAcceptarlice (1,40A). QUCK HER (D 4_5 FLAZ05-R7 11 HUS, HUSC sthos hangers Face -mount hangers available In widths ranging from 11.5?1 to 5. O)l 6w and heights ranging from 4611 O"to 11 *', Concealed flange a) -0 C) _$ZJ P_MggSAMLdgJ,M0kl;iLgLNaaLe EIR9W P-gagrilial2a AMA EM9112t NNW. diijai 2r Ham MORSIDescriotion Aft2l Eindusl d2� � Ulijawc'm h1glar. version (H USC) available for modeds having widthbqualt� or 0 1 l"Alan Stainless Steel Cc nersts & Mosul ry Screw (TTN-Si IM" diareterTriari stainless steel masonry screw I A21 � A2S, A33t A34, A35� A44 Angles 1 ET, ETS� BTH BrickThes, greater than M/1 6" k 2 APA211, APA4, APA6, APVA21, AP-JA4, APVAS OutcoorAc,-ents Angles 2 CMST12, CViST14, CMSTC16 Coiked Straps 121 I(IS series hangars Fiaco�nnount hangers available in widifis ralng�ng from 1.7t8* to 3- 0 0 3 APB44, APD44R, APVV6i APBOUR, APEM, APS88R, AP81;-10, APBli APi Outdoor Acoents Post Bases 3 CS14, C516, GS18, C520. CS22 Coiled Straps 518" and heights ranging from 9-114" to 16' 0 APV9-_4R, APVB66 APVB66R, APV888. APVB88R, AFrOB1010, APV8101 DR 4 CSHP18, CSHP20 Coiled Stialcrin 1:3 L3lLl`i.-15-SDS;, LGU3 03-SIDS, LOU525,SIDS Force-mourR hangers - IM 4 APDJT2-4, APDJTZR-4, APCJii ARDJT2R-0, APVDJT2A, APrILIJ-112RA, APVDJT24, CutdoorAccents Deck koc'lres 5 Cli CompressionifTension Strap 14 LU24, LU25, LU28, LU210 Face -mount hang ers C) M C) > §1" Prodgat Ngft Number gE Milling eMililig QMdII APVDJT2R-8 6 DSP, SSP� Tsgo :Stud to Plate be 15 LUi Li 07 Faria-mouirdt hangers Ln -0 E 0 1 SDII 01 1208B OutdoorAccents Connector Screw :5 AP� lH46, AldHH0R,AP4H0iO, Alai OutdcorAccenta r-niavyHlarger 7 Hl, HICH, H24A, H3, H6, H7Z Hit, Hl 6S� H1 $-z-, H I 6_2S Hurricanelries 16 LUS so ries hangers Face -mount hangers available InWdi ranging from 1-91 V'to 4- Q) (D AL 2 SDOVF2, $092112, SD10112. SDIC212 Strong-Olivai Connecbru Screw 6 APL4.Aii AFT4, APTS. APVLd, APi APVT4, APV76 OutcloorAccrents; L and T Beam-to�Cofurnai T-ier. 8 HGi HGT-3, HGT-4 Heav y Gird er rv--j oAm and heights ranging from 3" to I Cn 3 SD9112SS, W9212SS Strang-DrIve SO Connector 55,15cfew 7 APLH24, AFLH24R. APLHi AP_H2eP_APl_H2l0, APLH2l0R Outdoor Accents Light Hangers 9 HS24 Hurlicarta, riar 17 MGU3.63-SDS, MIGU615-50S, MGU5.50-SM MGUi MGU-�OO-SDS Faoe-mount hangers 4 SDCF2243t, SDCF2ZI 2, SM:F226i 4, SDCF22700, SDCF22858. SDCF224014. SDC;P TamberwiCid Scrii a 6VLZ BrxdkVenei Ledger Cortnector ID HS,32.SDSI,5� HSS_'2-SDS�i hISS2.3-SOS3. HSS4-';DS3 Heavy Stud Shoe 18 MIIJ series hangers Face-Irriount: hargers available in wifths ranging from 1-911 (Y'RD 5- Cn SDCF221 I�A, SDCFi SDCF271968: SDCF2723&8 9 CBT2Z. C2T4Z Conirvealed Elearn Tes 11 HST2, HS71, PST�5. HST5 Stahl Straps libl and heights ranging from 6-16tle' to 5 SDiCR2243', SDrP2.2512, SDCP22614, SDCP22700. S;DCP�42&FA,,SDCP22912, Strorg-Drivai SOCP I Ornber-CP Sorew 10 CJT3z, CJT4z. CJT5z, CJT6Z Concealed J011it I'k-- 12 HTS16, HTS2rt HTS24, HTS28. HT330. HTS30C. Heavy Tmst Strap 19 MUS26, MUS28 Face-ni hangers SDCPi SDCP221134, SDC-271400 11 Di A De,i Jamt Te, r3 HTsciii HTSQ`�,OKT�?, Heav,,T�osi 20 SUR, SUL SURC, SUI-Cseileshangers Showed face -mount hangers available in vkdths ranging from 6 5DHR2740(r SOHR27614, SDHR31400, SOHR31614 Smirong-Drive 6DHR Combn4r1ead Screry 12 DS Dry walh Stop 14 LFTA Light �fopr Tie Anchor 9118" to 3-9M 9' a nd heights ranging It orn 3-1 M Wild 13-$r. 7 SOS25112. SDS25-134, SDS26200, SOS25212, SDS25300, SDi SD325412 Stronil SOS Heavy -Duty Connector Scwew- 13 FC4. FC6 Frarriving0iiii 15 LSTAP L87A-2. LSTA15, LF,7AIS, 1.87A.21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed Varge version (SUAC, S1JLQ available for all double SOS,2550C. SOS2550D, SD52,5800 114 FWARZ, Foundation Wail A41glas 16 LS-HAQ, LST173 Straight Straps 2X and 4X modells; on ty acute flange is concealed. 8 SO1325112,1Z, SIDS25200135, SIDS2521255, SDS253OOSS. SDS26812SS Stron,7�00ve EDS Heavy -Duty Connector SS Screw GAI 7 GA2 Gusseet Angles 17 LT1i LTB40 21 U Seircs hangers Face-rroun� hargers available in Wiliths isiri horn 1-SM6"lic 9 SDAF2716, SDWi SDWFZ724, SEAMIF-2726, SDWF27,-�U, Sitrong-linve SDi Floor -to -Floor Screi 16 H2A, H-2_5T: H8, H 1 OA-2, Hl US, H 14, HGA I U Hurricari 18 LTS12 LTS16 LTSIFh Lli LqhtTwsi &'and heights ranging from 2.W" to 17 18 HCJT'Z HH4, HH6 Heavy Concealed hr3t Tt. Header ll�ani 20 PAS 7 Ni MST37, MST41, ldST60. NAS 12 Mild ium G Oder Tiedwir 13#aight Straps li 0001-11 19 hi Knee-Bric- SlabOund 21 Mi MISTAI 2, MZ-Al 5 MSTAI 3, MSTt A21. PJS7 A24, MSTA30, MSTA36 Mi stori Straps FL#IDM?-R 2U LV, L60. i L90 Angies, 22 hilSX2e, Ii li C52, Nii 1i 07� 51hraight Straps .U" FrodUrt Model, Num bar or Name Pmggm QMdation 21 LCE4 Po';t Cap 23 NISTC48013, Nli Pre-Bentstraps IS21 PZgdUGJ ljgijo� UNMkIC gC Nai E(29=2=1110M 1 ATR318, ATRIIZ ATR518, ATR314 Threaded Rods 22 li WSW, LS70, LS90 Skeyvable Angles 24 MSTi MiETM, MSTta,yi, NITS76i liT$TiJ7� Straight Steps 1 EA series hangers Top hange hangers available in widths tanging from 1 -WIT'to 7- 2 ATUD-5. ATUD15-2, ATUD9, ATUM-2+ ATUM-3, ATUDI 4 ATU01 4.2 Allunninum Take -Up Device 23 li AcIpshtle Sl 8tringer Connechaf 25 MS12. NITS14, MT-c!8, IvITS20, M7824C, MT830. MTS= MediurnTwistStrap 118" and henhilla ranging from 7-1 I`W'to 39t 3 BF-M6-2, BF!r2, Bloir2-3, EIPSf&2, BPW"� BP3(4, Bf -3,ui Bearing �Ilabaz 24 USS.261.2, U35J26RZ1, LS_1L12%2. LSSJ28RZ, LSSJ21ULZ:, L5SJ21ORZ Field Adjustable lack Hartaer 26 NCA2x`10-121 NCA21x12-12, NICA2sik-16, NIG,42001i RCA202-16 Bridging - DGSF: cones hangers Top flange hangers available inwidtinis ranging from 3--&Z'to 7- 4 CrOM/8, VW142. ONNiiii C"IJ4, ClNlA`W8-i12,0NVVW4a8 CoupkerNuts 25 LSSRI 81, LSS_R2 I � 1_SSFZ2 37, LSSR256 LSSR210-2, LSSfZ41 0 Field Adjustable Sbp"bkv;,%.li Hanger 27 RCWL3112� AC%IJ61 4 Viall Bracing 1 /8" and heighti ranging from V-1 W to 2C. 5 CTUM, CTUD65, CTLIDW CTUU76, CTUD70, CTUi CTUD67, CTUDW, CTLU07. Couptinil; Take -Up Device 20 LTP4 LTP5 Tie Plates 28 RPS18, RPS221 RPS28 Reps Trilate Strap 3 DGF series hangers Top flange hangars avallable, in widths ranging from I -113- CT1.09i CTUM 27 All ' 2'32, ML-24Z, th-25Z, ML28Z, ML21OZ Angles 29 RSP4 Stud ho Plate Connector 5iii and heights rarling from 7-1 W'to 24'� 6 N3. N4, ING, his Heavy Hex Nuts 28 MMH8 Rocit 1 ms-Darhrr 30 SPI. SP2, SP4, SPir,, SPS i is Srud;:JdhaT 4 DGHF sadiss, hangers Top flaruirs, harpors available intridthe ranging from 1-3/4'to 3- 7 RTUD3, RTUJO3B, RTUD4, RTUDi RTUD5, RTIU08, RTUD7, RTUD6 Rahchei Take Up Device 29 11 Hinged Roof Connector 51 SPH4. SPI-16, SPH8 Heavy Sud Palo Te 518" and Heights ranging from 9-1f4'lo 2C 4 TU09i Take -Up Device 30 MMLU-26, MIMLIJ26-2, MMLL1128, MIALU2a-2, MMU210, NINILU1211, MkILUr-49, MMLU1311 Face-McuritHargers 32 SSI�5, $525 5$3,554,5 2i $hire 5 EGS, EG7, EGQ saries. hangers Top flongio hangers availsible in widthis realging frarn 5-1/4'tcr 8- 9 TUVV35 Take-UpWasher 51 dac: Reop Roof Boundary I-Aips 33 ST9, ST12, STIS. ST22, ST-2-42, Z�FF212�, S1211O, ST2215, SST6215, gr=24, ST621A Siralght Straps 718" and heights ranging ftom 11 ` to 32-117", 10 URSS 31V' Oplift Rod Run Tiedown System 52 RST-3 Roof Tha_Oo,�r 34 T820� TWT, T 930, T1336, TR42, T248 TR54, T TB5D Temor Bringing 6 EGO sanim hangers Top fitirvi hisingers, available invopritrotanging firorn li�ldflrtid 7- 11 URS4 I f7li Rod Run Tiodi Sysirrern RTC227, RTC421 Iiiii RT044 Rigic Tie Connactore 35 7Ylii 71AS12, TVa!4 Wall Bracing IM" and "his ranging from I I -11X'to 32". z 12 URS6 Sff'UpJrt Rod Run Timi System 34 STC. STCT. DTC, HTC4 TrussCips 36 VGT, VGTR, VGTL Variable Phrin Girder Tiadown GLS Series h ".era Saddle hangers avrolgiolle, iniclihs. risingina froir 3-lX'ta6-71fi 13 URS6 X4` Up%-t Rod Run Tedcri Systern 35 TX,37, TJC57 Truss,lack Clile. 37 Yi 06-11 W-C, WS126, Vai 26G: VVS143 C Wall Bracing and heights ranging from 8-1/2" to 29'. 36 Z2, Z4. 244 Panel Stiffener CIIPS 8 GLTV series hangers Top flange hangers available in voidths ranuing from 3-114'to 7 118 and treggi ranging from I 1 11 to 3211 FLM0441-r� F11.4106311-iiii 9 H5 series hang" Top flarge haingers avaiti in "Oft larri from 1 -EV15" to 7- FLE0447-RS V2 arid heights ranging from 8" to 30' §W Er2dlto Molaii NW[Q ber 0: Narise Fillf(Julz Qgisionotton -d" EE2dusA Ift9liff. Numiii or Nam Prodtihi cincriptili 10 Hi series hangers Saddle hangers available in vdha ranging from 5-IX' to 8-7W W I D7T2 "old -down 9 Product filicided, Number or Name Product Descriellon I 137%55, Ci *37x7.63� CISH237xQ75 Concealed hangars tinging from 10_lil�ll to 't h'n and hegins r-gi 2 HOC1014, HDClOt22 Hold-down 1 AHEIP Adjustable hip -End Connector 2 DU� UHU, DH UTF seni liangers, Face-mouni DHU) arditop-ilange(OHUTIF) hangers 11 HGLT series hangers Topflange, hangers arrailable in wifts ranging from 3-1Wto 8- S H008, 11, HHDO14 HOW -down 2 IDSC2R-SOS3 DSr_2L-SC,_-- I DSC-SR-Si DS-:,-SL-SDw Drag Strut Con nector5 available in vMths ranging from '40116'to 3-9.16'and heights 7)3" and heights ranging from 7­112'tr'37' 4 HOUZ HDU4i HOLIS, HDUB, HOW I HDU14 Hold-dari 3 11 Gable Grace Connector ranging from 9-IM" to 23-15.116", 12 HGLTV senes ha rigers Top flange hangers available in wdths ranging from 3-114'lio 7- 5 HPA28, HPA35 SilIrcip-style pudin anchor A HCPl.e1L H�F`23 HCP4 Hip cornelf Plate 31 HGU3,03-SIDS, HG1.15.25-SIDS, HGU5�50473DS, HGU7XO_SDS� HGUT2�- Face-mourithargers 1/3" and heights ranging from Ist'lin 1,1," 6 LSTHD8. LSTHDi Strap-stirle hold-down 5 HHRC2-2� HHR04Z HHRC42-2: HHRC411�81 HHRC44 HHR-_5.2"_25 HHRC:5�3713'lz Heavy Hip to Rdge Connector-, $Ds, HGU:9.O0-$i 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/iff'to, 3- 7 NASA, Ili Foundation anchor map HHRO66 4 HGUS series hangers Face-mourt hangers availaillike in Wall rari from 11-5117. 9116' and heights ranging from 18"to 2.6' a MPAIa2, MFAl" Stmp-s" purfin anchor a H RCl -81, 11 Hip Rdoe Ctinnealor ZWO" arid he�ghtfi ranging from 5-WfYfo 112-716"� 14 HUSTF series hangers Top flange joist hangers available in wrilihs larging from 3-11iil"ta 9 PAIS, Pi PA28, PA35, Pi PAW Sfirap4li puriiii anchor 7 LRU'_*,fi LRU21i LRL1212 Rafter Hanger 5 HHGUS­-,-SDi HHGUS 50_�SDS HHGu5.62-SDS. HHGL17 00-SIDS, HHGU7_215_SDS� Face-mou nt hangers 3-9i"Iff'and heights ranging from 5�3ffi" to 10 Fi PAQ3. PA128. PA135 Shap-style purtin anchor a LSU26, li LSSU21 0 LQht Stopeable/Shrewablie, U Hangar HHG'1J9LQO_$DS 15 HUTF. HUC`rF series hangers Top flange [rangers available in widths ranging from 1-9116" to 5- 11 STH010. STHD1 ORJ Strap�sii hold-dow 9 TBE-4, TSEC Truss Bearing Enhancer 6 HHUS2&2 HHUSr28-Z HHU:;210-22, HHUS413, HHUS48 HHUS41 0, HHUS5-WIO Face -mount hangers 112" and heights ranging from 3-7116'to 16'. Concealed flange 12 STHDl 4- STHDI 4RJ Strop -stye hold-clowrt 10 TC24- TC26R TC28 TfussiClip HHii version (H UCTF) available fbr all mochus having width equal! to or 11 THA2R, THA213, THA218. THA213m2, THA2224, THA413, -I HA41 8, THAC418, THA422, Adjumbe Truss Hanger 7 HSUR, HSLL, HSORC, HSLILC raw- hangers Skswed facsi,-munt hangers available inworthgoanging from 3- gneater than ZU/1 6". THAC422 THA426.THA422-2,THi lf8" to 6-1/8'and heights rani from 4-31W'to 15-3f4'% 15 Fni sarias hangers Top flange, hangers available in witltha ranging from 1 -9116" to"7, 12 THAI 1 "2, THAl2.06i`22, THAl2, 1,12Z I'LIA!;122r'[HA1322,'�'Hk3�r?2, THA1422 Adjustaithe Truss Hanger -lured for 1-Josts Concealed Range version (HSURC, HSULC) available for all 113" and heights ranging from 5-3W to 26' 13 THAL422, THAR422 skov�rrd rrus, Hanger double 2X md 4X moi only acute flange is coni 17 I-rhi series hangers Top flange hangers: availialta in wiliths rangingi from I -91IM' to 14 THJA20� I-T1JA23. LTHMA Multiple Tr4i_-s Hungerra a HTU2$, H11.12S. HI U-21 0, 111`1.112E�2, HTIJ25-2, HTIli Face -mount; itangere in 1/2" and heights rang g from 5-',V8`to 32' 15 11-IJIM24-SX-1, THJM2-5-SDS3, THJU26 71-1,JU26-W Multi Trus- Hari 9 HU, HUD series hani Face -mount hangers available in widths ranging from 11-911 61cr 7. 18 ITS series hangers Top flange hangers sivaillable in vvidths rangingi from 1 ­9116' to Ir 16 TSBR2-24 Truss Space,-Riesteint 147' and he ights ranging from 2-M" to 19-1)4". Concealed flange Sii and heights ranging from 9.1 fW to 16' 17 VPA2. VPA25, VPA�3 VIDA35, VPA4 Variable Pitch Connectors version ;1H LIC),avaia-blei for i modi having width aq u al to or 19 J9 series hangers Top flange hangers avallable in vAdth of 1 .9116'and heights V Vallev Tru 5s Clip greater trian 2-9716". ranging from 5-3117-14', 40 kUCQl 81/9-SIDS, l­4JCQ1 HW4210-2-SOS. HLJC_0210-�-SDS� HLJCQ-:-Io- Face -mount hangers 20 JDA series hangers Top flange hangers available in width of 11-9116'and heigh. is SDS, HUCQ41ii HUC0412-SDS, HkJCQ5.25,i HUCQ5 25!11-SDS� HILICCIRID, rang ing from ii 6'to 13- 1 la" 5:U5, HUQ(;1ft12_5L)5 AM% 0 8 Z923 A V V Virtual Revi Plan, Assist, jl�ic Review comale for Compliance ' teLq alld ap�o'r vvit- h the 2020 a bY Fi Debra Ai Yth hialfir PX230 Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Updated 1 ZrkYMO Simpson Strong -Tie 2020 1 Approved Products Updated 12o!3,�Q Simpson Strong -Tie 2020 FEC Approved Products Updated 1 V3WM0 C=roir dInKi Inesto all SOT approvals Wed below. "& For drod inks to all EST wproveds lided below OEM For arrest Far dkirr� inks to all SST dip"ovi 11sled balosi, til" JR l For additional irrhami tainliding FloI Stelei product ApprovelEyetern arid holara-Dirdis irwirty Notice rO Xusp�sotpe lNOAl, For e4cluorhat information regarding Floi Staterwide, Product Appr" Spliern and Miarri-Dade Cox -Ay Nodee of Acceptance' N 21 LIS series he ngi Top Hangs hangli available in vooth ofl-911 i heights 18 _-1BVZZ7, SILB'4�.2.56, Sil.Mi S�LBY312, Top Flarge �oU Harmers 5 SET_XP Adhesive Ancha- tot concrete ranging from 6-ws" to 15-1 /Z`_ SIBV3,56, SILBV3.52 VLBV4-06, SILBV412. SA_13V4 M. SA-BIJ4-75, S,19V550 6 Strong-Rclit 2 ST62-48S, Si ftorlg-l�i, Wedge Anchor tdr,poricriste arvailati irk plartion 22 U5AZ senas hangers Toplilengle hangers availialtils In width ofl-Sterand heights 1921 EM 99 1129011, NuMar Or NAM P[20292 DP590plion: 19 Wl TZIQ "ITY22, S/1-TI-1-14, �i-r 14, D r n� Holdowns siteel and 'Typea 304 arid 316 grairie" steel ranging from 9-3M S'b 13-TS" I HHUS2110-3, HPIM10-4 Joirt I-Ingef 2f) %1.41317430, EVW-72 Straps 1 18 tri (10 gz(,, 7 7iten HD T HID-H, 7HD-HMG, THD-Hi THDi THO-CS, THUCS8,W., Too HD Heavry Duty Screw Anchor -for concrete and malsonry 23 LEGO, LEG5, LE07 series hangers Top flange hangers iinraijabla in wkithis ranging from 3.11Vto (1 2 HRSF,, ii FIRS12 5tapTiisi 2', 5P44 SPS Slid d Plate T es availablevfth hex head In carbon steelitrid Types'304 anc316 ,M'and heights ranging frian Q` to 33-IrZ' "I HUCO2-C-2-SES, HLC-Q210-3-SDS, RUC0310-SDS Joist Harger 22 SSP� DSP, TSP Stud Plate Ties stain[iiiss stei or virth countersunk head in wilson steel and 24 Mi MEG7 series hangers Top flange hangers avallable in widiths ranging from 5-110to 6- 4 THrB2z TlfG3133, THGOI-12, THOSH3, THOW4 jqmt Hanger 2$ STC DTC Tirus's Clip Type 316 strairilesi& Stre-I 716'and heights ranging 1119" to 32-V2' 6 THGQ2-S)S3,7HGQ3_SDS4 5. TH301,12-SID33, 7HGQH"DLS4 5, THGQH4 c-054 Joist Hanger 2�1, T90-2 Truss Brace D,_Voral 8 Titi HD Pod Coupler (THW76341 THDS M4RC,) Titen HD Threiaded Rod Couplerfor concrete Z5 MIT serw hangers , hi hangers available Or vMrbs ranging, from 1 -9116' to 5- Top fi-Ang (i TWZ W3-3, T H CPA114 -4 � T H 0 IN4 - 3 � T HDIN4 -4 �jioist Hanger 2-5 TJIC�ir Truss 14sck ronnectier 9 Tillers HQ Trisiroded Rod THM7212RH, Toir HD Thifeadrad Rod Hadrigerforconctele 11i and heights ranging fioni,G, fjX'ho 24'. THD50i THID110-21121RH) 25 PF, PFB. :>FOB, PFDSB so" hangers Top flaings hangers available in whom of 1-9sl(Y'and heights I Or Wei (WA) Wedge -All Anchor for masonry ranging lrcm3-.V8"tD7-1/8' FL*111473.RS FL-Mli9i 27 25 RR WP series hangers Ridge rather connector Top flangs, hangers available in widthis ranging ftom 1 -Wl 6" to 7- aggLg , wig Migidel. Hum per or Name Pli Prodiiii Description Sealif Product lilhodel. Number or Name PTWuct Descrijotion FL#JJMRO 1/8" and heights rarging 9-114' to 3Z% 1 DS7AL20 Douthe Embedded Truss Anchor 1 CCOW- A;2-SWHQG, GCOMA 62-SDSHDG,CCQJh1l5.50-S0SHDG, CCTQMI5�62-SDSG. r4asionty Pier Cap-. 2 KIR, FMRHI_ FGTRHR i irdi Retrofit A richor ccrrow.62-sna. c1_rTom5.sa.s:OsG, cxalor�.azsmG, CCCOW14.132-soi .12gj PiLggiscit bladet, 12um kU or Nilime Product Description 3 Hill, H16S� Hlt-2. Hld-2S Hurricane Tie CCCQWSO-SDSG 1 AT-XP AT-XP High-Strangi Acrylic Adhesive [or concrete or masonry BXW20-- 4 HETA12� HFTAIG, HETA20, HETA24, HFrA40 Ernbri Truas Anchor KCLC9-A3.62G'-Jri ECCLOti ECCL(AM5.50GAKI, ECCULOVID3 62G.KT, Masonry Per Chi -1 ET -HIP ET -HP Elsoxy Adhesii.,e for masonry 5 HETALI 2, HE7 ALI 5. HETAL2(1 Embedded TrLms Anchor &_-CLLQM1D4,bQUQ-KT. ECGLLQN1D5.5DG-KT, ECCLRQMDs.62G-KT, ECCLRQi M. - 3 SET_XP SET-XP High.St�ength Epoxy Adhesive for masonry kii EMOU13 N201, hunlign or bWm Ils P1211411i QWdRillm 6 I HGAM10, HM9 HHETA24, A40 Masonry retrofit connectors ErnbcdclLd TrLms Anchor 3 Kr, ECC ii IVD5 -50G-K T HGUM5.25 HGjM5.5t 1-11GUM7 00. HGUM7! F�ZUM9 00 4 Strongi 2 (STB2) Storl 2 Wedge Anchor for masonry I 2 ABA44, AIA44R. ABA4g ARA46R. ABAS6 AeA66R ABU44j A,3U44R, ABU46. ABU46R, ASU5-5. ABU5-6, ABUi�5, ABi ASU66R. ABU313, Adjustable Post Base All usta be Post Base a HHETA16 HHETA20, P-HEI UST2, LGT�-SOS2 5, LGT4-SDS3 Heavy OirderTedoi 4 25, LCiJM2&-,', _G(hi LGIlPi LGLIM26-2, LCLIM12&3� IL G1.117,4254, LGUW, 10.2 Heavy Masonry Hangers Masonry Beam Hangers 5 6 Than 2 ITTN2) Than HD i(THID-114SS, THID-1-166S, THO-CS66SJ Titan 2 -Screw Anchor for Concrete Ton HD HearvyDuty ScrewAnchor for concrete available in 304 ABU 85R, ABUI Of 0, AEhUl 01 OR, ABUl 21 Z ABUI 212R 9 LTA2 Laterai I russ Anchor LGUNQICC_3� I-GUM210-4, LGuM46 LGUM48- LGUU410 or 316 hi in less steel with hex beQd, a nd 3 116 stainless steel with 3 4 ABW44Z, ABW441i ABW48Z, AEW46RZ, A&Ni ABW66RZ, ABW7.7 A04, AC4R, ACI ACS, ACOR, ACEe Adjustable Post Base P�-Al Cap 10 11 META12, META16, METAI18, Mi META-224� Mi MISTAM24, MSTAi lvISTC1vi NISTCU80 Embedcred Truss Anchor Strap Tin fo�i f4dacirvy S MBHA3AB9.25, MEHA3.121`11.25, MEN-A3_55ifT2�, 108HA3.56AY25, MEHA3.51011.25. hQ*JA&,,56T1 1 �88, R?i S&I 4, MBHA&i 6, MSHA3.56118. MBHA5.60(7 25 Masonry Top Flange Ream Hangers 7 Tilen Turbo [TNT) counlersunkini Thi Turbo Screw Anchor for concrete or masonry 6 BC4, BC46, BC4R. BCO, BC6R, BC& BCS2-2J4, BCS2-3e Post Cap 12 IMT5MlG,Mi HTSM16, HTSM20 Twst Strap for Masonry MBHAS.5319.25, MBHA5.5OJ1l 25, M8,HA5.5W1l,W, M91i VSHA5,5W8, 0 C944, 080, CB48; C968, C86S r-,enteread Coli Post, NIFINA05,50M 8 7 CBS044-60-S2, CBSQ46­SOi C B-9066-SDS2. CES086-SDSZ CBSQWSOS2 Embedded Column Base 6 MBHIJZ.5619�25, MBHU' 3_66fll,25, M13HU3.513;011,11is, MEH10,66i NdftHLa5srl6, plasonry Beam Hanger-- 8 CC, ECC, IF= Serii Bolted column caps with Wl ranging from Sl M" to i and EL#4J49JM MMU3 56118, MEHU17,6009 25, MSHIJ-3 5WI.25, RASHU5 SW 1 65. M3HLi5_5Oil4, > W ranging from 3-511 to 7.112" UBHU5 30A 6, 141111 50M CC PM91101i Model, NUMber of Native Plpduct QMtription 0 9 COQ-S1),S_9.5, I7CCQ­SDS2.5 Saries; Screved column �,aps with W1 ranging from 3414�'to 9-112'and Ilia Prai Model. Nuri or Name. pligillitz D"';dgi I X14Bll0I1-5K)(JSl0l6.XlSrfOl6-4K XQIS1016,XQlBl0l&4K *40.18 Striong-DrIve X Metal Self -Drilling, TaplDing Screi with #3 W.21 ranging from 3-518" to 74f2" 1 OTTI Z (Deck Tension Tie Drill point 10 CPT44Z, CPi CPT88Z =_P244, Carcesdai PW Tie Suse, 2 FA 012, H01 9 Bolted Holdowns 2 XLQ1I4T=4, )(1-011491224-2K 4i Shong-Drive X_ Large -Head Metal Self-Orilling, Tapping il Ers1i EPM LPSW Enitedded 1poiA Base z "036, HUM 1-11076. 1-10913 Dated kicklowns Screiin with #5 Drill Point and Large, Diameter Hex Washer Head 12 EP54Z Embedded Post Base 4 HTT4, HTTS, H[TT5-V4 Tension Ties _Sog If Proti"cittifisdol. NumW*r Name Product DeN,!k)tkdn 3 Xfhal 14SI 21.24� XMQ I 1491224,2K 4124 24 ShorG-Drive XM Mediurri-Head Metal Seff-Drilling, 13 LC844. LCBi Embedded Cokinnin Base t:-TI4, LTT20B. LTM1 Light Tension Tea 1 5DNAr22ZkO, SVi tSLXW2243B, SOi SOWZ2500, SDW226W, SON22E38- Strong -Drive, 5UW EIRP-PLY and TRU55-PLY 5crewiii Tapping Screwswith #5 Drill Point and Medium Darnew Hex -14 LPC4ZLPCOZ L-silic. Post Cap I S-01W2267A 4 XQ 114 Sl 224, XQl I 4BI 224.2 Shi X1 14S1224, XQ 11291224, X01 I 2Bl 224,2K #12.24 Striong-Drive, X Metall Self-Drillinil, Tal Scraws vi #5 I Is MPS"Z MPSM Mppfia? Moment Fired Base 2 SDWi XWC156001 Sirong-Drive SUAC TRUSS 1kreov Drill Point i6 PB44. P11i PS46, PS66, PWAR Erntedoed Pod Bass EL#i MLBA SDWHIOXODF, SIDWI-1194OODS, SDY(HIOMD8, SIDWHIG80ODB, SOvVH11-0100005 Strong-Dirve Sti TIhA3ER­HE�(Srrovv r;i XUg4Sl(;l$, X04910116-51< #10-10 Strong-DriveXu Metal Sciff-Dirl1mg, Tapping $irrowswritin LWL 17 fi PBS41i P85158 Erincedded Pod Base 4 SDV4H274rXG, SOWH276UUG, SLIV0427101XIG, SDWI-127120i StrForg-Emv a S0.1i THOBIER-H EX HOG Screw #1 Crill Pont is Pla"Ai Pi Round Post Base Se9_9 PMiiiillct Model- Number or kii Prodillg Qm2d2jiari 5 SDVJSW�:112, SOWS16300, S104S`16312, _-A_Jvhi strorg-Dinve SLIJIVS FRANINIC S=ry 19 Ff-44-16 PC`48�18, PC48-16L PC(54�15, PiCei EPC44-16. EPL-:48-16. EPC4&18, Posi Cap l S251Av24,SIi SS!lx3l) 1.�03 A inchor Barth 6 SUWSISCOIJ, S01sVS1Q?lZ S06S22500 Strong -Drive SUii TUMBIER Screw OrterioF Grade) 0 EP084-16, r'PCbi 0 2 SSTB1 6, SSTB20, SSTB24, SSTe2S, SSTB3A. SSTBM. SSTISI 6L, SSTB2201, SSTB24 L, SST B Anchor Bolts SDWS'2200, SDAIS22900, SDAii 1 OW, SOWSM I 50� SDVV=l 20Q, Stw�=l 500 FL#35212(�RQ 2D Pi Pi PCEIZ, Pi PC8Z, PC8RZ. EPC4Z. EFIC4RZ, FmPCeZ. FPC@RZ EF`Caz, From Cap SSTB28L 7 SDv;.1S223'O0DFJ SDA�1�22400DB SD161VS220%QDi SOW13,7281i Strong-Dviver][i 710,111 $c:rvw (Exterior Grade) CIL EPCPRZ SDWS22'UQODp %MA Pwgai wigel, Elifillif kzu& Nifailig 21 PFS44-47. PPE44-6Z Post Ease 8 SUVM22212088, SOV-S2251-20ti Outdoor Accents Strui�luro I 1�giocd Screw 1 DSSCB4ati� USSCE46, OSSC848. DSHS Bypass Framing Ofift Strut Connector ei 1% 22 RPRZ Retrofit Post Bast FL413872-M 9 SDiAS2720OSS SOW-12740OSS. SO"NS275GO 86. SDVISV6WIS, SDWS2 7811 Strong -Drove sillvs T MBER SS Screw 2 F0343.5 FCB45 5, FC647 6, F01349.5, RC134 1 5 Sypiess Framing Fixae-Ctip Connector %L.4 U) SOi ODOSS, SOVvS27lZ0gS 5 3 FPKSD3451010, FPP-IS03421018, FPHSIg3Aa11D1ft-5K. FPIHSa3401214, 4101�1 8 a nd #1214 Sire ng-Drive FPHSO Frar7 ing-ti Bel- Agg A Phoduct Madal, Num bar or Name Product Description ID SDWV13400 Strairig-Dfive SLWV SOLE-1CI-Rl V Si FPHS034811214, PPHS03ABI214-5K DdOm Tapping Sore" IM FL*JOW6-Rr2 I CMST12, CNIST114, Chi CS14� CS16,CSIS CS20, CS22 Coiled Straps 11 STJ`,22 OrMbor Accei Hex,Haad 144asher 4 LSFC2-25, LSFC4.25, LSFi SFC2.25, SFC4 25, SIACCIZ Steel Frarding Con nactin r 00 2 HRSO� WiSft, �-IRS12 i FHA9, FHAl2, FHA18 FHA:14 FHA30, filDT126, (V571136, SlyAps 97 mil (12 gis) 5 LSSC4,25, LSSOS�25, S-SC2,25. SSCA 25. SsG6.25 MSSU_25� MSSC4,25. NISS015,25, Steel Stud Con nactors lime 11i MSTI60. M8 -172, SiMST27. SIMST57, SAIST48 MSSC4�Qfi V1SSC6_2`5K1wV < 1 FJk, FSA FOLIAdai Anchor I HTS-16, HTS2n, HTS'A, ­iT 5:78 HTS30, HTS,= Heavy Tytst Straps ELEIAMIM3 6 RCKW3, RCKAb 5, RCKW7 5. RCKW3S, RCKW6 6S Rigid Knee WON Cormeabr 2 FRFlP Flat Pe". Foundation Plate 4 LSTA30. LSTA36, LSTi4g, LSTI73, !AS rA9, Ni M.51 Al 5, MSTAI,9 ii W�TA24 Straps 41 mil (18 g aj 7 SCS43 5� SCS45 5, -40647 5, SC84-9 5, SCS411 5, Mi li 6 Bypass Ffaming Slide-ClipConnectior n 3 0114"� CW46-% G Hill", Gi 011410-6� GH/lU-8, Gki6e* 01-106-5, G11105-6, C-1-1138- order Harger LST09, LSTAIZ LSrAI5, LSA18, LSTA21, L5TA24, ST292. ST2122, 5721151 ST2215 Straps 33 mil (X @a) §SAA EE99(ti;t model, Hummfor M1111he Pfli DM=1011 8 SCS?2-5,V7 , SCSU-6/r, r SC__52_5M 18, $C2_61118 Bypass Frarin ing Con nactor hill-0 S,GHiSi GH810-8 6 L-31.)SIHS-25, SUBH3 F5 MSUP-443 n Sfidging Connector I AS 16, AS I SS-1 AS I 8S6 16,3a. Ttu%s Plates 9 9�_Vvll, 2113, SCW3_ 5 Head-of-Vilithill Slide -Clip Connector 4 GL86A, GLB5B GLB5C, GLBW, GLB7A. ' GLB713, GLB7C. GLB70 Gularri Bea." Plate 7 LTP5 Lateral The Plate 2 'A'S 2DHS ZJ ga. High Strength Truss plate 10 WC8 25, 5JCl 0�25, MSJCZ, 25� MSJC1 0.25 Staill Joist Con rectoirs 5 001175 12, Del 2, OLBT51 6, G RI-Tiple, GLBT520, GIRLT62) Dialect Bearing Plate LTS12, 0618, LTSIS, LTS20 Light Tvist Straps A A S-22 0 20 ga. Truss Plate 11 SSR31 5 1 a Bypass Framing Slide-CIlip Strut Connector 0 6 Hi HOLBS. HG1.8i Hi Heavy Glulam Bearing Plate 9 MSTA30. YSTAZIS, ST6215, ST6224� ST9, ST 12. -_T1 8, ST22, M5-1 Ii MSTC40, MSTC52 Straps 54 mil (16 ga) 4 141SHP w1ge Plate Cornealor 12 XLSH34131414, XLSl-17881414 914-14 Stiong-Urrve X�SH Shouldered Self -Chilling, loppiti; 7 HOT-2, HOT.,% HOT-4 Heavy Girder Titri 10 msi sTma Straps W mil (14 go) Screws &INdshism LL1 8 UFPIO-SD83 Universal I rDundabon Plate il Mi 2, MTS1 8, MTS18 MTSW_ Mi WS24Ct MTS3OC Mad iu rn T-Acist Straps 13 XQlSl 016, XQ'1700164K XQlSl 214 XQl 81214-3 SK, XQ76SI224, X07651 222.4-3K, 910,11 & 412,14� and Al 2-24 Sbrong�rxkwe X Metal S-4-Drifing, :�� 9 URFIP Untyariall Retrofit Foundation Plate '12 SV�, 56, 3181, _-A�LW6, SGZZ7, aS155,SI82 Old, SW.1 2,Sili Sla3 62, 6)EA 06, Top Flange Joist Hangers [LiNA U&R4 XQl I 4SI 224, XQl 1491224-2 Sli XQ1 12S1 224, XQI 12BI X3491 01 e-5K, Tapping Strowns < SIT14.12, WSCZ� SiBi $165-50 X1 81018, X11131)184K, XISI 214. XIS1214-3,SK la SFEA2,12e, SMA71VID, SEA_312A2. SiBA-112114, SMA4.101u_ SMA4.18PIC. T pis Fla ngis Jomt i Itsoliers. ume EaWu9tQ&MEk8jQn evi 1 8A 2, $IBA4, 1eJ1 4 1 Ei Adhesive Anchor far opniorete 14 1,41-11 A HurticanaTie 2 GA�, 0i G OPM, Si GDPAI-75� G DRV-100. 0 1 GiV-50, e,-W-76, 0 W- I UU, G-TH facteriers and assombili < 15 SMDSS. SFHDM, SIHIi S,440106, S(Hr,15S, &44D1511 Holdowns 3 PDPA, Pi POPA-MIG, PDPAT, PDPAT-K PRAk Pthi PINvih`P_�W, PDPAWL, PG-vvder�airruatedfasternirs. threaded studs, and assemblies 115 --MDU4, WDi -dHCUg, S?HDU1 I HolccAvi PDPAO�-Mi PSVIi PCLOPA, PEMDPA, P7RHA3, MHAA _J 17 &jCT, -1,114,JCT Joist Hangers 4 sj�::71 3G Adnewe Anchor tot concrere n SHEET NO. March 6, 2023 P A 1 Cn "IA I Ni).%DE COMNIn' , 1, 11 , � FkOOVCTC0iSF_CTT(X1.q PGT Indurtries. Inv 0 4L S_ 0-= kGT Ild (1) 0 0 I 1,90i SW- 26 SGVK R-,wm-'Vz -NOTICE OF ACCEPT -A -NCI: EVIDENCE _�k'UBAJITTED -NOTICE OF ACCEPTAYCE - EVIDENCT SUMUTTED (D 0- C-L DEPARTNMN-TOFRF-C,-LATORYA-NDECON039C RESOURCES WER) -MID= F�M& DUU-11,474 110J4"AND CODE, ADMDUSTRATIONDINISION N OTICE Of AC'CEPTX' iii EVIDENCE, SUB -NM TED (D (D iiiiiii CE OF ACCEPTAi (NOA) 11. Evidence subtairted tinder preiiotts NOA D. A. DRANN7NGS B. TESTS (continued) L Nfiawi Dade Department of Regulatory 3nd Economic Ressources CRER). (D U 0 PGT Industries., Inc. 1070 Technoli DTke. I. Nilanufactut&s die draurinziaridwcrioas� Test repxt ion I) AirInfiluation, Tm per FBC. TAS 202-94 0 (D 0 Nordi'Verd-ciiii.YL342"75 04), 10 te -102 ssureTesz.perFBC.T_AS_ -94 E�, ALkTERL-kL CERTUTCATIO'NS 0 UL SCOPE: 21 Drawing No. IM-5570.0- titled -Vinyl Sliding Glass D-oor NOA,L-Nfy�. sheets 1 5) Water- Rewance Test � per FBC, TAS 4202-94 1. Notice ofAcceptance No. l.".1528.14 issued to Vision Extrusion Limited forther 0 TUisNO.ik is being issued under theapplicablerules andregulaiians govem=_ the use ofconstructionniaterials- The t hrough 2 1 o f prepared b y man u! actu rer � dat ed I G 0 155. w ith mis im--. A da t ed 4� Large Missile Impact Tesit M FBC. TAS 201-94 Rigid PVC Exterior Extrusions for Windows and Doors-. dated 09:1314 5. 0 > U) -0 E 0 ilocurrientationsubmitted h�as been reviewed and accepted by Nfiam-Daide County RER -Produc t Control Sec ti to 04;05,17,stgned andwalit'd hili, A. Lyrul Nidlry� RE "I yrclic W, iad Pressure Loading M, FBC_ TALS 203-94 expiringon 09,30,19. 2. Notice "VE 1__ 61 Forced Extry"Iest- per FBC, TAS 20-04 of Acceprani 16-0920.08 issued toVision ExtrustotiLimired f6irtheir M 4� rnLs-NOAst-atlaotbe-%-andafte.-theexp'ux=datestmdbeL---- The Nfiatm-Dade County ftoduct. Control Sectiou B. TESTS -4 sTallation dqffm of -,,mvl sill mg glass door- piepar-ed along with marked T draw ings and ux 1000 Tan 202 and lighter Shades (Non-AINte) Rigid PVC Exterior Extrusions for k1n NlfianuDade Coi andorthe AM (in Dade C-mW� reserve the right to ha Ve this I � Test report on 1) Uniform StaticAir Pressi Test. per FBC. TAS 202-94 by Fenestration Testing Lab- lac- Test Report No� FTL 8549- dated 11'0615, silmed. and '"Indows and Doors", dated 11%1.16. expiring on 11129,2 1. product as material tested for cliality3wormi purposes� Ifthi-i proi or material fails to Mform, in the a ccepted -1.) Large N-Wsile Impact Teig per, FBC, TAS,201-04 sealed lkly� Idahms, Oitega� F E - (Test repost revised on 1 '1�04 15 and U1 1116) 1 Not ice of Ac ceptance N o. 1 �"152 8. 15 iss;ued to Nr isio a Extitision Lirdted, for their manner,themamdacturer wiU incurtheexpease ofauch testing aid the, AHJ -may immedisielyrer o1ce- vao dify,or suspend the use of such product or niatietiat within their jurisdirtioxi. RER reserve,�� the tight to revoke this if dewammed byTVZami-D;tde CouWPirodmt Control Section thus fails 3) Cyclic Vmd Presswe Loadingyptr FBC. TAS 203-94 along withmarked-up drawingsand m-sallation dograrn ofvinyl sliding glav-s door. prepared 24t4 & Test report on Air lafimation Tes;t, per FBC. T1 AS 2 02 Uniform Static Ar Pressure Test. per FBC. T_kS 202-94 -Brown Coated (Painted or Laminated) Alike Rigid PVC Exteri Extinsions for Windows and Doom". dated09,1311- V=zm09;'3W1 3-c acceptawe. it is that pioduct ormatelial to ineer the fequirentents of the apphooble budding code� by Fenestra t ion Testing Lab- hic, .. Tev, ed 2L 0 1 signed and 'Rq*iFTL8-7,17.dat 1 7,1-5, 31), W a t e r Rem siamice Test, per FBCL. TAS -202-94, 4,, Notice ofAcceptance No. 1"71102 issue.d to FNIERGI Fenestration Solutions USA, ThispreJuctis approved as dexabedhezein an4has been des4aed to conip!ywith the Flonda Budding Cock. sealed by Idalmis; Orrega. P. E_ (Test report revised on 02. 5 '11-il 6!and,01-2+16) 41 L arge Nlissile linpactTest per FB C. TA'S -10 1-904- '3040 - Inc. for th& "T.4-N and Lighter ShAdes,(Non-XX1Jte) Rigid PA"C'Exterior .inclWing the Higt Velocity Hurricane Zove, DF_-SCPJM0N:Se relies orcedl) Wwo 9(P & I &P coxnersUALL 2 Test report on 1) -Air Infiltration Teo- per FB4C TAS 202-94, -2 i j Uniform Static Air Prrssirr- Test7 per FBC. TAS 202-94 .51 Cyck Wind Pmstire Loadingper FBC_ TAS 203--8-4 arm along with marked -up drawmg sandins-tallation J gramoftaryl 51iduig glass door -prepared _k5 Extrusions hwWindows and Doors" dated 0911511C oTiring otiO104i'l. 155 Notice of Acceptance No. 1"7121. 04 zK-vtd to ENERG I Feriestra tirm S olutions USA. 'Extesti APPROV.U� DOCITIMENT: Dravia g No. ]NO-5.470 A Rev B_ wled "Viqy4,Shdin g Glas s Doo r NOA (LK".:diem 31 Vater Rest sance Test. per FB(�.TAS _102-94- In, Fenestration Testing Lab,� lnuc_ Test Reporn No M 8552 dated 121`�04,115,, sispied and, 4- Inc. fortbeir"Bronze, and LigitterShades of CapCoated, RjgidPV( , 1 through 11 of 2 1. prepared by-manufactuter- dxted 1005il 5 and last revised on 01-M121. signed and sei by 4) Large lAissile [Wact Test per FBC". TAS 201M - sialeid bv Id-almis Ortega. P. E� (Test return revissed on 0115,2016) Extrusions forWindows, and Doors"' dated 09�1 516. expiring on 04,46ii20. -A.Lymbidiller, Arc-ceplatice aumber aid expirotion d are by th 0�fianti-Daiury Pro &c t Co atrol Se c --w a, Cyxhc Wind Rnm-sure Loading per FBC, TAS 203-94 6) Forced Entn�ii Tesr� M FBC . TA S 20M4 Test report on I -) Uniform Static Ak Pressure Test, per FBC � TAS 202-94 11issile Impart Test per FBC'. TAS 201-1 4 21 Large I 6. Notice of Acceptani No. 1"712.03 issued to ENERGIFenestration Solutions USX Inc, for their ­NMtp Rigid PA'CExteriorEirruslons f" Windows and Doors- dated z drawings door, 0840.47, cxPirins on 02d28!18. Ifissik I tResistant AlISSRE BRACT RAM, La sler a ad S ma U wFac along withmarked-up and installation diagn, m of vinyl shdiu glass pnWed 3v Cvclic lliliad,presvvre Load Min- per FBC_ TA S 20=3404 by Fenestration Testing Lab- Inc... Test ReportNo. FTL 85 46. �,ated 11,06! 1 Is- surned and along with mark-ed-up drawings and insullarion diagram off vinyl slidaut glass doam prepared T Test reports Nots). 10-0027792(A). 104-3&W, - 3 527 4357_53-09� per ASTIVEE-94 Limitations: i See table 1 (sheer2) and table 2 (sheet 81 forapphi SOD unit sizes. destga pressures. reinforcements- t7ypies. sealed by Idahnis Ortega, P, E. (Yest reW revissed on 0 1,D4j, 16 and 02/ 1 li,2016) by Fenestration Testing Lab. Inc.. Test Report No. fn om (iziTkn, A-! rhiruA­22)�, dated, ASTNID 1929 and AS'MID-635, issued by EXOV, A to Vision Exrrusmi for cellulosic a glass types- sill riset (see tables 13- 1 & F-2. sheets 7-9) sad ani layout sheets requirement., in I Ithm 16 �� I FigidT.T.7hite PVC�_Tan(Nou-wltite) Rigic[AT andBrovinocated (Faintedor lamivated)white Rigid PVCw be Test Mal On 1.1 -Air Infiltration, Test. per- F3C. T'AS 20 494 -1 , Uniform Static Air Pressuar Test. per FB C � T-A SS 202 -9 -4 _j jj� Y0.4 11- 11 1 I 10, signed and sealedb�- jorge A. Causo. Pi E J�Snbtnhted 6161". 04) coulposite material. (Submitted uuderX0_-j.Vo. 11-010'�`W) z 3) Water Resisviuce TN. FBC. TAS 21021 Notice Acceptance No. 14-0916.11 issued te-Kitraray America, Inc. for their lob,eledperreferevAx-dNOA7snqt*ewews. per -94 8 Test report on 1) Air Infiltration Test. per FBC= TAS 210-2!-94 of 3� Epeas operable docirs must comply with a -tin cleat width or height per FRC requirement as applicable. 4 Large Missile Impact Test per F B C�� TAS 20 1-44 2'Uniform Static Au'Pressure Test, per FBC, TAS 202-94 -SeritryGlast, (Cleari and WhiW) Interiavej-7, expinling on, 0'7041 81� 4. Pock-ei underaqwateapproi to be tememedby'Buildma official 5) Cyclic Wind Pre-&_=e Loading per FBC'- TAS 203-94 -4) Wa t er Resist awe Ties t. per FB(,���, TAS -;20 2.94. 9- --Notice of Acceptance No. I&I 117. 0 1 issued to Kuramy Amer ic a. Inc - for their L.ABELr�G: Each unit shall bear a pemianeot label with the maudactureriii-tia or logo. city.,�Ute and sefies and 6) Forced Entry Test t m FBC. Tk S 1_02-94 4) Largge ]i linpact Tess per FBC_ TAS 201-994 J ro4oi t1traclear. Clear and Color PX7B hterl�Nvws�-_ vq3irm on OVM 9� f sillowiny statextient- "_Nfia=-Dade Counry product CoutroilApproved". noted hemin, 1 glass, door, prepared along -,vithnwhed-up drawings ia�dinstallarion diagram of-vins, slimag 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 LU RENEWAL of this,'NOA shall be cowkdere4 after a reine%val application tim, bein filed aud there has, beenno Rue by Fenestration Testing Lab, Inc,jest Report'N"o.FTL 8547 � dated 12/04`15:, mi d and, 61 Forced Entrs, Te st� pier FB C_ TA S2202-94 F� STATEMENTS change mi the applicable building code negatively affec i the pieffonnance of this proi tow TERXID�.ALTION ofthis NOAu-M occur afiver the expiration date or if thesehasbeen are-6ision of change indie 4� Test report on 1) -Air1riffiriation Test- per F3C_ TAS 20-2-94 alone with auark-ed-up drawings and instal-lation dogram of vinyl shdiag ghss dom prepared � (samp by enestration Tesuagg Lab. Inc.- Test Report No�FTL633 les A- 1 tbm A-5 . dated 51bldition (2014) and FBC-OhEditioa L Statement letter of conformance with FBC-^- (2017� issued by manufacturer. dated 0&14/17,. simied & sealed by Lynn lUiller P1. inaterials, use'andfol ninaufacture ofthe productorprace%. N1n use c ifthis NOA as at eadDrsemem. ia� ajW product, 2) Uniform Static Ak Presis"e Test 7 per F13C. TAS 20-1-0, 4 1 gned, and sealed Lry Jorge A. Causo. P_- E. 11- 2. Statement letter of no firtancol interest, dated 04, 1& IT issued byrtimnufacturer, signed forsak-s. advertising or atkyotbetputpiall automatic alh, *rminate this NOA. Failure to complywith aw ater Reststmce'Test, per FB(I'JAS 1-01211-94 61,0709) &sealed bv Lyan NMer. P1 wection of thk NOA shall be cwse 4-br termination andre=vk o4fri Larae iiiiii Impin Test m FBC_ LkS _101--94 3. Letter of lab compliance. pan of the above tea report& _RTESEAMN-T. The NOAnumber precededby the Arotds N-fiaini-Dade County� Florida and followed by the XDXT Cyclic Wind Pres� L - per FBC_ TAS 203-94 oadmg. C CALCULATIONS 4. RER Te--q Proposal No. 17-038T dated 05�D5,117. signed Vy, Ishaq Cbanda, P_E_ 6) Forced, Entry Te st 1, per FBC. TAS 20C-94 I- Anchormrif icatiost calcuIrtions and structural malysis, complyidg, with FB C-2014, done in its entirety. along with nwked-up drawings and in-stallation diagram of vinsirl slima glaL,, door. prepared - &-d on 021 ild. dmed and sealed bv prepared by PGT_ d red 121 :00) 1 5and t us m1c G. OTBIR LNSWECITO'N: A copy o f this entire.NLOA shall be provided to the user by the matmia=ier or its dissuftim and by Fenestration Testing Lab- Inc.. Test Report No� FTL 854S, dated 2,044 f- ugned and - -Andianyl-11i P1. (.5iffiniftred under.VO-4 Xa. 1. Notice m' Accept No. 15_1210.01� ismed to PGT Industries. for their Senes shall be av sdable fat, iumpection at I ejob ss ive at tbe. request of di e But], d in g Official. Sealed by Idahaks Orregx P, F, (Test a revised on 0 L'04,16 and 021`11, 16)= Pon (31azing coinplies, with ASi 1300-0.. 15570121770" Vinyl Sliding Glass Door (Reinforcei - LAIJ."'. expiring on "141,211. E-4. Ti NOA revises & ismewsNNOA420-0429-05 and coi of duspage, I aude%idetre pages E-1. E-2. E-3. E E-5 & E-6 aswrellas approval dccu=wute=ionedAbm-�e_ 1-.h-aq L Chwuda. PX� Ishaq L Ch:tuda� PX. Ishaq I Chanda, PZ The submitted docutuemuonwas reviewed by Ishaq L Clu nda. PJE. ProduirrConirrol I'ait Stiptriisor PrioducrConuvl 1:Wt $aperdsar Pro dor t Contral U,nja Suparvisor MIMI N0.44 ?;()-AL N-101 .1 1-Uli, cis 3A N11. 9\70, .'I-0.10F.03 NOA No. 't 1-0:0.0, Expiration D3tei Apr� 14,:0:6 ExtaradouDaw -April 14.202-6 E xpiradon Da re: Api 14, :0_26 Expiratio-a Date- Aprff 14, ' .026 _Npproral Datc.11arch :f. 1021 -Approval %ta. X-rarch 25.Zo! I Approv-21 Nte- NUreh '.'S. 201-1 ApproratDate: N.Larch _21t, 1021 Paz* 1 E -1, PQT Indusurim Inc. C'G1 Windows and Doors, Inc. PGT Indus tries I tic N NOTICE OF ACCEPT.AY C'E EVIDENCE SVB_WT TED NOTICE OF ACCIPT.kNCE.- EN XC1 -_SrB HTTED 4j�Qj_L(_`E Of ACK-LEJANCL. EVID12jU $UBNUTED 2. Evidence Submitted under previous submittA E. X-kTERLkL CERTIFICATIONS (continue) 3� N ew Ei id e nce Sub uaitted NlIC'518 bermal i 151� Quann. Pat IMPLI J_ _n coil�.Jlacth,ey' A. DRAAN1NGS 0. 88 1 BTU-iailbr� -ft --T. ASTNI F 122450 ASTM D-31985 Oxygerr-PassT ASTN4, E A- DRA-11INGS, 1. Drawing -No- MID-5570.0 R#rB- titled Ninyl Sliding Glass Door NOJA (LNfi,­_ sheets 2190 I-Cw- Dun. bildv-NNo Fog -Pass. (Slibmitzed underpre-ttaus NO-4-Vo. 1."409.05) 1. Drawitli _MD-5570.0 Rei titled -Tim-1 Slid ing Glass DoiA shetts I through 21 of 2 1. preim-ed byrnanufact-drier. dated 10.05115 and last revised on � 8 Therm;al, Coadui 2 22 3"Tu-in!" Thmugh _21 of 2L prepared Ix-- nsawfacturtq-,, daived 5; -and last te.vised on 001`0 1,21- 04,,C1120, We, d,audicak,,�d'b�-A.L,,,ma)whUerPl- 16. Quanei Part _Dju,iisjj complying with ASTNI signed and sealed by A. Lymu Millm RE hr--ft-'-T _A.S'T'I�f F 1249 XATIR-Pass� ASTNI D 1434 Areou Permeance-Pass- ASBI E Note- This rexmion couwtsrepla�eemerit ofsame existing ruitallahon scmw vvirithfilathead. B. TESTS 2189 I.G. D­lzability-No Fog. ASTNI E 546 Dew Point Deveelo-paiml 2�F in 48 hn. 1. Test reports, on: I )Air Infiltration, Test, M FBC. TAS 202-N, Lag 2)'Unifirmit'Static Air Prew-ure Test, Loadi peTFBCJ_kS202_­94 3) W. ater Resistmice Test- per FBC. TAS 202M (Subm flied, i ,`V0.4 15,0409,451,. L _'pi, cation 7- Vision Extrusions, Ltd, Parts complying with1VC-AA_NLk 303-13- Volwitary S, proi for " TiSion EXrr, IS1.3ris T _td -VL -1 bv for Rigid Poly-n-a-VI Oflondee (?VQ Extenor _ . X - 8� TESTS 1. None, 0 8 2023 1 21K VR/ 4) Large Missile InVact Test per Fi TAS 201-94 �5, CyClic Wind Loadingper FBC, TAS 203-94 AANIA Feneqn. tion Exterior Profile Cievification ?rograni (�'nbwiffed under A-0,4 N�Q, 15- 040-A 05) C, C AL C UL ATICYNS ) Pressure along withmarked-up drav�ings andinstallation, diagram of all PGT Industries- Inc. 8- Vision Extrusions- Ltd. Pan s compbTing with PV C -.AA3%Lk 3 0 3 -13 1� Noi Virtual Revie w Assist, inc. repres'eilla units listed below and tested to quahf�y Dowsff 1, 91 and Dowsil 983 silicones, (Subut hYed tinder _V0.4 Aa 15-0409,651 D. QUALITTY A Plaris RmeA, completedand ir�prov d for compliai 'ov Pce %ii flhe 2020 F8C 7il� E (3) prepared by Fenestration Testing Laboratory, Inc., Test, Reports No. FTLi PG�T PW55 20 PVC Fixed Window (unit 6 in proposall dated M0344 9 PV 303-13. Volusitar� Specification. for Rigid, Plotynlinyl Cbkrirde �,i F-ocrior 11 Profiles for, Vision ExImSticas. Ltd-ATEX-1 by LAINUL Fenesn. tion, Exterior Profile 1. llam�-Dade Department Of RitgUlatory and Economic Resources (REER). by Belira Mine lf�ahrN23­0 �t A 00F­ U) FTL-20-2107.1. PGT SGD780 Ailuminunt ShdkLy Glass Door (unit .7 in proposal) FTL-20- cer tfficat ion Proof X-A 2107.:� Pi CA740 Akm Outswing Casenvat Window (unit 8 in proposal, FTLi-M 10. Notice of Acceptance No. 18-1217-14 issued to Emip Fenestration Solution, USA� Inic- for E. CERTIFICATIONS 210 7.3. PGT PW7620A, Ahnnimm Fixed Windour (unit 9 in ptopcs-31) and lFTL-20-2107.4. their -1, an 30140 & light, shade (tion-vi TkItite Rigid PVC Lxter� or Extrusions for, Aludoi and Dauus". expiring on 01OV-1 I L Notice of.AcCeptrssi e N'oi� 1-0-0305,02 is- teid to Futraray Ami Luc. for their, "Trosifolit U-1trairlear, Clear, and Color PVB Gliass 1m:erlay*rs-_ expiring on 07.V&-24. > PGT n7620.41 Alumitium Fixed Window (ustit 10 in proposal) dated 07; 11,210- all sLcwd 0 and sealed b_y Idahnis Ortega- P.E. 1L Notice of Acceptua-ze No- r84122.02 issued to Eneryi Fenestration SoMion., USA. Inc- I -or ­M1W X%"Midows 1 Notice ofAcceptance No. 17-0808.02 issued toKw-aray Amer Via, Intic. for their 111fte), C;1ass Interlinvirs". 'expiring 07204123, C. CALC, U LATIaNs their se mi FAgid PVC Exterior Extrusions for and Doon",, expiring on, and, on, 3. Not ice or Acceptamce N o. 18-1106.10 issued t o Vision Fxmzsions L&Wed for their-Bro vvu I- -Awbor ierification calcm1ations and smxtml analym cclmpl�W with FBC 121 Notice of Acceutance No 104, 2 0 3.03 issued To Enff g i Fene-st ratiort S olutiou. USA � mc - for C'oated (Painted or Laminated) White Rigid PVC Exterior Extrusions for NNtudiDws Edition (2020). dated 04r222PX prepared by manufactitm. signed and sealed, by their -Bronu sk light shade cap roated White Rigid PVC Exterior Extruslons for and Doors". expiring on W 0 AnthoikyLynnNfiller, P.E. Witidowsand Doors"'. expiring on 4 NOti0c Of AICclept ;=Ce N,01.18-110CII issued to Vision Extrusions Luinted for thek series, *on __3 Glazing contplieswith ASTME1304". -09. -12 and 46. -VE 100 Tan 202and fighter sbades 07 -White) Rigid Cellular Pizterior ­0 D. QU,.UJTY ASSUK-UNCE E S TATEA E EIN T S -Edition Eum WkIns forAYmdows and Doors-, expiring on 12,29 L 0 Mianii-Dade Depairtmem Of Regulatoqv, and Econoutic Resmirces (RER)� , FBC�� '711, C1020). dated 041�'21­20 issued by 1. Statemew letter of conformaiice to pled and sealed byAnthony Lymn!%Idler, RE. manufacturer, su F. STA TEAMNIS E. 1M-MAI CERYMCATION'S 2. Statement letter of no financial inteteist and Ci independem- issued b�y manix1facturer- dated I Statement letter of confomiance to YBC 76 Edition (20-10), dried 021*01M_ issued by 1. Notice of Acceptance No. 19-0305.02 issned tD Kuraray America. Inc. for their 044 S;X signed and sealed by Anthony L,,,-m P -E. manufamrff. signed and sealed by Anthon�y Lyron Miller, P�E, U) 'TroisHott llwacleat-., C fear. and Color PX-B Glass luterl4vers­_ expiring on 3. Privi-ate Labelkv- Agreemeni dc�cutrrar bit, Pl'j"T. dated 0330,:115, and sagised b-v all 2�. hilvatie 1, Wig Agreement dalied 01VS.i2l, bet-ween PGT` ladustries. luc_ and CGI 0,%'24. involved parties Windows and Doors Inc.. si=d bv Dean N-1 RuarL P-E - V-P. E on behaff of co Notice of Acceptance No. 17-UO&02 isawd to Kuraray Ame a. Inc. fortheir Ai IV both cony-vailies. - < SeanyiGhist: (Clear and Xfte) Gla�ss Intntayers", hin on 07,*C23. G� OTHERS Notice of Accepitance No. 184106.10 imied to Vision Ext-usions Lainted for their -Brown L -11us NOA revises NOA# 17-0410M (PVT iv and updates to FBC 1010 (71*Editiort) G_ 01 E11_RS -CGI), Coated (Painted or Laminated) Wbite Rigid PVC Exterior Elffustous exip 0 4�21 22 1 1- Mlis, N(J k veviws & renews INO�k3� 20-0429,0--5 (K-A wi Viring 04 14�216_ e� for '"'inittows and Doors". ex-ptring aii o0si-301,124 21. RER Test i-voposals *19-115-5 dated 01:1020 appron-ed by Ishaq I Chani Pi expiring The cutretit associated PLA CGI file #21-0205,01, expirw Nill 4,,,26, 4. Notice of Acceptance No. M1106.11 issued to, Vision Ext'nisions; Limited for their -17E series 1000 Taii and fiebter shades (Nitta-Whitet Rigid Cellular PVC Exteww'T Extrusions forlAbdows and Doors'-. expiring on 1129.121. < ji, Ishaq L ChAnda, PX_ 17haq li, Cbauita. P1, hhaq 1. Chanda� PZ Pioduct Control Unit Saparrvor Praduvt Control Uuit,_Sup#r%i2or Product Control Unit Superrisor so.k NO- 21-010-03 N0.1 No� _114K)S.B < N"O.AN0. !1_02i ExpirationDate- :Vpril,14.20.6 Expitation Data: Aph-1 14..*0!6 __j ExpirationDaw: Aprfl14,!0!6 APO 7 ON, al'D I fe l� klm reb N'. I APIM01i''31 Dite,� Starc L :S, 210111, 4�prov:d Datc Ilarch I.-F. !02_1 F -6 E 4 SHEET NO. March 6, 2023 PA 1.4 C/) _(10 (3) > MijkWDAM- MIAMI-DADE COUNTY 0 11 = (D 0- 0 0 PRODUCT CONTROL SECTION Cast -Crete USA. LLC Cast -Crete L�SAJTLC Cast -Crete USA, LLC %-- CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SNY 26 sveo, llwul 209 BOARD, ANDCODE ADMINISTRATION DIVISION Nnamil, FWri&C,;.:� 17.�-2474 T(7861315-25WI NOTICE EVIDENCE SUBMIT'I'l?,I) NOTICE OF ACCEPTANCIE: EVIDEISCE, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE (NOA) U) 1. EVIDENCE SUBMITTED UNDER PREVIOUS, APPROVAL #03-0605.04 1 EVIDENCE SUBMITTED ]UNDER PREVIOUS APPROVAL # 12-0209A2 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 5 t- Cast -Crete USA, LLC - 6324 County Road -579 A. DRAWINGS A, DRAWINGS A. DRAWINGS o 0 r— Seffner, Flotida 334584 1. Drawing No. FD4612. titled "Precast and Prestres-ved Lintel Details" sheet I of 1, 1� Drawhng No FD4612, titled "Precast and Prestressed Lintel Details ", sheel I of 1� Drawing X6. FD461�, titled'Precast and Prestressed Lintel Details sheet I of 0 prepared by Crakg Parrma P E_ dated March 24� 200=3 and Drawing No. LT4612.. titled W 1, prepared by Craig Parrino, P E., datedAdarch 24, 2003 and Di m Ing No 1, dated 03124103 and Drawing Xo. LT4-612, titled "Cast -Crete 4 6 & 12 C) M C:> > Cf) -0 SCOPE: "Cast -Crete 4 ", 6" & 12 "Lintel �Fafie Load Tables". sheetv I through 3 of 3, prepared hy L T4 61 2� t itled "Casi- Cre te 4 ", 6 12 ­ L I ntel Safe Lo ad Ta bles sheets I Lintel Safe Load Tables". sheets I through 3 qf 3, last revision dated 06112114, all E (D 2 (D This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P. E_ dated March 24. 2003, last revision #1 datedApril 28, 2003 both through 3 of 3, prepared bj, Craig Parrino. P.E., dated March _24, -7003, last prepared, signed and seated by Craig Parrino, 1. E., on 08/7 9114, C/) — cr) The documentation submitted has been reviewed and accepted by Miarni-Dade County RER- Product Control drawings,signed and sealed ky Craig Porrino, P. E. 1-evision dated March 11, 2008, all signed and sealed by Craig Parrino, P.K. on -C= cl I— CO < Section to be used in Miami Dade County and other areas where aflowed by the Authority I -laving Jurisdiction B� TESTS A,farch 2Z 201,23- B. TESTS (AHJ)� 1. Test testing (�n� 4 "", f5" 4"t 121"' PITC,Ust Concrele Liniels illeciano None- This 'N�OA shall not N-- valid after the e.Witation date stated tvlow. 1"he Ndiarni-Dade County Product , �ontrol Section (In Miami Dade County) and'or the AIU (in aTcas other thaii Miami Dade County) reserve the right to have Unfilled jkhpdel�, total qf (13) c��oncrcle fintelspecimens, per ASTM L"_52 9- 9 4, 1,�repated �y,41,,)1,)1iedRcsearch Laboratories, Report No, 30404-A dured 04/10,103, signed eIrld B� FEISTS 1- Alone. C. CALCULATIONS C alculationsfor Cast -Crete Lintels. dated 08/191-20,14, pages 14,201 through 14.236 this product or material tested for quality assurance purposes, If this product or material fails to perform in the sealed i�y Christopher A. blanion. P- E. C. CALCULATIONS prepared by Craig Parrino, P.E_ signed andsealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AUJI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves. the fight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material C� CALCU[LATIONS 1. Calculationsfor Cast-Creie Lintels, dated 05129103, 207 pages, prepared by Ci-aig j� Alone, D� QUALITY ASSURANCE D. QUALITY ASSURANCE 1. Byh-liami-Dade Coun�v Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino. P.E., signed and sealed ky Craig Parrino, P.E. 1, By Miami-Dad-e County Department ofTermiaing, Environment, and Regulatory,,Iffairs. Calculations for Cast-0)ete Lintels, dated 05/29/03, 140 pages, prepared ky Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with flic- High Velocity Flurricane Parrin a P. E. . signed Gild settled kv Cra ig Parrin o, F. F_ E MATERIAL CERTWICATIONS 1� None. Zone of the Florida Building Code, DESCRIP110N.- (Cast-Crete)4", 6" & 12" High Strength Precast and Prestressed Concrete lAutels D, MATERIAL CERTIFICATION- L Alone, F. OTHER Ar PROVAL D(>CVME,.NT, DraSyillg'No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quali�y,�Otem Alunual,for Made Precast L imels re vised on Afeiv 1, F. OTHEII 1, Letter ftom Cast-C 'rele USA, Inc., dated 08/1912014, si�med and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612,titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cao-Crete Corporal ion. dated February 03, 2 0 12, signed and sealed Parrino, P.E., cer*ing compliance with the Florida Building Code, 2014 Edilion. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last i Cast -Crete Quality System Mativaijbr Prestressed Products dated 2002. by Craig Parrino, P. E., cert�&ing compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed bry Craigg Parrino, P.E., on January 22- 2019, all bearing the Miami -Dade Countv Product Control Revision stamp with the Notice of Acceptance number and the expiration 2� EVIDENCE SUBMrFTED VNIIER PREVIOUSAPPROVAL 9 08-0320.09 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-08211.18 A. DRAWINGS date by the Miami -Dade Countv Product Control Section- A. DRAWINGS 4- EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. Atone. z MISSILE IMPACT RATING. Large and Small Missile Impact Resistant 1. Drawing No. F�D4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, A- DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturces name or logo and the Miami -Dade prepared �y Craig Parrino, P. E., dated Mcirch 24, 2003 and Drawing No. L T4612, titlect L None. B. TESTS County logo, "Cast-Crele 4", 6 " & 12 " Lintel Sqfe Load Tables ". ihipets I hrough 3 qf 3, prepared bY Craig Parrino, P F, dated 14arch 24, 2 003, last revision dated,%urch 11, 2008. IL rEST,S L None. RENEWAL NOA be has been filed of this shall considered after a renewal application and there has beti i no I None. C. CALCULATIONS cha nge in the app) icable bu ilding, co�d e negatively affecting the perfort-nance of A is product. B. TESTS , I � Xone, TE, RM INATIO�N of this N OA wi 11 occur after the expiration date or i f there has been a rev ision or ch arge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of. 'any 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Afiami-Dade Count)? Department of Regulator - y and Economic Resources (RER). any sectionof this ITNIOA shall be cause for termination and removal of NOA. i. X, D. QUALITY ASSURANCE E. MA I ERLAL CERTIFICATIONS ADVERTISEMENT. The NOA number prevAed by the words Miami -Dade Counh, Florida. and followed by D� QUALITY ASSURANCE L BY Miami -Dade Count); Department of Regulatory and Economic Resources (RE& 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1 By Miatni-Dade County Building- Code Compliance Qffice. be done in its entiretv E_ MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A ciopy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. L None. Crete VSA, Inc., dated OM)811 7, signed & sealed by Craig Parrino, P_ E This N'OA revises NOA. # 19-013044 ,and consists of this page 1. evidence suhtnitted pages F',-], E-2, E-3, E-4 and E-5 as well as approval document mentioned above, 10 it' 11 LAI/ A - Aeliny The Submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. ��felm.y A. Makar, 11�&, IVLS� "Y1114diny A. Makar, P.E., INC& A.Makar, P.E., M.S. Proiluet Control Section Supervisor ro Ct Control Section Supervisor P (C Prod uc�t Control Section Supervisor NOA No. 20-0630.15 ff�IA.MSRE �COMM NOA No. 204630J,; Date: 09/1112023 NOA No. 20-WO.15 NOA. No. 20-4*30.15 Expiration Date: 09/1112023 Expiration Expiration Date: 09/11/201.3 Expiration Date: 09/11/2023 v Approval Date: 08/20/2020 Approval Date: O&P-012020 Approval Date- 08r2fl/2-020 Approval Date- 09120/2020 Page I E - I E-2 Cast -Crete USA. LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBNTITTED 7. EVTDENCE SUBMITTED IJ NDER lilt EVII)US A.11 PROVAL N 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1, JVrone� L None. B. TESTS B. TESTS 1. Alone. I- None. C. CALCULATIONS C. CALCULATIONS IvrR1111\ 2023 L Alone� & QUALITY ASS I �,RANC.',E, 1. B"t, Adiami-Dade Nparionent ofRegitlarory aIld Fconoink� Ricyources (RLI?). L Alone, D. QUALITY ASSURANCE 1, 1�y (4�uiyfy Department q)"' RegulatorIv and Economic 16?SOUrces (RER)� '1_X 0`113(Rev�ew Assist, lqc. P"ielv C�OWI*`eti aid afilprove. d N4p 2�ji"O FE, 71,� Edijo lJor 0 'I E. NIXTERIAL CERT11FICATIONS E MATERIA], CERT'llICATIONS k, AW3V PXLlil .1. None. 1. Nona (D (D F'. OTHER L Compliance Letter with the F7orida Building Code, 201 Edition, issued by Cast- F. OTHER L Compliance Leiter w* [he FloridaBuilding Code. _20l.. ith Edition. issued by Ca5t- U) Crete U54 Inc., dated 08108117, signed & sealed bv Cra' Parrino, P. E, Crete USA. Inc.. dated 0&'081"l 7. signed & sealed by Cra�_-- Parrino, P. E. s. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 n Compliance Letter with deFlorida Building Code. 20 76 Edilio4, issued by Cast- Crete USA, Inc. dated 06iq 1/2) 0, signed & settled by Cra4g Parrino, P, E. > 0 A. DRAWINGS 1, Drawing No, FD4612, titled "'Precost and Presl,Ndssed Lintel Details ", sheet I col" > 1,prepared by Cra�,,q Parrino, P, K 1, daledXIarcli 24, 2003 and Drwving No,, LT461Z titled "Cast-("' rele 4 ", 6 12 '' Lintel Safii Load Tables ", sheets I through 3 qf 3, prepared by Craig Parrino, P. E,, dated A4arch 24� 2003, Iasi - revision dated June 1Z 2014, all s Igne d and sealed by Craig Parrina, P.E. on C) January 22, 2019. =3 0 B. TESTS 0 1. Alone. C. CALCULATIONS 1, ATOne� D. QUALITY ASSURANCE L Bv.Aliami-Dade County Department qj'Regidatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None. —0 F. OTHER L Article of Conversionfor a name change. L_ e—" LU (�-Aei y & Makar, P.E., M.S. HvIiny A. Makar, P�L, n& < Z Product Control Section Supervisor Product Conlri�l SectiolD Supervisor NOA No. �20-0630.15 NOA No, �20-0630.15 71 Expiration Date: 09/11/2023 Expiration Date� 09/11/2023 < Approval Date: 0812012020 Approval Date: 09/20/2020 _J C-4 E-5 SHEET NO. it I I March 6, 2023 I PA 1.5 - - - WAilTriR A. ITUH,Jk,RE� z __ - / CO Ill Z_ L� TILLrr TE"1116 & ENGINEERING 0 PRODUCT E ALMAI[QN REPORT - REPORT Ill 20-0728,01 DATE=! July 28,20210 . ____ filtecooWLl ?02 L-i, 44W J,l r , t L I,,, - �­ W�,' I�l PRODUCT CATEGORY, Shutters PRODUCT SUB -CATEGORY, Storm Panels PRIDDUCTNAME- 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- QJQhaLRr*Vr.Aan Proldom MG, 48W SX, 51 Street Davie, Flondial 1. - PURPME20f-f-VALMAT ION: This is a Product Evaluation Report Issued by Watter A. Tllllt Jr., P.E. (System I D # I 906) to the Gfordal Protectl on Prod urts, LLC, Rule Cho pter No. GIG20-3, Method III) of the Florida Department of Business all Proflosslonall R"lulatiorl This prol is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of IN Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to I hat required by the Codo, Tlois ProdUat Evaluabon Rlapolrrsha0f !be subject to review and revision In case ol a Building Code Cheri that may affect its limitations and conditions Z_ =jRVMCE MUUIW-. 2.1- PIR MCT EVALUATION DOCUMENT CP�.F_ D ji; Drawing No. 20-176I tiffed "20 GAGE GALVANIZED STEEL STORM PAll sheirl 1 thru 26 ol 26 prepared by Tiilftol [no., signed and sealed by Walter A. Tillit, Jr., P,E,,; dated 07/28/2020, This drawing Is an integral part ,N-M Evallul Report. ""'i & P�, .­ _ � �7_?l -7 If' , - ,,� ze-1-a S I 0- 1�'­­­,lh,�,=l , A t il� OCEN "­&- � i I. ' �_ � - ­,11 �� NG� 44167 - *' I . � . * . � wr� , R - � E�li'zop�mfl �l',% `V-�4"',-_� ... � - - - ,CS �� ,; � � 63,55KIllill 36th Street, S'l 30, bdisrn4 Mil 33166 - Phigre- (30-5) 871-1530 - i TXV TW ra�. T I RE .�_ &LJ_V&aLQl - 2.1, TE $ T RJE PC), R 7 S � 1, �Nlpis, nirrissille turpaicl All falifigi friadt liesug weng f,iturforined undee Protocols TiAllill ,201 . I 203 as pet section 1626 of the Florida Building Code- UtElforinstatic loads all per TALS 2202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911-096, ilill dated 0911811996, #9I dated 09/20/1996, all three signed arid sealed by Hector M. hledina� P.E_ Fot�astratlon Testing Laboratory, Inc, reports # 2032 dated 04116li and # 2126 dated 10/05lir 1 ql�llff Witini _;,cp ,KJ by Giliber, Diamond, �F.E and Report No. 0219.01-12195 dafed hillarch 4,200q,sl[gE,rg:f arid sq.-kated by Edt"I'Llinido Largaeoplaida, PA.-� erid Henry Hattern, RE- � Terililife les', report No, 9CN`I-iQ_7 by GO Metallurgical, frill dated Marcli 11�, 2000� s�gned and sealed l Frank. -rate, D.E. Z.5.STRUCTURAL SNMNEERING 4�AL,CU.LAT1_QNSz .- On 20 Gage Galvanizee Steel Stailin Panr,-.,�� (or tyraximum panel ongth va-desIgn vOnd load, as well as irrax6ruturrianchilair rspaoirtgvs. desigin,till foad and pene� kl;rigth based al-ii rietiloinal and Comparative arlkalyslI5. and ir accordance vil joeficin 1515oftile Florldia Building Code. 031CLIations prepared by Tiftel I ti ' dated 1 ih�;�13 and 03112/1 5. signed and sealed by Waite r A. Tit lit, J r-, P. P. ,3,--M-I$�$JLF.JI&P-&CT-R,E,51$TA-N-CE- Large missile Impact under section 1626 of Hie RoOda Bulding Code, as per TA,S 201 Prill 4, MNO LOADS RESIISTANCLE � 20 Gage Galvanized Steel Storm Panel has boon verified to sustal wind pressures. Maximiturn panel length shall be as indicated on sheets 8,10, 14I 15, 16, 19, 23 arid 26 of 26 of Product Evaluation Document l drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14, 15, 17, 14, 19, 20 25 and 26 of 26, of Produl Evaluation Document (P-E.D.), drawring No. 20, 1 76� 5� - STALLAM10-M.-i Installation shall be parfolmied-slinctly in accordance with details indhopted oin sheets 3 Thfu 7� 10 thru 20, 23, 24 and 20 of 25. of Product Evaluation Docurnent (F.E.D.r. drawing No. 20-If- Mininnum sep.mmtion to glass mnall be as . - " Indicated -on sheets 8, K '6- 2�-, and 26 of 26, of Product Evaluation U_�iirrient (P. E.D.t, drziwing No, 20-176- tsiCillittl4flibli, - #0 P, Ti "'Ell .,%, ,i..?, - U 1,4!,C r', ,�,'. ­,-­­_-,� * 1P , �, ,V%� 4p�N ,-'Ill % � r;, , __ _� , -, - I S - !�� . 1. - _E�i�Cz� 1 67 1. - � * ­=,- =� �- � A - �,- 2 �� j C � � E--*,;.r - , z _� I - , - � - ,_�,­­ . - � � Ilk -1i S7,�,:: qz� .10--S I - � . I., . P _t� � "_ , * -�. ZORO) -,-, S� O�, , , - _- - r4 1, - ., rr, , 0, r�,... '' ­1 �r,:,,�, I,r ", � Ill -, 8 / 0 , , - , i�! g� ;;; l , ,,,,,,,�l,,,M,'1-,,,t',,,, I li N=; 8 3� W, �­ z­T MCAST SIDNE, Of, i CUl �ANEtS. ST4JC1kl Ell ill 00AXGS RE il Cil 'HE - L)i IlIlli WHCAl SHALL SE LONG. EW(XIC44 TO OEACH hl WAN 57RUCTURE Bi Stom PIll - I iCr,ORM PAl -, I THIS PR011 E,At-fdEEI DXuLl (Prr)) -as Viiii v�_Kl i rDomoqtt zu AW- $HAU BE At MENlill - 8� 1) All IN 6 2)� ACC11110VAll 119k THE _1� Ill. 0-Fill W 7�� FIOW.A WILNING L%X � C � 1i A=_1"r._zF_1M1.__3&l 1._!lF_�.t_Ql Grzil WRIC ii S�� UL DXIIERWIl AS - �l 161N,or Tliz A&l WiTil Z%C - 1/410 TNil AaCil AS WKWACTLl 9Y Ow i NC IM A WIND S� 2- � MhUug?f,:� & THE AAESMM4 --IRE tNM SRUTTIEWS - BE 1h;s7AU U, Ii - j-4-110 41ANEOMIC FEl ti AN,') FAKLAIATE ft-.Il WCHEP5 AS MAKIJTAETjl �" J��CO -�ONSTF`Lti7t"R� �Ir,00%l,CT$ ii� I z FOR A EIRUCTKCI?irff��I711sri Kl-ca$-Al AaU 7��16 i 1�14kt NW VKM Ul VAl (A'50 � r ,,r ':H hkil SICIIEWS PER N.V,% X_ �'. , ,., I HI'ISS,il R,l 104OSAlm, ON S1kV1,: I, lHRUI 12. 14 1S� 70, TIL Sir ED il,�I, i � /81 ,,O�l s4rl OKI, El� thiSrs'ai O'll ,III J[ PICEIol SEMSI], 000 IS SfIscsi 'T IiE IN CREEP: lO, "ENtry P4 Iel i1EIII11MKIN, 1,11�:Illlildlill Ell diji VADS, EfIttIvIll i Ill �-16 I" 1� 0"Ill rkkol '[SIVIST111olli Lila will:10II 1:14 LAPOCIN AN�IIERS SKIII,L SIC � 11r il �' Prp Els,'ll) PAVIll PI�Z SHALI Ot iWel REXAll 1G 111I i Ell, 01`59,h 11411111il 11.10�JES BY 41JIL11111ICIENG rPti BY 13 6 Ill 059C, TO Or, PANUill �Etl ill <�CVVPAl rivSi� W/ i 'rArGll )rSrN Fi4t'iEr.1i k0rill INIECIrVir CA SNEES 7 ni 1Z. Ill It, IS, �9 _- 7o IN ELIGIS4 ZO VIEWV IWi WAl ON Til P Er, AZ MSMEC AIM $l CNVI --o-wi A "% I�U.l- ,. ALLO.AHLi, � �� Mil T-KE41hr nWtFAft0N CE LAC SkLRE-, i THIS WOCO FFAME 0kr 91ALL BE - ',�2' i �"Pfl SMM rOR MUD 0ACS Wil tLU IJSVO IN WW ANVil 7zVrJ4ZRZ SP4r)NG, M Wl ll 9EF-4 DUERIVIl r, PL-OWION INTO �,�UCG* sl BF CONSl AS PAm OP Tkill strall wi�Rl PENIETRill ACCOREANCE WITH N.Dri 2019, C 3) MINIAl EMR Dil ,,W Emil �',Wil ii WOOL) ydi SE AS NaCATED IN pt,S ORAMNE, VC11111 PANEL'S 1050i FM AWACT AND WIND RESISFANCE HAS BEEN YEWWC Iq A"ERI'A'l - xii.�;m% il3i l THE ABOVE ME nNED CODE AS PER WURRI,CPSE E*GINE�R*c It TE, � "" .rror INC RUCRts 5,3­6% sill A i 4NO C 61 "Mill PE'llEittiOTIS" Ol W=1 &L'SHOAS SKAL. BE 518i r/4' #-ZIJ SCREWS Ur SkUll ,BE ! 1/2' LW, Mill"'qVill rENEsTPill rml,4,; Le VIC . RETWS 12i 6, #ZlZfi � AS PRIETUICOLS TAl Pill AND TA5,rr2E3 SHOLkLD lny.�;o rXIST AK 11 M"Wfm r0ill WALLS W" M 111,1111M ks wat IS AW90i ?VST USE] SE SOLIP, Ptogi PlEPERT llrSvp ritl -09, AS PER TIES 21011, TlIIS 20� W� SIS EEO :,INInNTA C 5) M WE V�l PFIXIl Stigs, OR fWell CONCRETE PANr,;S6, $`lTL`l_ (19 Wow ELAIlc BE "N"i LN4 rK EXi[StINU #41,L Ar0f0i SHRUL W LONC EKOl W REACH r-E WAN 511rilli OD1114ril $,I)CH PANELS 1! i AlUlihil r4rKIEL,�o 1) K 50,03,:rr! Iiji AND rENIPICR ?,wsr.�Sl OrhiEPWSE NoEni �'Fif si-Er:1 ,z Atg�'�4CAK,E SHALL BE AS M-HPLICNim lit li I I I. 2i * C 411 1 JSA. k4lifli" rPl6o IAl l A7. OLSSiLl �N� H"S 3-,05­414 ALLf.�, �Ii�l�l Silg;,un -i SE: INsTAl FOLL-14i III OF III[ 4F1il!HUlul4VT%l Olt SiIii:IIAN�0rXi gi, Tl,c Aarr,,ll WANIlIrAl."TOKSI - ALL STEEL SHEET i .1i I.Pou HV`VF - Otil STEEL AShit ­ftl 0MOs SU Ill I-W - CAl STE& __ � �=%il jV�ll Se ,� i (ArJER ,C,LE1 I 0 P44FO sJV& �5,1 BE Cl PKAFgAtNIAl FOUXAN6 44ZTAJ"7E0,N PETA40, S110AN DI,t SECI,O� 1 1R?,TJ1,(l TO l 4 IH4ol 6i --cil-, 'CA, HEAMW T a 0 s-NA wit BE ow, 5 A" SCREWS TIC K STAWILM .'JEE, ." ,� 1-10 AZ54 SEW4 OR ,U;RR*5K% RESi CO -TIED C-Irrall 5-f[r, AS -,R - PEMTH All 2& ill nNi 57REWQ�A & Sl l */ PIOM41 Ell COK sl� r 9-j� BE ME REV-OINS08i'TT IX 7HE f-CIN)RAIJOR * VfRr, t4t: SOUl OF -w SfPuMI;F-. W-ERE 94LrM_R * TV ill E"' Sol w/ 50 ;" rril " _�HORAGIE 7_� T­Tl, SHOU r­iNI, Of ATIAC-ill M ,MID'i i-ill 4)R WOW FRAl CrLr" 24", s_�` Al 'rul -1hfi-_ PROVER AN' - Is, Phe ,_�, - all rQ X -Mrl `- � iLPV,4krl 5rUill �_ ii 3C- ikRit S STAll _-E SPIL UM -4 -I M,44il TiEl TXONPIN 10 I_A'�� Rh�l ETOEN PAWL WVh -wi-lin Cil 8-.6 111Ri i,7�_. 4 PEP UVIC04S G, -S, 9 & tO ANV ALTrPi glih, � IS .4 ilo " �lh` �h hil r, 6 A EV l SHAI I i�X,t . ,',SETbi -h-1 nArit'l VTqlbU h0i INSTRUCTINQ 0%01�,R INT I ',SE�ODRS it) Ill , U� is A6 ,l f�%S' I71IIA10' '_ __­�M I-40lil *l &Pih��li tV�*11001l0lEFNF ViLgi PERY"XIS rii H111irit"a4l whiKht f0 to, U-J29lr1Jr%g.&_11.S_�Nl 1 I ill. Ir_l�_�_K,34 C&0"[rR#1'IQ-C] 15 IS, %�,,'�W,k�l All SHIXT4 Cli'mKil'th", EIXI'll *K64 Viwl� W, C"Ifilkw/rDl !'Cildirriv Ill - 11�14'0 T"Ims. Ani ASIN�ANLFAI,Ivrhuo ET 11 S, all lEt iSA, !,��­!'E 9,, l 11 Uar EVA-lirsi -.c pe.ww VftIgi,EA"4 w1o"Li-vit - 1:04� 4 , � ,/Ir= �- -- 1. �T",� �C WS, .S UAPuF�,� 0, Orgill till Ol 1,__-3ihv P., � - 'I I, 1,41 5E�rlcl AlrorltGAS, ASS EISIAlaill SW *l PTINir URZIll SOO & &P1`r,ULrI rA %2 S�TORV Pl INNTALIATIDN iWill V-1ftill l SPECS h0il 14 ThM ORAll PLVIS Aft, E�fitl,%-, AND ZONIN, REGLI.A.ti ( ,!, V4, V­ -hi 0 i.;.� Ell LD IRIJYME-1. .- 1`sE lu"�DIMON wl POIN" is APPLIED TO - 014-tO PWLAl h A, PArl Fit1i ANCIll AS )AW--1 CrI �Itc, r,XwKi OlVi 13 IQ1 US PAl _FvALLAl wwl. (PE.f.) PfirrPARl S-- -Hil ENICil rS ra,Ew- ANc ; �_- IiRwek 04ru-tIN till I'­3&1,G Pirl PJF A VTf SPV(,WC PRCl A� WHERE PIE F(TE CCINV�MOl wVll rRi tHE. I - ij4"* rS TAP-irArP ANICil i WNIJEAsl lVirl El 7W� ­W COilisr- (F'-1ill I, - I A !) MINA" FUSELWENIf CIF 1,Al ANCilill i Potem �i�CRSSE %4A4 K I �?9' P� �OA hAr,,fL4ATr P r0l CONI-Aill 'I BE RICSIINKSISLE POR lihi SELECTION, th^.�,ok%_ AND MitAl e41tihihl tli4 WEr,y OF THE i il f4ED ON "krrIS P F, � PRWESD He'-witi IMES iOrJt VAl hZ(Iv TiSE rer0ri(Ws XU& CE orh -­ WSOUEN7 I0 AND PANIal PtUS Al 1 0/4- FOR tl TAP -GRIP A li Car.4S-,RL1C!l SAF�l 41 GlIT. rS tSE CVtEtAVC�IlIS''C AE%PDNSWFl A,'T� TLA�l�_9� & WUV I&I ,IlIl:�111111:111FJA . SJ�ALJ� ES PAIIEF�.li��NF,n III19, 111111ril 11i,sir KSMI Ololi!ACK No Luabil WIFEE (�-,- `l PACi EVAi",01111EIIII Stlillurthi ALI, St! r�lrgffiaol ifill IF �VaBlll 5:11 JECO 5gl of", POIll �/4' 0 -go SCIZENCS ii SligIlj. BE I f/2" ii EiritAl st4ol 5 rw"zo ill W il w4l,"Ill TIV Al WrrHl Il SLICED- *M WAr BE HEAl SCREWS OR AU ThAll, SC;l Wl li [d) SM S"PTUIC VRO,rCCTS SiVill All 1*1�'r,4175* 5X A FLONJUA IiUa�-Es­� ENCrINEER 00 ArlrrChUlZl Il Ai ElLi Pwh Oil Ill WINE .4i elvirl 97 -i (E " I mr. _K PRIl A"o 10#0 %T1,1. Is P�­:Msl FOR 11�E IOV-1til ESE - IHE PE D� ING-raw -4 RECORD xviwl A�� 4 Ell ENil TC1 hrc A 3� i CASE PhIkT �E,:;.l 51-0i PWI�451 c0ttl PANELS, ONVOM. S%rl OR WeJO BoApos BE FIrl . �_]E_c ESEINEER. sK-� SErill TO i iAnf* THE S�'Er 5.hZti I-Kil i li - , 0. W cas�m *&-,- W ;TOOR. "(71- SVkA BE 0i E00l ill Ti All THI! UQH Slftl KPOND SUCH * kAL $M AtO 5TC- PAl .l �_ii&LL, K AS MrstriLl . A 1) al IN A_') .) THIS 1�zv - L am 'A [Al AFQ cAl , l Cf .li "Ri vww-mrr ��Arl Tkw Pacir,AW6 � , i EYSl Qa�Qs;:E b�Cr,_Vfl N Ly _� -go It S"Orl VAKIFACrt-REP", IAJ�i� i HE �XqllinE G14 A Ill ASIOLIF LW_�Attl AT Vl - ' 1L PAl Shill 14 ACCOPPASKir Ill _-_fA%0 110 DE i � DF I10i 9L�004C CCEIE ONE IJOU rl"'l Alih;W)PS i$ V"IJ1A-.i_1�iC V1 � T ,� i .HF ' �"I' .6 � Vill silk. PI IWIIC"Oq� Ah Nhl��TUNIEE G- lXAWL� LK - - !r IOU P­ i SHALL BE `L'i "A E1,11risil 0Pl ill r. 0 rllw� i sr��-,,Dlh � n1II9 � Of 1W l l,l r ,'II�'o Al 14- M.,,� SEI ll,liilil,Iir,�El, AS TX1,3il U1 Al,� L119i '�,�R�� � L � ;-r,/,kr? i ,�,:Il 401,Ahl -Xl '111,54 I ­-JS'XT p'I" 1 f­7,­,V-R�W-RG � a ­ ----- . I ,#_, r A _� I"�I,l ILL WE I�hiihhlhl Stu" ViCki AS llbl,h­,�� Q, El CIguuiV-Ch0 - -7 - 31A y K USED "I L,SEl�� - "1004WN, L� �4F,tWMl v �� -ii C101tr 0C f� . 11 lll,I,�, 11- ­­', hill IV - ... mEnj � ldr., . U -1 ...... C�hl� --hCAS. Al VA1,119-CTORM ay TRill CGRVZ�� 1i ' A ." ,,, . ''. � , R " " !l,�; ��4;Xl_ FLORIDA BUILDING CODE (Nigh Vir 14-i Z-1 B, 1) Willi _�-�K- ,,S TAl AkC­(il fiizM "Allill ARF) CC TA� ,W-�, Mrfro ToF --ji �U. -- - Ell - _- I 1/.- 0 I-- " I - �_ __ - . , - � i .2R--- "ItIl - I 20 GAGE CAuvAW7FP S7E], '.TO(M PANEL 1 � , =1 C "'SIr � 1 � - I _. Ell i � & �SET A4CIiM �Plk R-E Lrl hLri) IHE Cvml 21i ii SO Eirilai " NO 4 1 16 F7. I urr _�_ � I -,rrr------ - .__ - � - "'TANTp- Li tlrll�� - %�L 10 1110i � 14' �_20 SCill EgIrl S-VILk, K - ;it" 41�'Il $NNI4k71i ��_R ll - - . I i � - �_ l L _ _�_*4___Wf-1 511L IROTECT[ON PRODUCTS, U.CJ .5r � WeST. wa l�fl`r-,I�i-1 i I-14 'A'Al vlhh� = Ih�=o 1-*' Slil OF ��­,_ ­ I _... _.., I JILIECOul �, � .. *11 1� �_ � " 11 TiAl i- r , l - , hi II � - i-r _ " , � � -'-,�`0,r""Zif1frw, _ �-07�,,,4�pz_ rT1"41�1111.";!T1r_1 ��,.��,�l�:�,,,�E,�"-F,,I�,,",�,,,,�,,�.l 111,1111i'll 011191%i F2, l 1p"Wili, Ippr i zo� � ff� , � , 4.,l;,i;�� � �I,:W � ­ ­, ­ ,_ ­ � ­­­ ­ - - , �� alili- ��, . �­-lf; � �111­ iful -, "Im "ll ri"I I ,� .;l �0, 'S'l, � , g , *g,X_Z..__ _.. �! � � I I I ` ".1 _ - , I "' -, , Sl A "A ,04tt - :� 7LizW'%-i­--`l­ __,T� ""', Vilt �,��,e ESI, il �, _,�� � X:111�1'1� ,�,�, i :� , I ­ 1,� �!'��,,`­ ilL_7" -..,.,.-.-�"----L--T��'ll,�����---�--�.���t - - - __ ___ 0 � 1MALL&M-NUMAIS F, R RML1PA.R__FA,tff __ . ,�,_J__&.__� _I,.$ ` l 'J� 1N.TQ­EXUJIWil RIM (11 R Ell P� 9L=..5TRKFll 00ii 011i'll 1EDri._._�_Q_N __.QR___C0_N.Q.B.E1E l S. DIM Ell S. ON 11ASSAUL Al__�Wi Il sl�XM a 1119NII,� 01 �= W"f-_-� --E l voll AMPkIvil S"i a Thwoul VI I - I- =511.1"Mill. I _�� I , 1. - I I -1 cli ,, ­1 - _', , 1 (SEE SS.Ml M - - , � 1W.0i N � I �� ,i) I i 1XISWU POURFE, k I � 1 �4� COWIll Fl I 9 - I � , __ 4=11� - 11 I __�� � , . � i , NO!" a 0 I . - % �� ,2- �, .- " M, - 1, � Tdi - ,.F.w I I V "' '. " 01' i . ."!- . . _. " - I __­ �_ 1� � I . W-rilill - lirrill , - , ,� � - �� . , � ­ ­ - V I 1-0 - � I _Ji/c p I �__ - ". � .-:-- , 'r _:­ t , - _ Ill . r IiIi,_ . - - - ­1 , ­ � k I Qffi . I , ;� I " . ,, - . ___L �i4 __ . , H­_ 141, 1, � __ I . - t h,_ � �im L--L=- I - - . ��- �- i - - L - i - , - "' - , . 11 C, L ____ - - k - , LXii -woll Sri V, I . ,$a I ,it- M., ­ , - � T 1 - I 'i-ii . ,E I 0 I '� -, � I k 1,", �,-,*z � � � I ', � :i I 1-l"77 rMl , _11� I I � � WC, Klllh�ED M. : 40 ,_� � r. 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Sil Ili irm"i 0, _� i S�IEEI!; I "bil 211, �,QiEri, 8 ��­ wl S-ElliP, 5 'Hi 01 - Oka&� QEJUNG AND T:�00"01419112- El n QuT MOUNTRE ALIERNATE OUILD PUT MOUNTI-Nr- ,-&00 2 _1W&TtQB__1 SECTION �� `h Hl 1, F�_ �Vr 3i 5's-1, S'� �4_ 1 1 Il " . - I �i i L� � E,.D� - EDGE DitTS,lKs -1 I I ,I I. ,,Ill AM (SEE sli �: (:-I l 11 at w4v [ I El 1. 'i aw � -,- � i MP,Wl �- . - � SHL-_ ­. a & Er � , E I - 5 �� � - I ,V -iff I J I � I [ r r .. ­ � � -_ - I - � 9 I I � '� � . � i it �- - I i 1 4l �.Aff Slirl FOIL �_i­ �2(5; � Q�_rf I 4cylu" Thr, - 9A ,­�* .v - b ""41110rifthu'll ril a Ral 05lu"INGS CAN K r I tOURNED IN AW -Y ,C SLPIT ANY ! 1C i, ,- I � 0 -, ril R A ]n - I � - ,,,, ,_­­:_',,z .t 2-ALLAMON . 0 , - _ I I L �. �N I 1, � � I. I �0' 4f � � OC EN -,. �. i ,� '�f�","'L: :�: � 1;� �, 4 � , I � L .�Plti ` '4- h - EiTHM; "004111, � I LORIOA 8101-01 C COOL �, fi� l ��,,l .� .­- ___ll .... ��,��,�,�.,�-���-�---���.-���!��lly,�t��� �!y Ky'-I'ang rii,rhe 11 "C"t .,.%/A,- I I , L , ­_ _,Ill��ll - gCk I- . ":� 1 *' L "t � = Void 1,11GOIll -K I Ill ,� wal.95i i 01 = *. �, . 20 GASECALVARcM,51M S11!11l1iW PAWL ; ��,� rill CIDWAL rx QlOgl , I * i P SC,,V , � - -*- " -, - --- _ - , � � _._ . " __ " gm I. � I - � - 1­­1 � - ­_ _­­ L , S ' - "__` 'i, �GLOBAL PROTECTION PRODUCTS, LI.C. ,,,,, _­rrI* a fw5l � lrr� lw � rA rf UP � - 9, �. "T T - V�Jnflvvl slo ,r, , 3illisill �, - "I "ll , 0 'll- - - _ 1- 11 IL E � � _- -1 1;1 . COINIC " r.Ml �____ _Q LING '1� T I Z�11�_ &� T"-I-_* �11I)�l 1-=1 alhil , I E _ Moil 11 1�11 I- Rig - __ ___ I VLh S�, - - 11,; S/�' , * * , , " iiii - W . - l­"-ih,I� 1 - Vift -,,,,r,,NAL`G _9 �-=�::,`� � - - , rill �W,All Wri 176 " � �- - 0.0 ll 1. - - 547A E � A , * - Sil ,.I�� WA7,4 - � - 1 - - I - -1- -t �_ - h,j�zfil - - � AHl TW " � t i !� � i - - , ��, 1 . 1 - - I' . ­.1 � . - i - - ,­ - - - Uk-TONRT�Prrilrer ll 2 I Shall! be strictly in accordance with General Notes and Ctnnp,onents indIrated oil , sheet I r 2 and 22 oi`26, of Product Evaluation Document (P E.D.), drawing No.20-176. Ancher specifications shall be as indicated on sheets 1, 7 end 21 of 26, of Product Evaltual Document W.E_D.), drawing No. 20-176 7. UMITALT QllilS L - __AND__QQN_Qff"_W Q,F. WEE; � 7_1.ShaI;bestdcdy hicompliancewilliGuneral Notel 1,81hru 114, indicayad an sheet 1 of 26.aswell asGsriella! Intotel I thrultanc 11 thru 16, Indicated on sheet 21 of 26 Cf Product Evaluation Document (P_E_l drawing No. 20i-176 prepared by Tilts,co, Inc. and Signed aid sealed by Watter A. 11-41il, ir�, P.E. T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined On secli 1620.2 of the Florida Butiding Code 73. Product shall only be Installed into poured corlcrale. concratia block, and "ad frame StrACTLIfOrar Product Evaluation Report prepared by Walter A. Tififil Jr., P.E. (Florida License No, 44167), President of Tilteco, Inc- (Florida CA-0006719) "P-, 1l, l'' .- ­� -I,4 , 0_-',-,'��­` c i ,*- * - I - , I, t. 'i _.. . 11 z , \> e .. - - - - . ' ilk . - ----� z_ -' '�'-­ 44167 -1 4-:_ I- , ­__­--,i�� - � __ * * 7 ----,--.- �_: `& � __ _-: * ; E --i t , . � , .�e�_ - _;r�7 1, . -'- , : -f- - _'-!:�­,�� �, 5TATt Vl­ .11 & - I , I , -77 _.__,____��Al ,�_ 1�2, , .� (I , ,� ,l;1U5l , , ) o' ��, �, . I '. .il �, , , 0 X ,,, 11�, ��j", � ­­­, l ; , *3 " iSi,,,,4Sl'clfrtAk� - OW f;0,0111ilinklil", MTILL DA T�L TECO Atilhill RPoORDS � P. E, Rrtilrr`ORT�20- I GLOBAL PROTsC`nC,.1 PqODUCTS. LLC 1 20 GAGE CoVill STEEL W�Qfrrl PAl OFFING 620-1751REPURT11 2M728.01. � �__­­­�1 - - � - - \ � - - � / � F L I E 'A C w C � il 4c 7,-, - I � " __.x TILL3TTIESTING S, eflMlIKEERINIG COMPANY - .1 ­ ­ - . ___ ___.. __.______._..____,_ ___ , __-, �414t 1,11,lk A. T ILLI �� IR_ I�L. PRQDl US"110-N-MT- T rll.1�1111 =1 - 44 .1'. EYAL_ R_ I.,l.A_L­rr.7�-_.MWr6,9 I EPORT NO.: i- 20-0727.02- DATE: July 27, 21C-20 PRODUCT CATEGORY! Shutters PRODUCT SUB -CATEGORY: Storm Pariels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. QJ0"1G`tGtif0%)ll FlrciltlTl LIX 4800 S�'Al 51 Street Davie� Rocco 33314 1. PURPOSE OF LY&LUAT1QN1 This is a Product Evaluation Report issued by Wafter A. Tl Jr., P.E. (System I D 0 1 006) fr) the Global P rotoct I on Products, L LC, Rule Chapte r No. 61620-3, Method ID of the Florida Department of Business and Professional ROQUIEIIIJOEIL This product is being issued an Evaluation Report as described herelin. and has been verlfted for compliance inaccordance'Mi the 2020 Severitin Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code This Product lEvaluallion, Report shall be sub - hrc1 to review and revision in case of a BugGinif Code changethaliff may affect Its ]irritations and c�onddrrolgs 2.EVIDENCE SUBMITTED: ?_1 - ERQM_(;.T.f YALMATM DO-CU " _MENT i Drawing No. 20-17S, thilled '24 GAGE GALVANIZ STIEEL STORM PANEVr Sheets 1 thri 18 of 18 prepared 1�y Tilteco, Inc.; Signed and sealed by Walter A� Tlfli'L J r,, P. E.: dated 0712712020. 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I Ell - - � cm 6 A 97 BUILD Oui mou I [4,V SEC110S 5 Al SEMpKi - �_, "ll Ilill I ji; / - �_ �A -0 scAL- 3irs", ,cil;iii �,,'a­, ---a" **1w lill -, - - - =__. ­_ - � - - ,:I MCE Of ErSTIK o � ii I EDGE DISTANCIF I - 9 f- - - _0 0-w"ill ISX I' thilif I, Ir"Ni . Illit, I (SEE SO-170i pi _ ol T,4rl��Pr hilim rU5E Clk l' � - I Q&l,ANJ L I ., EP T� r I, 1, ,,SOU il�,l $,AC,�, I � i , , S :C . S�Ic��_ a a q) ,I- "­_ - fl.� I 5 M Tv ol - ,,, - Irl 1,`11 � _ vN RAND, - , = -1 ... _..­­_.__J - I li�L 11? Ill � � , -, - ___ - \ ,/ . - �cff ,- sill � wl RIl . � - , A� 5 - 11 \ ,11' , �­ l� i 'Qrl ­_ i � -XITILI.N II - I.T., I kull , *uBE op 1, � vIrkC5 -_ 1 tlV7,._fDf,... _( �_. � _ 6 -I \-. � � I F T WOOD KATI SPACER z� 11 TOP It BOTTOM w0w, i �� i 04E nEMND TRACII CAE- - � . . I xw l� ANCIIAS i ca"asill I ,ill w4� To Isi AN) allPLAW) � � IRSTALLAl 1. T . (ilia StIl I. -7 -, ra;S, 1 __ I ­ jN, - - is-, � - - I __�____, ii-l- 5 PIRl ill I , , ---,- - - 'k,, � I r =4� I " V,ll - " � W_ 1 �,l, � I �_f�� ; Ib _q � �/ I, � fi 1i -,, ' g��, r � ­_ .�_ :ll � � I V, S I., __ ­ �­%:� �ak I -i -,­;� EK15711l POLl _ , �, , f, - - ii Cf, FILORIOA RLIRD�NG CODE �Haih WrI-A ti kGoe Za" . ,,Ii , I - - - _ 4 ,h 4� . � A. ­ .�l . ,��,,��,,���,,�.,..'��,�,-�����-"I�- __ - �M, ri � = r-,-- � � :�:r�_H#-'Im­.­_, - cCNcmf C� ". Ill - 111�r 1,,, i � � 4- �-tnur, I VV ifil,' col 0110ch 4 'Al ; J, I , I ";­ ­oE. iti i rp PTl r�. * I 12 GAGE GA11,1104OZED STELL 'StORM PAINEIL 11,1I, �_ t 4 I.. tAl ii ii� iiIiir � J�c � S I L � [L'i VT � �l' hiil,� AFFSOR0 I : I 441167 , - . � XAh =110-X-2 Irr , L: � S1 I, '_..1­.­...­_____l i ­ __ ­______-_-1______ � 41' � %r _� �G*,*,-�,htF;i�__ I A,F OF— '�'� Ol � ­' 1l, ECTION PRODUCTS, U.C,, ""."T " '. "� - s&Akt" iI,'rr­_ - � , ATE Q­ - .., 4 _­ � _F - ",, GLOBAL PACT -' Q_A1__TD_F_9R �, -� ., S � 4�� / ILIFico... , Il Ifl.,lo iLl 11 J_�_ . I " 'l . �, � � � 24_JA1L_LQL,$.7_ , - -,. " ip i ill". � � - Li�,____ 4 CiShREMil 07ioll � R ��- I a %_,_,___Ef4L1__TQ_M= n0ig A '1� _� �iii __ - __ __lHA`l ­� " i- �?Wl I,- 4ssH)Wl, - 1 20-176 ��� "',li �R_ ... i - � , "... ...., .... I = ... I - l',`VsI .I-,- hh = -.1 i - - ­ - . - "Illooll - , N. I- �___ A,, � ^,c�.11 _­l ; ­ - ill � I ________ �,ih h'ill ___ � r,7N_ im 1J.1l, ___ - Jill , irll, �_ KLUIALIATIONREWRTNO, 204727.02 1 ZZ, TUTREPORTS; Large missile hrnparA foad tel were performed undar SSTD 12-99 staudard as per slection 1609 � 1.2 of the Florida Building Code. Uniform static loads as pe r Section 1 71 09.8,3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report * 0814, 01 -01 dated 03,11 1102 witnessed by VYIIlia m R� Mohner. P.E-, Soriz Morol P.E. and Henry Hattern, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largoespada, Ill and Henry Hattern, P.E. Large missile impact and cyclic loadings per Protocols TAS 2DI & 203 as per sectlen 1 609.1.2 of the Florida . Suilding Corl Test Report pre -pared by Anterican TasItnig, Lab ofSauthi Runde, Report No. I 1 2101-10, dated Novernter 2'3, 20110, signed and Sealed by Julle, t� Gorizall P.E. Tensile test report No. 9CM-198 by, QC Metallurgicali Inc_ dated March 13, 2009, signed and sealed by Frank Oral PE, as per ASTIM E-B and Tensile Test as per OC MaIWILirgircal Report No. I 01K)i 31 8� dated Decorritter 1, 201 0 Signed and sealed by Jerry Jacolfania, P.E. as per ASTM E-8 2.3-STEWUVIRAL ENOWEE"I 10-CALCULATIl � On 24 Gage Gailvanized Steel Storm Fainet for maximum panel length vs- design wind load, as well as maximurn anchcr spacing vs. design wind load and panel length ba-sed on rational and comparative analysia. and in accordance with section 1604 of the Florida Building Code. Calcula"ns prepared byr Tilteco, Inc, dated 12h 511 0 and 08J27il 3 (for this revision), signed and skqEfled by Walter A, T1114, Ji P.E. 3, A&ME-IMPACT-MMSTANCE: Large mil irnpact under section 1609.1.2 of the Florida Building Code, as per SSTO 12-99 Standard and TAS 201 - 4LWtR]D._IJ0_A_0_,$. RIi$1$_TAtl 24, Gage CAlvanized 'Steel Storm Panel has been verified to sustain,livind Pressures, hlaxhiam panief longth shall boas indicated on ".00i 9, 10, 11, 12 and 17 cl 8 of Product Evaluation Document (P.E.D.), drawing No- 20,175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,, 11, 1,3 third 16 � and I 8 of 118, of Product Evaluation Document trP.E.D.), drawing No. 20-175. . 24 Gage Galvanized Steel Ste n Panel has been v---rftd for Code curnbliance to work as a ricin-porous storm shutter assembly, as per SSTO 12-99 Standard iiiii tk1,40"IfIrCirl , P Tif % /' �, , , ��?� , " � i, �Lpj% s ,!�- 'I,, .,� - , I I . __ - - - "'1% -, -_0 �)Lt " � %�C,EN,l , � ----S- _;,�_-_ - _ 77 - i A��-- ,��s_iVM 67 ', = - . I : - -]i _ � �- - z J � * .*= - � - � p .1 S_ -'. STATE OP '1:ct P1. -3 ':%M,,"',"LkGRIili �_"'� � , 0, ;fi9 , '�.&x. .46, ",V 1, ­ ....... S� l PONALI�Rhl , O�IIIS`1`17111411111101%k' I 1/4, 2/4, 314, 4/4, 5/5� 7/5 PAODUCTEVIILLUAT !N_UF0RTXG_ 2`04M.02 3 5. INISTALL-Al.- I n , ts, 0 a fir.) n a he 11 be performed sAft-Lily i n a cco rid an Go vil di Ind icated on Sheets 3 thing 8,12 thru 18 of 18, of Produe, EvaluaJon Document (P.E.0�), drawing No. 20-175. Minimum separation to glass shall be as indicated on shi 3, i 13. 14� 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawtvag No- 20-175. C MATERIAL CHARACTM$TI-C�-6,P-E-CIFLC-ATlOf4SI Shall be strictly in acc.ordance with (iieneral Notes and Components Indicated oil sheet I and 2 O118,, of Product Evaluation Document 1P.E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Eval uation DocLwaient (P, E. D.), drawing No. 20-1 T5_ 7� W MITATIQ14 AND CONQ1119NIP. _QF USE; 71, Shall be strictly in compliarme with General Notes No- 1. 8 tbru 114, Indicated on sheet I of 18 of Product Evaluation Document (P.E,D.). drawing No, 20475 prepared by Tiftil Inc. and siligneed and sealed by Walter A_ Tillit, Jr_ RE 7.2. Produal shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Flohda Building Col 7.3. Product shall only be installed into polured concrete. Concrete block, and wood frame struicturog, Product Evaluation Report prepared by Waller K T11111, Ji P.E. (Florida License No. 44167), President of Tift000. Inc. (Florida CA-0006719). --I -­ -,,- - '. . Ill 4'�.11 ­­-'. - , *.i-, �VIEN,5��I,h,.Pp 1 � -- o:__� � - - , -- � " -, `15 ` . - � � 1Z -7 -. -7 ,'�! _� �_tr * ! 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I, �EQTION 9 SCALE 318i .1 - A 1, 'll . ­ � .... �, � ,, � ,�� . , � . - , z I � E , FLORIDA OURID11,10 CODE ,, rocLIt.lill loantit Z"-#) � I , . .... . .. .. .. . .... . .. .. .. . .... I .... �� .... . .. .. .. . . . . .. ......... . .... . ....... . ....... . . . --'-"-'-'-'--'"'�'"-,itl,���,yt_ ---- -­'--- '7 .- - -.-�,�"l�,�,������,�������,.,�,,��---� _... EG, - EGIGE DJ5TAJN'_E r'stf, scirova I�i, _1 "I'�'ll""I-11.11,11�'ll".."I ... ­..­.­_­­l .. ... . _...­.­­� N0R1,lrQR_OQM1kAl OF, '51X1,2M i rLS, IS ao-DIA MCn_W'04CS GAN or r I I - - 1:L �M I; MUD ,l S 1, 4 1 7 ' - � 20 GAGE 5ALvAll 3114li "101M PANEL - - * � = = ,h -_ ,,L '­ -jill ;;4;",.�_ .1___11_­­­ - _._ ..__________.__ --- _-, _". --T!!-- - _ - �,=4!H. 2� -r_.. \ - LOSAL PROTE , _ - _�r­_- � , , - -Z" I � , ill , 11LIEC �11 CTION PRODUCTS, Ul S 0 0 il N ", - - 'i SHEr 9� CONi FN Al i 10 SUIT AN ii, JNGP��-V__Ih - , I . - ei�;-. 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BE � 1/4- y SEES" WIND LDAD�_ 5mJi, K DIETEHO[Ni AS PER SECTION 167COF IHE ALIBI -1,0NED COI I 9-2) ki- UAREMIIDNT�L V 11--6 X 7/4' CALX__� ANI 51KL BE 15 7/8- RM CV;Caii i IRV- I V11W) SPeE0 AS REWnRf.D JFV TkE .IUAWKTON WHERE THE-1E SHUTTEK, _41- BE INS'rALI AhD NO EMBEDMENT KTEI AN' �121SH MATERIAL 5,KNLL 8E PEAnATTV--_ 5 ' ABILL � I HDR A MRL1f;TIO1nA01Y;S,'!OAL KO-0�05 ESBIr ASCE 7-16 , $EY,C 407 EXCEED TK MAXINQUI TL50, 1/4- *-20 SS SIDEWALN 0i USED SI-WI 9E LIBI LuOIJBI ANY vNBB AntERIAL EXII To [SLIS1,3N TVISCERE RATITI LHOICIE110 ON %tByrs 1S 00 -16 ENDW 3,1e WED A41014�,S, IN ORi TCJ YtRffY THE A00,11 CONOtI ELTINATE I .IT Hi LOADS Be­ED%,?M11iflT0 PER AS,_f: )- 15 � No ON rq ASON I SK`-L M F*51 RUXICE0 TO A4 I GE-SCH AINI) LOADS ,EY MMJ,T%n`LANI�: rmthl OT P'A LN Okmk 10 U-)) LN CASE TLAT PRECAST SIC&E� M, PREI MrNVE PARLES W FDU j- , 0 k4j I _ , 11E� 1;0MIW THESE W/ um� CkSQ) DEVON -IRESSURIC PATINT'S INCOCA71D I SKETS Ze & 26 ANCHOR', ShXL BE LOW, ENDUCH TO REACH THE U&N S-Rumpt REBIND 501:31 ,PAREW- ANC40RACIE . Sl�- BE AS WNr.i -'N 9, I) AND IN 91). 1K ORDER TD VEI TBAII CONII AND ANCHKORc ON 1'4� m LD. AS TE7ED *VrL .W 0`11eq STPESSM. A S3% ft,K&54 IN ALIOWASEE SIDI FOR III Ll�,AI:)S_ los _w LISM -U THOR .NA.�?SIS PASTEATERS SPACIvC Ic 'WOW RAS ,15--mi I DETEAM"En 5" ACIBER-Mi'MCE W1H NOLS' Zli ?C) ANKRIORS SHALE BE 06%,'A= nCVLONNG JLLL QF THE 4IBCQM%B1r-mOB� WI SP',:,,F;0kT"S OF T14e ANC*Ywil - - '_�OOEA PAILIJI'lE ADOGUACY I'LOL 111IIIIIAE"T ERE EAT*qK RieSBB0i,EF LLBE WIEN VEIN MANI-WAC-UPER, I _ � - , IN Ar.CORII WTH SECTION 1526 OP � DIEQ , TNE ASCnE MENITOW-0 CLOE AS LISP FENESTUILGE11 IrETRI LAWREBONY� WC REMSBI # 20L�, AS VROB)COSS 't,,_1_2IC,. ii rr V�ULt K TNC 91SPONSILPLffy of THE OWMACTE4 TO vMpN THe sD,jocwm c4i, ­. smc,BjK AUB.q. swjTmq 1 I AND TAS-BOS is TO BE ArIACHI 70 Thi MP" ANOWI 1 FIT INTS SHVnIER S"! ONLY BE ATIA-1--AED 'TO CONCIFEM -_XK I 2 T10' . SYSTEM HAS? a" DESIONED TO K WgAtLED ON TK OLJTS� a TMI OR WOOD r"AMIE NURX44cs IS OPSW&G ACCIESSLOS `S4E OnNIING rn� TIO WSW W/O THE LTS�_ OF A LANIER OR UrT -,"IF APPCICATON IS vAUD WW_K --91'ALi t5 FhTU%--Df:D TC IRE P--�i 1,2, TW NSTALLAT.-Ii -,:*�TSR, IS -To SFk/C"jc AA SHEmi cawvoni EWES IIII mEmm 4" CoNn"JOUS 1 rROM 17HE PISIm &F SmUCTURE CONTACT ITT-, -4 al"i 10 PF$i W�NE,IA" -S­I;��m CAOLK AND SEN. SHILMTR IPAL0 ALI. ARI IFIn u J �O'F`knl 1XV f4q61AALt'A`E"q ii� AMpkL,',AEBJ, 10 SINGLE AND MILLE 110r, STYLE HTHDOWS WT,.rN vB1A,Qi is RZOISTtEr, IC, Sit LCNI 015 kl:� Fjjnr�nj: jr4f IMBED L r,I,,�E,, � I NjFnEEr:j,E IS STORM PA14EL INS"AILLATII "HALL CIDI Nth' SPECS NOICATED IN, �i DRAVITINC, TLEI5 IINIf UvENNC AMB IIL004 RcIrIULATIONS PAIDWATET, a, ;x INUIRISDII WKERIL prqml Is App"Er, '[0- 4 SEAtrs 20M "EsTmuk-mirw IS, APPLICAL'i tcI BW�Lt AND movISLE IqLnIr, ANID 100I BIDERS 37YLE WINDKINS �-KN �N'510NLLAT*h' -5 �-ECi--PIOB 10 RE PER-0-W) FROM THE IN50)t OF STRVCIJRE- 14 ATASJIM TANDORS ANIO DID01I INIC. E - 2 HANG 5INDI r L SYSi ANE eo� ,S MM pftft �, ALL �uvmUw L�190`45 I'D BE 6WI-OC Au'Of AND *EuIPOR 0I crri,CRI NIJI-M) �!i jg) 111115 PR�W LVALLIATION DOCUMENT (P,C.OL) PIREPAVED BY T,4M LNOLNefR IS D�MMI AM) OOCS NOB PNO"De HIP'ORMATi FOR A M 5KOM PROJECT; �­ WHEIRE Nif %EtF CCININIJOPA VC101,0E MOM IHIE fn�r_o 6 A- ALLIMPIEW SkEF, WALL LLISCO A! CLII:75I�J�17 SHWINLL Mw 3�05_1114 ALLEN 0� CONTRi- -0 ERE RESMe.W 1`014 1Ht 111LECION, 01,000HAS11 AND iNSTAt"PON PV�Li LWE SAFTIN 1:p I ME EnLell SilEl MICIAL, 0AN11.1u; �Ipn&Iq Iliftmi, rIMILICTVAOLL CILLALLIle SOEII ASIM A- �53 BRAD-- 5LI ,),, Q4VANiZED SO11 THG FOODUCT BASED Q,N 1W- P EZ PACMI -�ISHL Dot', Y,C�. DCAAM FROU �I-L CONI Unki-tO ON i D�r�_,�W.7i(,IN ""Fy. 58 1 &,� (ArVER Rou.'n" iws DOCUMENT CONsTIRce-m SoTry At sa �s '"�_ C0.70A.Craws PESP00%mi t � I H A� SCREWS 70 dW STAFV1,01% S7EFIL 30� OR 3tfi NSI Sli OR DORPOSIOIN R_"15I COATI CMOBON qT1i ASE PEA DIN � 'AS FIVIDUIT VVALUIT�C- DOCUMENT WILL SE 00hSIDERIED 01WO X VOW9FOL i 500-, W/ 50 kil� YIELD �TRENV-Tk ANO __ - 14SILE 5YAETt04 & SMALL t0IMPEY W/ rLDIRLD. 9,LD040 CODE 7:: 241 1 _1Z 4 ) f, d) SLTr_ SPEOI POACTS S-L BE PREPINDEti � r 5LIATOA qEGF_�TCMEL, �NGOUETA OR jAcmqtCj f,wzj, WILL I �� RQ41`13 TO �IE A5Ev X-ji G14YANIIED 5TZE, DR AASt 3VA 5ULLS SINN4M STEEL W�7`H 36 II5 1141,440A 11FIrr-I IrWIC,3H BECCA&Z, TE'L ENLTpXfwF C* Wm (E Ill LIE � ED" TOE P8040T AND UIATF WILL BE RES"LINNSEI r1JR BEC PEEEPCA USE or 1KT rc,a. HOOIKESR cw FEECOPit AC-RITU, AS A 1XILBnEV-1 ENGOLEE); TB �KT E'dr.b. CNGIN8EB, silikij � . 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A I MPiMW EMBEEPI OF TAPCON ANG--VIII INRO F`VjRM CONCRETE SHALL SIL Il 3/1', Z' TOP III PANEL"'i AND i� V COI )OR SAFET* AT S111' E- - KRI I ! /4- FERN ZAASIFFE: NNEIN _cI4P,. = R NL - ToEl FEESPQNSS�.Sp tI4I 1,R5 I'M-Il EVALUATION MRR.-I WILT ISE rX)N�,"'Forn MAI IF NOC"FIF0 � KI IS SOLJO_Ij�j ANE - . . Zj I , � " L I FuPI - "TO, R Re- - 7/�r '"t, - ElEoUCIEM N -0,01I ,"D,R� E;FREI f - , VIE EI � �� ,,,,r __ � ,I SHALL K PUR11,16ME'Ll, El", El �_RFWF Ill SiA�L RE I 1/1' il,DNU ISOMMI 5HOLILD 11Vc1.',­, -7.,51 b0 ST SPECIFIC FEI M III, BE PIEPPAPRID 84 A .-I %mp Rt'XITERRI ZINGInE15IR OR Ar",R-11Dz- igKc- wK , 4" TII, E* 0 . 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ION ERMYRE RATING- fp..44.1 NQ 08RUeONDING MAXIMUM.- ANQHQR___5MM ! 1-INSIALLAT105 INTO YIQQD STRUCTURES (VALID ONLY FOR PANEIL&NSTALLATIONS AS PER ALTERKATtVES IW 71_4RU 4W, ON SHEETS 6 & 7) = " AZ I I I"— ._,I.111.­­­ -,- 11. -1-1. __ MAXIONIM AW<N411R5 SIGICLIMA TOG to! ".I AS StIOWN ON SOMETs 6 Ali a - 4�:,, . 1 % ... DtSIGN � PIOES". E -­��_7­ I—, 1­�­ - ----------- ­­­­ ­,"""', --- I T k: - , � ",a ,,,,, ­ RATING , , - it E I I AII PANIELItIAT I Uto =Kv � E AIWIA BUSKI& REAW-ft 0 PLUS � N7 f a Aa .;� L (P.&JI i I I - ­ __ in) - ­ I ­1 _­ - 1; A__�3�_­... - 1w 1:100 _t I - - __ Ir � � ��____�___L3�_ , 1 13. -.w CRIGgRat .__ " 11;� � _ 1, I /,- 6 1/2- __ 6 V2- 6 I /1. 21, Rvp) I----- _ - , -1 � I_ - ­ - — I ­... ­.­_ ? ,�T � _­'---- 6 1 /A. iiw�,.T 5-ir ­­­_ .. fla, .. - � .'� � -- - -C � , e, - ,!��-` , I _ _ I .. .- E - ­ -- I -.- - I I . . r- --- �- — , �w , IGINT) ­ �, ., . 04 % II . — i e _ _ a . a I j�'. I r _ N murrowti ,- � , , ____ - - _ I - I I ­ I A, 13"-- __ __-1. --- - III -.1 - IA� ­­, Aw pop) _____ ij - �45, -45 - -1 ---- --- 7,1- � ---. - ­­ __ � 13, ". - -- I � - 1 ­�3� 11 I "'I- - 3" r- 11 - ----- - 4w (00"Gall A OR LESS 11 3- I __ is' __ 13, ij- k 1/9- Int PUP1 - - U � �� - � ­ - — . ­ 1 13, _L_ ­ __ , , I.)- ar ,w Daurfov) -_ 112� - _____ II 1/20 — 2W iT(F) I � 2 1 -, -112- It. I./I.-­ _. _! ,0� __ __ i - ____� ,__ - is II/4- ___�_ I O 112, _ _ a 1"14, iw5F_. T �-51_01 ­_­____ - - 4 1 /z- I- - � __ � - - 41, 6 1/2" '. ­ III I/2" ___ - . - ­-�-* -- N --- _­­ To 14,-47 _­­TZ ---- J., �L 2 - - Z, .. . .­­­ I—- , "'" - ­_ " 2' ]"I . .­ - __ � 7� 1. ­ . I 1. I � - - 1w �� _ _:__ I/9' -','I _.., .- - - j� I : 0 T/2' I L ' :��:��Z:�� ��:"[� �,-�,-_ �- -, ___ - I AII, .. �,r �) �i�37___F__._­ 17110 I I . i ­ ,_­ -,3"- , � ­' I 1. - e 112" 1 - wa-) I I I* SEE TABLE #1 FOR MAI ALS.O� DESA�_' LOADS & MAX PANEL LENGTHS WHEN SPACER �k� IS I USED, CORRIE-SPONDING ONILY TO ALTERNATE 2W ON SHIEVt 6 . - ___j MAX. AI , Ortibuit? - _,� I MAAMUM ANClAIRS. SPACIRIG, FOP EXI - AS St- ON SHEM 6 & I �­`CAI ___ TO _11_1­­_,___7 ­­L ­­- .... � ...... . . wAamw I , PANIi PRES5URE PATTWI (PA.0 TAKON LAG YI "_ L- I AMIE41647Z I RANIFLIMI FEMALE ID I `I --le"N"'A"II � R .1* AT" WOOO BUSK 1, , to . OF -REw j LFOGN I , L, VI�) I . __i2�_._ ty _ . IL_ I'— __ . § 13- 13 i __ _ _I7--, __j_6t_____,__k ii= 11 liTL�; __ Ili, (vu� � _ __ � _ 40 1/2- __ - �_ 9 = __ _. _.____ - _ - " 6 1/2' -:Z' ­111 2v rT T' ' I ___ _­­ - � . - . ­ ___ I. �,,I. - - - I ­—­­­ � . __.. ____ '- -- i I/2' ­_ - - - ------ ­­t�' --" __ 6 1 4� _-_:� t"2 ­ � ... � __ . , 1. v - ­ ____r­ - ­­±��K_ - 'L­ - 6 I/4 7W � - - - L' _.t?ttII! ,I - 31, (TOP) � _ - __ � V-1. , OR I EM a-1-ija , __ F, It' 15, - 37N (MTIGNI - __ - , , I � - - __.. _­ . � ­ Ir- - � . . .- IS, - � __ __ _ 13" 3 "Y' -, � _ 11� 4w -mell-1-1 >+4- , -0 - ��� IS' ___ � _.,2� . . .. -_ -,-, - . I. ­'­­ - I Ir Aw (taI j I- - -7!�_ 7�_ 1 -I' — __ I Y - - ___ __ f, 11,"2, ______ - ­ - ­111 ­-1--_ 4 ll'2' _­­­ i- --is- -_ I � � I 6 ;Iz- �__��,___! !!:, ... . .. --.-.. - 13- -, �� Ir -, _ _ . - ___ - `�_ 1 07 _ __ -i­ 6 Ir 9 g 'Ir � I . - - __ - � . 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MALF Ot OR PANEL RATE FLUS 501 S�t AITIGR�I,Q 1/2' OX , ,I, , - FLORIDA BUILDIIII thirri'vorts - - _ - _ " _ . , � � - " ­ I— .. ­­ --- ­­ - — --- I-- ._R UFE ME IN9&U=K1QN DETAILS FO PAAEL IT) i INTO P,QL!RED CONCRETE OR CON..CRE.TE--RLP--C-K�-.5!RU��TIJP�E L , 1/4-0 TAFcon I INK", POLAILD f,,4-� TAoS:COq - fxt.-IIITG� 'T.TIWM - MCHHOR 4�I 1 oz � S�IEIT OR P'lla'atit a 9* 0 C- t�AAcOlarl,'Ito 11 _. - SIVIKAII 117 OLOCK , � CAII 1: LIIKF � " itioviva : : .-I'. I , I . : = I � � ; � � 1, I I ,;---I_ I f, 1. j L� r-t:r . I �� , _�4, 4­ - __ I "i, t I � - - - - 4 1 � : � -, 'T, � I "r , 0/4, . K I'l - I --I--- . , . ..�� I - . MI ___ __ - - .; ... �� , . -_ , , � I'll - . I -, t: I I— I - - � - ' . 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" "I 4 "N � L�, t I I'�� ,, , FLORIDA HOILDING CODE 6�1`�IILI _= "'i, "" ,Il!!M,� .Hurricce-to ZoTtii I ` -I* . . . .. . . .... .. .................. . ... . . .. I ----­­­!­­_7I ...... ­_ EL ?If - � _�4 ��t = lN4,r,, t;,talo. NI 194 GA41E CALVAI STEEL STORM Poll - AC 187 S� ..... . ... ...... ... -_ _ � bia"M -- *� a . - ___,_­­­_ .. _ , - - _________­­­.__ , a * - . - ,_ L / I.- _­ � � : w jj --.r � i -0 �� - - - - -�. _-_ - - 7 - � fGLLOBAL PROTECTION PRODUCTS, LLC, GI, .1;5__ SIA T E 01v_­ - ,;�.. , I L EC0,x,. ", , I -b- S'.. 51 srw=cl ; II CLO-Iuf� .-*-, ��___� � -- A� ===_,!n.-'; ­X, F1 wl. .. ­ - 20-175 , �7 I, � - oft-- _­­­ 1 �� �,,NnI 'OL (_Jjno­�, — �_� -iiiII- III - _- .�Z� 15�_ 'I A�0,*,,40AjO.v0,O,I .�TSA � - = =­ PA, '14 f_A�nM.00­ - " , 1-1 ­_ ­­ I � ­ -.1-W.II11, �SEC LK. O , wy, -, ", --r-R-NAT'" 'IN 5ALf,fTS p a, f�� 1�� 4IIIAI - L ' ­_ L � - I' MI R-IAL(13�_L R-2A/13, P-SA/14, �= WA 0. 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LOCATIOk 0 _I'E SAFVIY � — i �� i i _� I I , 1 1 :1 C . .�� P"EL 98TI6- r'D"Ek- a i __ 0 1 R-1 � � . _­ - - D.M_C33l� 'it __ - __ +_ - - __ , I-', I W� L _____---_--____________ _____._ ., - . ­_1 p - - =��CVER - — — _____� 0 r (�) ` -v wl� I—— 1 7."-:� :-�,:,,­ EXTERIPR I VI Ni.nIq X, — 3- 14Z i T INSTAL V ATRI ONLY VALAI) FOR w4O Af0H PA L�, � I . R-IA/s3, P-U/Is� R­3,4/tita� SPEED jp -0 In 'P., i ­ II L* ' LIA R_T:R,,`T3, R­28/113, R-39,II I 4011 a R­IAYI,flfL,, R-20,%I1151, R-AlOat , R­7RAIlps, It-Istv"'as, R-50W/16. 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FAE'rOAS "I � �� = - � '... - t= =E-.',-- - GLOBAL PROTECTION PROD I 1 .� - / 1110ECO,awc, ��T_s. ­ Dot, M* TP4 OPMT*N KI � r I I . , _ — \ . . � 1?2' AlLawim SPAI Ot"LAI II I I I 1 tta- : �% #EET T"T 4, OtIuMara'a Qu."Mo, 003 5*1 51 III !_Ww/___� " l, � Ilia %lWg 40 or ,EIO 4FRAN z 1/4' xAI , ft,oa� TL au, 6 — too - .. a '_�� -1w t9"90-��� G`w_ Eaa-�m-vql 20 KI,r I . His ",O A. ilft, *I, . jx '0I 1POILOC TNIIIC�ITD,rnfa CAN � I , ,/ ok .2I I - 05 x . — III [ - -, "4001.10 III�I I Gal tr-l-r - ___ - ,;;; . .. .... . ,_ M_r� ­ ­ I oft - - CA-CM719 _� �'L ,�_�- - . , tff , ..----- - I I x %k,,GwRn___�laI ,� Aw_- ­ or I I . I I III ,III I I , i - i ________,_____ ... - . ­_­ ,,­ _i&=LiL__ 1____­1_____.­­ ______._ '-- ________,_______ ... ____ IRSTALLATION DETAI L �j -. , INTO WQQp._ KRJUCTURES I i , I �, I I � : . I : I i �f­.­_.. 11 ­.­i4 I � 7""'" ­­­­ I � I i, L r I HIACCO I It . �L!, r� - 1 8 [ ­­ ,,� � lialIxtia) Ot"Garp . F.11�111� va� . , ROCIARTI) I II, I 1� I I r r- I � I .,. TAPcON __-, ILI , 1/4'a IKI . l/ I _N I , L-'AkW - -ANC40F � i I I ­�­ - . ; GO 0 %, e a lar D. II 1 1 1 , 7 _ �r ; . i . j : - I : I � j � � � L I � I I - - I . - 4_'�)l I � I . Q2 I � . � _,', T -W, opkal v _- � I � �� I � I t 'G' I/4. . j �/Z' 1 $ I I I - , /a- 1 L __ i� 11 . MAG , Ii ­?­_._­1 jalt,N, � I I . � I I ...... 1­ , I �` I Li, I" � . I i � I � I :: d III 'I ah I , t 'I I I I � I � a � I , a ­­1 . -I— ; k . I .,J­ � � L ­: : i R �� (i�-, :I " ifil-A . C , - , . "� - : C It -) � , I 0 ! 4 I;.�--� - I - - - R,L. .0 mnttL; I 9 v - � i AT 0, ow"LAI' � x . �-`I,11;�. - � CLASS It p . . , � Exisli 11 - . �, 11 I 1111'r rtASIII i I I p , .0. .rl-n 0 �` I I, � �,I '. I tOx 1� 1 i LGR. LL I - PANaL IXIII - 11.1-1- -11 �I` _1 ­ � I 9 �� I PPuR. uxc-,14 ff � 6 � � �su, ELLVALTiON t I (Su EuVAII � � � �� - 111, _L' ­.. ­1 -1 - � ti� I - __ I CLA; Stw I"tt : 1, ON, 9 121 I - . , I � _v I I II I It �� K I' W,T. ! . - L __ . - - - - ��. ,a __ ­1 - I I k 11 - -I---- ­ !.�--S,EPAPATiO#T I ; 2 - - 11 4 - W, I [ I �,j a, - � , 't_ASS I _T � i �)� *---SEtIARATr,N - I � - I : GLA-1 . � . I I -1 L/I - i 6 _ I ­ I f§-.- --- I _.­j � - - '' If I I ­ --- I P I A, %1 Gal ?6 ,[ I I " L 6 a TOr ot , , L I V_ � . � 11 . i 1, IL I I I . 1�, _Qkv .�i� I'�i � I 11 I -Igigh"LUSEI I ! 11 I 101mi Ill r � ,I I I . I I 44"0 I __ 1� . , 1 - I _ .j .... 4 , 1 - a - I -�,I � - r- � � ,- t _f 1. I I I I � ...- - - i I , _i_ �' � I - '� '� , __ r-----F-, ., � 2'0' WOOD - _ .� . __-�- 'I _ r � - -I,,, , I - , PLATE 14 IF RECU"I s .. ! I ­ II14:ae PANELMATE PU'S REIZARM � , "" ' I o I Rirt_�E PLUS - - - . 11 .NDIOR & 12 1/2* 0-C, I I ANCHOR 0 12, 1/2, O.aC � I : I I : [11 ] I 't i � ­1- � �, I , 11.1 , I , � - EMEW I-LIEE-Iff-En PAHL .".11111.1111,4, WALL MOUNTINGS �m �:.i"I I - .' ­� I .' ak- 3/11-1, �t_",.I Ek I . C, 4--�� 'I,; I � I � - z ` � :_ � go.44167 -� S FLORIDA SUIMNO COM (Non ±91i.volocIfy Hurricorwat Una ... - hDIM M*� I * �wi - - z I � - OMAN, 'COM Ma: 24 GAGE CALLIVARTM SIOIX SIORM � �i , �*% STATE Of I"97 iF r;w, ... ­ ­­. ­.­­ "IPAKL I rAt,ft a- I , I - ___ I�­­­__',�', I II LATCPA ARE 14l�t, VAI 1:10411 MAIL, 4�S D. * __ , ", E " ` �Z'L, - ­­- - ... "'G7,1021I 1� 41 1, _:��,�� / "L ­ OtSIGTI PIRESSURI ;.��NOS �p�sj) AJNQ LIw,r- -,, q,'� � 'I I) R #�!; GLOBAL PROTECTION PRODUCTS, I ;LC " Wt__ IMMIC - � — LENGIHS �_T PFF? IRNATION Dn 1AIES7 "L ,,,, ?� 'il-6 I � tI '�­" k� , .1.1 440 $,w tl XF.W. 'riat.n, - " =�� OMA�_ ft= 123�4 �� FOR PW *00D FRAME CDNSTRtJCTi0& WOOD ­G, At V � 4 -1 � II07 - _-, uIt 4 x ­_ ,,, Y - I-Tv"I'l MEMBERS X X SOUT4ERN FINE No Z5 W/ SPECIFIC lton.041 - III-— . 1,I, M. 20-175 ,,,,, - � - � miata`_ ,_ Iwo— III Wuw*­7�1. YAL (OUNW-4m i I DENSITY Ow 0% Oft FOLIAL — � 1— -_-4 -�_- � I M S 1z .—, I __ - I PT w_v_nD0_1w___.__ 1 ,--WW7 4 � !!�` — 1 - — I — _____ - - - __ - - - I I 4_0 (1) (1) C_ W —00 � (:L) -II -0 > ar- I- W L_ CL = _0 2 w C:)- 0 = M -0 0- . CM-I-- 0 a) 0 U) w := a) -0 Q-0-0 C:> 0 .= = 0 I- CDL = 0 a) 3: = = .0 U_ — M 0 4-I %%A lm 0 > Cn .— w — _1I " ,zL. .cn 1E cwu ,I M Cl II ,0 . = &5 < z w mi M - I ?el * - \1 , \ V-1 , 0 w 4 Ss' I v1L arp IN& & 1 II � the 3� app I ! - �V,, ?We 1,(ja 0) C 7tb ed � fir P, Ifo Iditioll ! � 1� � 11 L Cn �T I " (D� (D c M 0 M L. L. = Lu � < z Z: _j n . IN (D (D _[__ U) M > 0 L_ CDL CL < _f__0 0 =3 0 0 L_ n a) U) M co SHEET NO. SH 1 AI INNIEW _110FEZ I / I lk EZIW/18 ANCHORS - - -1 - . - ______ -PSU SEPRI GET PA ALtERVAIVE E21W ON _-M 10) --- -- 11 I - _3 NO.— I -, _� _ �: .. - I , - ET �A,� ! , f!) -�kgstt Al zk . , Or i ,--- ." il OTIS 2) #14WT- �Ijil ,­ _-.---.-, ­--­� , i2' , a �,F H IPMD , 11. I­kT.- _T::�_--f , ­F­ � _� __ , 1::__�­ �­---- ­ 17-----�- O,,tr�. 'll,iiAl'u. - 4 - : : � - - - - __ - = FOR, e`FT­ 0) cl SIS, Ilkirk I'll, k I: D a, I,Aki�lki kilkillp'SLIS: Sk,ALI � -_ or 1`_1r____f , 1, .--- I - � � - ___ . � ------ jiLl I S'AlAt"I I , AII HIS I ___ - 1­71, . ­-7-1 I L �__�______l 7 1 �, --- !j . 1, I - 0 r-11 - I --,-" 7 - . � : I , I I , :0 I I LIAR[A!R�IEC$ 1111k,", IhD,ijl� WiNAHS2 ll�i I'llk SPAiS INSO�,:AIKL'k 11: kill'I I ill � I ?F � - �locl_ T 3 'T '0 RE NIE'k-, ED LeCv ASIN: Q1' '��Nticll]S,r ! � � I � , � i !.- 1 - 1� LZ � I I . I k I I , 1: 4 I - I - . ­1` R � � ?I � - 1,,' � - I i T . ; , � f 1 17 ; 'T 9 - � I I i : I I i I T i I i � = I . � I � I I . I I : � � - � � ft I � � 1 � I � ; i , I ! ! i . 1 i _ , [ 1 I � 1 1 ! i rW I R"fp � : I � i i � I i � i i I � I i � . --- i , ; , L 1 1 1 � 1 j � I : - ! I L 2 . � : ! I Piitl j : : I 1 � ;I 1. " : � I I � I I � i � i: I :1 � , L� � �! � : � i i . i � L i � �. � , k � � I J�Ivk, t t-11, ta]��!,;l 1: � I __ - __ I � __ � I , , L-SAIL-S)k q -1 I . " w, , r _ - , I I I , - I " I I , 3 , - I I., i � � , ) aLl, �_.iatLL_l E-1 -Uv,j,; t�121*A F'RAl �, - (i 11 "I I j I � � I , , 1 - I : f AIr v ,- �_ 'C)P . FC-lom , tl , - . , a AURI i C`rR-;,Fz -__l , 1 . wy �: I�nrin ,.', , _� I I , NJ .A% : I , : . � , , I ; POA� � � �­ LINI . ..0- - �:o,,, 1r,_ `� I - . I1971OOOR .-ANE 1 1 : i . ,tNi) rAill . j, SrF fiu�iOi -?� �i, 4 , I � I P , I � I 1 � , , � z � I � P" S I 0� SlID OhA�1,$ ?Olj_� �k1l!k1,jlS"RLL C'0 .I'- IA"I'Slill IRAIDL i i . 1 I ` I � w " � A A i 1 1 1 , . � OPAE:�,!S`l , � I I � � - 1 I I E � � I � � j �I _:�� ` 001111A is�. lk J�0� fik-l"N"I liCiAl Ell �H��!I,Ilijjj %, �Jkkk L�k �I­,: I I � I , t � � : I I 2 � I , , -, L'AfM I "I .. ll I � l ; 1 � � I � I I , __., .. l.- - L , , . , 1 ,A,l � `,v, I I I I . I I i � ; � I � 11 � i_ � I , , i [ __ I , i �, '1Z a - . - : i ! - i d, � ! , At � I � ,f- ,R� 11 i� . 1 - - __ � 1 * "i � I 2 , : I - , I - I � lf, � i k - � � I .�� �u 1 i ! - 7 i - I I : 4 - - : - l � I I ; 0 -1 'IP 'Pill CAjJF,_1 -F ­,Nrfl�c TO +Ft �; - 7F,AC.. C, I i ro'N 1 � � I , , � I fit i ­ I I a � I - 0�1 - . I � - _J, I I I . I , , ! , � ; - - i 111HAL C�NS_�', I',' V� o 2 /�, M , ?k , �: -,�A,o� � �21- e,�X� I i E , . I � � I ; � , � z I I I , I-, , AD I lkkv-Pie� � , i � ,,:I I I I �� 1 1 i � , listAr, . ' TAPIS D 91C�', kkAj 1 ; 11 � I � LSC� , 114 if SO ill I'll! � 1/4, M", I I 11011ASk UCREV, I � : ,I 'k �� I Z W 43 al 11 III I Ill TFRASV� �.1)t'jkI[kIK Or-, CAST[PISRPI: SlAy fiE A! 611110I Ehi , " . I I Sj I I I . , IN � I I I I : I P iA nijillhilklikkS AS AP0111:1FILIk" EXTIEFINa. 7�.Al "'Aftl , , NS! ANE I � I , : 1� , ` � � j I � i , i i 11 � � I I i� � � k I I ­ I -)( , I , I, , � I , , I I l l : ; 1 . 1 . � : I - --- , �l I I . � i ; I I . I - - . R 4 . ; - I . i � I I i � �� � I � I - I I - I � I I COX - w ", - ... - __ � __9 . - --- - � __ � - I I - : -- - - - ­ . . - __ - -. 1 �- �AN r � ", ARC Nf� " __ - 1(3 E�07M-1 . ; . , � ll;� , ,A ,- � _��NN M. , 1 " - - - . - - - - I __ I - C� -, PAR�,F :: � A .-,�', ll li- L 4-�Lk�j --�­ A! TI AT jEA1 iT� - , - - 1 , 4 � . I I I I - I �_ I - , PANtF - �H-4,1 11, CN'kr�, _ :1 F = $� ,7 t I � I : - �', �­ 0 "-,w 9l t�LOCX kJAII,16. -C­C`5, � - -I -- - -1 IS NO � � �. � _ � L I i ! � �, i � � � � , I , � � �,� _i­ - �­ l � � I li� � - - - �� �� r_!Altt� L -E " AS , 11 sjl,�, CAS� L:,J!k I kili"T, OF - � 41 I __ I-- I j - -- - I V1 I �, ­ � - A � -1 I 1- t I --� - -I 041217 , � AE,l,� ! . 9 � i � � � -j- i- - 1 �_ !_�_�. 1, . . - � I ,�'. 7 I � �, l L , I I � "' i`% ­ - - i " - - � 4 1 � � J .. L A. , � _J IINNF!Lj�� ;� 801-il"Pi TZOC�, ol �ui­ ARi ,,;� it"EL LO,��­� . `J� L" -I �j ,_.L. L -1 �J -1 LI 11 j 't- _'L ,J _�-! L_ L J _R - - L_ _J -1 I _L ­J_ j_ _L J.J.1 I - �� - - . �­ __ __ ­_ ____ ,-- E .:-- . . � � A � t� . . I - !_ CAH, �_ __ ­�� , - =_­­ - - --- __ - - . - -.-- � ), uas - r_-,. , 7 -1 P T T, - T f,`,­1A11Atky;-' 1D I �., L, Tl�kjp 'I I API'l !!, _,,!��Wl ,I AP'LIMA,C ii:l:, ! �'PEET, � :ii I: ��Q C� � - I I I � I - (SH CP�,`)` Ezt I- AIIEFOOI E21., SIN "ICZ, ts� _. I - - Ill -ziw/le= TYPICAk_EL _A1 N FOR SERIES w, ve . 'AL JLU_VA_j ___2_QQQ E-Z - AANG STORM PlIk La , KE- I ji, � 4 TE M (t) ,,- 2 � A SCALE� 3/32== "' . , � - ­ - I rz�_ ll kAp .1 - F w!'f"AL T11XwkAA -1 �,:", i�l�L6:��::,, � � il �_AE � I , , �L rr.. 1 'r .1 _ A ­1­1111 - I . A, - I I /-� - I I Ml CAP � I �, I 5fL U11LA7-A ,,,,,gk01I1IklPIkAHe I,, SCALS 3/32"- ­ A, &� 1Qj;lC%L E P-J C-: I ICCJ E: E F, ; N G; ot I ,� T � E"wNKE:R1Tl EXPPF-980 PRODUll EVALUATIE3N REPORT SOL"Isleper"54-2020 Application Narribil ILM-II - R2 EX Protect NuetleNT z0-31543 Product Manufacturer AIR Antialcaf, 51-nAters and (l Mainufacullwar Address I 50 Donna Rond Vel Palm Seach Fl. 31409 limodulimthlareetiDenicoollan 24gaGa�wwi�ZeaStoo�Sti3wr�P,L4stf,4s Large hilliall limpal ReaWal Scope of EvalluatJontin This Prodal Evaluergion RBpon is Itermlit msuedl in accordance with the niquitermArds of the Florida DFRWRmwdm; at Bifunimisal Proliseeninal Requiation (Florida Suricing Onthrrissiow Rule Chapter 6IG20�IOCS.F.AC�Nt-.�l.o�ewl,Ooac,�plaf��oMiMe�hod,l(dI TJbepvRPAdw0rrloUPoAbma1o�iA&" ["to,d: and,lar evaluated as suninnarized harinn is shurtir craniphinkinf with Ifer PiRtrO19 BrUlkIlhirl COATSE Seventh EokWUn (2020) and is- for the nurpose int-a-wal at learei "MiehWent ED inat HIRRIARI by ine Coile Re-evalushin u(this pirriatort shill be Unwined tolklivel partirdim Florida SuAl Code rin"filiations In F4msions Substantiating Data: . PffRDI MLUA3]QN DOCUMEM EX drawing #211-31543 tifind -24I Gidivantinid $laid Stal Panels (HI & KwkhfSIHZ�', sbeets R ,5 Exerpalled Vj Eriguierill "Enol slitned & saakil by Frank, Senril fil is an trikal parl ist thES �valnlalorf Report . MUINPORTS Linfifloval stl gimichiral Performance har been testain in accordon,e with TAG 202 ill RNPUISI nAm RMO rimcwthil get-ASO I 7,001 bV 6liscMiFfabs, Testing, hnc� Large vinisal irril resistance land cyclic loading perliannarcs, nes, been lastied In soco(dance with TAS 201 and TAS 203 lost standards per el Urpointsit IVEIPT-ASG-17-001 tov Blackwal Testing. l,w . SIRODTUB,A�L.CbUN�CR�NOCAILCULA'nQNI 14rul : Far vogireerleig iffilculfillons have been prelowrad which eviettrale the proall based un corriparathre and/or national anaktyliK to glualify the following design crawil 1 r Maximum Alldirebte Spans 2 �l�$I��lilmurT?AONogb�sSpzrr�,ii�k 3 Wrlinal 0 less Separation A Arl Greeting 160 SLY ii-2- AvEil -SUITE 106, DEERFIELD Still FLOatrJA 3444I (954) 354,0660 1 (866) 396-9900 TEAA,A%IEP _'PaExoKEegli�ccrr, FVNIP", Fill EfIRISIL"PARI cvAl I PI OWL&II CODE 1_:v =11-A 11 i� 7 -.7, 777 "E t'-�J C- I N E E VD, I �--Q (__� . -_ I Rage 2 of -I All Aniencall ShutLikirs, and GLIEMi - _Aga (Wslanized Sunell Slonn "WiLls No 33-- increase fnellowable steuss, his been tried in the cleerrin of this product. Seneration from StRazing is Sol required Stif linkeflolInns Sulside of Sell zone 4 And essilwaral facilithers; Impact Resistance: Large Irripact PesiMil has been derrionsineged as affidenced in p;eRnail listed test repoNs), Effild is actiourl for In LILLIC Finiptiorming dettillik W mkis twomilid Wnd Load Resistance Tlvr preflurl him thimen desIgned to rill wind wads as irdixialled in the sionn sriNE-dkileN rim into respecirrie, Prodaid EvaluSifier, Doisarvank (RLP eliggisminjo SIVAII Installation The ptisdect %holl he InShillill 141 Strid Ckirimplialice With ft respective Product Evall,Ulbon Darkarlool ri 9 villinvosermil dlamnEm Rion,lif WIh an SOIRTIRICTEI noted Inoreii, , Prodial corgionents %hall be OF the nial .favOwl in Real w6duct & Respective Product lGaIREDOPAL, Docurnern (i.e engedisiding draviong) Limitations & Conditions of Use. RJI afthis conduct Shelf be In strict accofdarl wan (he respective Product EvaItuanion norelimer"A 0 PL enillreeding drIMPring) as noted hl All supporl host stnictiel shall les designed SO lesist at# superivilgPossid leads and shall Lis of a rifal Is! ��oled in this product's Respix.twe arkabor raherdule. H054 ISSUCILSOlocrifirdifions shbIrlh am, not accoilkirlie,d IN " Otis pirol lespecirvok aninhIPSrSichinj Us Seen be ditsigniod laki Sir IRS 6he-speuOic hill, by a rognintied ptifirisslonal engineer Ali ocarponents, which art, permanisinly installed &hall he pronticted against Corio,wow; coriminination, and other FUJI-11 dallmago at 80 lirmitil­ TLIms P_ UdmkCS has bel RJASH,glied hSR Lisa fol hip smil CASIRRI LhC Fillih Sisleditv LnISSitsmil Zeno [ILIVS-42i Respel;afulIN �,­__L � - . � -- . � -, . � l, Sill",-1 - ____. _. It . — . - - - .1 . ,� 7 v '__"Y. ­­L' �L _. __ _ _S -IR! - _Z 6 " �� Fl�;�.,. Frank Bennarl PE ENGwEERING EXPil 0)FiiO4Ak4;40 I ('err All I)W; 160 S W 12'" fil'� E,N-jf S 0 ITE 10 6, DEE P ILI LLD BE A' , K, FLO P I UA 334 4 2 I 354-0660 1 l966) 396-9999 TEA m ti�ll Pik Ex. -ill Com ENG;N�'RI'l�Nl.,E�"Wrol�le,.,S""m I--,-,- — --- - ------ __­­,_,__ tN.S-T-AU�kELQhl-QET—A!.45.,.,F.QR,.-$E.R _QQD_E A .. _!ElS. -,? _::.Z__K_tjQ__�5 ____ ­­­_ - - TO AN -- 1 )5 _IRMLEMELA I I IN10- I - RETE—CON-CRITE- PIQUIRE-D-CONCR - LOCK AND WOOD STRUCTURE 2 � I v r 5 I � � I � - - __ - . � J I � DIPI'll 054 Irk 1""' ----,-- ­1 I I' I . r;oNrpm I � Loll 2l L - -0 TAPV - i" A , USA I ". - ANCHOR 0 1 2C ajt� i RLOJil - i . � - � I - - ­1Y - - � S­ .......... - l iu � - � 1/4, I TAPCON . -'.' - .. I vAlF­ HEL-I HEAD Tri, - AOO-' He ! � L ­ .1 I . J14-1' ,S* KAU IFM el"Ki'lo. RP 12, 7-1 C, : , � , I i, ", A 6" "C" RE�OCRPIIC - - 1: � - SCRM 06,41 Few I I I `t i Al , � q­-, � w II up I , I � . Ljz . 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I � � � L� - i . _-, ... _____ - - � - - - I ____ - 'I - F �7 i I i I i � 1 t,k : ,,, 'I �,, ,�,O D 11 -71 i, - ,_� - � . _-, ­_ l I , M, �, ,� �:11+4 , 'j I, Ill :� �,� , ',7 , D 4,10 TwIll"CM, ANCIf'ON � � l - � l : - �, 14, / , � a IS' 0 In . i I I ! 4 I ','4 " ,�p . `Cf` n 01Z�Ofl 41 ;_ Cl --- I , "ll Pl CONl OP . ! , I 7�te, n0ou � - 7 CHAVIL I 1; � I ­X C III SI ,� : i l [! 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IRkrr�k - � IDLP AS !)S Elli AL, , - � ,jC , _ I �, I - A , A, � r - if r A , I , w I , '91''I'll ,ASA il, n , � Sj I I I - i-6 . E-Prill co-ol 1 . - "A -__ ­ 111� - I)1�1 9 - - E mil "' HP -A Cll� � 11 ... 1. f.kf� 1�� �_ � � I , L �tOO - �'. -_ - I_i­A,kk� , ,I- -'e", "I -, _ -�� � O - 1: f f, ,,--,, i'd , hISITI, Sk 0 I "I , SI � , -1 - I . . - I I I i "I'l ,���'�:l�'l�:L��,�.�c,�;",.",J�,i,,,,c,,�,,���L'f_ I - w, T-__.�7-'T`T�7T I - �QS 1, I ,I - :4 , .,!t �I­ '11. �- " _____ i _.__.______ I --- � j A , , - -_--... - I PHA1111RIL A , ­ r"AiCA ­ �c .Alt��, I , .1, �,r L----- .---i , Ili �� .� --L-,- ­­­­ . I - __ _­1 =OA, i I ALL AMERICAN SHurr'ERS AND GLASS 1 ; i 1 t � 24ga GALVANTAZED STEEL STORM PANELS (HVHZ_ & NON�HVHZ)i I 1 1�� ____ _____.__ ___­�41 �tiVI14i.ifiur4yw. i IFEV, TO PANK SPM I -1 i �,,F W"Orwit (�-r"NN I— 7 r PZ Al EEPS'M � \ IIIIIII I , _MCH 1 I .,_,._ t�1_20 I I T __ -, - 6�6�wv WSHEIZZI), I W1_NCPU1 175 PX�Tll 11 11 � � OUERLAP�_ 0 NICOPLAN jk�& � i "r � . . - = A, � 2� ,�l i,,�� � kr OiLsOPSI10"IF k,N SIVI s , 6 � Sr, I 11 �, �� , , ", �9 - I- - I I I f"LL'IlAi I 2. a . - �Il:�� . ! __� . . .= __7 - . . j� I � �z - 0 I � �li j 1 � i , 2 IPHI l I � � il�l I i � I I � � ll"�!�, . 3 2 - I - _ - I; - - �11 - I ' - .1, . � I I ,� - � �' I , , I Ein,LTCCN mol f 11 - - - # . - 4 - .� il - I 0 !,i j I � , " I I � , � I Ill � � '� 11 (kk" 1! 0004 P, Type ke�-' - , - L't ,,�, I Ril - ` K He. � � - Kill BE AT TOI ___ __ _� 0 ELSOTTOP, r-l"Pi TYPICAL VERTICAL MOLJN�T ELEVA310N It.,.L.",if " S i� EtEtl TOF "OUNIT U`S` (c, N TA ME � F"11. 6PAP ALOIAE IO F G 0 , I ICBSTRILKI-Il i I -M I f ! , .9 I I I � . DOrr*M . i i I I . . � � 1711ill, �, - . . , � ��. ", I 1 2 1 Fx . E i I Oj ... 11 r, It AS mEO � O) B C_ � t 1 1 - i - t " T, ri " 4 1, ,,, , . � ik� e - - - - _,.OHeTPPU__ .11PN S 15 _0 I I --- r JILICCATION MAY VARVI I I " I � r, I 4 L, ,� P" � I - . A� 12 I � I - . . L � I � I I im- k _� WITITIM I.Il fCOw_1 , net. sl RtrCro, IspArif WON O�E�15111`:II �ij, 'ItUSELS MAY BE hofCHRO, as "Llirl � 011101.):S, Zo ll�"I'tl'c At I RecrDOLS AMC �9011 Ow rkil ��Ok I H WA& ODIS %10 I Mkill MINING I'll VASTICINED 0 InICAOIS AAE LGED All $.A FT . "M Aecql; It SELOW, COST .1 ON , 1XVIEFLAP5 9 K P, K 45PAN (US - .. I ! u APPROKATEE SPATITAZU' VERTICAL MOUNT ELEVATION /-2"\ (NOTCHED PANELS) \IV N.1 I ELEVA-FICIEr - 19VIC jT" �H�­­....­­ -.-..---.I..--- - ��___­_ - - ____ - I - .1 'E,�Ivlz-1 I - 4�_l I I MAXIMUM ALLOWABLE u 4�-' O�_ �", � S)v "E"'Ly . - - "'. DESIGN PPLESSL)RES: �1_1 D.11 .1 �_ -, � ___ �_�"t, � I Ill. - - FAS ISIll IN DE-31C I I ­ DESrGN NOTES: � 50-1EDIfLF 5 ,0"4 POSITIVE AND NESIAT7VE Df�51GN PRU-5-51L01I CALCULAI ED - _v, , PMUSE WI THIS Sys1tri -5,34I BE DE1 !RPAIdE.D PER r I Ill ,in I , Ifl - __ ___ , __ - __ ,- ____ a. Az d 0 &I WV'RmR h'i 9 MR554 IPE RNRrI r-AlArTER. 1� 4 � FIL,� FDORHAS 01111SLORINK, (DCDE SHAIJ BE LE"STIH41I I � 4A, I ,. �, � ' OLL NFOATilSE DESION - I .q:_�,��AS 11 THE 504THIAL 'I me yAsi uEs us p I CAPIll -reo PREIRLSIN POICAlOW AI�SFMEI AS 81,1ICAVA, � ..,of I I , ;;4 9 ikj�l GENERAL NI 11-Ml - . , 3:59 � 1 4 Pell Rk"KNFICRTION ]III15 ,O,lIPNCrALPSNftSANESNAA1 1I UPTIOCAret, TIrl III , �=oxzdii.i orni THEANWIRRIC11 PINE LZOLVIAZOVII.oxic'-wi 0 t .WI-ATH EDITION (ZIC., P Use vil AND OU7SUCE s, n`E krvl� I'l v � - II� I , TAS 011.2QAtID2DsTES Po��T�--OE3.CDHTRALI-OF.S.fl.,�LLIWIESTTC�-�F �, �, � I jE�XA,LBLqL1 Afic, [�;jFORM TE-: A ILING CODE AMENDAI WHICe KA' APPLY Dr4T,1401-5��!-tPtA"YONL,,55TAU*"E*MNM�AYRI!�,ta" U) I ACOLMOO FOAL tITE-iAlO. URIC &FILED ENCJ m REEFING; 2 $�f:��l:�-L��:T��l�,-�P�&���l�[�U�at'F,�BLEI,IRF,f,'MAgUEENLGFDIN�4.F DNE'Se"LIS SO TrRS SeSeAH, � 3, THE Ae�HITE��T�ELJGISREFP OF PITCOD KIR 'n,l MKIM-C7 I SI.k7rFATAUCTURE r,'H AN MICH T HIS DUSIll 1% UZZIM 500-L BE -M-DISTRI, t I - MR TAP Wie'.11ITIFF'OF ALL SUPFORT--UOSURFAl Ake� DEPIGNW�WH . SH��R�COOkMMA-MOg-fT"EP-.MIHG'DtTTWTC*� a P` � N I StRel SFT`Ek­SP�2SF1C'SEF�Lf_- --drilmERTAI5 -ALL He Pf9r1f`1l im, � _r . cm.r�4TODFVrATFPnON�.OAnr,nFLrC7EVI 45 Co'll - �i 6 Ii IPAZPt, A�,CIIITACT THIS Of r1flit ��Ir P4LITSIM114 TAL 0JULLICIO AS, � NAIZ R! AVID �2 ,- � '-, - " �Hl! "If ..�D HERB, PS 5RINIT'ScAvo ML5 04OF PROVIDE al - g 2 ;,t [w9CLIFIl H:)R A S�Gjflt: 5M 11�1, 5rrc cu.�fvjizk Di��., �0" I 'TAN'tit, _ll ENG-Irl OR KPIVIDIREC, rk, Otis DICCULED 11,11.11A_ �� LH. Mif 0.2 .11, .�.rs.�Itt�",�ESIT�.p�TFXC�-�MENM FOR USEIN � I R I it COPOU �­"Ijfl knf� -.415 Or'Ll ti LESSON III ESSWRIP5 AKIRO 4fRIEVi ATR E al 11 4 rUX1 I L! R -ml Ct = A -, . 'j 9 t � PRESOvILIBS DOOSRCDa,AI_S BleFill"LFACTISR. ? A AllglIET 0 1, I A� I slAEOMADE Il flIi Ssr r40rFC L6 . " EFI A 41XI'1.� 5 SE � , ICTN SH ILL IS PLATEO Ol 15VIL I � li� �, Cole RIOS N_AEs �lsiiAmr ANO � PLA10PLAL PIM ALL [�011al �vm 15N� " M - I FOR ALN'al 9FRUCTI SlImmon I 3 3"'i"IF "LL-111"If"I'm A5l I k - 14, _1 ANY APIN ICABLE IEDERA14 &WIC APKIM LOCAL ClQtW� . ki - 6 3: 4 5 .LAS "PA,NELS�'�44LLCEI+�$ttIL-t-'Ir�-4' 0 9 S-Ru4"FAIM�-NU CCfiFO7MTG Ps7M A133S7e."1UPA,10.ALk1l 2� ,, . SIA] 1) -4 1 HI , _, ,MGekLlJASOck? COATI N1711 III NINMUM Lul I " AD. ALLAL,J11LRflJkI CATAIVAlkPOSAIIALL5404 , AHIMAIWIft All 7- Pill- 5 1`40�00 O'NO-15A. ,It �j,m TOP I �P,� WAILS m0l�­ ALI Art IlliffAl ilAAl AS Fl _ Ol is DUZTAT� PANELI PLAY PF, UOUNTED �APTILCA,LV OR __4 Howo"TALLY As Avpul:Aall , "t'll ARMI 0", � - I < I C 5 "D 'C"t ,It , ", r"OnS."', , NO CARkCil CONCREIREAPPI 16STAIL ALL CONCOU'TEAO.'80I PEP, 13, T iF OCTILTRACTIIII ImiRiPsInslieZ Ot UISOl CIS AfSkrs<rr ';L MEMALE-RAPRO El M DAR RATERIAL, TO PAPAILTELKnot"Fal 5 14, 0 PIGINEER SEAL AFFIXED HERE - VALIDATES -- 1PLV,TB RAL DIMOM AS, -�Io --- I I Me 0 10POMPORT, PEt9t44iEW)AT[ri-A�,. Ii. oidh � � PTArEXPmf5SLVPA0,PRVDmrAi1TIP FOADDIII I E ` , FICNI-CAARTINKATIOPS MiNTEN16K� .,u34--moino,5�c�OT�ip'.�AKI�4�----c�ss.c<lj�- I IRM =.b Ari D nNALIal Tiir�- aP,iiIPIOvSPCh V11 Ll 511A� BE PEP MAN Ell LASELED 'ArEmik Anj� THUM �F j� � LABEL PEI - "'O"Al` so � "'C"ATIC" - OMT�� 17" ' I f= � I I , L A it 4 PIS �� Al C A Of , .C!JD CLASS Ill EST PALM El FIL � � s 2131, TAS 202 Is TA5 2- �Orce MrOl APPItte0.4. N.Ill -1t. 20-3i NFI-M Vi&T ECALC,10431643 n , Iffla"(WE 11 1_� ""I', T �4 "I - I 'I- r ;. ,�` .F77 ""?, A_ . kj k, - . " �­ ­ I b , - " ,.--.* mirite Anxist'it,API I 'fl , - 1 _WK,0,M_Jr,0%i__"f � , : , I - "I I,- � , I, _P, _ , 11.�'. - ,:A­ 7 - , , - - ",4, .� - :- 25l 1 1. _T_0 osr� . -I HI - lit'. � IC:1. I - _ ,2, 0.090 ___ J-2 050, 2 2wl- 1 i. - I - ! __� 015 - - � .If � v L'sk, " I_ -IS Els . 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A � - III evrt-1 � As 1I.IP", 0 ' 7. , -q ION TYKI - , / AF-P­ --- "l ". - �-Wk j �� "Am 1�' � kjTC,A,nvF i 1 2 9 PANEL � � 2T-0;RR)l TMCA1112RAICECONII �. .:, P-1 . -- I l .11 �� 9 k, � - 1, � V. �; ,. - ,,2�, 1 7;_1 12 OCARIN't ,� � � � Iii � I ­ I ­ 1. �,,� � i I I 11 it :'.. � : " II3P IS"ll 6. 5 i 0 I, I � E i I I . �­L­._! ­ �, " Ill S_%� "All 41 1 CZAI F&STENERS'ARE MDS USED 119 OWLINCTMN W17HALL MoLINTI - USI , 7;', il , - _. ZI t (1-RACK, 5TUDl ANGLE, ETC I USE 6, 25" FILE III I'MPFENER SKONG TABU VALUES -JP . ; I A ri`vt " kAl III " - , i 11� -i-L" _� _ . I , �!, � o vk,� '� C., I _CCFAORI��" tLES7,,Is��IIISTC O 1 ____7T � , is " �v IG �­ ­. 1 4 ii- - PIPE IGFT *IS , � , CAI,)fVK_-rT0% %I ALI AAOUP�U'6 E�`SVSr,r,�Z � . - - - y `11 l� .- ::I L_ . / / - "IlL �ll!L..-.'/ _11?_� - , � I � i L , I � � 1� , , ­­ ­­., T . _ A, ­�e, I " '_ , 1 11, Ill C E , �, _P�l 1. -, < .N I- lk2y 112.1* 4.71 4, 5' 117- . I _' i:EL P 'H�Pl - < 11 I - - - - I H.- -i OnE� -,il - ! ,,,,�EL -_ I _; E I U�_ LL A ,.iT15:;jj4(%TNCLUs`FM BUILDMIT CONunwits) - - K III( __ I t - - � � � . - I I � �, 4 L rAWMINACCCIRDAVCEiqrTHMANUFACMREP--'k'-,--4WEMM4,TI 4= _049I EE i . I ­­ , , F ­ �� C . - Z,1 612V il 4,II 4ATIEl jo�7­14�A 4o"i iL21l, IE� y - �.l A, 1 OF -W � I - kill il 8" 12 5' " " , ` _` T a' 5� P-QUAVA' RELICCK KIV STRUCTURE SHALL CONFORt" M ASTM CAO 6=14H - L � 4� U Il 1 Lx 91- IT,- I ±1_ 20, �- i", ;'� - - 1 , L,� `?,� a, -6 6 LWMILIA4 EnInG.)MENT AHALL BE A. "Ol 10 AN04OR SWEDRULE, D.Irkp D IT Krk Fr,� - � 1111 Mll I 1B I I - In _11 - I a 5 . . T_____1t' - C, III :0j I " i 11, ­1111� 11 P` I . -_ ­_ ­­ 1A � 11 `. I - - ,F AZ)f--., i !. �OC;n i F A nul �_ /I / ��� � - p4-i"Z�L _CCPAs " " NCI kFINC, ll CIO CL I � �",Il�­` % �1� lit; , S, I j'�, ,�� 1 1 1; i � 14 A - � ,ALL ICTIFFROSGUID SO 3" Al � ­ I � � �11 Vk]�Pkk`kI� � - i , ! - � � iKi�� ­ , , ,,..,. _R,­ "', I , � - 11: - vl�x$ sr,,Dvi 111I �1� � . i It I ;11 I ­__­._­,­ wEi s IiI - 1-15- r E " I 1 7*1 1 FIFTSAIV5 WALL FUU514CS SHALL BE LIPIRED TO if*' MAX OR SHALL III VERIFIEL BY OTHERS TO . - . i , ­�, 2 121 ! I KCIE-1s, i - OT"Eit AISP AiSIC �, I I ,I Ill Loil I , " A`11 i � .. I I I � i / =-­_-�O_ ­ - �_.Jlj, � . * *= 5Z 1��S, .j.91 Ir­ r.z- lz.s- ilikii, I ? 7, Ill 1 ADEQRiA7 El TP ALNEFER LOADS TO lill ST RUL711I , - - ... 4 � 'A ik, I " __ � � I I � �_ Z i ONE - A I , -1 Ill . � ;� -- 1 V � L __ - _1___1 j . , ­ - 4v 7Z .Z.F, L jo. , III il 26 IT! ,,I., _ 'L 6 2.,l 1 0 a) , - 612s. 14, 4.4'. i -A_ I.43' 41 I'l 11. a, 0�1011fll A*040,05 NOT ED HDRIH I "I ILL RE EMBED DEEP TO VIN �Ckl CONMI GIRINLY I I fl, 1- - � 3 , - - - - - . � 400 . � _' = ­­; , � . - .,. IL2'. 1 L. IS U. � ll� - �: 0 I GLASS SEPARATION NOTES: - I? 11 �11 " I , 1115kill RE I,Z.T' A -- 0. WkEpz-EVT��7INC-STM�clup�EL-W�MMAWNG,EXISITNGCOWMCI',GMAVV�RY, ruw sAill i , ,-eI �.J, I - I ;;-�,k`k�`, W� - ­1 --- Ill III- -A- SO M � I a 3 I I/ 7,01:� % ��tp � � j"Al". --m- 'L, 112�57 IL411 !l eir "51 , O, - 6 1.3" , i , lIAA. ---A - _,�� ALI I 5lel . A, M�', IL I �EPJFYThATF��IC,rENf-,�.W�Nyor,Arm)ATEW�r,�VFM�UNGMEMERq,NMPLY',%�WD,� t'ASTamMG . - , i 1, -, "m e 9 � ! '. U) I /l ,;,;t;;, A�­, ".1.1. I , * M " 6.2P'L jj.s, 4�ik` Al' 6,25' A�7' 5� ElIL$� T: IT, F. - � � " � 1 ad -1 . 1-1 �,_ 1�, -, � It 111-1 �� 1 ji" "Cr L Is Ell 10 PILYiNol IS ACCRiilreol ONLIP FOR SIDE CLISELSEE PIECES, I I " �I i c� -1. I I " � � w,,U "_ : , 1, 1. ENTEP � �,Arr SCIOECLK-E OlPil kk0l,,P73�,CTAE�IHN IIIIAD "D Di'llikkkkkIIIINS "III:, h- M . 1 � O - ..I:t - I ,�A­ 11,4f - ' 'I� 9 i I I -.1 110- P S11 A.1- 2z- -F -25-- 9 27 1117 SX. " I � -- -. - PeN I" � ! LD HILERE ALIRICM01I FASTEN TO NARWW FACE OFSTWO FRAMPI EiSrENI BE LOICA-I Fill S, 'o , - �., 1 7-11 il 11 I sk k11VL AS, Iff 4�' "NVAnO AOIA-ATEON I PII - �,E okE S7 �4 i, Do OC ­011I SID 1111-1, ne. ___ I ....... - ", , � I -1 � 111� � 11 _� - - _ Roj 11 �! Fll� � ' " � � 1 ", ; 7z 1 6.z5' 9--' 3_r 33- 1- � - liffiRIMIJIM - 2" .r 33' h - I ,CHII TS REQU I - ` I ,1,--­­­1T '_ ---__ - I --- jAe;i7 -?X- I ,N '�4'JMIN.�kVOC,05-,UD4rErr,Fi)l!;TANC I � W - I I , __ - 2 � n F, 'i i FRANS41al- YROOO STUID PZHALL EIC `GCPJrHERN PINE' G-0�55 OR GREATER DENSITY. LAG SCREW - __1l - F � - - '�"l -A, L 1 .,l " _ -1 ," -1 7 - - ,I - ­t,,A!__l'A F _� 1E_,GP L�_l � � __ ;t R, I Cr. TER. OF NOMML 2' F SACMiArAOMFOlk WD . - - - ff, ;FF �aEpp'C'Llil !U�IA,EE,, � , _� _ � - ii /A 1#1 FF L. 00 � .,. I �_ --ft,, I a -. �CAD - II, A�Lt­­,L � OC �E % C. - . I SHALL HAVE SHILLIP. PAPI HEAD CIE HEX W-40, oil 1 & I I I ill 4 LU.F_,.__�10�4 I., H ­ n.,�- _� - A - - - i . r0111!r4s!4kLILikTN`,)N-�Mj_. ' ­_ _�"'." - " S ` - it REI'M151.147104ORSARE DE6ALTPhtlEILMATE,ALL-POWr--D:�-nl-st7&URAS�,OU--JITNf. - ... � 111�1-111N­1`1�1;. " �/_,/X,/// ,I � A .F �_ I IM l,, �­, � r,,.,,F'_ : :C� �It 1� IN H 1, - �I'111��I�:,Ilkkk�l T IS r,kA55, S,AFAI1411nif� . I Its k Ll� AINC"OREI, [N IISTAI VAIrIllk ZPJIIV�� I ­<z ,"?t-x- , �, [ ,Ir I & - k k 'HE 1k, i ILL I �� . 'I 0417 - �­ 11 A.L. --QkISPSR� ,hirk S, I L I ixPi!k,rIvkF-,OkA IHS I -O- `A'L`1O7­ AW`i`H1 2 MACHINE SCREWS 94ALL RAVE 1WHINIMI BODOZET SENT CiFTHTSIAOSS INT01 MEE 0.�tqr��"4:. Sk HE Ell i RS ;OIr *I �lilkl � ,� I 11 � ANKOICRANDRAY HAVE ErTARRI A PA4 HIM TFAISS "FAIR, OR PAPPIRTIS HEAD (SIDEWAL9 RiCIL 9,ll LAIL or�, r Tw4`v el,k It -1 nCIT-11: �En OPEWN1, IS thie-ILITAECI -1 _� �j Alk,r­ srsX,al 2�_ '444"'OeLP'. if, � r,,- ,_ �_ ­­�--,-,;"z, " I 2I 20�31543 I , I to M- L. -31543 - IsAs, --i I � 11 -,4L ­11 'e­ 31 , I Alk"kin � "I In'. -1.1 �,� I , v:ll I I l \ '� �' I "�'� "' k% L� I - 20 SzDl OF THE IlLkZ INC, IOUT'110t Of f�`,'IENITAL I �_ i- , 11-1C 1 1 f , ­,h_-, I A i'�, ,, __;, � /I , L�,� - l3c MHOJMk)MB49ED14ENt.ANDEDI,EEdF,TAKEEXCWD�S57tWCOOROTHMWALLFI I = w - I �1� . �1_1 , , - z �,� / �- A � 1 � " � , � / I �, ISO - =/ I I I A� '12,l r Et "' 'ePT- -1 ff � - 1: -.1 - - . , - ____ -1�x­ ,,�!k­ �� , - i4,SMDMGNATEEAfK4ORCDADMONSWHIC"ARrtWTA=t�TABLEUSM. �E i � -� 0 - ��-­_'11­1.. ==== - T. _ _1� � . 1;t11 �` - f --- __1 11�­_ ­1. �, L5 * UretCl MoUlpalill IODNENITI)Ciftl < . - W UrtzARt"TERPIZKATiohtsNXPMKTT�t�Pl�QUI�,'W��l7�iT�+l�Ar4l-�,�l��FV.S,-'�rzL'OLusu5Tmr3�,S r zk-j'. � I ,, , 'T"'OPP" D-915 ISHE.ff I ,-,I I -It" li 1. I KOLAI.-I , `444 0-11I . 11 z , hMil�,�IkCOL - 4IOP-ite ­�_r ,,��,, _x I?, �Lft*lln kill DETAIL 1� � Fer—Allik`�11O�S!k- ;'­­'-­ Is I III '. Pl� �, lk,A.'l�, 11 _2)-QP , - "I -111, IN I I �QA P - TT NO ' — ' 1-1­44-. ­­ ,c — � ,I — _ Ir _�'IPLLAI -.4-1.41— 61 - OPTIONAL INTERIOR FASTMING DE -TAIL _ HAIS�l ii, __11 ;; i71-- -11IFA`K"MrPH:I.I1­�;­I" 1 ��)� ( L - 1 2: �, � I i,i � -1),�_11"—TV-�—L "' - - - 1_i� C� '= K�_­_" 1�. - --- � i� -Al I < _j . . . . 0- SHEET NO, SH 1,5 318" CEMENT PLASTER - 12 MIL DRYLOK CMU - MASONRY BLOCK EX'11�1EME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT' N, WINDOW BUCK TO OU TSI�! E EDGL OF D Dr MASONRY WINDOW BUCK - 2) SEALAN JOINT 5) SEALANT FROM 7E INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACR1.',SS'WINr,K)W BUCK AND EXTEND TO WINDOW FAME MASONRY ATTACHED PER CODE 6) TOOT ED SEALANT REQUIREMENTS BEAE) BRIDGING CLADDING AND WINDOW FRAMEk 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND. INCLUDING SILL„ SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCT'ALATH TWIN TRACK 2.5 VX' CEMENTPLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE V OF NI R IBM N WEATHER T- RESISITIVIE A. BARRIER WEATHER VE BARRIER & ZARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 11\L WEATHER REVSMVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2, Self -adhered flashing plus head flashing under weather resistive barrier 26 1) 3. Fold weather resistive barrier back over head flashing and sea[ with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER REFER TOTECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED, FLAS"ING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to e number marked as in each detail that corresponds to the thO� numbered items in the list of Instructions below: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive harrier to form water shedding laps I Self -adhered flashing can be substituted for building paper 4, Split the release paper using the ripcord (Split (releaseon demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing rnaterial (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessarV 1111111 Sal 2.440NI 161 RAIN 2x FRAMEWALL TILE FINISH---- 1/2"DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - VINYL SHOWER PAN SELF -ADHERED FLASHING 1 1' 1" PER PLAN N&kThER AE515TUVE 3ARRIER Flo FX-MRIOR SHEATRNG 3"`4%1" BEAD OF CONSTR. AL)HESIVETOREAPPLIED UNDER THRESHOLD OF DOOR AND RETURN P JAMB 6'. 1 !R= LIQUID NAIL BRANS OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAX WP02) SELF -ADHERED FLASHING SEAL I OILS OF JOIST UNDER DECKING (SEE DETAIL WP(l7) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER R *J P A L*"] I I I Z I K 8 1 a"J i 112 SHOWER SEAT WP 1 1 WINDOW UNIT FLAASHING' REQUIN"EM'ENTS -DOOR ROUGH OPENING SLOPE 03 in: 12.0 in R703.1 General, Exterior 'walls shall provide the building with a weather -resistant exterior waif envelope. The exterior wall envelope shall 7-l" BEAD CONSTR (0.6 cm - 30.5 cm) include flashing as described in Section R703.4. X4OF ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6'. USE 1-10iA I.) R703. 1. 1 Water resistance. The exterior wall envelope s�all be designed and constructed in a manner that prevents the accumulation of water EXTERIOR NAIL 6HANO UH EUUAL WEAI HLH PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -AD ERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. _U SUBIFLOOR W IRE LATH R703,2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches, Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. 'The No. 15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continu ous s to the top of walls d te rminated t d t pe netrations t tions and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. I R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based It two layers I - . , sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to o ay rs of Grade D paper- The C2rt 2) individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING FINISH SILL/ POTSHELF/ CHIMNEY SMOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WP02 CENT, W:FP 0 3 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, E substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SE*,1,F-AOHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE rLASHINGJAMB 6 HEAD THROUGH SEILF'-ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanicaily attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASH�NG-­,, I shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLAWED WINDOW I LRN ,_A ERS DHERED 7 (SEE DETAIL WPOI) 7 used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED IT entry of water into the wall cavity or penetration of water to the building structural framing components, RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, rthe building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and � 11-4 (REFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ND A MINIMUM 6" VERTICALLY FROM ACMES4109 AS SlIrWlf� contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as :7] BOTTOM OF flashing in exterior walls shall comply with AAMA 7'14. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD I shall be installed at the following locations: 1. 1.Exterior window and door openings, Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the '2) following: (5 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are 4 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or Q6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 12 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3, In accordance with other approved methods, wrr'%05 INSIDE CORNER WP06 1A In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMANVDMA 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. Ground7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4. Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs, attach to a wall or, floor assembly of wood-frarne construction. 6.6.At wall and roof intersections. Water RmIstant Barrer 7.7.At built-in gutters. 1F-A ...... TCH 4 r HERED FLASHING Foundation wall® 41' (5 FOUNDATION WEEP SCREED WPOO",81 PLASTER STOP CONTINUOYLIS BACKER - ROD & SEALANT N 1 OF SAF i_STRIP V+yDRMRAG( PINN E WRB BOND BREAK WRB SF LATI I WRAP DID WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS, AN AIR BARRIER 3-11T INCH FLANGE 'THIS NATU DO N A,CCE SOFFIT/CANTILEVER Lath Sheathing Stucco SELF ADHERED FLASHING (SAF) DRAINAGE, PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING ISF) LATH PLASTER ACCESSORY - SHEATHINC,'OSR, PLYWOOD, DENSGLASS r117 LUT1 "116 �TURAL FRAMING _'3"URAL SHEATWEI(�, OF SAF AGE PLANE IRIB BREAK WRS TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor 40 4 41 a 40 4 40• 4 Virtu, - I %Psq, 7 0 tot G �t ; a � � & It, A 4 lice Cr ete r111.1 1, 7 1/lifil ' St h7c. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED., Ji ,a/? 7/8" Cement Plaster - ----- 70 Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7116" O,S.B, sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Mainufact. Spec,5, 1/2" Cementitious Decorative Finish All inside and outside comer will :need to be miter cut and caulked all butt joints need to becaulked using Stampede or, sirs , caulk for all 82o23 - A TAPE EDGE OF HEAD FLASHING REQUIREMENTS N WALL FLASHING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE STUCCO ON FRAME - 7/8" TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > 3-COAT SAND FINISH STUCCO WALL FLASHING a) O STUCCO ON FRAME - 7/8" 3-COAT SAND R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L ON SELF FURRING LATH ON 2- FINISH STUCCO ON SELF FURRING LATH ON FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER a)Q O OL LAYERS OF WATER RESISTIVE 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING AWATER-RESISTANT BARRIER BEHIND THE _� C6 BARRIER COMPLYING WITH COMPLYING WITH ASTM E2556, TYPE 1 (TYP) PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN Co cn WALL SHEATHING PER PLAN SHINGLE WATER N 0o eo RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM c O — s= SHINGLE WATER SHINGLE WATER L N SHINGLE WATER RESISTIVE BARRIER RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED C O_ C O RESISTIVE BARRIER OVER WEEP SCREED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL Ocu V— TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O -'—' `'-- OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� E O O STARTER STRIP WEEP SCREED— FLASHING °p � JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED tq cn N L Q CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Q CONT SELF ADHERED WEEP SCREED FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NOA5 ASPHALT FELT I— -0 U) Q FLASHING TURN 3" UP WALL COUNTER FLASHING 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 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. UNDERLAYMENT z z SHINGLE PER SPECS SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE SHINGLE ROOF PER SPECS co STEP FLASHING TO oo STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED d EXTEND MIN 8" BEYOND ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO UNDERLAYMENT _z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TURN UP WALL MIN 8" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ROOF SHEATHING TURN UP WALL MIN 8" PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE PER PLAN BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING ROOF SHEATHING PER PLAN 6� PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6. WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6 6DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED NOTE: NOTE: MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED ALL LATH AND LATH ALL LATH AND LATH SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ATTACHMENTS TO BE OUT OF ATTACHMENTS TO BE OUT OF METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED CORROSION -RESISTANT MATERIAL CORROSION -RESISTANT MATERIAL AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL - SHINGLE TO STUCCO WP12 _ ROOF TO WALL - SHINGLE TO SIDING WP13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3n_ 1,-0„ 3 If= 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, TAPE EDGE OF HEAD STUCCO ON FRAME - 7/8" 3-COAT SAND WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE WALL FLASHING FINISH STUCCO ON SELF FURRING LATH ON TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR 2- LAYERS OF WATER RESISTIVE BARRIER FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE STUCCO ON FRAME - 7/8" 3-COAT SAND COMPLYING WITH ASTM E2556, TYPE 1 (TYP) FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FINISH STUCCO ON SELF FURRING LATH ON PER ELEVATIONS FOLLOWING LOCATIONS: 2- LAYERS OF WATER RESISTIVE BARRIER TAPE EDGE OF RAKE COMPLYING WITH ASTM E2556, TYPE 1 (TYP) TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL FLASHING WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN — WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 WALL SHEATHING PER PLAN FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHINGLE WATER SHINGLE WATER SHINGLE WATER RESISTIVE RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR BARRIER OVER WEEP SCREED SHINGLE WATER RESISTIVE OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE BARRIER OVER WEEP SCREED OVER FLASHING MIN 8" OVER FLASHING MIN 8' FOLLOWING: WEEP SCREED 00 WEEP SCREED - CO STARTER STRIP— - 00 STARTER STRIP co 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING HEAD WALL TRIM FLASHING TO RAKE WALL STEP FLASHING TO RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH UNDERLAYMENT UNDERLAYMENT HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE CONT SELF ADHERED FIELD BEND PANEL UP 1 1/2° UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING TURN 3" UP WALL FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT BUTYL TAPE SEALANT PER CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER CONT BUTYL TAPE SEALANT:PER:: MANUFACTURER INSTALLATION FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD MANUFACTURER INSTALLATINSTRUCTIONS CONT BUTYL TAPE SEALANT PER INSTRUCTIONS AND SIDES. INSTRUCTIONS MANUFACTURER INSTALLATION 00 Z' CLOSURE INSTRUCTIONS Z' CLOSURE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A Z' CLOSURE STANDING SEAM METAL `t 00 STANDING SEAM METAL co REGISTERED DESIGN PROFESSIONAL. ROOF PER SPECS 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT" TO TURN UP WALL MIN 8" ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. ROOF SHEATHING 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL PER PLAN ROOF SHEATHING ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. NOTE: PER PLAN PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ALL LATH AND LATH 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A ATTACHMENTS TO BE CONT SELF ADHERED CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. OUT OF CORROSION FLASHING TURN 3" UP WALL FLASHING TURN 3" UP WALL -RESISTANT MATERIAL 6.6 AT WALL AND ROOF INTERSECTIONS. HEAD WALL RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO STUCCO ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 31f= 1 1 -0" W P 14 3„_ 1,-0,1 WP 1 5 FLASHING AND WATERPROOFING METHODS TO BE USED. �t 1 APR 0 8 2023 O N U) cu !! > ir.� al 4eviOW Asslist, Bnc. O Plans �evieCOMOteted and approved L. for car y eirsc . with the 2020 FBG 7tta Edition 0- Q t F ile0r tisane iahr PX2360 Q o O U L O U) W a co z .J d SHEET NO. WP 2,0 I m 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 malffeli FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-GOAT SAND WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER SHINGLE WATER RESISTIVE FIBER CEMENT SIDING COMPLYING WITH ASTM E2556, TYPE 1 (TYP) BARRIER OVER FLASHING PER ELEVATIONS SHINGLE WATER RESISTIVE STARTER STRIP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED---- __ BARRIER OVER SLASHING --- HOLD 1/4" AIR GAP WEEP SCREED BETWEEN SIDING AND STARTER STRIP HOLD 1/4" AIR GAP FLASHING HOLD 1/4" AIR GAP BETWEEN WEEP COUNTER FLASHING BETWEEN SIDING AND SCREED AND FLASHING FLASHING CONT SELF ADHERED FLASHING TO CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X BLOCKING COUNTER FLASHING PT 1X10 BLOCKING — CONT SELF ADHERED FLASHING PT 1X BLOCKING COUNTER FLASHING TURN BLOCKING PAN FLASHING 6" MIN 3" UP _ :' '::'. co PAN FLASHING 6"MIN ROOF UNDERLAYMENT TO CEMENT MORTAR— ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6" TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" CONT SELF ADHERED FLASHING ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING TILE ROOF PER SPECS ROOF SHEATHING TILE ROOF PER SPECS PER PLAN 2X NAILER SECURELY 2X NAILER SECURELY FASTENED TO DECK FASTENED TO DECK ROOF SHEATHING ROOF SHEATHING NOTE: PER PLAN PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL "'"' ALE ROOF PER SPECS RLAYMENT IINGLE OVER =DGE SHEATHING 'LAN =DGE UB FASCIA ADHERED WRB TO 'LE OVER WRB ON BELOW I N U M BRAKE METAL WRAP BACKER ROD >EALANT ;,O 'J' MOULDING OFF BRAKE METAL IN GO 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 3"= 1'-0" HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A CU WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE 'C- SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > s j R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED s- C AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N cc- WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE _9-- Ca EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO O CU THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CZ m 0-0 R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM O 20 HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q a _O WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O C O V- CU EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O `a-- UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O O JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED (n CD O Q MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Q BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I- - OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL SELF -ADHERED MEMBRANES COMPONENTS.ING USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS; SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR a 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 I FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD` AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400, 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS, 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. APR 0 8 2023 Virtual Revielr Assist, Inc. p€a^s Review ce,Mp €eted and approve for came"Iiane:a with the 2020 EOC 7th Edition 4 Debra Anne Klahr PX23E0 N U) Ct5 0 L- r-L Q 0 L n CU m SHEET NO. WP 2, 1