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HomeMy WebLinkAbout36639 Garden Wall WayABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR -VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I �A = STAIR :.ALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT PRE -CAST LINTEL CALL Oq = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF 7m STEP DOWN STEP DOWN CALLOUT ARROW SHOWS �-DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <-ELEV NUMBER 4 A 55 2 SHEET NUMBER ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER -SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 ❑ GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A. 1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD AA. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NARsm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET Al FOUNDATION PLANA2 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 1 ST AND 2ND FLOOR PLAN 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN A3 STAIR DETAILS 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLANS 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS RECEIV�D OCT 0 5 2022 A"""` Yctld114 2022 ILM vIFtTUAL F7EOiEW ASS IS Virtual Review Ass'St, Plans Rev ew colrtiyie-z :c' ^nil �-� rJ for compliance with the 20� - 3C Edition by Debra Anne Klahr PX23�0 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N 0 w N ® LO aoo �r • �t e • - , ' Q �l 7 s Av w tY z Q W L > 0 ``? U (M N d N 7 r 5 o O 2 8 m 8 U�� ._Z z, ^N V w s?N c W cO EM L W ° w uj w H 0LU -W w 0)? uU00LLJ0 V �XJ0 a0oo0°? 0 I.-cn O Z w Q.Uz J _ a�1x zU_jHZyW0 OLU -a � 0 o a o �w O Z w O1-- U ::) ti cM O 0 i- Q U M LO U r... F- a. CY5 z V Wz W J� m N N O CV ti CV O 0 Or- N N N N N N o N 0 CV 0 CV 0 N 0 CV 0 CV 0 N N O CV O O Lo o0 O M e� r N O co O O O 0 � 0 r � 0 CD 0 C ,^ �1 , ; O CD N 0 CO 00 14t I U) 0 CD I 0 tl- CO �, 3 Z z o oW(n 1-- 0 -0 ZwIX ~a Imo- F- Q cV (DZ w > mzwM IZZz N w N Oggz 0 >- m z z �Qp U Z :5O U O W z z cc w J " w O O > N LAST PLOT DATE Apr. 26, 22 z O COVER SHEET 14 FOUNDATION PLAN- ELEVATION A 1 /4" = 1'-0" PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9-1/2" WIDE RECESS O 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE 5 SINK - KITCHEN O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. O jPAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. OF PAD 24" x 30" x 16" DP #5s 6" O.C. EA. WAY AUG 2 4 �021 REiEW PSSIS t• �f"';C. ..�•ed vIRT�Ay�y( Virtual R'e�1e `on,UIeLc,c cl % plans Re'iew WAII ti,e for comp lianoe Aerie Klahr p7C Edition by pebra N • o O 00 Lo a AROOL5u05 .� cc a w O w 0 z a (11 E M o Q MN 6 N V -0-0� d a QM O N Q �C) to N w Q.!; 2 i of C L a W~ w J w w O Z z w 2 Y wLLI W (j Q Q V O ��_�OD: LLUOLL.10 00 LL LLO o O O Z Q = v 8 f ~O � l m O ��a�'ZzoWZLLo:�0 a ?Wz�wc�oad O LL Z J¢¢�owH 0w ~� g w 6 m Q Q U- O LL O Z Ll.l 0 D) ti O c Q % M w ti I-WQ_M Of 2 _ oo Z U W W _� O N N O N ti N i O O 06 Oe- O O N O N O N O N O N O N N N O N o0 O`er- Lh o0 O m r N O m N tr 0 .- 0 � 0 O O r- •- O (fl O C .L 0 0 '-t 0 O O N N M to co I, co♦^ v, Z Z O O _ owvn Lu .4.r O Uo�o F_o a a Lo -0z (L Q ~Lu m0Z O N (' Z w 00 �mzw >-mm M �ZZw (V w N O-32z r� Q V SQ Z Z a r1/ LL z Z F U a OV o m � ZAlw J " uj O N LAST PLOT DATE Apr. 26, 22 Z O FOUNDATION J PLAN A 0 w 977 0 co Ln S3 8'-9 3/4" SH25 HD AT T-4" EGRESS OWNER'S SUITE 13'-0" X 15'-11 " 8'-8" CLG GG 30'-0" 13'-3 1 /4" E 00 1/2" r- 5068 SGD co M 0 BRG WALL T-11" LIVING ROOM BRG 15'-2" X 16-3" WALL 8'-8" CLG 0 , tV ♦il611 PROVIDE 1/2" PLYWOOD 11E 1 , DRAFT STOP IN FLOOR ;:; ;TRUSS SYSTEM FOR MAX. AREA OF 1000 S.F. DRAINOI� 1�y 1 CAFE •PLUMB<o i .;, , ________ ,_STACK WALL ' 1is■ 'IN on DRYER 0 VENT HANSEN ♦� • r , ImWDRATH 6" WALL .1 •• • • �� ` � 1,°:a:+7LSSY::.S::..a:::4:::t::::::::::::a : 1:= ��liw•..,u,..°,.,°u„•uu.".u..u...u.,..u.u,....:ddS..::at::A^;..at.�.5::4..51 �:/ • _HTT4 AT, 1 TWO CAR GARAGE 19'-3" X 20'-0" 4" INSULATED BRG. WALL a e 1W LINE OF GARAGE IUPEN-POSTIOtT IN--------- I Ir TIE BM AT 10'4 \ I I 16070 HB AT �' ,I•• SLOPED •WALL;���• 11 5.7` i ENTRY 2'4" 16-0" 2'-3" 8'-6" 20'-6" V-6" 30'-0" FIRST FLOOR PLAN- ELEVATION A 1 /411 = 1 1-011 v CM 7 5/8" ~ rn N 0 7 5/8" 00 LO to N 3' NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS 60 m00 w P Q TIE BM AT 10'-0" mGo w HQ NOTE: PROVIDE I NSULATO WALLS AE O ATTIC NOTE: PROVIDE R INSULATIO EXTERIOR INCLUDING RIM JOIST FLOOR AS: NOTE: 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2XVS UNLESS NOTED OTHERWISE SECOND FLOOR PLAN- ELEVATION A 1 /411 = 11-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A. F. F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP, ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. FT. INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) ws 'L y 2011 vlPTtrAPEVItW A `irk �:��^I '.. fV• �� �:J', r'd ?VI pVirtualReview comUlE� -,� y r 3c, pla liance With to 30� for comp Debra Anne Klahr �'XZ Edition by 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) end Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE OR 30.0 -33.9 30.0 -33.9 o 4 04 CID N Q g ar: li-h 00 °y1' f_s a tea, 0 w 0 z Q N N LO E V �? o N d (� Cq N 7 Ln Cn U cO C) co d 01 C [ � O 9 +' U- o U < 'N W p U LU CQCN c i � ` O0 C I­_c W wLtl LLi w � wJ w z w�jg (D Q H _ Jw0�it(nLLUO0�O a OWw�woZo200adZ z�6 Lu C1 LL Z �O4Q a4Q>ZYCIZZLLOOa0 a-. �ow R W 6�Q�Q 2F-FF- O� o 0 CIM LL O Z W 0 O F M Q U M � W � F-wCLM ZGO V Z3: LU J� w N N O N ti N O O 00 O Cfl 00 0 N 0 N 0 N N N N Oooaoo0 N O � Lh 00 A, 6 N � 0 0 0 .- o 0 f` �> o cS o 0 0 0 0 e— N M IT In co ti 1 00 ♦�/� (n Z o O owv) O U0�< OWI—Q —0VJ Z w I^ 0 Q N /�nmoZ V Z J 00 �Mz 0 M aZZw of (V w N Og2z r— Q Viz ) 0 . Z Z �a U U a o � 00 z Z Lu " W (V LAST PLOT DATE Apr. 26, 22 Z 0 1 ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 rn I, - RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL 10" (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SST MDSTA 36 STRAP EACH STRAP EACH S DE) CENT �((R�D 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. w O z w W NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN wa W PSSStnc; n c-i �Ir�liG1 , o C.OiY1U�eiC 3 c i `;il Plans Rey; ie\N fiance with the Klahr PX23 0 for COMP ra, Anne Edition by peb ,, " # ; .. N N t ° � 1 00 u) � 4i 05 ti_ h S` w wa ❑ 2� J w z Q W ON � .p r? V (M N `I co -coM w L 9 O C _O _O 8 8 LL N Q i u �lIq Z. w Q9 W L EM m a 'D W ~ W J wLj wOZQ' (� w Q Q V �?9JC'30 W'nLL00LOL >OX�zLw-0z20aF- OzprroOmZpzz 0 � � � O Z pcnx v NWaaMwwwwowww '� �papW��zWwoV�¢ Ow ❑ ❑ z Q w O Z W O� 5 ti 0 F= M Q Cie) � 2 (D LL ti F- W a. M z < < 00 Z V L W u J0 J 0 N N O N N i 0 0 Oco ad O N o N o N r- N CN N N O N O N O N O N O N O CV O N 0 0 O LO 1 O O m— r N 0 1 N � CD O O O O 0 CO 0 � c L ; O CD N M 0 '-t 0 LO O O O ti V- I CO 'I Z z ZO _ O Wwin ';-+ 0 V_o�o F- Q O d (� Ow�Q � Z� m0Z Z J �mzwM d.ZZ N w N Og2z r- Q V�zz .. z Z �Q0 V U a O O m � z Q Z z w J WN O o >N LAST PLOT DATE 0 m Apr. 26, 22 z J DETAILS 30'-0" � - I - 30'-0" FTFf.F c Lr SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1/411=1-0 yv� U U U U U U J �1P CJ1A CJ3A CJ5A U=1053# EJ7A zi: U=1063# CJ1A CJ3A N r` CJ5A A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED)�� �' A5 ' A4 A3 0 BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED Q M ATTIC ACCESS' A1A 71/ AHU Al Al _7' A3 0 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 BID A5 U=1088# U=1008# CJ5A CJ3A CJ1A EJ7A W 116. A7G J C3 c 0 N U P 1;7 Q ¢ Q U U U 6'-0" 12'-0" �L V-2 1 /2" 7 7/8' U 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A 1 /411 = 1 II-0" SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD r— 3/4" SUBFLOOR WALL HT. BASED ON V-8" A.F.F. HANGER CHART J L = HUS 26 (SIMPSON) 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. USEMT 20' R 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 CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES ik rvV �a r 1 Jk o Pt�P \fie �otd\�`o�ay Total Truss Quantity = 98 HEEL= 4 1/16" Labeled End Mark ATTENTION' DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60' pan Spreade Bar 60 degrees or less 1 /2 �l f� 2/3 to 1 /2 line span approx. Tag line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Ins;st 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-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C - USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF 1111h.- ROOF DESIGNED FOR RUN Wa ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY a�'", •"ama ME 01010 LIM�I�� DESCRIPTION INIT. DATE created from 7A2 2386B A.S. 2/16/2017 LC9 JTH 12/13/17 CHANGED HANGERS TO SIMPSON RDP 03/13/18 REV. RE'S JRH 8/30/18REMOVE ERA01 SCAB FROM B2 JRH 9/5/18UP LOAD DUE TO DIFF @ LC9 HMT 1/10/20 00UPDATED FOR LCA SHM 1/18/2021 CARPENTER -� CONTRACTORS AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAXI (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK rDESIGNER PAGE A.S. DATE 2 16 201'7 LAN �333531R EE 4 l OF-F_o o - ` A N J DLID N M•. t 00 LU .o w 0 z /N > O ^ o 0 M N ti :n t' V -0-0- 1 M M O `� r$ -2 Z Us3 •^N, lJJ QN C L 00 E, W .m a LIJF-~ WW w U,J W OZ�Y 000M¢ W0 W Q Q c.i �5- cn tiU01 9? :)aX =Ii022001.-QH a(n0R9OZtR0080°z 00 can o z cnuJa�inwwWV5Xw7d-p ZLLOLU �o�°ZWQOQ OW o o Li. Q O F- LL II O Z CN O� D) J I,- M O Q U) M � J co LL U ti z W M 00 < >- < Z U Wz WO J O d0' N N O N r- N 1 V O O O C)tD •— W �— C) N O N O N r N r N CV Oao00oo 0) N 00 OO N c0 OO M V­ N O M N 4 O O O r— � o o 0 0 0 0 0 (d 0 ti N I Cn I V I LO I 1 CO coZ z —Z° WL) W W U)O� > � 0 Uo—o � (� 0 LU W Z W=Q Q N t=nI-zZ V Z J 00 �2ZW M �ZZIL N w N O-32z 2 Q 0 U) Lzz • Z Z F-U g Ou 0 m � z A4 Z J C14 N W O o LAST PLOT DATE >(V Apr. 26, '22 Z ; ; O 2ND FLOOR ROOF J FRAMING PLAN A 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 61 SOFFIT DETAIL fllAll _ 1 _ ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL WA IT DETAIL _n CV Al" = 1UMN DETAIL 2T A PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H 10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. a � 5 ROOF SHEATHING (S)A23 —MTL DRIP EDGE 2X4 SUB -FASCIA •'> 2,41 ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 10 yid _ _n PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N 0 O O o o � 8" � 1'-0" � 1'-0" 11 LEDGER DETAIL .AllVAll _1_ 1'-0" I. 1'-0" C-m 1'-0" 4" STUCCO BAND 6" STUCCO BAND WEEP SCREED- 2 N = z 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- 4" SCORED STUCCO BAND ININININI NEI FRONT ELEVATION A 1 /411 = 1'-091 K `-- GRADE LINE 3 REAR ELEVATION A 1 /8 - 1 -0 12 ELEV AT 8'-8" T.O.M. '_--MID WALL WEEP SCREED —OVERTUCCO MASONRY ELEV AT 0'-0" 1 ST FLOOR FF A5 ELEV AT 18'-0" - - I-_- - - - - - - T.O.P. 16'-8" 18'-8" 16'-8" 1'4. 7p iv = � �7/8" STUCCO ELEV AT 10'-0" Z OVER FRAME% 2ND FLOOR FF CONTROL JOINT - - CONTROL JOINT - rz ELEV AT 8'-8" T.O.M. 5/8" STUCCO OVER MID WALL 2'-0" A/C UNIT MASONRY% WEEP SCREED `-�+n AND PAD ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE 4 RIGHT ELEVATION A 1/8 =1-0 12 1'-0', 12'-0" (V = 12 5> A/C UNIT '-0" AND PAD io ® r, 13'-4" 12'-0" 7/8" STUCCO r; OVER FRAME% - CONTROL JOINT SHINGLE ROOF ELEV AT 18'-0" T.O.P. Y ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'- T.O. M. %/8" STUCCO 1'-0" OVER MID WALL MASONRY WEEP SCREED ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 5 LEFIE LEVATION A 1/8 -1-0 11 ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP HOLES OVER FLASHING ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF C >,s . tit�z rc P �.0aFZE\ ,e C �i3O Pars Oval� GOB by Qe01 HOC e\Oo 1s!!sr 74 4T .1. 6_11-18 r o --------� -- — ---- 3gMMPE Sn2 �BBOBE a1 VENT - 4W3V,\ WBE 5; a SBOBE sflie� In Lj'�OBE BEIOB�cr1s� SitT-® ®-7VENT 0Ll ® -- 9BOBE SBOBE " I&0' sit; ffi11; so 0- S -o SEME 59 18'!Br spta 1 2�FPLAN A-1 �18 1-1-0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF GENERAL NOTES: FRONT ELEVATION A 1 /411 = 1'-091 K `-- GRADE LINE 3 REAR ELEVATION A 1 /8 - 1 -0 12 ELEV AT 8'-8" T.O.M. '_--MID WALL WEEP SCREED —OVERTUCCO MASONRY ELEV AT 0'-0" 1 ST FLOOR FF A5 ELEV AT 18'-0" - - I-_- - - - - - - T.O.P. 16'-8" 18'-8" 16'-8" 1'4. 7p iv = � �7/8" STUCCO ELEV AT 10'-0" Z OVER FRAME% 2ND FLOOR FF CONTROL JOINT - - CONTROL JOINT - rz ELEV AT 8'-8" T.O.M. 5/8" STUCCO OVER MID WALL 2'-0" A/C UNIT MASONRY% WEEP SCREED `-�+n AND PAD ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE 4 RIGHT ELEVATION A 1/8 =1-0 12 1'-0', 12'-0" (V = 12 5> A/C UNIT '-0" AND PAD io ® r, 13'-4" 12'-0" 7/8" STUCCO r; OVER FRAME% - CONTROL JOINT SHINGLE ROOF ELEV AT 18'-0" T.O.P. Y ELEV AT 1 U-0" 2ND FLOOR FF ELEV AT 8'- T.O. M. %/8" STUCCO 1'-0" OVER MID WALL MASONRY WEEP SCREED ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE 5 LEFIE LEVATION A 1/8 -1-0 11 ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP HOLES OVER FLASHING ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF C >,s . tit�z rc P �.0aFZE\ ,e C �i3O Pars Oval� GOB by Qe01 HOC e\Oo 1s!!sr 74 4T .1. 6_11-18 r o --------� -- — ---- 3gMMPE Sn2 �BBOBE a1 VENT - 4W3V,\ WBE 5; a SBOBE sflie� In Lj'�OBE BEIOB�cr1s� SitT-® ®-7VENT 0Ll ® -- 9BOBE SBOBE " I&0' sit; ffi11; so 0- S -o SEME 59 18'!Br spta 1 2�FPLAN A-1 �18 1-1-0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) ROOF 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 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT = 399 SQ IN ATTIC VENTILATION ATTIC VENTILATION BCOMPLIANCE LORIDA BUILDING CODE 7TH EDITION (202TO RESIDENTIAL R806. THE MINIMUM NET FREE VEN ILAT NG AREA SHALL BE 1/160 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 TRACE ABILITY TO MANUFACTURER AND PRODUCT N Cl ,¢ .• ,c ,cl .,`4 t 0.1�fi�•i CD co o , • G • o �" z W • ✓�- �� 0 p z a L W � LO E C) ch V MN d N V M O u g _Z) �.G ° �g 0 < U d f u w Q__ cO EM rn W L wo W~ W J w w O Z Q' w w V WOE_j co cop�i�LLV00 0 aQ oz¢ ywUWQtroom oWnw�=JdZ�a7o,, �0wzWzowaO wVLL 0w OQ OzQ 0 z w 0� U ti co 0 Q M rf co LL U ti I— a. C6 00 Z U w w JQ 0 mco N N O N ti N 0 O co OCO 00 O O O r N O N O N ' O N O N � 0 N � 0 N 0 N N O O � oD O M � N o M d 0 vl 0 O 0 O O - C0 � c U-) ; o o N,M o O o 0 CO 0 f� c Z Z -- z 0 OW0 _ WwU) � Uo—o 1­-0 a 0- .� V) 0wI=-a � Q Z� Q �m 0Z cqZ� W N 00 5.<z0 }0�2 M _ Z Z It (V w N O_j2z QU U z U Z Z 0 U OV O W lz a Z z W J Wcli O LAST PLOT DATE >(y Apr. 26, 22 z 0 EXTERIOR J ELEVATIONS A & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-011 _.All SECOND FLOOR ELECTRICAL PLAN A 1 /4" = 1'-01' I 111IC /1c M^^ff ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 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 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ 2C_'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" i 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL - CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE _r } WALL MNT FIXTURE NOTE: 30 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 60 50W MR16 4" LOW VOLTAGE OWNER 08 50W PAR20 NFL 4" MINI ROUND RECESS ,,0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR C SMOKE DETECTOR CU-18- UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" = S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 j 48"CLG MNT WRAPPED FLUOR LIGHT 9-F24;;? 24" VANITY LIGHTING F;;7 36 :;� 36" VANITY LIGHTING �48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION CJ ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER (T) THERMOSTAT OB SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N co aysF .• Z�00 • ; A- -- o o >s_a, s" �F O 0 z I 1� 0.Cq U MN 5 z.z to V -0-0m 4) 1, E u- 2 M p 2 8 Y/ } 0 Q .N w QN C L 0O E`ri W .5 a ~ C) 0 w W f__ W J W O �(W� W U (ni�coYz �_jOMw0Op_jO =08�zLLu020' P QQ OOjM�_ acow 0 O_OOmz MwzdU www�_wwQOaz6zOw000Z L.L OW 2~� WYY Z�¢ Qz LL O F_ f O Zw 0 111- W 5 ti z III.:O M Q W cM � U) LL "t C/) I r` W Q_ _M �a2ap Z U z W W J Q (D N N 0 N N r- O 0 col O co co 0 N 0 N 0 N �- N N N o N 0 N 0 N 0 N 0 N 0 N N N O O 0 w O A NM O N 0 C) 0 o e- � O cfl O ■ Lo ; 0 0 C-41 0 M 0 d 0 LA 0 01 0 I` r CO ♦ y, z Z o w�+ O Wv W w CIO > �"� � Vo�o F-- a O a Ow�Q WWM Cn ZWH �— Q Q =m0Z N 'R V Z J >MZIX (� a Z Z U_ N LU N Og2Z U a >- III Q Z C0zz Z �a0 U g Ov O W � 1-i Z Z z w N w O >N LAST PLOT DATE Apr. 26, 22 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN A 1" FILLER O i M m 0 ih 1" FILLER KITCHEN 1 /211 = 1'-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 00 KNEE SPACE 2'-9" 2'-6" 1/2" FILLER :OWNER'S BATH 1 /211 = 1'-011 4" BACKSPLASH T-0" 2" FILLER R (V 19 60 60 O N M M FOOTING SIZES AND RE -BAR 1 1/2" FILLER SHWR HD VALVE PRE-FAB SHOWER PER BUILDER -� 4'-11 " 1 — -1— ' ^" 1 1/4' tNU NANttL 6 OWNER'SBATH 1/211= 1 -0 1 UNIT'2386 - A & K- BUILDING SECTION 3/1611= 1'-011 12 ( :: 2 KITCHEN ISLAND 11 2 — 1 -0 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1 1/2" FILLER 1" FILLER 7 BATH ��2 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) ELEV AT 18'-0" T.O.P. A ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" I1 T.O.M. 2X6 KN WALL 7 341 /2" 3 KITCHEN 11 2 — 1 -0 2'-9 1/2" I. T-4 1/2" 8 BATH #2 1 /2" = 1'-0" FOOTING SIZES AND RE -BAR I? M WIRE SHELF :�, BOX "HANSEN" 220 VOL61 i 14 1/2" X 16" DRYER VENT I RECESS 9 ' I � I I I I I I I I I I I I I I u I I I 4 UTILITY 112 AUG 2 4 2022 VIRTUAL RENEW ASSIS Virtual Revie�:, Assist, 4nc. Plans Review comuletcd -_nr! �� N for compliance with the 2ULI- OU Edition by Debra Anne Klahr PX2300 ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0 2ND FLOOR FF*— _ ELEV AT 8'4" T.O.M. UNIT'2386 - A & K- FRONT SECTION 3/1691 = 1'-011 ELEV AT 0'-0" 1 ST FLOOR FF N O ! N s e a tl J L �i`♦ is tt ' re 4e a.' LO 00 9 �y�'e• �i,il]� t ¢ Q_ n � Z LU � w z cn W > `O °? 0 0MN d 0 -0 -0 coM � O u 8, _� o U-' g am N C 00 •N V W Q70 0) EM � L o a �a 00 w W WWQ W J wm°_Q Z LL8OL-jo Q Q U �mg�C0p�w v)0 0ZOW00m�Z�Q Q O 0 Z vdiwa��nww�V5xmz=) �¢ad0w Q91z0LU ) (L ~O v W 2 F_ � w 0 ¢ 0Q 0 =O FYZ¢ LL ¢I- Q LL O O Z04 W O� J P, co 0 M O Z 0 � Q � CM � U_ ,t z Ln �WCM < >_ < QO Z U W W JQ 0 J N N 0 cV r 0 o 00 O (D O O N O N O N O cV O N O N N cV 6 N ob O 0 W O A, V­ N o M N 4 0 , 0 0 0 0 6 � 0 6 0 C L0 Y , N M IT LO CD f-- N CO coV, Z Z z O O _ W wwv) > ♦--+ 0 Uo-o l— O a i1 rr ^^ V) O W H Q H 0 Z� N r�nm0Z V Z � J w i-�ZW M �ZZLL rN4 w OVg2zV 0zz Z Z �Q U a OU o 00 z A7 z W WC14 O o (V LAST PLOT DATE Apr. 26, '22 Z O INTERIOR 16 _I ELEVATIONS A & K NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL ( ) S 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 HAZARDO US LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3 ITEM 2-EXCEPTIONS WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. 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 25", #4 BAR 20", #3 BAR 20", 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. , 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. S SUB ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH FLOORING A U 0 RING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENTR T ARE O BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY. SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpog and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemipal barder,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. WORST CASE DESIGN PRESSURE TABLE 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 = 11 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. AUG 2 4 20 vlRTlrL REOiEVv ASSES - 4irtual Revie',Y Assist, lnc. >�� Oil- Ole C.d or(� '. I red Plans Re -view for compliance With the Ki hr PX23U' Edition by Debra Anne 1 m' yr^ N O N LO o w LU _ 0 w O Z Q LO L E 0 r, O OMB d N V �� d co, mu .o 8 0 LL 8 m Q t ., •N � w V aN .0 o E v I� 2) a a) w (�w�iOuW��ZW W i- 0XjU0JO _U0 ) LL Q�O0OtoO 0 Z0a0 OY00¢Z iW (VW5Xp l-¢QZ LL Z WFnVOwUa0 _iWQZWZ Q0w 2W0MQU oo a OQ o o pQQLL LL >f N z LU O H_ U) Z) ti O Q M U) CM G U_ ti Ln M Z U W w� O N N O N ti C14 O O O C)CO 00 T- (00 N N O N N r N N O N O N C)O N N C)O N N O N N CA CV W0 OO - o0 O A -1CV , O Ch CO C) CD � o L Loa) �1 / i O e-: O N I CD CM I Iq I O In O I (O I O I1_ Cr Z Z O p.�... _ W0r>_ 13WfA O _vo�o f - Q O o_ Lr)ii V/ OW=: Q z ~mOZ N Z � W }W2 rilla M Z W Z LL N w N Q O_32z VU)ZZ . . Z Ya0 U Se Z OU O a W Z SNOJ a Z Z W O N 0 N LAST PLOT DATE o Apr. 26, 22 Z't STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (314"-1" CROWN) WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN i I r�Ax °[ I� ) i t 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @) 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS 4�1r_ V (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 314" = T-O" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH` **ONLY APPLIES TO LENNAR TPA/JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL J0II4T LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" _ STUB -OUT FOR ' GAS METER O - O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY'"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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 '_0"(TYP*) + + 15/32" CDX 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ^++ +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + t+ +++ +++++t+++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap x FILL CELL STD. 900 HOOK i— BOND BEAM CONT. #5 BAR 71 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ }Small gap „ max. � 4 max. 1H Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit --- 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". -Hangers with side nailing. a @ y- Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 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;or-20 1/16 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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.* rWhen joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at To.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6" A 1 2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hale Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" V-3" 1'-0" V-7" V-11" 2'-4" 2'-9" T-2" T-7" 12 V-0" V-1" 1'-2" V-2" V-3" V-9" 2'-4" T-11" T-7" 4'-2" 4'-9" 5'-4" 16 1`-0" 1'-1" 1'-2" 1'-2" V-7" 2'-5" 3'-2"' 3'-10" 4"-9" 5' 7" fi'-4" T-2" 20 V-0" V-1" 1'-2" V-2" 2'-0" T-O" 4'-0" 4'-10" 5'-11" 6'-11" 7%11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 3'-7" 4'-9" 5'-10" T-2" 8'-4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. T JOIST PAN ROUNDED P TO THE NEAREST TABLE SPAN. SCAN ACROSS 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JO S S U THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. vertical ti 3 to l avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate n. BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist 0 0 depth I -JOISTS BUCKETS N.T.S. SIMPS( w/ (22) ' NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL a - 00 FINISH GRADE SLEEVE THRU STEMS 4 'A. a SEE PLAN FOR °• ° . • • FOUNDATION INFO a' ° d STEM FOUNDATION GRADE 0 REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON 110A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @PIPE100 PVC OR SCH40 SLEEVE PENETRATION i Q..e d 1=1 I f=I��—III- ill-�-rl��lll— • I • - (Ill�l,; I I SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' -0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE ----------,----------- I -------------------------- d 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 _ d - ° d da. 4. . av G A. a -a — ----_-/ . rr SEE FND. PLN. SIZE & REINF. tat o IRTPREO.tN PSSS eAsp s+.Inc. d irtual vi Mans R ev;ew c--Olrti�lo r r,3C, a h ,�Or compiiG�'`'e with me Klahr PX23v0 igion by Debra An ¢ ra! N 04 CID N i., Q LU 0 -i w W a z Q A' N W" Eli E Q NU -000 d co =— C)C• r Y ` J QQ U6,q ._s 2 ^N` V w aN 0 �O EM W ` .2 7C) 0 K°°° 0t- a 'o W LU tl.l Q La w w~a I J o:ui gOZw z 0:0M < ��Q�V00�0 = 0 V O <C'=1X-'zXu�.0220111.— 0 W9O_z0Lu o:0_0C-n ��a�wwwI.-zLL0 z U 0 In 0 Z ��WOg��ZWWQ rL OQ o o z� 1.-Q u- 0 Z CV O� D 5 ti co O Q � CO � U) �Ll; �aCh 00 Q � Q Z V Z W WCD O JCD N N O N ' ti CV O O C)ao •- O N o N o N •- N N N N OOCIJ0000 N N N N N CV (V CA CV o0 (= to V.- 00 OO M —1CV r O C? N mot' 0 0 0 0 0 E i �i ♦ i 0 CD 0 0 0 CD 0 N M LO (0 t- CO ♦^ VJ Z Z O oWCO O Vora LO .ice V) O XMIM W F=- Q z XF- Q = Ica =z 0ZW NM w >-�Z� M �ZZ iN W N Oa- z Q V(0ZZ . Z O Z U c� g 0 0 m z SN1Q z z J Wc " LAST PLOT DATE >N Apr. 26, 22 O STRUCTURAL J DETAILS — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') 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 12ee 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 SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 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 M U) 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PERLO MUNICIPALITY. `14 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 E � 0 M 1LL _ D 00 6 MIL VAPOR BARRIER ; °r 4 D COMP. SOIL. c • — T (COMPACTED TO 95% — — — MODIFIED PROCTOR I I 1 I TTT 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" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 14' O.H.D. RECESS z 4" _ ~~ . TT� SEE A/S3 OR J/S6 --I L 1 111n 1 I 1 11- - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR 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,) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. e 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (V 6x6W1.4xW1.4 *= WWF OR FIBERMESH 4 1 8" 1 ' -•ice,. •—, ,i e r, .. � TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" A.F.F. d. 0• e A < . •... ° a z '4 ELEV. 4-3 1/2" 4. T<A . dO a 2x4 CONA A.F.F. OILL.aae •a v O N a GARAGE DEPTH VARIES "' a - d . d,.• 4 GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH —/ `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR 2" @24"O.C.) 2 WWF WWF OR FIBERMESH 31/2" MIN. II— III=1131/2"(min.)-4" Ain.). 3 1/2"(I I1=I I a.LU•' f f 1 f�--�I- �I� -III-III 1J1-1� 1 1-II L II II' (2) #5 CONT.1 I T lI of Bee U.N.O. -�T MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" n� 5/8"OR 1/2" HIGH STRENGTH � `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. ; ' D ° b 3 112"(min.) - 4" =1 r_1 1 —I11- -I ' =1 I I—J I I I I=1 I 1J 1=1 I I III —III I' (2) #5 CONT. III— 14 ,I I=1 LI 14—III—I —I81=' „ III I I , (,1I—I11 ITi „ U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3l4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C eGs 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 0\&NN\�b S 8" C.M.U. FORM SUBMITTED WITH PERMIT ,� G°Ni�N 1 x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z ° u �, _ — ° D I FINISH GRADE o0 m 25" MIN. LAP [30" MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] ° O0 6 MIL VAPOR BARRIER i — — 0O N Z T #5 REINFORCING BAR R 1 7/8" —� D °D ITfT�I I I rl z D #5 LAP SPLICE p ° — — — ' T�7 1— T g ° D D III-1 I I— —IT�—III— CV • D ° ' 3R" MIN I AP MIT' MIN I AP1 COMP. SOIL. (COMPACTED TO — _ 95% MODIFIED PROCTOR ASTM g4g,JI'M �T D 1557) ) , E � 4" V-4ee I I Immmmmrj 1 I_, 11 11 7 Ti T— I I I —III 11=1 I; 1 11=�I 11= -TTTI�"j1TT-I-r_ FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" " SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE ao — — _I .a 1�1 ICI ICI III I _ I _ _ (1) #5 REBAR w/ OPT. e I —I I —I I —I I —III 11—III— I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE C—L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 a ;• M r' —I�IJI�11.,=1• E. SEE A/S3 OR J/S6 J -1 L I I ICI I I I I F. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT ¢ • INTERIOR d. A ' • ... ° 'Y w :ONCRETE NAILS W 1 1/2 MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE FAIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB E _ — M 6 MIL VAPOR T —Tr BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E �• 6x6W1.4xW1.4 vi ' WWF OR FIBERMESH r, d' a K S3 oiiwovwu .vw 2�"�"�'A�'1't1•��'1'I��'�'I��'�'It�'�'�'A�'�'���'t1l��:tll�tl �'I� REINFORCING•1 HGOH #6 LAP SPLICE REBAR FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR -ib, TOP OF BEAM '9-/ (2) HTS20 MKS 2x4 P.T. PLATE 7/16" os.a. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS FI a w 0 w U a U) 0- w w V) SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D =I 1�1Tf-I ff I ITI I ITTIIIII I I II I II 1 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH r, d I — I I-11 I —I I I_ II III—IIII—III—' r (2) #5 CONT.— ON 3" CHAIRS 8" 1'-4ee pee (TYP.) O TYPICAL INTERIOR BEARING WALL w/ UPLIFT K"G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH M e — .d d Ikll-1 .. T ll, .1I1-LI I-L-I I III . M co J1r I SEE A/S3/J/S6-$I ,� ,� I8,1 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL z— ooGRADE 1=1 I d EXTEND FILL CELLS TO FOUNDATION PAD _E MAT REINFORCING. r ' M d d p d' d. z�_ w o �_—I I I—III—i I I—i 1 w 0 0 • •. a• . =f I I=III-, z z =f I— =� I FOOTING I I I v I' II l Il_TIT1�_Tf i I _ T�� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 AUG 2 4 2022 v IRTUAL REbitW ASSIS Virtual Review Assist, cnc. Plans Review coirnplerr rt ;`,"�d for compliance with the I- 3C Edition by Debra Anne Klahr P 04 i O `' N j nl JLO 00 -� w =O w z A'L 0 E -0M 0 i ,C IInCh N g M ` � � O 2 LL O g 9 Q Ui° .N Lu a� N Z L Oo i`� Lm 7� V v �1)a@ LU W W W W Q w 2 J 1< 9� O z l z it LL UOO Q Q ~ U J�O�CCen JO :3 0QQZLLLLozmoo�¢Q �W�WOZOWOomZZ U (� L Z _j0(L OZzLLpW0X_j ¢0WOg��—g602U < 0LL 0 CM 0 i O Z W 0F_ ( 5 ti O O cM Q U) M � It C L.L cn F—w0-M �a2� Z V WZ� W O J COD N 04 O N ti N O O ,c O CEO M N 0 0 N 0 N 0 N 0 N 0 N 0 N N N N OO � 00 M H O N 4 C O O,�//�� �.1 ♦>1 N O O N O m O O LO O CD O Ili- V_ I 1 c 00 VJ Z Z O O _ owv) LU 4-0 0 0 F- O a earl /� �I / O a. � 3 w I— Z Q =m=Z OZ�w N w 5.mzm M CL Z Z D- (V w [V O -3 2 z �— Q VU)zm z Z a o U LL � � OU o m Z z w J W " O o N LAST PLOT DATE Apr. 26, 22 O STRUCTURAL —! DETAILS -MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 (TYP) SEE ELEV. I II SIMPSON SP2 w/ (12)10d �I NAILS AT EACH STUD CRICKET AS REQUIRED --� SINGLE 2x CONT. BASE 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 GENERAL NOTES 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 NAILS j BLOCKING (TYP.) TRUSS UPLIFT 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 FINISF STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4 FURRING STRIPS 1/2" GYPSUM BOARD W/DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / r.1 .- .� - • • lie Sol ■■III III■■ Milli IIIIm ■■III NINE �Illl MIS ■■III ICI■■ ■■lii III■■ �1111 IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE Life rEL. 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. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r r W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. S •: a. �. 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 5/81, 8" 7 5/8,, 8" INTERIOR WALL EXTERIOR J WALL 1 ST 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SLI 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL a a. ° DOOR STOP a a ° .a a MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 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 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO 0,4 SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) 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�F7 AA (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 110/ LMAIN IN KO BLOCK AT EA. STUD 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-4 W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 �o 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 � • 4&,, SPLICE STAGGERED . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON I C i 2X P.T. PLATE SIMPSON SP4 -� C �uviraury ary SP2 SIMPSON 4:: r= SIMPSON SP1 SIMPSON SP4 , 10i ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 J M. 4 . ° 2X8 P.T. BOTTOM P TE t SIMPSON C SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 AUG 2 4 2022 n VIRTUAL ;%Et:V4 PSSIS 71 OiTt')- Plans Review `L roc, for compliance with tna • ion by Debra Anne Klahr PX2330 Edit TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U :�. z � 2x TOP PLATE­/T `n 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 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 'OLTS @ 24" O.C. \X x P.T. PLATE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " .. �Q 4 a e. ° 2X8 P.T. BOTTOM PLATE D 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) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /- 2X BLOCKING O C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING I - V N o o BEYOND. PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L� PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 A�D • 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. N N ' J DOS ,C ,' 2' LO co 905 ,' a w �z __.. •:: K ter' _ O 0 w 13 a HIV) > 0 E W L c -�o c? U N ccMN ti 2 C6 V1 V -0-0- 6 M 4 t Q C: O 2 25 }0 u_ o Ups .�i V) U W p-N N 00 E M •2 C) a w w w uj W H uj 0: J w m O Z W:59 U a J�O�cru)LLVOOLL-�O 0x zX :c)XO9oZoaoomZz� Oz 00�_ ��Z J Q<_ LL Q0a>zQU5ZWz��U�a ow 9HP oQ o RLU Q Q OM 0 i O Z LLI o� ti Ecn O z 0 I_ cM QCnMI) U) LL_ � ti F-CKCaM a G co Z V w W _j Q 0 d- N N O N ti N O O o6 O co •- 00 �- 0 N 0 N 0 N N N N O N O N O CV O N O N O N O N N N O- O r- N M 0 CD 0 0 0 C '/� L/ (D i 0 CD N 0 M 0 4 0 L6 CD CO 0 I-- ZCO ZZ O Wv wwv) > �--r O v_o�o OwF=--a i� VJ ZX�� 0 Q im0Z (V �Z�W i'00 fn 2ZX ZZU- (V w N Og�z Q Viz 01� . Z Z 0 U U a Oo m Q Z Z z w J w N Oo LAST PLOT DATE >(V 0 m Apr. 26, 22 O STRUCTURAL — J DETAILS SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°t 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' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 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 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR AI S (2)10d TOE NAILS @ EA. BLOCKING • END 7/16" OSB SHEATHING 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 ATTACHED SHEATHINGNAILS 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6' O.C. w/ 1 @6" O.C. THROUGH CHORD (�7 2"x4" 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) 1 Od & (2) 1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR jj[�2x BLOCKING FASTEN WITH 1Odx3" @ 4" O/C SPACED WEEP SCREED „ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2' x 8 'J' BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH 77A SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS " MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r r X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N ;0 NOTES AND NAILING INFORMATION `O ;0 SCHEDULEFOR Ix SHEATHING DETAIL BACKNAIL w/ -WOOD TRUSSES `� 00 1 1 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 0 0 BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS -2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") QR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS i -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL i i OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(a�� 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/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH 2x4 BLOCKING W/ :.. EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('l0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. cG SCALE: N.T.S. S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO —� TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12)1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S`CJ 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (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) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) TRUSS @ 16" O.C. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH SCALE: 3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 l'-O" MAX. LLJ ir 0 0- ✓9c� Y CORNER JACK U w z Ix 0 U HIP FRAMING REFERENCE PLAN 7 0 z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACINC 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 / `� 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL IN "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Fill Fill Fill Fill Fill Fill FlAirl AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION RE"iEW ASpS1S /� dY1, v IRTLAI 1 ��\/IC `i4� l."��6'•`� 1C. u a.� Virtua �, nr� ew co,Niere `_ Plans Re\ ,,y� r 3C, n for compliance with n� Klahr PX�3U0 Edition by Debra OF F1 ems,:04 CN N .,404 o 00 LO =..- ^J _ _ o w 0 z Q a) 6.4) � E 0 My i N v V �° m c 2 Q O E 25 } Lo .� 0 8 Q rl iv Z. 7W� L E M 9) V a a "o w W w wWQ -< w ezw z co-000�0 �:D �Wy (j w Q Q � 0 U J�¢o�wco ��XJZLLLL 0Z2oc�Q� coo90 oFxoom0zZ Q � cl) 0 voila jv�wW�_ZLLXQ0 ¢�F_ V5Z�wUp�cU)�¢ 0w o ozq�a U-Q o u- it O O N Z O� co O CO Q � J c ti l(� F— X CL cM Z V Z?� w wc:) J O J N N O N ti N I O O 00 O W 00 N O O CD �- CN N o N o N 0 N 0 N 0 N N 0 N 0)00 L6 00 cM 1 O d- 0 •- 0 CA 0 O O 0 0 E2 �1 ♦ y O O N O M O O LO O Cfl O 1- cr 00 cn Z Z —z0 O�J _ owv) O Uoro 0 (L LO -0vJ Owl a. F--a Q Q Z ��� ul � =m=z 1.-Z C�ZJ N M w i-< Lu of cY) CL Z Z Z LL (V w N OgZ>z Q V U) Z Z . z Z � Q 00 C) � OU _O co a z z z w O o (V LAST PLOT DATE Apr. 26, 22 Z4_0 O STRUCTURAL — J DETAILS 12 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) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 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 w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL :) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS in = W/ (4)16d TOENAILS TO TOP PLATE 718" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD LLI= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SO, FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE °:A BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT a a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a m AT GARAGE CONTRACTOR BASEBOARD - N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE C .. d E iv FINISH GRADE 00 M I I _ 1LI—III—I ` I �I�—_I I 1—I I III sxs w1.4xw1.a _ LL—I 1 I=111 d e °. I —1 I I—g I WWF OR FIBERMESHI I=1 I ILI I II I II I I I I I _. •• _ :. I I II I ILI I I� I T IL STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR "'� (SEE DETAIL) WIT' MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 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------ *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)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: "USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" O/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"=1S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUST 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. TR RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL EA SEE SHEATHING SECTION C/S3 FOR SPECS FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT, FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" FITS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) ZX P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° All .••° d. e.°• a •• .4°. '° I I I I I 1 11 IJ- -III III I I ITS I• F I ICI I I (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF U� NOT FULL HEIGHT SHEET- 0 F p Z G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR A VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AlAI I ri r11AT1nAI n)AnnAAA 15/32' OSB EXPOSUREI ~ F SHEATHING w x SOLID 2x m C BLOCKING @ ALL C SHEATHING O EDGES(SEE m OPENING SECTION X-X 711 a. U C x it w xLu E 2x STUDS BEYOND. m SEE PLAN o O 3/8" "S" = NAIL 3/8" SPACING ztS 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 SECTION X-X S�cF NpO� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMX" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Ow JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ys". ra- m z C NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL ti _ C NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. ,J w/ 8d COMMON NAIL J Lu °w LL O O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER J > a O rn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a Cmf OOcn w p n m LL O EACH TRUSS END OR @VERTICAL N w O O ME BERILS IF GABLE ENDO `✓ N " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 1 S4 BOX HEADER ONLY >""Ir/,O�.. SEE PLANFORED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 -• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I BEAM (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 W1AxW1.4 WWF OR FIBERMESH • d E ed, CV .e M - d -I.IIII III a 1 I-111== (3) # 5 REBAR ON Y CHAIR 4" 11_8 W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (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 RT. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE - 00 @ WOOD',ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 AUG 2 4 2022 vlHTIrAI RE,,iEW ASSIS Plans Revs., t o�rt_ lerl for compiiance with tirile i- I- PX�3� '= 1 Edition by Debra Anre Kl N O N N 00 LO r r Q r r ` z 2 d Of 0 z Q ^N W > 00- 0 U N V -00 M C t 4)(1 M 5 O MIME — �s °s �< U . _ C3 rU) V w Q :;: E W L Q M •� IP G 0 W w W 0LLi wOF- w�Q �2_f �q�Yzof z °-_jcn0��a)LLaoo Jo Q V <U' x ZLELLO_zmu"H— ~ OcnwgoZoocoomZZ 0 cnwawinwwwinww<0 5 CtnJ0Z ~W°w�V'-wZ a- z OQ o =O o �¢ U.F Q LL O CN z W O� ❑ ti O z ❑ �_: cM en Q W J M U-) U) 2Wz ti uj �Li') M Z U W W JC) (O N N O CV N 0 0 O W r- 00 *-- 0 N 0 N 0 N N N N o CV 0 N 0 N 0 N 0 N 0 CV 0 N O CO 01 Ln 00 O M v-- CV 0 M NcV 0 0 CD 0 0 N '/� Y, > 0 0 N 0 M O 14 0 L6 O 6 O Il: e- V 00 z z O C)�r✓ _ owCD Lu O v o�o I—O�(L V) Lu Q Z (CO0Z V J N z 3: M M ��>-w2Z� (V N z� gOmw Q V52zn . Z Z 0 U 0C.)� 0 m z Z 6 Z w " O o (V LAST PLOT DATE Apr. 26, 22 Z0, STRUCTURAL — J DETAILS —MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1xf "RYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 P.T. x4 3-1/4" LONG X 3/16"0 FURRING 3/16 f� X 3 LONG 11FURRING TAPCONS TAPCON. INTO STAGGERED @ 16 x.. BLOCK@ SPACING 11 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1 x4 P.T. & 1 x8 P.T. 1-1/21� DETAIL r3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 21/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENIN 1/4" MAX 2'-0" li SOLID BLKG. AT TOP BTWN. u ARCH BLKG. & BUCK ---- 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 16" OSB 2 x 8 BRACE/ BLKG. 7/ 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 ANCHOJ 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. INSTALLP,TION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT'�_ SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 UZ UIS T VVMLL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN.r1x41/2"DF YWALL 2X8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" x STAGGERED @12" O.C. 1-1 /d" nr:TA I I CC SS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO (.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS 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) H 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 K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX' $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK C +5A NOTCH WEB AT FIRST 2 COURSI ;APACI I Y = MCI # 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: =< * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6„ MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST `_,`' SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. _��11 ITf_ Tff ITr , Y° IIII_'�T� ICI GRADEI- ° M p z g �P. ° (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IAIAP`/%CDTAQI C IAIQTAI I TIr1Al FILLED CELL INSTALLATION / H SCALE: N.T.S. --_-,. SEE ARCH PLAN AND s ae- PRE-ENG TRUSS DESIGN SEE NUTS 1 BELOW 2x SUE Bi;G WALL TYPE I - I l .f ALUM' T,"' 44 f PER PLAN I 1�,` l 1 3W Tf -.I? TE .' ~h F CHANNEL,—i--_._ SS N FASTENED PER I j••- DIA- NOTE 2 BELOW 1 �y ) j CONT VENTED OR L C `_ _IF= IT CONT 2x4 NAILED TO - 2x BLOCKING NAILED TO TC F FLOCKING wJ 2-12d NAILS [°) CHORD EVERY OTHER TRU w13-12d NAILS. TYP. (") 1. G.Cj BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAR CAPACIT E T L ON THE DESIGN PRESSURES SPECIFIED FOR GXMPONENTS AND Ct.',L _ I .• LISTED IN THE DESIGN CRITERIA CAN SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL. (PER ALPHA ALUM. INC FL# 165,4!4 PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMUI wl T NAIL .097" DIA.. @ 24' O.C. W1516" MIN. EMBEDMENT - WOOD w! (3) 16 GA. 314"x IM" CROWN STAPLES @ 24" MAX. O.C. IN PATTERN SUB FASCIA wa 16 GA. 314NU4" CROWN STAPLE �p EACH GROOV-_ STRUCTURAL SOFFIT SF01 SCALE: 3J4* - V-0' (**) FOR ALUMINUM SOFFITS TWIT- A`.I L REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOC-, N i P =R: THE SOFFIT FL PA INSTALLATION _ .I I E:FY ?•. *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.` 2 X 4 #2 SYP SCAB TO SIDE OF �RUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x 0� (2)10d NAILS @ 8" O.C. FRygTO TRUSS TOP CHORD N �F + + �GrN PLYWOOD SHEATHING + + / BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP ` , EACH TRUSS CONNECTOR SEE LINTEL SCHED. NTER PRECAST LINTEL / SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIr- MSTAM STRAP RrAI F• 3/4 Or= CU=717 MI) AKIN z 0 Q UL 0 LU u_ 0 U) 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL L! ' SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a d a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a"; '•.'' a' OVERHAN *:y' y� RETROFIT WALLOVERHANG DETAIL (NTS OVERHANGSFOR BETWEEN 3Q NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 ,-0" 5'-011 NISH IAN Y - >, p � D .. #5 BAR p 10" CENTERED W/ IN TOP c KNOCKOUT / N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN I —I AND SECTION DETAILS - CLEAN FILL I ° DIRT z FS(TANDARD o D HOOK iv #5 BAR IN FILLED CELL roort, sa,oK, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. SECTIONN DETAILS ILLSSLAN STEMWALL SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6 IN CONC. FILLED CELL El 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. AUG y3i� Virtual Revie %v Assist, nc- Plans Review COlryie. for compiia►nce with t"Ie c.u� Edition by Debra Anne Klah` RX231010 N o �g OF ;ry co �. • ',> Cy�li c • �� . ` • co Z LLJ 0 Q W > NO `h 0 �v CV) C14 6 Z) ID�2 u M (�_0_0�_ ��— o M:8 ° tU ci (^'1 Cyr c � E ri W 42 n � W LLIW�- J� WQ W �O�:mL-U00,_j0W W C�OwZC 7 Q Q Q pzle-L0z20�1�0iO200mzF- Uz ZJz '<,¢Q ELo0-.�LLJ LL F-zz000 OW Om = WQ Z ¢ 9 L-Q o FL- i O Z W 0 O > (n 0 `CO O Q � In �coU O a cM a- T- ZVF- WZ� W O J � N N 0 CV ti N 0 0 CO O CD � QO O O 0 �- N o N 0 N 0 N 0 N 0 N 0 N 0 N o� cV co 0 �n Ob 9N A r- o M N rn o o Cc '^ �1 , N M d LO CC I- Nt c COVJ Z Z O C:).�..r _ W� Wwcn r,5 O V��a _ H 0 O a Z��� W Q � tY LU N 0 LU Z 3:J 00 W}cr2 i-2zIx M �ZZLL N OVa}LU Q ZZ Z Z mQO U O O co Q Z z W J W " O (S4 LAST PLOT DATE 5 111 Apr. 26, 22 O STRUCTURAL J DETAILS—RETRO FIT SCALE: j" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST YNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" YYmLL SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS f I EW "A" SCALE: 1" = 1'-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-011 PLYWOOD —2x SYP CUT TO FIT BEARS IN WALL _---2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-01, SECTIO 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS N D-D SCALE: 1" = 1'-0' `f 2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS !LUED AND NAILED TO STRINGER DRYWALL SPACING 6', ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell E SECTION VIEW SCALE: " = 1'-01, 3/4 PLYV1 ON DECK —2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2x4 BLOCK C SCALE: 1" = 1'-01, 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2" TAPCONS @ MAX. 32" O.C. GA TOP OF STRINGER TREAD--- - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP Av -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — C 2x12 SYP- STRINGER SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING J 1 HIM UUIVJ I I' UU I IUIN UC I kkI LZ) (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE \ITO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) u 2: PSON M 10dx1 ECTION VIEW "H" SCALE: 1" = V-0" AUG 2 4 2022 VIRTUAL 4r V :_Vv ASSI$ Virtual I?evle%'v Plans Revs ew coil-,-,- :d for compliance with the <_. 3/7 Edition by Debra Anne Klahr PX2360 s ® P /+, r�V _ O CO cW J DOy4, 404 a aa, A "15805 -� < 00 4 0 w 0 Q �ICn W > O � 0 11 U �-I.. �Mvii a a N V O ^ 0 r> O r- L to �_ 2 �1 v!� O Mg m Q U " .Nt wQ� ^' Lco N c V, w W (D LU aL ai wpm w0LUL_ LU _j U, ¢ ¢ma a Ye 0 z m:) W < < Q Cy U JmO;�irmU_00U_ _0 = O X Z W_� 0 Z m 0 0� 4 F aU)WIIOZpmOOmZ= U O �OZ O cn,6a-> nWw,V51wQO�.j a. a�WpW IIIzp�Um¢ 000 z§ LL zW O� ;moo M O .J U� m (n LO I— IX 0- ci Q Q 00 Z U �— Z ?� w WQ J O co CV 04 O CNI 1 N r O o, C0. O CO 00 N O O r O r O N O CV O CV O CN O CV O N N N C) C 00 99 to o0 9�T A r O N O •- O rn O O r o r 0 0 �— C 2 Lo �1 j 0 > 00 CV 0 CO' O 14 O In O (p O I1-, r 00 Z Z !2_ o W U)O 0 Uoi2o aO LO OwQ1 l- Z w�- mZ= H O Z Z � J MN w W0 M a Z Z u. (V w N O-32z Q On-zz . Z Z �a0 U a OU o m a z Z Z W J wST 04 " O0 LAST PLOT DATE >(V Apr. 26, 22 z J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 FG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. S. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 SAFE VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD < 1.0 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. 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: 7-6" LINTEL TYPE 8F32-16 SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads CAmr-44mm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-08 BF16.OB 8F20.OB BF24-OB 8F28.OB BF32.OB 8F8-1B 8F12.1B 8F16-1B 8F20-1B 8F24.1B 8F28-1B 8F32-1B T-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 19 8733 19 10121 19 T-10" (70") PRECAST 1062 1105 1173 1631 12090 2549 13009 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 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1 1729 2661 3898 5681 8461 (j4j 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 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR I NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4(184") PRESTRESSED N.R. NR NR NR NR NR NR NR" 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R.NR NR NR NR NR NR NR 180 340 598 845 1114 1 1359 1468 22'-0" (264") PRESTRESSED N.R.NR NR NR NR NR NR NR 165 1 315 550 1 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4Al7'-CIS SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8RU6 8RF6-0B 8RF10-0B BRF14-OB 8RF18-OB RF22-0B RF26-0B RF30-OB 8RF6.1B 8RF10-IB 8RF14.18 8RF18.1B 8RF22-IB 8RF26.1B BRF30•18 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8W 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 15048 7915 1 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD PLF TYPE LENGTH 8U8 BF8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 V-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N. R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Cs�/► ^'-■ � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAZT-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T 8F16.1T 8F20.1T 8F24.1T 8F28.1T 8F32.1T 8F8 2T BF12 2T BF16 2T BF20 2T 8F24 2T 8F28 2T BF32 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 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 12694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 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 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 12204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 1 599 1028 1 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 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 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 151-4" (18411) PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 (124 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 1 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 1 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 261 10 341 10 416 10 491 10 566 10 124 200 316 1 450 1 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AiT'-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T BRF14-IT 8RF18-IT 8U22-IT 8RF26.1T 8RF30.1T 8RF6-2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22.2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-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 1 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 2442 6 2931 6 3257 506 9 11462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 O O v U 1 UNIT '2382 1 /T11 = 1 -011 - 1 ST FLOOR PLAN G \ G \ - e�sti !�� C, P�a�s w� tnz � pX23v0 for comPiis a ca p'ntle K1ah Edson ay 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 0- o c c 0 0 8F16-1B/1T 8RF14-1B/0T O °a c O ° ° 4 >- c 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" c K.O. BLOCKS W/ (1) #5 CONT HOR c o BAR IN EACH - ALL GROUT FILLED *O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR L - C.M.U. > G J = � vi w -0 w #5 REBAR AT W O. = ° a ° BOTTOM MIN. (1) QQ.x, REQ'D Ln Z-* o `�° 16 GAUGE POWERS H in 0' 3- v ° STEEL BOXED ,x 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP T�GROUT N. (1) REQ'D " CLEAR Q J C.M.U. 00 z = inBAR AT BOTTOM TEL CAVITY O o BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J -� QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP G i N N O N N 9FPB � to , � O co co r- CWC 0 w 0 Q w� E ^` W > O M 0 O cy) d - W d P 0 L _ 0 �8 0 i u ._ Ci 2. n0 V w c0: � cO M W C 5 C ^ �a LLI W ~W O Z W ?3 m�Q u0aZ-p20Q O0Q-J0(Xw OLJO O O vi0 azLzzL Z LL EPWo howP-g Q0 Od 0� rn � 0ML 0 0 Z N OW C-/) ti O cM M Q L0 LL Ia-waM o�o ZU f�-- W W JQ O lot N O N n N O 0 00 O c0 00 T- 0 N 0 N 0 N N N N CD N 0 N CD N 0 N 0 N 0 N 0 N N NO i ' 00 OO M 04 N O M � 0 � r 0 CD 0 0 C ' N 4 ,A, L,( ; p e- p N 0 M 0 .4 0 0 CD CO O 1-� � � M u Z Z L) 0c/ O 4-00WCO Wulr> 0)0 4-j 1--� uj 2 FF--a t� ZW N r�nmOZ V Z W �00 0 2Z0� M a.ZZu- (V LU N Og2z F- 2 Q Ua}v (1)Z Z QO Z Z U a OU O W Ix z I W WN O o (V LAST PLOT DATE Apr. 26, 22 z.� O STRUCTURAL J DETAILS A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 414' PRECAST (2) D4.5 WIRE 2 No. 3 964 1 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-T 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE (21 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 17-0" 101-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. I5'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 N.R. 473 473 328 455 No. 17'4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 277 277 202 281 2 No.5 20'4" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 219 219 165 229 2 No.5 N.R. 22'-0 20' 8" PRESTRESSED (2) No.3 (2) 7116 strand +2 203 203 155 215 No. 5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED ss DETAIL"A" DETAIL"B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] NOMINALWIDTH+I`QUANTITYOF#56ARAT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS [PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" T4' PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 64" 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'-T 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 81-0" 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'-6" 9'-2" 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'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 174' 16'-0" PRESTRESSED (2)No.3 (2) 7/16 strand + 993 993 600 1084 2 No.4 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 + 961 961 446 872 2 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.5 (2) 7/16 strand + 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 � i 1 i• r:�' DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -I r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH j `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) LL SOLID #5 (2) U (1) L DETAIL'DE DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' JI(Y' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 54' 5-9' PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 6'1" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1000 1000 1 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTIFY OF #5 BAR AT 5-SOLID LINTEL -I r LOWER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH•+I `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#51-(1)#5L' DETAIL'E' DETAIL'F' DETAII'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000. 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) 73 2 No.5 992 992 751 1035 12141 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No. 15'-4" 14'-0" PRESTRESSED 2 No.3 () (2)7/16strand+ 1095 1095 551 887 2 No. 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 2 No.4 174" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand HIT 655 655 340 645 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 2 No. 22'-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7strand+ 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 (2) 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 f LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH I `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U 10)#51­ (1)#5U (1)#5L (2)#SU 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 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" X4' PRECAST (2) D4.5 WIRE 2 No. 3 B548 10000 10000 10000 54" 4'-O" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 6'4' PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-W 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 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-B" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1141 PRECAST (2) No. 3 2 No.5 1775 1775 1279 1775 13'-4" 12-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20' 0 18' 8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1008 1008 573 1048 2 No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7/16 strand + 24'-0" 22'-B" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 v v v DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LIN7EV r QUANTITY OF 115 BAR AT 5-SOLID LINTEL ( LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINALWIDTHJ j `QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(l;IJU10 SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2' 2'-10' 2'4" 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 4'4" 3'-4" 31-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6-0' PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" &-4" r7t PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 "37 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINALWIDTHJ j LQUANTrrY OF#5 BAR AT NOMINALHEIGHT 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 ksl 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF B" (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 3000 PSI GR*'FluE�LD) TOP LEG BARS: (PLACED IN(SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc bo 00(TIED OR WELDED) LnBOTTOM BARS SEE SCHEDULE 7 5/8" 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 (PLACED IN FIELD 2" 2" 0 Lf M 7 5/8" TOP LEG BARS: (SEL SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 4 2 LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" 24" COMPOSITE X 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" l'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 414" 314" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'4' 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 74" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 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) 7/16 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 1092 1092 614 1167 No. 22'-0" 20' 8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1023 1023 576 1121 2 No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 q• r�ilq•! � iq1 tq1 TYPE DESIGNATION r :�'-� {�_v ,`.ltq'i ;•�q',q', P - PLAIN LINTEL/ rQUANTITYOF#S BARAT .�i,� .�i,' •`i,� 5-SOLIDUNTEL -1 I LOW ER LINTEL CAVITY ,{; [8xl 6-P-1 L/1 U] {;, ,,•;, C'f t' NOMINAL WIDTHr ` QUANTITY OF#SBAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY J DETAIL"0" DETAIL"P" DETAIL"0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)L SOLID #5(2)U(1)L DETAIL'DL' DETAIL 'DM' DETAIL 'DL'&'DM' DETAIL'DN' 31-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0' 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 1D000 W-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 44" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 654D 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-91 84' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 \/7V\ AUU 2 4 Z02 v I RT UAL RE V : L W A 6 S I S JiQua I P.evie',v r,-,:; ar_r Tans Re. d r compiianc,. 1 )t �.0�_� Klahr PX? _) UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74' 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'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 34" 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 PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 i ., w .; i .. •. :� is , � .; DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)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'DO' DETAIL 'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2' 2'-10" 24' PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'.4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 ID000 5-8" 4'.4" 4'-0" PRECAST (2j D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5'-4" 5-a' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 6'-4" 6-9' 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.4 552 2996 1183 2844 TYPE DESIGNATION •' ' ': DETAIL "DL" DETAIL "l1M" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION s mil I r uvw x16-P-IL/I+ ] Lyr wV TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT 5-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMNAL WIDTH j LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE W ORKIBN,GL NTELS L LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 4 259 5'-4" Precast 663 1940 710" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 8 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O co � F ,oaf to ' O L0 • � IX e ' a Z o w W Z Q U W //W�+ i E L %O C? U '7 M N N Vco MZ) O u o � '�"■ LL C • O 8 m Q �N1 Gs. ° < V Lu Q: 00E M W W W W u- 0Wg(0�co(9 00 0 U 00 0 a� w OmOj CYWOZOwOo0U a aOp O ZARMZ0 WO WWZZzLL� aa ' LL O�HW �WOQ oz °tea ° 0 ~QLL O ZCN w O F- CD J F- 0 M O Q fn M � 20 LA w CM 00 Z U w� Lu JQ N N O N r ti N O O 00 O0 W 0 0 0 N O N O N O N O N O CV O N O N O N o0 O 6 T- o0 O M T-- ,- N O cM N O O O O O r O r O (6 O C •L � ; o � 0 N 0 M 0 � 00 to CO 0 Imo• M u) z z ° w 0 0W(1) 0 ^ V_o o Q ii V l W F- Z = m = Z N V Z J w NN 5. W M a.ZZLL < 0 N w N Og2Z ■ Z �`t0 Z U OU O a z Z Z J N N W O 0 (V LAST PLOT DATE Apr. 26, 22 z40 - O STRUCTURAL J DETAILS A (LEFT) March 15, 2022 9§92mawff roriva Delpai-tne-1 0 Busriess& 0�ufessbriaf r;egalial & i3tukliog Codes a,(; S4indjrds �r_5r'112 (n -0 >= C.A P �ODUCT APPROVAL SPECIFICATION SHEET Product Appruval Application Detail 2 0- = o 19 i .:gp. eta (2o22) (D 0_6 And"'blit6" %m& &mm00%d 101 F,,,h, tni = cu -0 CL ­to,�: ft "2 41"PW ftyvinu Asyt M-1 "ILI -6­0 (D Mounting Brackatts ( 10 Gorge''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 I F ;VI-111 0)-&-. l cical 0=3 ca 410`2 * x + 1;'2'x 2-12- they will be utilized on the construction project for which you are applying fora Cl) -0 Tt Back Cross Support 2 0 CD_ lollay he, an to "Arl Ap.mmdftru� ZJ= 2%= livil., r-Imni, -2 0 U_ S" Anchex Schedule Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Test Pressures Exp. Date Date, r WV 0i'li. dr. i- -,- ­ 11-1 1 - k Co co - CU C) > 1. EXTERIOFD�00RS m Right Siacket (16 (jauqe) �S 'I'A -SQ -0 E 2 <lYjq� o, gt;it­r� I). CI) Cn_ ;= ") 0 CU A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 112'Na. A 325 Galir P­0,4� %-­- �2k ,_ 21 CU Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 010 - Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/202" #14Self-0rilhrKj Y., Ycs B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 Screvvs PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 A/C Vitit BcAtupi Ediljt C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) F L8248.3 +31.0/-35.0 psf 12131/202'%"' tiurricareSvap Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248.1 0 +30.0/-33.5 psf 12/31/2023 (Tlrrarak I in front) T washeri t Croliss Support Wayne -Dalton Series 8000/8100/8200.#1124.(16X7) FL8248.11 +34.41-38.3 psf 121311202:B cif -Locking huts fty be cut to W) 01, Left Bracket (16 Gau(ft) 0 14 Self-Dilling Strem Thfu WItickets & Back Cross SLP00ft Irto AMC Limit Bottom Side Z D. METAL LOUVERED DRS Curries Division of AADG!, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12131/2025 (Typical: 3 each sidt- for hurricane Lisa) INSTAUATION INfORMATION lot 2. WINDOWS Xx. I A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 psf 10/812023 Ir-il" Re" SA Dinlivining rea"ll up" inletrateet Z PGT Series 5500 F L239.2 NIA 7/30/2025 T It. B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Fbrift Depeftent of Business & Professional Rewilefuln P"l •J,w, �'A "P­tn E,�q. -�bvw. 5'.;jIt r-, M!:l C. FIXED MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 413/2023 Building Codes arid Standards Product Approval Application Dittall X::- �,X CXLCI;el,Allgtiml­,,�� l4Qt ot, PGT Series 5520 F L243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 F Ll 5353.2 NIA 12/31/2024, Bray a mi Do pat Milli! view awtoamm Comilla Vendead IN otbmm PW Aconeal ADWM Sam Ar Smart Vent Riduds. atto, PA~ Glen- =r N-PE .met- 2020 M Lattlefidiinden E 12M&l i2t,1010= lnsmx AA _-Mr -694 FILW .t-StA E 4131A SM4'e '_­1 im-, Oil, �­C, X 1­,­ Y'. C­,­- PGT Series 5500 FL261.1 I'llUA 5/2612026 caseow. t t-73770 (33A)3OD-1800 Smaira) companeft Pr subcall,011r. Wool- ralroacted a Re" of E. OTHER Nal. T.,ioeoft Y Y­ l�A MJ Crimpill.- leveled li-liello. RepW tort, It to 1--_gt 1• AD" FhostioulAndriew we Uoivnited Florida Prolo"iffel Engine" FUA=Mfto*Mb '4A 3. PANEL WALL Qatar &HAOM Aperelledrill U Ammoved For knew poam A. SIDING NIA Immogoom" cdoll Elainallon Daile mx" ad*"= fl,.htm =V=o DU FlruaMFl�dand WMaWVoo* 1MV12M Y. Y NA .10", James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 12/31/2023 1­1�� n61 A,,;� 2 Sma~ Model 01I sit Duello-doitill-doLlidVoItilad Wall 2041M Y. Y. NIA .10"100 aranvwd Moal IMS54*C1 SIN initialled Froild Vent 1W im Y" Yea NpA -ICOA lot 1 1�, Y­ IJ A )'KAU B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272,2 +75.0/-75.0 psf 12/31/2023ror 5-tvill Well 015,10,121 MAliftedloloadvie'll IZG:12023 Y I- NIA *100J6100 S anterneenovolantri5a0bWA *&qd;G!noW F*WVW 12`14r= Y Y" N.A WA i Y" 141A -IW too Wild Flood valor 2*11,12ar Y Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit F Ll 6544 R5 +54.2/-54.2 psf 7130/2023 arroov" v0dol 01644W. qud- Fkd Vol lZr41r= Z VM WkIk WA So. carol C. 0 TH E R n Flodds Department of Bualralle & Professional Regulation Building Codes Standards Ina=: 4. ROOFING PRODUCTS arid Product Approval Application Devil A­­.4 X -ov A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tarnko (for Shingle Roof) 151b Felt Underlayment NIA 6/2912023 -Coo or PAII a" Cwo I" mm ZKNM nom9liLm laWatsAlum Ymigeom gtm" 2&M= 11"Whoommit A032nd San R-- 2020 ofirlool 1011,11114 it. Jew 3hunalro Ze0h:ry R Rost Lo*. poltam P V. Will Maw= 01IM620 Ll r -2,:� Plyglass USA, Inc. (for Tile Roof) POLYS11CK TU MAX FL5259 N/A 12/23/2023 cateelat Roolftv 4902.X315,1 PE-1 021 ieaoc*.WWfaft Roding itm., - dollunall C. ROOFING FASTENERS NOT USED Cmvxw" D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918A N/A 9/9/2026 amexAmm3m Await For U" 60911111112ILM lillgail Deal Florida Metal Products, Inc Vent RV10 FL21580.3 NA 12131/2024 111112.01, Iftervia 9UML-M &gum :=11im; stplilem. CW 10"s DMC I SM. DMC 1756, DMG 2008. 12f3iftW5 NA .0"80 1:11100 ffv -hnd,, FQP*ut-u,1­ of H'l.*x*­, 1,aoti­�rra eAlding C-1-s are Produc t Appv I,I,al Apulical ion Delail vi, ASSI A Revi& Review Lornanco, Inc DA-4 Exahust Vent F Ll 7202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 FL �.0 R, t- int Plot 2&12 414!" ?Vong Disa r r "'IV Boras Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025, Florida Department of Business & Professillrial Regulation 1, ice.. 1* VA ��ed Statt-led _AaAzdS A" DMC 10ONS, DMC 150SS. DMC 175S, DMC Building Codes and Standards V2512M lartliduct Appiroval A"llestion Deal[ F. METAL ROOF Drexel Metals, Inc. 200S. DMC 5V F Ll 7679.1 +0/-180 12131/2025 EnOv ot pabopendim 5. SHUTTERS version; Mam*wtulw CROW validated by Validated "ligertilird flugamat Ift !!k1hZ 1��Alkitdyrlz Ati NwLft Review 20211 Treonal-Tni Cotpourlon Lyndori F ISChirrift, F. F Ryan E 04M&2Cr2I 1XW2020 OV2212132f Gacl&r2cD Approved sa-MiS PE-4.3" A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2024" Category Exterror cloone (an WS)• SUK"al. Smiling ExIlenor Door Aaxaarhke Conto nc*MW 141.1,41 MIA Cn Florida = ArSh Ilea or a Wattled Florida All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 NIA 12/31/20242 Profiessonai Engineer FLX*04$M Prodeacal 1, '�-'24 4 E� .2� 11NU10 A li/A QuaWAmism AparevedforUes Aumvedforloei ftpKt v4sifin ULE -PM9912ago= contract Exo1radloar Dealt at= 210imimL !��rL '61 O=Smooth-Star nr'7;a E- 42 a- IV- "It-W 10-4 nra QD w1aCwhWao Nomil 69MA UlualmoaceQuot cape re IM1121M No Y" Y" WA I 0,rnposilo Edge F.-arVietis Sir& D­ (I­MWVft%,ft x "Agi-Allai.) Thermal-Tru Fter-Clausic Opave 1201r= No yet; Yes MA 6. STRUCTURAL CO MPONENTS 2 b and Smootit-Sar Non" 59M.8 &quotftrvactkiulo, C.mlooste Edoa Fill"al $.Vie Door writ alialmel,t) XO, GX or 0)(0 rtfiq.tet...) 3 Thorrna­Tm Fker-O&mc end Smoolln-Star Nommal sulias "OtImloa.dolot cpaq.. 12GIOW No Yea Y" WA A WOOD CONNECTORS/ USP Structural Conn. see chart Compolelle Edge Fbiargl clouble Door wti, or Flor:da Depa.,trr" ofb.nmes:; Pro'eswrzil Roq,.,�atior E .adi Sdelfts Onatinroiciulvonno. XK or QXXO mnliguralums) 4 d, The r-Tr. F-ilrer-Gists ic and N-rai 8&M,0 Op"Ut, lmlr�= NO Yea Y_ WA ANCHORS Simpson Strong -Tie see chart C,corromm 6doe Filleri SVlo Door (In4lah"OK11,11"Whill x0oftbouration) Product Approval Application Detail =:3 B. TRUSS PLATES 17W Building Components Alpine Truss Plates FL1999.1 N/A 12/31/2024 I I . 5 e TII_errraeTM Fibler.Clarisle and 5000"t-Sla, Nominal HSAURO &qUotImoaCI8q1l0t 01116"S I M I 2= No Ym Yet NIA Comileara, Edge Fiberglass SirIlle Do. til -FL1999.4 MiTek Industries, Inc. Truss Plates Fl 9197.1 - FL2197.5 N/A 12/31/2022ixr XO oxoxo wrguraborts) 6 f Thelma-Tru Flibar-Maselt: and SmoutIt-Star Nominal 611.4aliro AQUOI.IrripacAqw� opiewe 112r)l= NO Y" Y" WA Fa Ix &.1 LAZ_!!!=!CL HJU ilribi,or 4 L ki V4fdlM sullplet'l• 40Z.-d 'r,� A� Compolito EcI Fillooriiiass Dauble Door wen do q. AftitoLlit Sidernes lifts"noIoutiotomlr xx or oxxo C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 7 Norninal 5axay.8 aquotimplitutaciaA Glaztec: 12,131=22 yes Yore WA Compoll" EdW Fibierillam $MI. Dim, CIO D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 Iiii,1l,"A 5/2112022 X confierabon) a h rhe�Tmlttftl-cllulax am smooth -Eft, Nom net BROW.$ liquoturgactililImt rI&M 11201r_1022 "a Y" Y" WA C= Edgy Fiberglass Sinoe Cloo,,Wh sittelel ilmotionoxxit" na XO OX M OXO CIO > C) Commercial Concrete Products, Inc, High Strength Concrete Lintels F Ll 774 N/A 5/2512024 oodigumbor.1 9 1 Yher�Tw Fitter -claw, and Smoorth-Sti, Nominal S&M 8 l6quatImpact&Iliact Glazed 12131= yea Yes WA Compoiate Ed9*Psbv9hals Double, Door wth w Sdalil Ontaingt0exielit XK . 0XX0 0 4C A- Jk_,t V I- "'Itntl 1., 111, tot 13� 0- *Moilt � r 5 10 iTher�-TmFOAr-CLoSMW4SnK-otn-Sbr Nom net S&M.0 WaLlnivactk4ot Glazed l2tald= NO Yes vn WA Oompwte Mat ".4. single Door .- :. .a .r ,,,, O X oonllgunxnoe} I I h. Therma-Tm Fiber-Olime and Smoodi_sIttir Gazw 1121alt= N. Y_ yea. MPA compolotill Edge Floorglass Single Door oill suldwil) anutommool"no XQ, OXCK QX0 90ft,,inalignit The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be 12 Y. Tharmx.Tn.I am Small -Ror Nominal al!01!39�0 ILtillation"HImick Gl-zed 12M=22 N. Y_ Yes OVA C�orrmolzte ft. Fibeirgi.. Duk* Dot th ar "MOLASOelons1repwiro,cluisimnil )MaO)rXO available to the inspector on the jobsite; 1) copy of the product approval, 2) t m Therma-Tw Fbor-Callalic arid Smoot-h-Sta, Nominal 68.00918 LqU*rImpa0t&d^ Glazed Wised iWl= W Y" WA Or- Complaida Edge Fiberglass Stingle Door 9Irida U%%nner!,1 Birsk,,st ofes,� -'na RPdulattn 0 one Mr0VubV*Qr X Wrogtireodo) 14 A Then�Tm Flller-Ctl and Smoan, -3t2r Nam" 51LOV8 &CfuotlffpSCtLCI-C Glazed Molded 12n I 1= NO Yes Yea VA Open Compoene Edp Fibarglante Single Door vast Glazed Udldd Open & (I moottlI.JADul-1.9 H.I,�hnj C,,d" - Product Approval Application Detail < L_ X0. OX I,r OXO riltiI 15 a The�Tru Ffter�lariak and Smooln-fibir Nommal 6&X39.9 &IFuMirrowt8quot Glazed Molded 12131r,= NO Y" yoti, WA Open Compoette Edge Fiberglass Double Door a f4dhoal Glazed litiolded Open $,*A- 't. t lt, Mor OXKO .rdrQui-ala-) le Ther­TM Filler-Cliessl and SmocI16,12or Nomintal SLIM8 Squotimi-tillortlot Dpal VMM22 N. Y_ Yoe WA lit, Gait, DA� Dote V1,60o"10 Y;; Yd­, lac'A"o-" A- Ual CIO p Composite Edge clillinlateat Single Door wfth Wkled Ow sid"(S) XO. OX or OXO -rift.ree-i F - L) 17 4 TlielvilieTw riter-Closix arid Smooth1lar Nominal 6V39 8 &quoLmQ&C1kW( Opaque 12/31,= Na Yn Yea WA Con"ere, Edge Fibiirglns Double Odor will or alanno"lazed Molded 0 on _S.Jeldee "PDXX0 `om'9t`r-b") V22 keL.- 99" * 069" APPLICANT SIGNATURE DATE fV �L� t t 'E7ll ft,"i P4, "I. ­V,,Z 0,1� HVII, il­ -4 CIO Floddo Dopleftwit of BuGlress & Professional PAplallon Building Codes and Standards r7 LL1 Product Approval Application Devil -1iridi r�Wrtu,_,vl of Butw-Ls5 Rttqulaficti 13.aldirl,g C*63s aria S Z go ftirde, no Product Approval Application Detail Z canted upitneir FtIVY_Ytr MW Reolear, 2D20 MTlrwdu*" J.- R-..* =do OC40 - CEO 001*14bed, 9= VAL i1119M20 I WA=20 11124=20 AW." cdepew. bItede, Do- taill) 466,41ral l7as) 315=1580 *'IN N 6,6CA.Voirr. 311ill" Elthrk, D- AaMmilill o Cane Odbd; Cardlillioll. Med, Lhbg .4 Lt, &A.Med bl; A- -9 &�­i k Y (.1710 iiIII-ITIQ �7"r�r�,�%�) A,1--i _J a_ c. Y1 1, PL�IMJMFV,d,ds b= 29M 1_4 Nq� IAItl, I Wl�, VA" 1&AWMff ft- ftedEL2mmkU= 1. wwr out" W" Reekliand P_ �.. k­ A-MIMth, a"JIM1.1a.-ft lrutj�� SHEET NO. g" Slieffing abois 0- 04"4=21 Y. Y.. Y.. WA -DaiEr IP hYFZ ",I* .4v allgillsid Firldia"t PA 1 20 "I .d r h X .Iah T-0 rcdnss.'=ray' RegartaY©n a»� wz Bult9lsrg Codes and �aT�r� 1/xsr�+r;z Bu4ldtrg Codes and StaRtdatds l3:nat BuiWlnp Codas and SiarK�rl� .. El.ding t:+ades and s4a°ttdrrck _.. PrpdYCt rApQtpVa1 AppIICaA�bn DrRall Product Approve! Application Detail Product Approval Application Detail Fcatuct Approval Appikatian DFfalr i�4 r {1,jtS. a'i,S Ci/E. �a E ItY_eu C7askrs �la_ta K�,e art« :. _ 3C'1�t. 17;1�9. 17s.4t � PlndlMl !� Feelr+rr I� Roesiaa xaiaiat 2628 Tlrrrrartna Corporation S. Lr>&nar 9Ervr Jragamwn LyrMen F. '9 iemidt, P E Fiyran .l King, p E. 'IOID7Y„K1'J9 iXY'9E'YM2t ttyi�21 17ia.5riCl:ts APprmmd SY� i+atlWled ®,' Y.ilf�l4 ffiii" S7ia! Yifstaiglaism � L�tia vardue Or y Far'smrm - 9 p'•: F : A :k- var:aanti ev f €r�Ris: ti' ttktarw N N O_ C O 0 Q -t--•_ O O O O W O LL •� ^O^,, O W 0 }� .0 Q Y V i� ti U c� Qr i a M :�'Yt� ~] .0 W .L� `b+ r aC o Q �] C s w co Fat 49 a a W W ♦V O L O U O L� � I L O ,,1 LU C Q Z z J Q J a SHEET NO. PA 1,1 Florida Department rii BUSIf�3a & ProfesaDnal ReguiDn Paea6da Florida Ciapattrnera of Business b Professional Reygt6e9on rry_+ a, FIB 4apertrnarft of Business 3 PrWaSsiolaM Regulation - r!a€�] Gspatt,*}e.}'^ A r c „& ; CM or l iaawm Cn Cn Cn CU 2 EL ka NOA04M Consists w Hafr�;SEquotHoralmPagSquek Ciprrglra a?<.f,rE$zz r+po Yes No em WA f r'`�arU'fur+t Vmt+r 5drd lhYyf f.^/31d.TP,:9 N. Standards Year ff C Lpgmxw a Florida Mall-aaa ) t20 s Nmuspidsons co > o NR WA CL OAR g ProduCIO pray DW Asibmw ct Approval Applicatlayn Detail PrexlticF Approval Application Detail MA WA --es Simpson Stang -Tie 2020 FBC Approved Products Updated 12451)rA20 For orse Inks to all 8ST appirovials listed txtai, WQL11L&L SYstern Nkwn.DadeCajnlyNetkaeoCAOC*ptance(NOk CLICK li F1.9235f4l Mga Product Model. Number or Name ProdurcitDoscirlotion 1 Trial Stainless Steel concrete & Masonry Screw i IM" dionfieter Tdon stainless steel heated ray screw F1.2105Wke fill Product Model. Number or Name ProdgictDoschibithart I SDIOI12DEB Outdoor Accents Connector Screw 2 SW1112' SCOW, S010112' SDIO212 Strong -Drive SD Connector Screw 3 W91 126S, S0921 2SS SD Connector SS Screw 4 SDCF22434, SDCF2251Z SDGF22614, SDCF22700, SXF22", SDCF221014, Strong -Drive SDCP Timber -CIF Screw SDCF2211$4, SDCF221334, SDCF271958, SDCF272M 5 SDCP22434, SDCP2251Z SDCP22014, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timbel Screw SDCP221100, SDC13221134, SDCFr2714W 6 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Siror*Dwe SDHR Comborr Head Scrow, 7 SDE25112 EDEMI 34, SOS2520D, SIDS2521Z SOE25300, SDS2,5312, SDS25412, Strong -Drive SDS Heavy-Dullir 0xvirectorSefew SLYS2550Q SOS25eli SDS258M 8 SOS2511286, WS2520068, SDS2b212SS, SDSMDDSS SOS25312SS Stung -Drive SDS Heavy -Duty Carriectior SS Screw 9 SDVo1F2716 SDY*2720, SDWF2rA, SDVVF2726, SDWF2f3O Swong-Drive SDWF Flow-to-Filoor Screw FL111111011107-1116 &M& Product Model-Numberor Name ProclibetDilisorkition I ATR318, ATRI/Z ATR5M. ATR314 Threaded Rods 2 ATUDS, ATU011 ATUDI ATUM2, ATLI ATUDI 4, ATUD14-2 Aluminuen Take -Up Device 3 BP3l SPIn, SPI12-3, BP518-2, SPl 8173(4, Blidl SPRTL03-4 Bearing Plates 4 CNWl Cillil CNW518, CNW304, CWMAill ONW39-SM Coupler Nuts 5 CTUD55, C-UD65, CTUUW, CTU075, CTUD76, CTUD77, CTLI CTUDee, CTUDI Coupling Take -Up Device CTUDI C-UDW 6 H3, 144, 145, M Heavy Hex Nuts 7 RTUD3, RTUD3B. RITUD4, RTUD4E, RTUD5 RTUDS, RTUD7, STUDS RoWheUng Take -Up Device 8 TLIDI TUDIO T BPI p Ell cie, 9 TUW38 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Todown Syscorn I I Uptsll 112" Uplift Rod Run Tireclown System 12 URS6 W'UpK Rod Run Tiodown Sysrenrn Is URSO 3/4" Uplift Rod Run Tiodown Sisrem, FLVI0441 AW Pmduct Model- Number or Name ProductDorecifivition 11 DTT2 Hold-down 2 HDC1014, HDl Hold-down 3 Hl HHM I I , HHDQ1 4 Hold-dol 4 HOU2 HOLAT HDU5, HIDU8, HDU1', HDU14 Hold-down 5 HPA.S, HPA35 Strapl punts anchor a LSTHD8 LSTHD8RJ Stop -style hold-down 7 MASA, MAW Foundation anchor stop 8 MPA132, Mi Strap -style purlin anchor 9 Fil PA23, PA28, PA35, PASI, PA69 Sirapi-sttile, Poll anchor 10 PAIIS, PAl PAIII PA135 slearri-ill Purim arrichor 11 STHD10 STHD10RJ straperyle hold-down 12 STHEA * S-THDI 4RJ Strap-slifler hold-down WM-w-4**M Simpson Strong -Tie 2020 FBC Approved Products Updated l2rJQQ= EMP-M For idirect Inks to all SOT aloprovals lided below, 91KK HER asseasseleassat Far addidonal estimation =g Florda's Statewide Product Approval System and Madra4)II County Notice of Acceptance ()JOA3._9Ul �. 21 LB was hangers Top fWal haregivis available in Yopth of I -WWand hergits ranging Indirin 5.3m, to 15-118" 22 LBAZ series hangers Top flange hangers available an veldts of 11416'and fieflits toning tom g-WO'ki, 13-1/9' 23 LE-03 LEG5, LEG7 seem hangers Top fiterete Instigate available in Witte ranging from 3-114'to 0- 718" and heights ranging from Qil 33-IrZ' 24 MOX ME07 serais hangers Top fitersta, infergers avarsablif in widthis ranging from 5-1/4'to Ii 7f8" and heights ranging from O'l 32-1/7' 25 MIT series hangers Top fladdriffe hatingene available in widths ranging trial I -WIV'to 5- 113" and net" ranging from 9l to 24" X Pl PII PFII PFDSB series hangers Top farrips heargers, available in width of I-lifiWand firegnits rainging tam 3.3i8' to 7.11 27 FIR Ridge iraterr connector 28 WP satin hangers Top flarilre hangers available in wdl ranging from I -WI ter 7 - 118" and heights ranging 9-114'tc, 32". I ASAM ABA , ABA48, ASA461I ASAl ARAWR 2 ABU", ABIJ44R, ASU46, ABU1401R, ASU155. ABU54 ABU65, ABUI A81.166R, ASU819, ABUT, A8U1010. ABUIGIOR, ABU1212, ABUI 2112R 3 ABWl AM"RZ. ABWl ABW46RZ, ABWl ASWl ABW7.7 4 AC4, AC41R, ACE4, ACS, ACOR, ACES 6 BC4, ", BC4R. BCO, BM. SC4, 8=­W4, SCS2,W 8 CR44, C130. CW, CW, CM 7 CBS044-SDSZ CBS046-SDSZ C6SQ88•SDSZ CESl CESCIWSDS2 8 00. MO. ECCU Series 9 OCCWS25, ECCO-SDS2 5 Sense 10 CPT44Z, CPTSI OPTS8Z 11 EPB"A, EPS", EP(346, EPBW 12 FPSC 13 LCW, LCSW 14 LPCAZ,LP= 15 MP044Z, MPSW MPB88Z 10 PII P844k P846, PIW PIROGIR 17 Pas"Al Raw P8968 Is PBVO Pfil 19 PC44-18, PCM-115, PC48-18, PIC15418, POW 16, EPl EPG4115-18, EFC48-18, EloC'64-16, FPC8610 21) PCiW PC4R7 PCSZ, PC6R7_ Fl PCSRZ EPC4Z, FFCARZ, EPl EPCSRZ F-Pill EPCSRZ 21 PPE144-4Z. PPB4446Z 22 RP?IZ FLANOWS-10 2al Product k4fidd. Number or Narne I FLA, FSA 2 FRFIP 3 GI­146­6, GH41I GH48-6, GHMAGH41 064 GH4110-8° 01-66-6, GH66-8. GHW-6,GH68 86 GHS'll GHBIDA 4 GLB5A, GIL351I GLB5C, GL56D, G.WillI Girl GUI PL57U 5 GLBT512, CIRLT812. GLPT518. GDLT818, OLST520, GBLTS20 6 HGLBA, HI HGIUBC, HGLBO 7 HM.2, HG't-3, HGII a UFF110-Sm 0 URFP 9MI11111021111w4mm Adjuslartle Post Base Adjustarkle Post Base Adjustable Post Bass Post Cap Post Cap Embedded Column Base Embedded Column Bass Bolted column caps with W1 ranging from 3-141D 9.1 f7 and W ranging linden 3518" to 7.1/2" Scravord column caps with WI ranging from 3-114' to 9-1 Q` and W2 ranging froarn 3-WO" to 7-1/2' Concealed Post Tie Base Embedded Poet Base Embedded Post Rose Embedded Column Sam Light Post Cap lillementpost Base Embedded Post Base Embedded Pad Base Round Post Be" Post Cap Post Cap Post Base Revel Post. Bass Emauz2omdR= Forundiabon Anchor Pot fifistimill Foundation Plate Girder Hanger Gfularn Bearing Pleb Glulal Bearing Plate Heavy Gularn Searing Plate Heavy iGirdierTiodown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong-Tie2020FBC Approved Products Fee died in" to All "T approvill fall bell "IgHEf%c. ­7 Fog addlWill MWs4Dl CourryNodice fed. ofAccipuill (11,10A), C" HjDft� FIL10110446-IR6 III Product Modl Number or Name ProductDiescirlation I A21, A23, A33, A34, A,36, A44 Angles 2 APW APA+ APAe, APVA21, APVA4, APVAA OutdoorAccents, Angles 3 APB", AP644R, APVBW APBWK APSM, APB88R. AP61 010, AP51 DIOR, APVM4, Outdoor Accents Post Bastes APVB44R, APVBW APVB6l APVBW APVMR, APV81010, APVBIDIUR 4 APDJT2-4, APDJT2R-4, APCUI AP1DJT2l APVDJT--A, APVDJT2R4. APVDJT2-6 Outdoor Accents Deck Jost Ties APVDJM-8 6 APHH46, APHH4W APHH1i APHH61I Outdoor Accents Heavy Hanger a A101-4, APLe, APIA, APTO, April APVL6, APVT4, APVII Outdoor Accents L and T Beam -'o-Colurrirr Ties 7 APU­124, APLH24R APILHI APLI-26R, APLH21C APLH21DR OutdidorAccerift Light Hangers a BVLZ Brick Winter Ledger Corinal 9 CB1W CS-4Z Concealed Beam Ines 10 C1jT3z' CJT01Z CJTbz' Clfff)Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4 FC6 Fro"Clrips 14 FWANZ Foundation Miliall Angles 15 GAI GA22 Gusset Angles, 10 H2A, H2_5T H8, H10A.2. H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 191 KBSIZ Knee -Brace Stabilizer 20 L30, 1.50, L70, L90 Angles 21 LCI Post Cap 22 11 L-SW LS70, L590 SWwvt* Angles 23 LSr-7 Adjustable Stair Stringer Connector 24 L4-,W2dl _SSJ2SU. LSW281.4 LSSMRZ, LSSJZIOLZ, LSW21 ORZ Field Adjustal Jack Hanger 25 LSSR1 61, LSSR2 1, LSSR2 37. LSSR2.5e LSSR710-2. LSSR41 0 Field Adjustable SloonabliecSikewarritir HaNer 28 ll LTP1_- Tie Plates 27 111 pill Ml ML28Z ML21OZ Angles 28 MMH8 RoOTWD*vm 29 Mll Hinged Root Connector 30 MMLLI W&U26-2, MMUUI MMLUI MMUU210, P&LU1211, MIMILU139. MMLL4311 Face-fifordrit Hangers 31 R8C_.RBCr Roof Boundary Clips 32 RST-3 Rod Tie -Down 33 Rl RTC42, RTC2_7; RTC44 Rigid Tie Connectols, 34 STC STCT,OTC HTC4 Truss CIps 35 TJC37, TJC57 7russ Jack C" W ZZ Z4. Z44 Panel Stiffener Clips FL#I 0447-RS Safi * Product Model, Number or Name I AHEP 2 DSC2R-SDl53, DSC2L-S3S3, DSC5R_SDS3, DSM-SDS3 3 GBC 4 HCP1-81, HCP'2, HCP4 5 HHRC2-2, HHRO42, HHRC42-2- HHRC41181 . HHRC". HHRO5.25n-25 HHRC5 33713. 12, HHRC86 6 HRI 81, HRC22 7 URUI LRU28, URU210, LRU212 8 LSU26, LSEU28 LSSU1210 9 TREA, TBF+ 10 TON TC26 TC28 11 THA29, THAl THA218, THA21 F3.2, THAl THI -HA41 8, THAC418, THA422. THAC422 THA426, THA4.22-2, THI 12 THAI 1.8102, THAl2 06/22, THAl2 1.122, THA1222, THA1322, TH AI 3522, THAI4212 13 THAL422, THAR422 14 THJl LTHJA26, LTHMA 15 THJM2-4,SDS3, THJIiil TRJU2e, THJU26­W 16 TSBR2-24 17 VPA2, VIPA25, VPA3, VPA35, VPA4 19 VTCR M Simpson Strong -Tie 2020 FBC Approved Products upostrind 17r3G°20, For (*ftl Wes to all EST apparill We bell FCC a"-Xntkl reforrinktite r"arding Harries 8tateivide Prol Approval &Plern al MB"43&de County Nistilre Of AGUeribil nil �CLJCY, HERE- 22LA a Product0facirliption I ET, BTB, 8TH Brick Ties 2 CMI Clil CMSTCIS coiled Straps 3 CS1 4, CSI 6. CS1 a C520, C522 Coiled Straps 4 CSHI CS-HP20 Coiled Straps 5 CTS21S ComprossionlTrantuor Strop 6 DSP, SSP, TSP Stud to Plate to 7 HI. H10A, H2,5A. H3, HS, H7Z, H16, HISS, HIll H16-2S Hurricarne'riers 8 HGT-2, Hl RGT-4 HeavyGlirderriedown 9 H524 Hurricanal 10 HSS2,RD l 5, RSS2.2-SDS3 HSS2-3-SDS3, HSS4-SDS3 Heavy Rod Shoe 11 HST2 HST3 HSTS HST8 Straight Straps 12 HTS16, HT $20, HTS24, HTS28, HT510, HTS30C Heavy Twist Strop 13 HT&a15KTZ. HTSQ20KTZ Heavy Twat Strap 14 LFTA Light Floor Too Anchor 15 LSTA9, LSTAI 2. ILSTAI 6, LSTAI 8, LSTA21, ILSTA24, LSTA30, LSTA36 Straight Shape 16 LSTWI), LS7173 Straight Straps 17 LT820, LTB40 Bridging 16 LTS12, LTS16, LTS18, LTS20 LghrtTwistarap 19 MC T Medium Girder Todown 20 Il lil Mi fil MST72 Straight Straps 21 ll MISTA 12 MSTAI 55, ll 8, MST Al MSTA24, LIST ASO, PA ST al MST A49 Straight Strops 22 MSTC28. MSTC40, Iiii MI M6-TC78 Sital Straps 23 MSTC4803, MSTCM83 IDWeent Straps 24 Ll MST136, MSTI[46, MI MST172 :54rall Straps 25 MTS12, MTS18, fill MTS720 MTS24C, WSW, MT530C Medium Twist Strap 25 NCAl 0-12, NCA2x1 2-12, NCA2W-16, NCA200-16, NCA2c12-16 Bridging 27 RCVV81 2, RCWR1 4 Walletading M RPS18, RPS=. RP1528 Repair Plate Strap 29 RSP4 Said to Plate Connector 30 SPi. Sill SP4, SPil SPS Said Plate Tie 31 SPH4 SpHe r SpHa Heavy SW Plate Tie 32 551 S. SS2.5r SS3. SS4.5 Shad Shoo 33 ST9, ST12, STIS, ST22, ST2922, ST2122, ST21 15 ST2215, Sl-0l ST=4, ST6236 straight Straps 34 TI TIR27, TS30, Til TB42, THAS TS64, TB56 TB60 Terrace 13ticipil 35 TVI TW612, TVVB14 VAD RiBeing 36 VGT. VGTR, VGTI, Variable Pitch Girder Tutdown 37 VRI08, VISIW, WB126, W8126C, WB1A3C WWI Bracing Product Description I CBHl 5, CgH2.370 63, CPH2.37x9-75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag SkTA Conn bricris Gal grace Connector Hip Ciorrier Rate a HGU3_63S08, NGU5,25-SUS, HGU5 50-SDS, HGU5.825DS, HCU?,Ol HGUT25- Heavy Hip to Ridge Co rinectims, SDS, HGU9.CCSUS 4 HGUS sereas hangers Hip Ridge Connector Rafter Hanger 5 HHGU5 25-SIDS, HHGUb SOI Hill Ill HH,31_000l HHGU7 2!ii.SDS, Light SinpeatleiSivewable, U Hanger HHGU9.00SDS Truss Real Enhancer 6 HHLjS26-2 HHUS28.2 HHUS210.2, HHUS48 HHUW HHUS410 HHUS5_50l TrussCIp HHUS7,25i1D Adjusts le Truss Hanger 7 HSU I HSUL, HSURC, HSULC see" hangers Adjustallo Truss Hanger Sized for 1-Jorsts, Skovind Trull Hanger Multiple Truss Hangers 8 HTU26, HTLI H7U21 0, HTU26-2, HTIi HTLI2110 2 Witarte Truss Hangers 9 HU. HUC series hangers Truss. Spacer -Restraint Variable Pitch Connections Valley Truss Clip 10 HU001.81/9-SDS- HUCCI 81111-SDS, HUCQ2102_SDS. 4L=210-3-SOS, HUCO310- SOS. HUC0410-SDS, HUCO412-SDS, HUCO5-2519-SOS, HUC0525III-SOS, HUOQ610- SUS, HUI 2-!SUS Simpson Strong -Tie 2020 FBC Approved Products Updated 2r4W2020 Felt drook In" to all GOT approvals Ited below, jUQjl For additional information regarding Fordats Staterside product Approved System and Marri-Lade, Ccurity ticticer of Acrievance 0,40A)iJi U" FL#I1468_R5 ,-&u Proglim mm. Numbef or Name Product Desolation I HHUS210-3, HHLJS210A Joist Hanger 2 HRS6, HRS5. HRS12 Strap Ties 3 HUC-0210 -SDS, HUCQ210-3-SDS, HUCQ3110-SOS JOW Hanger 4 THl TW83, THI THGBH3, THGt3H4 Joist Hong" 5 THG02SI THGQ3-SDl TH3QR2_SDS3, THGOH3-SOl 5, THGQH4-rlD59 Jost Hanger 6 THGW,,,,', THGW3-4, THGW4-3, THGVV4-4 Joist Hanger FL*1114l Inj EMARANW1111LA111101JUL2LUM ProductDoscriBUIll, I DETAL20 Double Embedded Truss Anchor 2 FGTR FGTRHL, FGTRHR Girder Retrofit A ifichor 3 Hid, Weil Hlhl HIl Hunicarile Tie 4 HFTA12, Hi HETA20, HETA24. HETA40 Embedded Tel Anchor 5 HETAL12, 4177AL10, HETtL2C Embedded Truss Anchor 6 HGAMIO, I-IMU Masonry enci correctors 7 HHFTA16 HHETA20 HHETA24, HHII Heavy Embedded Truss Anchror 8 LOT2. LGTZ-SDS25, t.GT4-5DS3 Girder Tedoill 9 LTA2 Lateral loss Anchor 10 META12, META116, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38T M-STCM401 IASTCMW Step Tie for folarionify 12 MTSM148, MTSM20, HTSMI6, HTSIi20 Twist Stop for Well Firs 141064R5 JW Product Model. Number or Nam PradvictDoscriation 1 DTTIZ Dock Tension Tie 2 HD12, HDID Bolted Holdowns 3 HD3B, H05B, HD7B. HD9B added Hul dawns 4 HTT4, MTE. HTTS-314 Tension Tier 6 LTTI9, ILTT208, 1_71­131 Light Tension Ties E69LV&W JUJ Product Model Number ear Narne EM9992112I I SB"ill S13718ill S01x30 Sa Anclicir Bolls 2 SSTS1 6, SSTS20, SSTB24, SSTB29, SSTB34, SSTB36. 55T01 OL. SSTB2041' SST1524L, SSTS Aincludir Bob SSTBnL "I 3M-R4 SKI Pirdiductmed".1iluraworNom* PlInlactDiMliphort I CMST12, Ck4ST14o CMSTC16. CS14, CS16, CSIS. CS20, CS22 Coiled Straps 2 HI HRS8 Hil FHAA. FHAQ FHAl2, FHAIS, FHA24 FHA3D, Ml MSI Straps 97 mil (12 got MSTI48. MET180, fil Sill VMST37, SIMST48 3 HTS16, HTS20, HTS24, HTS29 HTS30, HTSSOC Heavy T mat Straps 4 LSTA30. LSTA30, UST148, I fill W7Al2, MSTA15, MSTA18. MI MSTA24 Straps 43 mil (18 9 a) 5 ILSTAR LSTA12, LSTA15, LSTA18, LSTA21 L LSTA24, ST292L Sill ST21 15. ST2215 Stril 33 mil (20 ga) 6 USUBH3.25 SUBI 25, MSIJSH3,25 SidifingConnectur 7 LTP5 Lateral lie Plate 8 LTS12, LTSle, LTS18, LTA Light TvaisttStraris P MSII MS7A3e, ST6215, ST6224, STS. STIZ ST18; S7212, Mil Mi MSTC52 Straps 54 mil (16 gal 10 MSTMI MST (I STS236 Sthaps 83 mil (14 go) 11 MrS12, MTSIS, MTS18. III WS30, MTS24C, MTS30C fillediurinTwist Straps 12 51181.56, SIB1.81, SfEI2-06. 5182.37,SfUll W62.68, SlEl SW,56, 611 SIEW06, Top Flarge Joist Hangers S64.12, M4.28, S64.75. SI 13 SMA2,1218, SIBA2.12J10, SiaA2 IZ12, StBA212J14, DiErAzA&S, 5VDA4.1800, Top Flange Jost Hangers SlW15lill, SiBIA418l 14 SrHIA Hunrcarifil 15 SNDSS, 811-1088,844DIOS SfHOM, Sill SiHOISR Holdovers 16 SHOI S;BDUI SfHDUi SIHI Holdovers 17 Sind Silli-ill Joist Hangers Product Description Concealed hangers Face-miatint (DU, 0HU) and top -flange (DHUTF) hangers available in widths ranging from 1-906'h: &SMIll and heights ranging from P-Iff* to 23451111 Face -mount hargairs Face -mount hangers available inmdlhs ranging from 1.5t8" b 7. W" and heights ranging from 5-5/116"Iti 12-718". Facia -mount hangers Fate -mount hangers Skewed facer-m*ubt hangers available in widths ranging brow 3- 1id"to 5- 118" and heights ranging from 4-314" to 1 &W" Concealed flange version (HSURC, "SUILC) available for at double 2X and 4X models; only acute filimigo is cornicesiled Face -mount hangers Face -mount hangers available in widthis ranging from 11-911617 112" and heights ranging from 2-718" to 1 9-flirtl Concealed flange version (HUC) available for all models having vvdfth equal to or greater than 2-WI 6' Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3V2tl ape For addial ef(seration joiIandel Fleeces Slate-,ilisirs, Product Approval System al Missini-Dill Cimirty Noul or Acceptance is SiLS'll 5J1_13il &'LBV2.06 StLEV2 37, SiLEW2 56, S'LSV2.68 S&BV3.IZ Top Flange Just Hangers SC13'.13 56, SILSV3 62 SILBV406 S/i S1UBV4 28, SILBV4-76 SILBill 19 Sil Fd0TT2Zr S1KIT14, HTT4. HT75 Holdowns 20 SrIMST60, Slilil Straps 116 Mir (10 go) 21 5P4. SPIS Stud Plate Ties 22 SSP I TSP Stud Plarris Ties 213 STC,DTC TrusisCip 24 Tal)22 Truss grace Diagonal 25 TXV 7 ruts jobs Connector FLM n"r-RO &%W Product blordifill Number or Name I CADQ?l 62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-S[)SHDG, CCTC)M3.82-S(fl CCTQM4 K-SDS13 GCTQW 51 CCCQI 82-SDSG OCCOMB. 62-SOSG, rn 2 F-I CLOM3.62,340, FMOM4.62G.11 ECC-LQMS-50G -K'T. ECCLLOMD3. 62G-KT, ECCLLUMD4.620-I ECCLLQMLr5.WJ.Kr, ECCLRQM73.62G-KT. ECCLRCMD4 62G- KV, ECCI-RCIfill 5OUXT 3 HGUIV15 25 H<3UMS 5D, 4GUV7 CO HGUM7 25, HGUIMSI 00 4 I-GUIlil LGUM26-3. LGUM264, L GUM28-2. LGUM28-3 LIGUM28-4, LGUIIK10-2 LGUM210 3. LGIL11%,1210-4, LCUMI LGUM48 LGJM410 5 MEHA3.12oS 25, M BHA3 12111 26, fill A3 5617 25, NISHA3 511 MSHA3 5W 1,25. MSHA3,58J1 188. M BH All EZM 4, M13H A3 5616, MSHA3 56M 8 MBHl 5W 25, 11,1181HA5.54YR 25. NaHA5,501111 25, MSHAS 50il 1 88,448HA5 5W14, Mi 50116, IABIHI 8 6 WHIJ3,66"11.25. MSHU3,66111,88. MBHU3.5il MSHU3.66116, LUBHU3 5&18, MBHU6 5M, 25. ll U5. 54111 25, 1.18HUS,W11 1 58. MaH U5,60i'14, Iir6M5 5W 6, MSH05 50118 FL#1397&R$ Se cl X Product Model, Number or Name I SaW22300, SDW22338, SDW22438, SDW22468, SOV122500, SDWl SOWl SDVM834 2 SUVXISM SDAICIM 3 SD,W I 03COUS, Wyl 19401 SDWH 1 WOODS, SU4M 1 Oil SDWH 1 Vi Wil 4 SOW42740UG $0,11yH27800C3SDWH2780DG,SCNVH27I0DUG, SDWH271200121 5 SIDWS10212, SDWS16300, SDWS16312, SDWS164W 6 SOM19800, SlNill SD0JS224D0,SOVVS225M SDWS22512r SDWS22wa SOWS22800, SDVil SOl ", SMIS221 100, SDVJ=l 200, SDAl 500 I SIDWS212301i SUriil 2240008 SUWS!7,W0UBSDWS22WQIl 5DNS2280006, SDWS221000DB 8 SDWS3120BU, GOV61=251200b 9 SDVVS-27300SS, SOWS2740055, SLMS27500,SS, SC)VV$_W60l SDWS27tti SWill MOSS, SOl 2QC;SS 10 SDWV13400 11 STN22 FLA1 5363-R3 Product Waget. Number or Name I AS i8. AS 1855, AS 1830 2 AS 2OH5 AS .20 4 ASHP EMILIU2=113AM Masonry Pei Caps Masonry Pipe Caps Heavy Masonry Hangers f4siscory Basin Hangers Masonry Top Flange Beam Hangers Masonry Bel Hangers Product: Description Strong-Lifive SOW L-WP-PLY and TRUSS -PLY Swam Strong-Ofine SDWC TRUSS Screw Stiongi SDVVH TIMBill E7KScrow Strong-DriveSDWH TIMBEII EX H DG Screw Strong-Dirl SDWS FRAMING Screw Strang -Drive SOWS TIMBER Screw (lielenor Grace) Strong -Drive SOWS TIMBER Screw (Exterior G race) Outdoor Accents Structural Wood Screw Stron"Ol SOWS T I MBER SS Screw Strong -Drive SOWV SOLE -TO ­RIM Screw Outdoor Accents Hex -Hall Warner PIRO= QWORM 18 gat Twill Plates 20 go High See mill Truss Plate 210 go Truss Plate ""a Plate Connector FL#1 5130-R4 2MI Product Model, Bum ber or Name Product Description i ET HP Adhesive Anchor far concrete 2 GAC, GI GDFIM-50, GDPM,75, GL)Plil QDPS, GW-50, Cifil GW.100, GTH Gas actuated fasteners and mom Wies 3 POPA. PDPA-K, POPA-I PDPAT PDPAT-K, PINW, PNWP, PINWP.W, POPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MI Ill PS',il PiCLOPA, PMLIDPA, PTRHA13, PTRHA4 4 SET-3G Adhesive Anchorfor concrete Simpson Strong -Tie 2020 FBC Approved Products K fifWAnd re, a ed far. 8 gli- rarDyg fil 4��'! 13" te 1 '_�o g ,enioon 1,4Jin. zidarill models rfg vAoth dituBlic or 1 rc.a tc, tha ri 3-90 C'" If_""aef-iong-, Faze nrl nerfunia avialabl. in ­rts raingil 11m, 1.7(8'tc,'_ and negiril ranging hory, u 1,4 tc 11" �3-5ri-s' Ds. i-f-, 2S S-_ S Fare l hal Fars_rDarr, hand aija[kable In 1J its ea g. g ho'. I_ 9,'jer to 4- 5+T' and ellijbbt rl Qlr�. itl 'A G r.1 5. w-Sll NIC JS. �C_�5C6. W Ul $I)S, I'l V 7.017; SCS Face "loari harl'4sl- NT, se',rps available in vifdinnrangingfirorn, I-q116"Irl 19-11X ^rl bill -,26 mll'62R Faciprrl hail -..j U ratigililgtech - 9AR' it, % bil are heights mriginglurn 3-I11 l 13-Iiiii :_--wrceatec listl priel iSli Sl ar.Ailan*for at do!ib* ,!X. anc 4Xnool orrf acute tango is concealed L' 'r:'­' nal F,,ev,-rroin1 3viiiablin rai,il from. 6' send hail far fingl from It,., 11 .! 0" Ft6PID567"ll S Product Model. Numb pror Nonror ProdditZ Dithilittlan_ LA �­i" I',antzeff� `up riarige niiingeii, 3valla0e n,fvaLq,,, caniing I= 1 ii W 7 'int' and iiegfr6 I from 7-1tV Icf 30' L,-,U- -fhntrir -airl Qprfangettargell aivairet;at in vidtl rangt, from 3 4)4rVt0 t I!V -Ard terchits 9-114" to 24' LrA iede-:ranje: I irp flis ngre nor gem tivail,tl wrindths piric Ing rinorri I -112' to 3- tw'd aid heights, I fforn, L 114'id 24' 1 LKHH serel ge.rc Top fAtlge harlgers ar.,alable wfvnns ral trorn I a14`t:o,r,- larco-s p flange har, gets ;va IaWir trivirittris rang rg 1I 'w' and 1iei4;r& l fill 'lic 3,L 1,1 Up flange naggers avaifil tj vidtitri fjoLjx+� Tiorr -?18* In 7, '!45'j-d of ylnt% lorioog rill I 1 -1 '4' 11 3.gl nrrI a -11, 6 IF ',iddiii hanc-ol Iv.ualinkir lrAi,d1rsilr:ntG N, 7 ­­ heVilry 'all For, & 1!7to 23 'iOV . elrinl f-jr,upl, Qp fillings hangers a.a,taefae litmathr rariging frorn 3-114" tc 7 1!1 and heiiii-its, farigins rrorn I I'lu 3,71 P e, es 1) vorl'. e, b rjp"�,,nge ItAr4wsavadable inyvidtifir larignq Irl ssees , ri,aeil Sarodie ranl;'ihi, available In yidtirs ranging ftorT1 5, 1 Wto 5 rl$' a­j heights,arijin, from 10 117'ro XV [Cl weblial vap flange targets available in wici ril firr:'r 3-114" to 5 7!8" and lire.ghts fail frina, 7-112" Ir& r," 13 CH V Ier!rt:; liar: '"p `atge hangers available in wdlas ial fill 3-1,W' ki 7 � YS" and -ii.g1hil llc,„goq horn '4'tc 33* es n T cp flange rrangers:rva,able in 2� ran irroM n,18 and heights tDirl 1wfi 18' tc A`. rcp flarittl -Hangers ayariable in vinfilis ran,.ng from 3-Vil'ir, a' and rpi0 -t s rz. le;PQ rrd'n 5 &ra " to 13 1 Za' nAc.roar. •7 "tc,v� I P�]' and f.rig'ng to I _. 1-anrill fiari.ge versos ILIJC.'-,'-y available fnir all moot naargwilt.r, inquAi In or greater, dill IVi' f op flill hangers avai4ba n wdtirs liatiging Tiol to I I f8" and hri!ghts ranging #(om5-,V6" trt,e" VWP; Iseries ar gcl,rs Top flange hangers available inwirl ratiginfl, from 1 -�4!16` to 7- 'If2' and heiqlhs l I'll 1-118'k, 32" Trip flange hal _ivailahllp rnfaal rurlrlrig Irarr. 'I -9!1iw'tc 3- ill and neiglhta tailiglingfrorn lil '2 sefe,-, 1-1oll Tap flange hat aynIodltp In width tifl q,'+d"Mnl lr�el sarigill fron-I to 7•Vt` 2A 1"ifTies op farigry xlaragers available in 'Mcril of anIj height, ranging from 9-�vfliy' to 13-118 Simpson Strong Tie 2020 FBC Approved Products fr, , tQ 0- T 4wt_­J-; SLE I X among -'ark 2 !Wv6 ger A ric; Ili r, r for r 7, lc.rere,ry alainil i- c. rhz? n qeie- a no Tinry, XL4 an. 3-it rtaime-, stee! C4 Ii TK-t5";; T,4E-- SS, Ar.abb-o vvtli, hex read in cat Innn ;r-, an- 'ynes 74 aner i 15 4,-Wil thirel- c, rirni c,, unWri irk head in ,w�,or sdrerlarld 1 E stail =5 - lea ti, 7rr ix: oupl­ F 7 r 02'�' , v--l'if- T� K' -,C q -1.4 rzL-, 7i."n 71readl Red fry . unwere ­,l fan"it, I I-, �'J72 4-H rlpn H J r; real �cd -auge'for cvMatie THC,�o�`514_*' 24rir- THE 44! jf"!yk� ,Niedgl Ands-yrilui hl FL1162YJRS Product 012l 7 - ti.-1, T. rt;C, 7'ri Ill 037.83 5kal FrodkotModel NUMIM017NAIN '1-4'471„ l X1;,'10I0`I,XIri'C1f34,1 XQ1zA3'.6,X0!610l&4K XeC,­47"Q24 1i1,-,'14n1224w2K 4 XC1I4e12.,; 2. K Xr;11251224, XQ11281' .24-2X FLS36321C.,F2 Frstdactfilidild Numb_r ro,lijafrm 54:Fall il, o F x H ;411 5 WSCR,11 "7, 5 - 4K )Cr�!­.12i,$ Yijill 5K ,(:,l 4,Sr 2?4 11471 <n­' K XQ.' _-Si 2;i. YlL*41 12? i 7-24- 2K. )(34s,z -'l P _1K Y1C1Yn. XIF XlEl'14-15K Crogirict 2MMUW Ai XH Hpor, Strel A.,l Adlhl fs-::_,rcrrJ- or trasonry Epnxr, Aorroliivelpt lr­'a. r SXid fUF WaS-'P'y ,iror q-Fl& 2 %Nwrlpy A rl for hraml firin 2 Scr�ov Anc I,,,r liur Gc,v;��e Teen r't F 1 Lies, vi,, I' , uty L. b[pin 304 or 316 stemless sti-efvith nei, ninon and 316 stil steel wrath cfcarI yea:; Titen Tu,nc Stnrevy Ar..,hrl f,,r concyal or Product Descriaiton III Pont 412-24 z-1rcl1,j.Dl XL Lai Head tvishil Sev.t rillinry Tacirl Sc ol Vvil rio Drill Poirt and Large Diameter Hex `""dasher Head fIll Stroog-Nvey'-V fjodiumi-pear"Velol !WzAiii Tape ,rigEcewswits 45 (1 Porail Mol Diameter Heir #12 24'St'lol xMittal Self DirUng. 'apibegscrows"l #5 ill Poll #1 Chill Pont Product Description Bypass riar"ng `),fftst'Lt Gnfirrincior Inytios-, F,aryinin riivl-Gfr -orriectifir 9'0-lt and,42 14 Stlong -On- Fr+ND Framing -tic CF S Seq- f"Ntric. Taniting 5cwit StrF,,I F far Ing C,:,r iiii if r S'll Stull Irl a. 1C i'iiiat r'­'.ctl Inywans F; il SlHe4lv byliass fal- ng C'on T1ecto' Eiqrfl Frail Yule, -CI Str_'Crll 91 4,14 9'oul(hl 5ritU-0111ii T4ippirig ilnw 4°10-16 417-14 and ill 24 `rnrainc Ol le DT Tirig Scirlw^ X "Instal,� IF- : ng .Pp March 15, 2022 Cn -Cu O cc:aj- ca 2 CU CD 0 CU 0-0-0 0 -CU CD ICU 0 .0 M LL CU Cn iE ­0 0) cn E L_ CU 0 L_ CU _0 40 W J C%4 C= C%A >< c La LO 4 JL U) E 3r W > = >% E st cil in C: Cn CD Z _ ICU > 0 L_ > ll, O CMl L < 0 U) ICU M OICU L LU < CL) Z z SHEET NO. PA 1.2 C_ Cn CO (D "IAM WA -4DAMCO`L-_Wr:' PGT Industries. Inc. I InAwl-n�-I-141c, > c- C) &.- =0 PRODUCTCOYMOL SEC`nON. PQJ IndusMes, Inc. a) 2 11M SM-126 STOK Rom -VIA NOTICE OFACCEPT-AYCE: EVIDENCE SUB-NUTED, (--)T"I( F OF A( EPLA_NCE EVH�ENC E SI'BAUTTI D CU -0 DFPARTMVff OF REGUIATORYANDECONOWC RESOURCESMER) lkt=M Flanda 33375-2474 R0AJWA.NDC0D1 AD=WTRAT10NVrM1O.N TM63311-2590 F(M)315-2399 NOTICE Of ACCEPTANCE: E17LDE-NCI SUB-MIT"TED CD NOTICE OF ACCEPTA_NCE (_N0Aj 1. Evidence submitted under preiious NOA A. DkkN%T,�GS B. TESTS (continued) D, T-1, �_kS �URAN CE (D 0 PGT Industries, 1w. 1070 Techudogy D&t, 1. Manufacturer's die drawings and section& 5 Test report on 1) Air Infiltration Test. per FBC. TAS '102-94 2 - ZD 0 North Venice, FL 3427S (Stibmiked under.N70.4 No. 11-010' 04) 2) Uniform Static.Air Pressure Test. per FBC. TAS M.2-94 I_ AL-kT1RLA1 ERTIFICATION14� a LL. SCOPE: 2- Drawing No.3NED-5570.0. titled "Vnivl Shdni _g Glass Door NOA (111)'% sheets 1 3) Water Resistance Test. per FBC. TAS 202404. "'c � 1�� e C": C �,pance 15-0528-14 i­,utd i o Vi� on, F %mi�bn Littuted frn then C .0 ca 0 CU ThisNOA is being issued under the applicablerales and regubtions goverunig the use of constrwhonmaterials. The through 21 of 21. prepared by manuf�cturer, dated I OV5515. with revision A dated 4) Large Missile Impact Test per FBC_ TAS 201-94 Whiu� Rizv P1 -1 Exterioi F xn-iviotis forIN"indowsand Dow-,-". dwed (16, 13. i 0 > E 2 documentation subtrutted has beenreviewed and accepted by Idiami-Dade County RER -Pro duct Control Section t* 04,�OSJI 7, signed and sealed by A. L-vmnVdl"- P.E. 5 1 Cyclic Wind P*ssure Loading M FBC. TAS 203-94 -Fu CL be used in Nliaini'Da& Coxinty and o&er areas where allow�d by the Authority liwisig Juxisdiction, (.A.&t). 6j Foxed Emy Tesst. per FBC� T.43 -1021-94 E,71rlce No. 16­020.08 isiAied to Vls�ion Extrnuim Lirjuted fof their -YE C/) #C) = CU CL This NOA shall not be valid after the expiration date stated below- The Mami-Dade County F'rodtict Control Sectim B. TESTS along,a rinyl shding glass door- prepared -ith maiked-W drawings and installation diagram of - jj�Lt�(i ­ )l L-cii 2(j! and lighfo, S-hadpi Cson-White) Rigid Pl'( Exterior Extru5ions foi U) (InINfiamiDade Conroy) andorthe AM (in areasother than.Nfiami Dade Ccoury) reserve the right to have this I - Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS '102-94 by Fenestration Testing Lab. Inc. . Test Report Nlo� FTL 85 49. dated 11 10,61 5-siped and WinAlow �aad: 2,08 16. z_-xptrnq on 12,29�21 1 product or materW testedfict qualityassurancepusposes. If this product or material fads to perform in the accepted 1) Large Missile In4mct Test per FBC'- TAS, 201-0,4 seale<l by Idahm- Ortega. P. E. (Test report revised on 12,44,115 and 0111 �r 16) 15-052 .8-15 ismtd !oA7,sion Extfui�icm Laniredfbf their matmer.themanah et will incurthe expense of such testing and the AHJ may immediately revoke. mo dif�-. or suspend the use of such product or material withia their juris-diction. RER reserves the ritfit to revoke this acceptatice. if it is determined b-Nfiami County Product Control Section that this or material fe its to I 3) Cyck Wind Pressure Loading per FBC. TAS 203-94 along with m2rked-W �rawings, and installation diagram of vinyl sliding glass door. prepared 6� Test report on l) Air Infiltratiou Test. per FBC. TAS 202-491-4 21) Uniform, StaticAir Presswe Test. per FBC. TAS 2021-94 ­Brc4�xn (" omed (Painted w Laminat6d M"hite Rigid PN*(- ExteHor Extrusious, foi- AA iiIIJ01V s all(i dated 08'.1 "15. exptrtag on 09 30, 19, 2 -Dade pmdtxt Testing Report 4 No� 16-4)712.02 ERGI Fenestration Sohitions meet the requit-ameam of the qphcable budding code, by Feriestration Lab� Inc.- Test No. FTL 87717. dated 12-V71-5. signed and 3) Water Resistance Test. per FBC. TAS -V2-94. Accepudice iss�jed to EN LISA -hire') This product is apprm*d as dewribedhetemaud has been designed to complywith the Florida Budd= Code. sealed by Idalmis Ortega. P. E. (Test report revised on 02 4 5 16 and 0224-16) 4) Large Missile Impact Test per FBC. TAS 201-94 fof their JAN 3040 and Lialiter S hades (Non -NA Rigid PV( Extetior including the High VelocityHumcaw Zor& DF-scRumox: series -no"vinyi s&%g Glass Dow (Reiulorckb w.*o 900 & 13.0 coruer-,LALL 2. Test reporTon 1) -Air Infiltration Test. per FBC. TA S 202-94 2) Uniform Static Ak Pressure Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 alongLvahmarked-W up and =allation diagram of vmyl slid=_ glass door. pVared E xmitsious for lVindows and Dooi,s' d-aled i(� l'i 16_,nPirir1g on 02.04.,-, 1. of Acceptauce 1`;o 16-0712 �04 iisimtd ro P, "ERG1. Feuestiation Soh;tloas USA. -Bronze Lighi(-r kPPROVAL DOCVIVEN - Dravring'.N I D-9.5 -T M '70.0 Rev B. utled "Vmyl Sliding Masts Door NOA (LNO". sheets 3) Water Resistance Test, per FBC`. TAS 202-94- by Fenestration Testing Lab- Inc.. Test Report No. FTL 9552- dated 12,404f 15. s*W and IL�1, 11for tlitu and Shadim of C ap Comed Rigid PA-C- Extelior 1 Wough 21 of 2 1, preparedbymandktorer. dated 1045il 5 and last revised on 01%2 1. signed and sealed by 4) Large Missile Impact Test per FBC, TAS 201-94 s�aled, by Idalmis Ortega, P. E_ (Test report revised on 024 5.,-2016) F kn tisions for Windows and Doors" dated 0915 1 is. expiring on 04� 16`20, A. Lym Miller, P.E_ bearing the Mand-Dade County Product Cona-d R-t-tum stamp with the Notice of Acceiance number and expiration. doe by theMami.-Dide County Product Control Section 5) Cychc Wind Passure Loading per FBC. TAS 203"4 6) Forced Entry Test, per FBC, TAS 20-1-94 7- Test report ou 1) Uniform Static Air Prem" Test. per FBC, TAS 2.02-94 2) Large Missile InVact Test per FBC. TAS 20 1-94 15 Not�ct of'Acceptmce No. 1640 1 2�03 i,_,stied to P�IERGI Fenestration Solutions USA, -for thea "NN'bite Rigid PVCF.xterior Extrusions foi- Window; and Doori" dated gong withmarloe-d-up drawings diagram door- 3) Cyclic Wind Pressure Loading FBC_ TAS 203-94 0S 10 17, e,%ptring on 02'.28 � IS 11ISSELIE IMPACT RATLNG: Larp and Small Nbsile Impart Res*ant aiid inst2liation of %iuyl sliding glass prepared per by Feaestration. Testing Lab, Inc�. Test Report No. FTL 8-546. daied 1 1,�06,15- signed and along with marked -tip drawings and mstallation diagram of vinyl sliding glass door. prepaed 7 I L See table I (sheet2) and table 2 (sheet 9) forapplicable SGD unit sags. design pressure&. reinfoccements types, &�aled bryrldalmisOrtega, P-E. (rest report m4sed on OL-04 16 and 024121016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (iamples A -I tluuA-22). daW ASn,0­635� issued bY EX(' -)%A ro\'jsion r_ Extm�iion for eflulosic gUssq,pes, ariser(seetabletiB-1 & 3-2,sheets 7-8) and ancliot layout sheets a-V�anwts in 11 thru 16- 2. Riga W-lite PVC. Tan (Nlon-wbite) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be Test report on I)AkInfiltration Teo. per FB C � TA S 2 0-1-94 2) Uniform Static Air Pressure Test. per FBC_ TAS 202-94 11 19,10- signed and sealed by Jorge A., Causo. P, E� t-Subyt&rd nuder-NOAA-0. 11- 0107 * 04) nnTaLal rdt,rN0.4 No. I., - 610 � 04) 3) Water Resistance Test- FBC. TAS 202-94 14-016.11 labeled per refinwedNOA�stequireniettr-. per S Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 3 Egress operable docts must ccimplywrith min clear width or hti#tt per FBC requirement as applic*le- 4- Large Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 Ae. Sotn,Nt_-h1�i Iraild AAIlife) Interlayei- expirrng on 0`704, 18. 4. Pock" walls. under separate apprwal. tobe%eNteu*dbyBuildw#officvd 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 3) Water Resistance Test. per FBC, TAS -102-94- ,',110tK7e Of isz:ued to Kuraiw Amerva, Inc for thet LAREIX�G: Each unit *all bear a penument label with the manyhoweesname or logo. city, state and wrin and following statenient: "Miam-Dade Counry Product Comol Appcoved'. noted herein 6) Forced Entry Test, per FBC. TAS 202-94 along with madoed-up drawings and install�atioii diagram of vinvi sliding glasS door. prepared 4) Large Nlissile Impact Test per FBC, TAS 20 1-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 I 1.1tiaclear. lem and C olor PVB e%puulg Cal 07,f)8, 19 RIE'NEWALL of dus-NOA " be cowsidered aftet-a renewal application has been filed and tkem has been no by Few-strat ion Testing L ab � Iric Test Report No. F TL 8 547 - aa ted I i �-4 i I _5 . signed and 6) F;rced Entry Test. per FBC. TAS 202-9-4 1 FA I L N LIEN IS, change in the applicable budding code negath*ly affictirig the perictmance 0 fthis product- TEKAW,�_A,no' softhis NOA will occur after the expiratim date or if them has been a revision ot chwp in the V T s�aled b, dalmis Ortega-, P. E. ( 'Test report rev. ised on 02 515; - 16) 4. Test report on 1).AirInfiltratiouTest, per FBC_TAS 202-94 along with marked -up drawings and installation diagram of vinyl slid m-g glass door. prepared by Fenestration Testing Lab. Inc.. Test Report No- FTL 6337 (samples A -I thru A-5). dated I Iereri -,xi,,bFBC--5111Edtiou 0014) and FB(­61-bEdition (J'"�)� ls,�ue�t by nlanufacture-.-� da*,ed 08 14., 1"7 ,�agaed &, se.lied b%:r L,�Iul ?4ijler. P �E materiah. use, and/or - ami of the productor process. ML-use of thisNOA as anendotsement of aff y product, I 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 12-1,06.40. signed and sealed by Jorge A, Causo. P. E. (Stibinifted under N0.4.Vo. II_ niamifactitier, signed fiv sales, ach-erfising or any odwpurposes, shall automaticallyiermimbe thisNOX Failure to couililywith any 3) Water Resistance Test. per FBC. TAS 20-1-A-14 010 09) section ofthis NOA sW be cnw for termittation and remoNal ofN0A. 4) Larp Nk%ile Impwt Test X FBC. TAS 201-94 Letltill ��f 1J) cc,nap�ance. pirt of the TeIV iepor"SL. -ADNIERTISEMEN'T: The NOAnumber preceded b� the words Matni-Do de Cminty. Flonda. and fo [lowed by the 5� Cyr& Wind Pressure Loading per FBC. TAS 203-94 CALC17LATIONS 4 No. 1 --1,4_03 S kiXed 05 1 by Ishaq C'banda P E expimuon date maybe displityedin adwrtising hftmvxe. If anypostionof the NOAis displayed, then it shall be 6) F6rced Entry- Test, M FBC, 1AS 20-1-94 I Anchor verification calculations and structLual analysis, comply t h FBC-2014, done in its entirety. along with mariced-up drawings and installation diagram of vinyl sliding glass door, prepared prepared by P G T, d ated 12 �`00 �; 15 and last rm-ised on 01A 5 � 16- sim ied a ad sealed b y ()Ttff R LNSPECTIONN: A copyof diistatite;.q'O.ksbaUbepro-v-:&dto the userby-the mam6crater otits distributors and by Fenestration Testing Lab. Inc_ Test Report No. FTL 85-18, aated 12,044 5- signed and -AntlionyL lNhller, Pl� (Subntked under-VO-4 No. 15-1210.01). I i� s-,.ied to KiT Indusmes. for TheLr Senei sballbe available fin inspection at thejob site at thee reqaest oftheBuilding Officia. s�aled ky Idalmis Ortega. P."E, (Test report revised on 0!,0416 and 01,119 16)� Glazing complies with ASTME- 1300-09- -01, Vittyl Shding,Gass Dow kReinforc(Aj - L,)11'. e�,iptrii-ig in Y4 14, 1, ThisNOArnisys & renews-NOAJr.0-0429.05 andconsistsofthispape I ande-ildencepages E-1. E-2�E-3. E-4- E-5 & E-6 as well as approval document mentioned ab(nv. Thesvbmitsed documen tatim was reviewed by Ishaq I Chanda. PJE. Fkaq L Clianda. P.E� Product Control Vait $mp*rTiior 11hatt 1, Clixoda, PZ, ProductCoutral Unit Sup*rvisor I ttmq 1. C hiuda, F.E. Product C 4uti ol Uat ',up*rvi-.or NOlk No. 1.1-0.109.03 NOA _No� 21-02ff�Wk N0.41 X*1 .11-0210&0.1 Nc)-� No, '21-ON;,03 ExpiratioaD241 .4.prill4.:014 /o Expiration Date.: kpril 14. ' .0' .6 'F. :0' NLarch. ExpirationDatt, Aprill,4.110126 Approval Dare, Nlarch 14' ExpiratiouDste! ApriI14,202.6 n ALpproral Nto-Utrilt 2f,:011 .4prov*lDaw .1 . 210:1 Apps ot-.1 k Da tv N1 a rc h 02 1 PXg* I E -1 E 4 E -3 PGTISHlustries. hK. CGI Windows and Doors, Inc. PGT ludustries� Iuc. NOTICE OF ACCUTANCE: EN71DENCE SITBI[ITTED ,NOTICE Of ACCEPTANCE: EVIDENCE SUBMITTED NOME Of AC g1PjJ.N�LL -, EA:WENCE SL&AJIM 2. Ev1dence Submitted under pres-toils submittal E. -'%LkTERLAL CERTIFICATIONS (continue) 3. New Evidenoe Submitted 9. Quanex Part Super Spacer Standard Complying- with ASTNI C518 Thermal ConductivIly A. DRAWLNGS 0481 BTU-ein�� hr.-ft--*F, ASTM F 1249'%Tkr7R­Pass. ASTML D-3985 Qxygen�-Pass. ASr.-,,l E A� DRAIATNGS 1. Draw1ugNo. MID-4.5770.0 R#rB. titled "Vinyl Sliding Glass Door NOA (LIND,". sheets 2190 I-G. Durability -No fog -Pass. (Subinifted wider previons N0_4 No. 15-4-10A 05) 1. DrawirqNo..MD-5570.0R#vB. titkd,-Nlinvl Sliding Glass Door NOA (Llvfy*. sheets I I througb2l o(21, prepared byrimamifacturer. dated 10,0515 andlast revised on 04.!22.,20. bry A. Lvnn Nfiller. P1. 6. Quanex Part Durastal complytrig with ASTNI C518 Themial Conductffity 12-21 BTU-= throu gh-11 of 2L prepared byrtmufacturer. dated 10,0i�'15 and lasrrevised on01`01�21. Cn signed and sealed --- signed and sealed by A- Lynn Miller� P.E. hr_­ft!-'F. ASTM F 1249 IAYTR-Pass. AS*Ml D 1434 Argon Permeance-Pai.&, ASTIN4 Nore� This revision consisrs replacement of existum installation screw with flat head. B. TESTS 2189 I.G_ Durability -No Fo2 ASTNI E 5-46 Dew Point Dei�ek4mient -20*F in 48 bn� (Subuthwif under.Y0.4 N& 15-0409. 0-5). CD 1. Test reports on: 1) Air InStratim Test, per FBC. TAS 2102-94 2) Uniform StaricAir Pressure Test, Loading per FBC. TAS 202-94 - 1 Vision Extrusim& Ltd� Pans complying with PX, -A.A.-NIA 3033- 13 . 17oluntan, Spec-ification B. TESTS 1. Now- 3) Water Resistance Test. per FBC. TAS 202-941 for Rigid Pohnoinyl CILloride (IN"C) Exterior Profiles for Vision Extrusions, Ltd. -VEX- I by 4) Large Ntssile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loadingpff FBC, LAS 203-94 A_k%1A fene;vation Exterior Profile Certification Program (Submined underN0.4 `Vo. IS'- 040. 0.5) C CALCULATIONS E along with mailot-d-up drawings and imstallation diagram of an PGT Industries. Inc. 8- Vision F_xtntsions. Ltd. Parts complying with PVC-.NA.Ntk 303-13 1. None -0-0 reptesent ative units listed below and tested to quaW Dowsil 77 91 and Dowsil 983 silicones. ISubmtked truder NOAX& 15-0409 05) =:3 (L) prepared by Fene"iou Testing Laboratory. Inc.. Test Reports.No.. 9- PVC­AANL4L 303-13. V oluntary Specifkation for Rigid Polyvinyl Chloride (PVC) Exterior D. QUAL ff Y A SSUKUNCE W FTI,707. PGT P'%75520 PVC Fbied Window (unit 6 in proposal). dated 09"0114 Profiles for Vision Extri". Ltd-A-EX-1 by A-A.M.A. Fenestration Exterior Profile I Nfiami-Dade Depmunent of Regitlatory and Economic Resources (RER). MZ FTL-20-2 07.1, PGT SGD780 Alurniattm Sliding Glass Door (unit 7 in proposal) FTL-20- I cati&ation Program 2107.2, PGT CA740 Ali= Outswing C asemetit Window (unit 8 in proposal) IFTL-20- 10- Notice of Acceptance No, 18-1217.14 issued to Energi Fenestration Solution. USA. Inc. for I _ALkTERLkL CERTIF ICATIONS CU 21107.3, PGT PW7620A Alumitim FbLed Window (unit 9 in proposal) and IFTL-20-210'7.4- their --Tan 3040 & light shade (non -white) NNIfte Rigid PVC Exterior Extrusions for L Notice of Acceptance No- 19-0305.02 Lssued, to Kurat-ay America, Inc. for > PGT P'W'7620A Aluminum Fixed Window (unit 10 in proposal) dated 0713,120- all signerl Windows and Doors". expirin on 02,04,211, -their "Trosifolt Ulnaclear, Ckear, and Color PVB Glass'laterlavers'*, expiring on 0710&;24 0 andSC21ed by Idalmis Orteg;L P.E_ 11. Notice of Acceptance No. 18-01=02 issued to Enerp Fenestration Solution. USA. Inc, for -'%Al&e Rigid PVC Exterior Extrusions Windows Doors Notice of Acceptance No- 17-0808.02 issued toKurarav America, Inc. for their -Senti-yGlavi- > 16- 0_ their series for and expiring on (Clear and NA1tit*) Glass Interlayers' expiring an 07,�04,23_ C. CALCULATIONS tb 1. Anchor verification cakuhtxw and structutal anatysis- complyttig with YBC 7 0211&23� 3� Notice of Acceptance No, 18-1106.10 issued to Vision Extrusions Linuted for their "Brown 0 0_ < 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows Edition (2020). dated 04/221'20, yr manufhcturer� signed and sealed by . prepared tr their "Bronze & hot shade cap coated X%liite Rigid PVC Exterior Extrusions for and D*oi-s**- oWiring on 09 `30'24� -4-0 AnthonyLymnMdler, P1. 2. Glazing comphes with ELM-04. -09. -121 and -16. Wkdows and Doors7. expiring on 04-16JI-5. 4- Notice of -Acceptance No. 18-1106.11 issued to 'Vision Extrtnious Limited for their series 0 =3 -ASTIM VE 1000 Tan 202 and lighter shades (Nou-NN71ifte) Rigid Cellular PVC Exterior _0 D. QUALITYASSICTILkNCE IF. STATEIIENTS Extrusions for Windows and Doors-- expiring on 1129,21. 0 Mia�ade Dep2runew of Regubtory and Economic Resources (RER). 1. Statement letter of Conformance to IFBC 11b Edition (2020). dated OV221,20. isssuet:1 by manufwturer. signed and sealed ky Anthony Lynn Miller- RE, F. STATEMENTS E. 3LATERLAL CERTIFICATIONS 2. Statement letter of no financial interest anil of independent- issued by manufacturer. dated 1 Statement letter of oWotmance to W T* ]Edidon (2020), dated 0101,21. issued b, 1. Notice of Acarance No. 1"30-5.02 issued to Kmwav America. Inc. for their 04.481'20. sigried and sealed bv.Anthotay Lynn Miller. P_E� Manufacturer signed and sealed by Anthony Lynn Miller. P.E. ­Troiffolt- 11track-ar. Clear. and Color PVB Glass Interlayers�'. expiring on 3. Private Labeling Agreement document between PGT. dated 03,3045 and signed by all 2- Private Labeling Agreement "ed 03!0&21- between PGT Industries. Inc. and CG_-, CU 07V&24_ itrvolved parties. Windows and Door Inc_ sigaetl by Dean ?4 Rua& P.E.. V.P. Eagineering. on behalf oi 2 4 2022 M 2. Notice of Acceptance NO. 17-08N.02 issued to Kuraray America. Inc. for their "Sanj�Ghsl 1%1*e) Glass Inmbyers­. 07.04,`23. both companies, AUG =:3 < (Clear and apm-iog on 3. Notice of Acrept No. 18-1106.10 isstied to Vision Extrtisions I imi d for their *'Brown Coated (Painted or Laminated) NN-hite Rigid PVC Exterior Exttusious G. OTHERS L This NOA revises NO.k# 1`;'-0420.06(PVTwr'CGI) and up6tes. toFBC2020 (71kEdidon). expiring 04i'- I � -2 1 G. OTHERS L This NOA reiises & renew sN'OA_# :0-04 !9.05 (?LA w,CGI). expm's ".14,--26, Y3� uuID a- for N%Indovrs and Doors7. vq** on 091A24- 4. Notice 1&-1106.11 Extrusions Limited forther 21 RER Test proposals #19-1155 dated 01 `10,,'20 approved by IshaqI. Chanda. P 1. expiring 2. The cuarent associated PLA. CGI file #21-0205.01. expiring 04/14.,'_16. Virtual ReviF'.', A-SiTt, �nc- 0 CU ofAcceptanceNo. issued toVision 04ilA21- n� ie;cd Z3 rd v ved W series ­N7E 1000 Tan 202 and lighter shades (Nou-Mlitte) Rigid C#Rular PVC plans Rev�ew I th .2o �ac7th Exterior Extrusions for N%Imdows and Doors-. expiriq on 12.2912 1. Wmq LChandA. PI for cornpilance Witt' nne Klahr PX27 Ishatt L Cliauda�� P1. Edition by Debra Ithaq 1. citanda. PIM Product Control UM& supendsor Product coutral Unit suptrA*or Z Product Control Unit Sup"Tiior No-k No. :1-q!0Z'A3 NO.A. No. .* 1 -0 : 0 f �o 3 Expira6on Datt: _A�pvil 14.:0!6 ExpiratiouDalm. April 14,*0.26 Expiration Date: April 14, Z026 Approval Date: Siarth :f. 1021 Approval Da to% Nfirch 229. X.I Approval Daw NIstirth If, N.'I E -6 E4 SHEET NO. March 15, 2022 PA . "I I L. - - � , - — , , , — ­.'" " rRDMX-TKV1A4� I INI,R_ .1 2 /T_—ILIE 4� Ifii . `,,,� TILLIT TESTING & ENGINEERING W AP, �A � - Z2-, TEST REPORTS: wkT rm-A nLLrr, m, PI.- - ___ - ti - n, ,� ___ __ - I`LI,B.!�! XOM I �_ a rgia mii Re 4ni rt �] no � far i Q 09 I a a d tef ts vue re performed under Protocols TAS 201, 203 as per section 1626 sf the Florida Building Conde. Uniform static loads �C�'_.,IAII,�', ac per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, W_, Reports # 9'5-569 dated OS10911 996, #96-670 dated 0911 811 1)96� PRODUCT EYAL,UAT101J_REPQRT #96-T30 dated 09120osi-)96, aii three signed and sealed by Hector M. Medina, P_E_ Fenestration TCi Laboratory, Inc. reports # 2032 dated C411611998 and . # 2128 dated 10/0511 948 witnessad by Gilbert Diamond. P.E, and Report No REPORT NO.: 204720.01 0210.01-09, dated March 4, 2009. signed and seated by Edmundo Largae.%pada, RE- and Henry Hettern, P E, DATE: JLII� 28, 2020 Tensile test report sllv� 9CM-197 by 0C ro'lWallurgilcal, Inc., dated March !3, 2009, PRODUCT CATEGORY; 5vt[tiffirs signed and sealed by Frank (3rale, P�;E PRODUCT SUB-CATEGORY� s�ro-rri parels 2a-STRUCTURAL EN64N lit ATM_$. On 20 Gage Galvanized Steel Storm Panel for maximum panef leirigthvs� design PRODUCT NAME: 20 GAGE GALVANtZED STEEL STORM PANEL wind bad. as Well as maximum anctior spacing irs dosigr wind load and panel length based on rational and comparative araly*ois, and in accordance with MANUFACTURER: Global Protection ProiduCtis LLC. soaction 161 6 of the Florida Building Code, Calculations prepared by Tifteco, Inc,, 480 &W 5 1 sirew dated 11103108 arid 03112/15, 3igned and scallet: by Walter A. Tillit, Jr., P.E. DaPie, Pori 1 - PURPOSE OF F VALUATION: 3- MWILEMPAM3931ST-ANCE; - — - , This is a Product jvaWarj,,.>n RepCirt issued by Walter X Tillilt, Jr�, RE. (System Large missile impact under section 1826 of the Florida Building Cede, as per TAS 20', Protocol. tO # 1906)10 the Global Protection Products, LLC. Rule Chapter No, 61 G20-3. Method 1 D of the Florida Department of Business and I 4, MND LOADS R Profesisional Regulation. -Le _$II[S1ANf,E_ 23 Gage Gs'Fvanjzed Steel Storm Panel has been verified to sustain wind This prodt-Cl is being issued an Evaluation Report as de,i herein� and has pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, been verified for compliance in accordance with the 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify that the product is for the purpose intended 20-176. Maximum Anchor Sparing stiall be as indicated on shriats$, 9, 10, I 1, at least equivalent to that required by the Code. 14, 16,17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E,D.), dreMnS No. 20-176, This Product Evaluation Report shall be subject to review and revision In case of 11 TALINATION: a BuMing Code change that may affect its limitations and conditions; Installation shall be performed strictly in accordance with details indicated on 2- EVIDMPE 61 TED: JBIMIT shiseft 3 thru To I 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document � � ... � 2.1. PROOMTEVA1,UATION DOCUMENT (P,tD_� (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as Drawing No. 20-176, Wed "20 GAGE GALVANIZED STEEL STORM PANEL". indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, lrc,� signed and sealed by Waiter A, I R ED.), drawing No. 20-1 T& Tillit, Jr., P.E,; dated 0712812020, This drawing is an integral part o,� INS I fttof,.,#�_ 0001MILAit, Evaluation Report, elp"JER , , IItR A. r/i - - 4,i� P'jlki7qs . ., ,� "I _.. .­_-* e !i�� '.... - 0�� ". .1117N I ,�I. VNCFN,V I-. ��%, *. � t, I '01" N . ,/ 't, 4: � Ae *",CENS, :P I � V F % I 4; '. . I � P­-­-:, _,:�tf­ .* �� -.1. t Z ---��` NO, 44167 . - __ - �, t�_A__­­=N�-44167 ', I - - ; . � V_­ =*� -1 � 1. a r I = " �­7��_751 1 _* :*z .tz 1 - -_ -_ _11'' - . I -7:�� "i'4,7 '. ��I * * 1 /Av� * � " _� ­ 1: - - -s' :is � ,2 1A'A ,2 -e '� -z". 't -- �',I�� -F - . A " '0;l10is.-.*:" :-,' 1A 'D ;�� Ir / - / S -i STATE OF .�,, '; � .� ro � ­`�-, Is �4, � � � I � , `,,,-,fSSii6 "'., , lli� 5� os , " N , *" 11 6-155N,W.36th$Utet�Sidte3O3,NC&mi,F]oTida33166-Pbow:(30$)971-153 _��o - 'I 0 ,)� . - . . . . I'l 00"INk 4"10"I'Vitt ,�& E, I . ..... tQ'iIIIII, I I fiEHE8AL_hi,=; e 3T III (A� PIAT 01ILLASF StW. 04 PACWT, CONFECT& A0111. S. ' 5PACCO OR &Uoo� RAIAACS to' %IJ-L :#- I �E &SALEM_2LAMK_fiNJWi SoU% .Vimji! ?oiNi C705"TING PAIL #MPM SWILL Of LOKC ENOLICI4 TO RCAC14 I'�- Ai STIIIEECTLM� KWNO 9.01 PAII&LL I S-O PANEI Stieft ON 1,47 ­1 1� I '"4 L�:,QMRNT CPCD) KkS BEEN VERIPILD TOR CtUPLANCE PIA AiNCHORACt SKAi % A& MEN'BOND IN fe, 1) AND W 9 2) '. ­I�CRKA`i 0" TOE 2020 �?P` I L 1 1 'ITM RPICONO C�OK I �,,) TO V.Vaha ow, ,_*AA, :0-cric _$T&L's- � - Qum Iiii DE-I&M IMMD LOADS SNALL BE all- ­ I �. ,�,_-.ON 1420 CE IK ADCAE MrNTX,SCQ, CQDE, - 1/4*. IAPCON NWHIATS. 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ANIEW-CIRS. f,`X67RiArn,C% Sopri,y AT qiiTT o5 ,NE CoNnAtToi RESpONSEIi A4 CAX-14 A SOLID-SV. ANCHORS ii"� RE 4EMOLOCIED 7/0- "i TNE POLIRED C(NCRE7L NO LMSEriki INTO ��) IWA PoNCI EVE�IIAOCN 000JAI AILL RE WNS"RED Iii Ir M00ofTED SILIX0 SMALL RE 0FRIVIETED 1/4' III­29 sONE" USED 94ALL BE h le'ii' LONC MfN%A.M SWARD VuCW 07ST NO I" AINAMEM FOR MA"lr ANTIA NO To=Q. Ala AM OF PWADCO sGRIVA's siI A� THAEADED SVIIEWS *IQ �ooi ot Do Specory APOACTS SRALL ME PREPARED Fif A P-DRICA, APPST-t3i CNERNUA AM Aft��Vr,- — AA_ m.--t.'i io,it Suf AIR. W44 In ENIANCEP V RECORD (C OR � FOR TAE PROAKY AND 11041, 11- Of RESPONSTriti ri THE Wi USE to AAf TIC n lNoRIant C; KrOpS ALTINI AS A IRCAE'�ATW FROINCED To Tiv A S' IN CASE IhAT PRECW VW_ PREQN&T, WWWTE PAWLS. PAWERS, IrRdT� en *QQQ 90-M K FQd5ot M �� " V 0 EW-1EACEP, SoLiA.L SLOW1 TO TEos6 LATTER Tor 9I SiltGFIC Dkkmw,-, rOA RrN,4P* FUSTRI, Ii OR 40011'r .40APS' -AL, RE "A"I FROAK-1 *0 REK11 -1 WAIN, 5"Im"ORE ETE`Ako SCIC. FWI,S AND.Ofti 3PP" HE AS WUnOkM IN - AND IN A 2' . I (,0� TITtb P EV �L DEAN IME WE AM ORTONN, CEAL AND SIOPI-PrE OF - ��-Er_'Sl� RoCIREFF " W.CCIFIC T�l PREPARED I' VIC 1-1 .-Cri I __ - �5AQLr_%.1k_A5D,1_1­K - ­-' 0 o�� A901,C)FIS AS MANUFACIURIED i 0 1 0 [R-ILZCX� INC " "'O"TIR "A"'O'C"Is" LA""'i PPLIL &' .00'i1to 7W A PEAIIWL� Ei LC`C­� AT 5T RU , ,i4' 9 - CALX-FN ANKPORS- AS MARLIOACIURM of OFIKALI WE f" f ',.1500 ps,�) 1Y4 PANIE1 �4717R IN ACCORDANCE offni SEC,TTON T oD9 I � LV PLOPEDA NQsVNF LME ,NfE .I _� _ _ � �� ,I�. A, Sulo-50 Moiowi AS DMIROUTM roy *1 PI:Aw scaric MOLT a Sfflfc�hi Co. 1P.WL-RE Pw-ED FOR C"ER, r."OE'N' LA8EDW, 1: r�,� .TA S"T_ 170991 ,", T'_��-,*%A OVLO� 1�_ �" i I. - e= EII�) - i �, � EA17-Tt It"d, * AND PANELW-E PLIJ5 AJoiCs-M5. AS LWIVIIACTURW V LLCO CO?mlfoii_� I "Ps reoffir W41 �A7 P ONEY DE I,Sf' I O I Ow- PORIN". IN I �off-_�_ ­1 !'­2071 p.,.) "APPIPME - VA' I, - 'o=GW ANC4005, AS MAhUFACRIWO M Tw-VAST CORPORKTIDN e-, hi _!jw�Ftr� A, ­,v !if, . .,,, , iot" , , , 0; � - K�I,v - N rl'� MRARO� kP,KONAN' IP PIPCON ANCVOPS FLICID, PAWERICTE, .NO Or rAP-IMP ANP1101i EMOO TEAF 'Oiq"� ­��C �. _� - Aii, - ___ - iLICRIDA 8IJILDINC COEE (Nigh V*12!��tiL I-,, 7,,,,. ' . ­1 . � ­V, � ' 91,00", Owl' - - A � o/,,, 49 -, I — PIAMOL INC I .., "' . t I � 21], GAU GALVANIZED �IEEL S70FU PANE- NO. SM CAK-0161 * P44,­5177 ANCHORS SsYI HE VIRKL�`*D oJC PIPE? T�F COSCRUTE CLOCK 10fir 000 XTs,C% S,IAL RE AvISIATT,tr y. -Eo stRoor, LrA- -­ or � t,'2 � WeAm -* - LOW rx-Vl_ 4 167 '. = ­1 4;� , ____ __ _____ - . = 1. _­1_­___._1 - r - - "' ", �' , _ "il"',­ , C <�� . , I MTECTION MOuCTS, Ux_ rKoT, AM T* MINOMW FOR WALL5 W114 40 STOCCO � "'OUL �_ - -_ it'*--. STAT % --_-_-_f air -, - ---,-- - ,F 11LIECO, . aAuT, ViTiNe ­Aaiskov�4_0 I ­. Z 0" ,Q , 1, L -5- , "— ­ r " .-"­�,� ,­ � -,- to V) �, . - . , - - IN- - . . . - — 1, � JAIArMP-7 1 2I). :,C R - �X I - 7- - _1 - INt - 1_1�1111 __ 11 ell' - _t � . _ , " - . � ,­ �, - t, ,,,, ss", - - - . - - ­Tirt o ----- ---- I �,_�­ iIiiF:__iJi1__ 1%,�Z112211i ­__._..____._­_. _____ , �, . , � �, PE � � - - A PA, ___ __ - �. - !��_1'1^ - �­ - - � - ____=__1___..4_­TA1 LE � � _- - I ­­T ;r joi .. 1lLQVUCUNAJ[,UA11lQffW2qXL _-4Q_1k4Z;= 3 6, M—ATERIAL CHARA_QTfMTICS AND SPECIF[CAI . Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Produc' Evaluation Document (P.E.D.), drawing No.20-1715. Anchor specifications shall be as indicalleRl on sheets 1, 7 and 21 of 26� of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7. UMITATIONSiAND C0NQ1TL0NSDf U - SE, 7. 1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 ol 26, as well as General Notes # I thru 4 and I I thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D,), drawing No. 20-176 prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jrr, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRIC ,ANE ZONES as defined on section 1620.2 of the Flonda Butdirg Code- 7.3. Product shall only be installed into poured concrete, concrete block, and wood "me stinuctUM& Product Evaluation Report prepared by Walter A. Ti4lit, Jr.. P.E. (Flanda License No, 44167), President of Tilteco, Inc. (Florlda CA-COD67i9). "'J'"611001"', Ni0 A -::�/,-"" . - �� . ` . , .� � . . . . � � , , . - , s � � ,,\C � � , : , __ - a -, m 44167 . *, - _:�­V- --ji"Ir-1 , . i - =*: � ��* . * 2- .-o" - , , � 3 ­14t,' _Ar"I� S, OF ., 1Q7 1� , 11 � �,_ I- � , � , — � . Ilk; gF � I `k.­I5­_..,16RN1 I" ` ­-, ­­ I , , NA� i VIE # off PRO, I vMrJLL D:iT!,TFCOACMONRECOR0S%P,E. FIEPORT.20 � 6 LORAL PROTECTION PRODUCTS, LLC % 20 GAGE GALVANVID ��L F�TORM PANEL% CAM, 4MI 76� REPo0RT#2O­O?2&O1 I - -r— _=Z-AX //T1 LFEC-C> INC- - / - ., \ TILLrr TESTING 9 EMOINEERING COMPANY IMALTERA 'PLIJT, M, PE. PRODUCT 'A VAIU __ - __ .­-­­Q1N­"r,QR'1' REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME� 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER� Global,Proitecllorr Products. LLC 48LIO S.W. 51 Street Davie, Florida W314 ,,�1,11, 00�q'­` - ,, .. kA_ , I � - , 1 I, � ,, � I- I 1. PURPOSE OF-E-VALVATION.: This is a Product Evaluation ReDort issued by Waiter A. Tillit, Jr., P.E. (Systein 10 V 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions "Vf D F; Kf-S U & K -rr-Tl&' Zt.PR LV-AW,N DOCLlN1EN%P,E.D.): Drawing No. 20-175, titled `24 GAGE GALVANIZED STEEL STORM PANEL'', sheerts I thru 18 of IS prepared by Tilteco. Ine.; signed and sealed by Walter A. Tillit, Jr�, P,E.� dated 07127/2020� This drawing is an iri �#qn'oqpls Evaluation Report, ,� �t . 14�1'1"" _0 ,'_, .. .... I.. ", " , , .. I. V \f, E li - - . .II�4i:�-`\, V, - - - - 1, - z , -:iI - _: � . . 1 . I 11 .�_ 'L- - --- -M- f- - 441 1 6 7 *�: '. __4A1-�?_,, * : * ­­ L­---I� ­ ­ . . I . 'a -P .. - ..071 . ST� I Aif� dF . 4,; i; 0��", '�I!ORIIP'. --',l� * ", e I . � , 1- , . 6355 MW.. 36th Sui Suiw 305. hiburti, Florida 33166 - Phone: (305) 871 W� . -1 531 � . COMPONENIS FOR REGULAR &-LIFE SAFETY STORM PANELS ----.-.-- __ __­ ____1 � I iskAIE /2� 7 "� � 15 1-- ,1101oh-OTPHI - - ­ I-.- (­. PorIPF - I? l0i:' I Q 11"iroTTIS W*1"I - I I - �- ,�.� - - elm' - E :- , ,sr- - ­�A" - - I-35P - . W,["' 11 lW' I , r , . � I . - , Zc= - L 50, " � a "", Mft 1�_ -K - I I I= V- - T"Ida- ,----- - -/--i- ,1L _­o, -------- ,-. . r , I � I I , iOs- I �_ - . � Q.-to SM4. �__11_4��to I "I 0 A­6W I? " I "I �A.,�,- Z-1, , /.nr DIN _�\ . i 4,11, � aAA�NIKEFQ STEP� _'� I- / 1 2:4, " Pr , M.LD � n)" � I _ r - /I -_ � 'SA. ,,- - - 2,650- I I -, 7aiT . AIK K _ — � L ��/ � 1-60 ONCE I r - 4 JW - W , , , -, 1� AIT-5S3 -1 \ _­ - 7 ixx. ;/ - � ,iii,_ . 11 , - T -1 - - � I I I E"AFED : ! � LCoOF ,." I �l/ I-RADIF Sol INAM­ N� I - DFTAIL &_ T I � 1,lm � - � Efo( - I OFTAIL A, Y � I]EIT. 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SARNS In W , f ql A, 6 2�"' .34" 11W IPP � 37., -_ 096 � - 37, ­ Oft- - "a. - I, - � :_ --1 . :;7" ;.390, -or PANEL IN.- .. - . - ,ge � . , -'to' , "' 25" v I � -2--, �,_ ­�- I � I , � I,- � I , �,._ � i' � � ­ 1 15" L!�X "' a 3190 - - I I 4 . � ,Il- " _� . I - 1 I " I �,, � I I f_� .. �,,, .�, I 6, 1. , , , 11 , I - "� 0 f I , FIT � I , f _11 rS �,--I Tvop, ,-Q , I 7 ,C 1"; - , !�� I Kl" �Al o' I � I �, I OV, i 1". 8 3, * R.D62 I , - , .091' . 111. , Di5* ,D�. - I I . � i 750' I os`N`A� : ­­ — -- - "I" - _`E5, 1 ? n, )I 0 1 N ­R In" � am � I ' i JI I L I � - - I (!_S) 1, - - %25'. -, I - 2 `40- - ,1154- - -�T_) TRW 1 f t - KEY HOLE WASHER - - lf�: -__ __ - � I - -- - ' :C_111&� _IEF� , �IliA) 3Z8L 1). FLAT PLATED i I L - - - I 0 OAE- foi,, � _- - Or. �__OAQV,v F"EF � I M - /' _1_ .. lr�",, .: I . ­�,,, L I - �1,44,, ILL 1, , I ­" \ WITH STUD I I I il � � i I _�. - L - zi: I I 1 3'.1-1 !:!:- - - O', .-,5,. - 1 I F �. I , - ( I ' ( I , _? I "I _ � � - - / - -_ - L '� Z � I E I I- __ �, i 150- � � ] 414i"__­ I " ,� I I , zkmis "o __ � - -, , Ar"Ek ,,,r, �j� - 1�,T,43 ­Q 41�,! _ _ � _, _;Z �, 11 ,_."_A� I -V ln,�. Cost 0, -Q,EL (* � � L, , i . - III = . - S * , * , i S � , -,r.. STATE of ., * -,4 - I 1- P , IN 6 � 0'-- "roOo .-',f,* '. - Si - To- - Ot o�oh "' `� I L.O a0itoltrl. r, (High volonty HUrrie -_ i� I ODE coo zuart* �,Ar,- C-o042H I)AMA, ff, I � ... �L = ,.,.,!! �_. I - " L --- �L -_ - - � CW' - pp"14 KEY HOLE A1_ PANU ,. , . - - , - �! __ - - - , �__ - "`1,,"S1-'i&I, "' - . Ige '144I.-I.P. �', �� . 1.1, , IILIECOINC� I SAL PROTtCT104 PRODUCTS, LLC.1 ", t"Tof� 1 � � 08 rX7-"XlX 17191.11PTLI� ,ISE P,PQ Ai .I- , .1� - � " 11 -L,A----,Z- o� � �, ­ , � - ��14 � _." 4 I TILL' ,,_ I �­, , "I,, 1 20-176 -i .. - `.t'_ - _'7'�­ " 'E I— ' - ­ - 1 AWMINUM ANGLE -Io,X1TII4L *AiAIVA - �ZCITLNX� I I / F � is" - "I 1 'ooA=1 . - -­ -�- _�_ -4 I - 11ff'..3JV �94 �51-1 07, , sr"Fil 0. Iiorr-ft " M SIT& o - -----. __ ___ _ _., - _____ 01 WAJ�'MA.Ci __ -.- . Mfix" som A IALIT ., Pr- a= Xr . -'AT �_ �T .V'" --� � -!" � �_ - - _!!� !,� __: ____tj - - --F2" -, --E _____-_+­�,N,r , , , ff I � J - . MQV1L!C]ft;VA1A_Ar10NR '(VHt_NQ_;P4717L0.1 � ZZ TEST-REPORns Large missile Impact load t�slsvioere perfoirmed under 8ST0 12.99 glandard as per section 1609,1.2 of ltt� Florida Building Code. Uniformt. static �oads as per Section 1709-8.3, per AST�fl E,330 Tc si , aportEi prpoq red by Anie� ir-an Testing Lab of South Florida, Rep,-! #0814.W-011 datpd0' 3MV02 witnesso byWmiam R. Mehner, P.E.. Bor[z ILI ioz, P.F., and Henry Hatterri, P.E. and Report No- 0219,01-09, dated Feb ary 25, 2009 signed and sealed ty Earrundo Largaespada. P.E. and F nry Hattem, P E. Large missile impact and ryclic load Ings per Protocols T � 201 & 203 as per iiiection 1609.1.2 of the Florida Building Code. Test Repo I rapared by American Testing Lab of South Florida. Report No, 1123.01-10, di� J November 23,2010, signad and.�­_aled by JuIo E. Gonzalez, P.E. Tensile test report No. 9U 1 �'45 by CC Met0flUMtCat. IDO-, dated Match 13, 2009, signed and sealed by Fra I Grate, P.E, as per ASTM E-8 and Tensile Test as per OCIMelallurgical Rep I ' No. 1 01K�,ii dated Dfacorribi�-r 'I, 2010 signed and sealed by Je" Janof .-� P.E, as W ASTNI E-S. 2,11-STRIKTURAL Eli � F,RjNG,r,ALClJ.LATK)M,, . On 24 Gage Galvanized S � Storm Pariiel for maximurn lo�mei iengiii vs d'.4sign wind load, aswe,11 as mix i.iri anchorspacing vs.desigriwind load and panel , length based on ratlon& � cor,q�aralive analysi�i, and in accordance with section 1604 of the Flori. I 3,Uit'dirg Codin. Calculallops. preparAd byTilte'.10, Inc., dated 12118110 and 0 �','713 (for thils rovision't signedand sealed by Walter A� 11111t, Jr.. RE 3. WSWEAFAC"ESISTANCE: Large missile Impact under seutiori. I 60-9. 1 .11 of the Florillm Building Codle, as per g . SSTD 12-99 Standard and TAS 201. k WJND_LQAD$_RM8TA_KCE� 24 Gage Galvanized Steel Storm P,In6l has been verif ed to sustain wind I , pressures. Maximum Pariel iength shall bio, asindicated oil shee*s 3,9, 101 11, 12 and 17ofl8ofProdw Evaliation Dcirumonl(P.E.D �, drawingNio. 20-175. Maximum Anchor Spacing shail bIe as indicated on sheets, 5, 9. 10, 11, I �4 thru 16 and 18 of 18, of Product Evaluatk�r! Document iP.E,D,), drawing No. 20-175. 24 Gage Galvanized Steel, �torrn Panel has Dean Verified for Code corripliancIa to work as a non -porous Mom A.-fulter assembly. as per SSTD 12-90 Standard, "00001`41110", 0� A -, , ,� . , , ii . � � , �� it 0 % I ". Is '-, -, 11� � , .. � - .. I/ , - � !w . , - , _': � ,�,r � - ,1 Oe 'T " - � - c__ _� � Z - � ' �' ,;-- . - ' I --- - I - ',= . �,,I. �rI067 , � . I � - , It . I . - ", _. , __� , ,:41- �, * '*1 - - _r __ .- - - _:_ . :_: ­W. ,J`IhTE OF ..' _4 t -$'-'- ,O_ . 4Z_7 - �, q�... - � o I �J �, ,, -.,i� �,,,- "*'�A`-4'r _ .. 0, , " I 'is, I ... I 0,,.,;,,If,rfl4 �­ "O' 1.iw!�111,.N% tffi11ffiC1Byi,LL1_�LtJ0I_RXrQ,% �:uo, I's _Jq+=G 3 "NSTALiATION: Installation shall be performed strlVdy in accordance with details indicated on sheets 3 thru 8, 1,�, tl,.jrtJ "8 Of 1 kir of Product Evaluation Document (P.E.D,), drawing No. 20-175 Nlinimunn spoparation to glass shall be" indicated on sheets 3, 6, 13. 14, 15, 15 and 18of 18. of Ptoduct Evaluaticin Document (P,E.D,), drawing No. 20-175. 6. MATERIAL CHAR,ACT.ERI$TIC.$ AND-APEO CA WK.- 719NS: Shall be,strictly in Ei-xorrlame with Generai Notes and Compdinenls� indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet I of IP, of Producl Evaluation Document (P.ED.), drawing No. 20-175. 7-AsINITATIONS AND 00NDJTION$.OF V ; ­ ft. 7. 1. Shall be strictly in compiiaoce with General Notes No. 1 � b thri,i 14, Indicated onsheel I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. airW signed arid sealed by Waller A. 1114t. J� P.E 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020,2 of the Florida Buddirig C4,)de 7.3. Product shall only be instaliec into poured concrete, coq,crete block, and wood frame structures. Product Evaluation Report prepared by Waller A, Tillit, Jr., PIE. (Florida License W. 44167), President of Titteco. Inc (Floriffiff CA-OOC6719). I " I I 11I`­­,_1,` I ,;�'. - " � "4.,_'f-*I,\CENI54 '*" ;% r I.. I - "t-0- I " � . Z 1,1, - - o - � ." � ,T7 - ___ __* : 6VATU - ,�a �, � ­._...._.._ I - - 11, 11L i ADLEON RECORDS I 0 E�Kfi�L�,. - � -,IIL752�Pn ,)i�,��; IoALVANIZED 8­1 EEL CnOft PANEL, MWO #70-17 - . ,�F, , , 1, . , ,'I, * r) - ,,�,-.� ow, .,;Cg � , �i �:e,, I , Q�& 1 " 1� "'! � I � 1�1` .", � , � .... .. � , - , , r­­I5 � , i I . "" � - I ,. �:I � ,.1__,: � - 1� , I -1 �' . 1 -_ ,, � - ­ I I ­1 - , �� , , I � , ,,N - - __ I- - - __ ___ - ___ - _-j-__ _____ __ - -_ --- - --- -_ - ___� I _� I : �: _� i 11 , I . I ____ I - - __ ____ D�ti - I" __ - __ i r ! - - I --I ­7 - (A_)+,`_��, - ­- - - I _� - 11�?)� I - - ­_1 A ; 'A . low ' - ::, � (&I: BDLIID FANILLS *jl I/ 4- 7Q. I' - - � .!, � I.::, . I � , I �_A.� - &ILL,"It'l- 'I', .S. MS. ROO W/ ,/a* , I132 11�: I".,-, ! ) W."DW115 4 I". O'Ll"? (SU SECT*W, AS APPIK�Aaifl - . � I i I . ! I I I I . I I I D.liI � - I — I � . I . I . I - ,r __ Cil 11 ro� 0 1�;,i` 0 �*_ [ 04+(D6.( I- � -4 �, � - F - �-­- - - -, � ___ - � __... - ----- ­­_ I- � I - - - -­ - 1 :/4, �,`�4, 3/4� 4/4, 5/!�i 7/5i i �11. -1 rr �, ! is _p 1�&/T�,,, zvi,I/Tc� 3W/10. 4WITO, , /� ." ' ' L-111". � �'V? " I:r! i"V,," � & 7W/1 I ��, � - ,q I I�N'C6 ' 'F� S,'_l �CL[ir�,I [ OP s - - �FFS a A t 7 Ill `�I�D ­ �r_Ois �14 511i I0 It 'I 11 - � � RE9�!,IAR STORM PANELS r I ) A. 1ALLIVADON Nl�s � �7' c I Aoo� i`1__`tAP ` �_`Off 11--tc's I . - ------ �_ ��. . . __ -1. 1. .1:11- __ 1­11. ­� 1, , '' r � � 1, " -, " - , - I , ". � ,_ I - -, , I -�,i - 7L � �_,�� - �. I * - IAI (I - I- - T;4 --.'If ,�,*', 'i�.!`�., � Qi� 1,of-,1 � . . * �_, N -, "..�� Is . . * ' , , , ' �_ ' , r - . I � 'I' � � I , 1, : , = : t4o 44i67 `: , -Ai *: * � ,:* . .- -.-- IS __ S.o- , rATE!',� -- _..1__,!r _ , -J�- , IIA_ _ � " . - , _, - �J , , DR1,0Ii � . -,. � . , , � �, _ ,/ , -,; � " " - . ,I - I, �" M" 4W I,- 1; I I 116 y EQ ", I, i I: I I I �:: r, I I - � AUG 2 4 2022 � VR/\ . , villITUAL AEViEw ASSIS ,-,t, inc. Virtual Revie,,,v As<i, 1��� - . - 1-1 d Plans Review coiii�.. leir.rd and -, _� f,�_ �, for compliance with the 202C - -1 Edition by Debra Anne Klahr PX ,_)_�.i � , MM "IUA - 1 20 SAC;t rALVANZED STEEL VORM PANEL � " I � W_ W __1 ­ .. - ­­­ � I 1.1­1 - ------ _ - _ ' - ' IfI"""' . �GLOBAL PROTECTION PRODUCTS, U-C.- CAR, ., IILIECa,mc 'J"'"' - - 11 V`A,E` -------- I Io�� A 9-INU-1) CIPPP 1�1 -AAC, 1, 11- . - I - ���_I­ o-,­­ 20-176 - ­_!I� __ ______14�1­._ __ - � - - - � - i - iwv� __ ____ _,�,, PINX. 1,4 - I - - 1, _:�`� I , P""' I ­� -1 - "' A% - i- .1- - - � i. � - __ . . t�.!A - �� '. _4__ W W C_ U) -0 - CU > 0 a) c- -ii-a _1._J 0 =3 a) L_ (L) (3) L­ 0- CD- = 0 _0 0 L_ = .- CY) Cd -4iiiiiiii" C-) -0 (1) -,.-, 0- U) 135 (1) -0 0 0 0 -0 .= .- _0 = 0 = L_ CDL = -2 (1) 3: (10 = 0 := LL I,- — CO - Ln Cn -0 a) In E L_ a) _0� 0 L_ 0- C_ �-- co -0 'R . - _4C_0 C/) ni. < a 4 Z Z W MJ I --­ - __ - ___ ' ­ - --- � - ----- F - ___ - ___ - - __ - - - ___ __ - - - - ___ - - _.. _ � __ - - � - . � - - __ __ I __ - ­ - � - - - ­ L - - --- - - - - ­ - - - __ __ - - __ I - - __ - - - ' L - - --- --- -_ - - -_ - - --- -_ -_ - - _ , - -_ -M-CLOSVO DET I - INSTALLAMON--UTAILS FOR REGULAR F I ,_A�5,.FQR INSTALLATK)N IN POU ! 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I B������ MI�����w SURE. 1/a' . f' , c��uN���� WALL A ELM IM INSTALLATION - ALTERNATIVE Aw ALTERNATIVE S�,' NI4TAl1►TNkl5 -WALL WOUNTOG (SECTION AT TOP IS L44M TO +55.5-67,o MAx. SC4£ T/4" - ,• JMrALLAM -ALURN&M 2 ASb. DESIGN PRESSURE RATING) >rN1VY mep w,tr� t b- z • •c ,iEIAeR .p••im�ka„OYerp I F,(,QOR MOUNTING_ LLAT� NOTE &. $ ai(HnunNlaerl INSST Ia�N - SECTION 46 T. INSTALLATIONS ARE ONLY VALID FOR 8UtLDMG5 Iff" A5.0. DM4N LOADS '', UP TO +55.5, -72.0 PAJ AND PANEL'S LENGTH UP TO 8'-8" .', ,�}CENr?'-. FLORIDA BUILDING CODE NI h ValacIfy Hurr#cone Zone 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN P14E N0. 2, w,/ SPECIFIC DENSITY Or 0.55 OR EODAL ,.• r No,- O3PlD T""O' w` 20 GAGE GALVANIZED STEEL STORY PANEL cY3rK w: ST- 7 P ORAL ROTECTNNt PRODUCTS LLC. - i]�Nc.+awS.N d( 50 OM YDUN PINGS CAN BE 2A% .✓ F '' '•��^ • TNen,aaw cowANT N - ]N -rr 4,enr„ ep p,4wx. LREITTOP aAe. 2 syyl. (sa.Nse-7w ! 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LN'E SAFETY PANELS MAY OR WY NOT BE INSTALLED ADJACENT TO REIULAR PANELS ((A, pAN[1s 4®/ SEE NNI I} B TEN pAAetS >KN, OR W w 0 EUAM TRALYf$. (/ / D FAY p� 2 LEE SAFETY SiOR PANEL CONSISTS Or 0039• GALVµIEED STEEL STORY PANEL AS SECTION 8-8 PER COMPONENT (T�. SHEET 2 or DiWMNC. THIS PµEI AMOK ITSELF TO RE REMOVED OR WALLED I" THE %$Of Of STRUCTURE. aai(nw1rWN,f# J. L6E SAFETY RErn 1 iOP TRACK TO IN CDLO04E 4T 0 A SIDI TRACK TO R A, IIt(TT'"I BE COUPON i AS PER Sr "TRACK THIS ORAw1rG_ a1� ... •..,.✓q y CoMPONCM ®® Y BE INSTALLED WALL OR FLOOR MOIPITEU rOILOMN� SECTIONS ' . $'` v - N E S 2 ON T1K5 SHEST. AS eCLL AS DETMs T R 2 ON SHEET :s. FLORIDA BUILDING CODE (1G h Va/ecily NurTicone Zon 4. Min. LENGTH FOR COMPONEM&6 IS — Ma. ANCHOR SPACING FOR CIasPOalEvi VANCT•C+TAGE AT 80T-DY IS DARN ON _ : B Ip SCHEDULES t 2. SNEV. 14. 20 GAGE GALVANIZED STEEL STORY PANEL y� e„ COMPONENT ® WY BE PERVAIa;NT OR REYONABLE �.C'- QT - w•4 fa7 P 0 PROTECTION T �L,'�+j�'' }gyp � GLOBAL R TECTIdfI PRODUCTS, LLC. s SCE DETAILS FOR ,NSTALIATgh INTO 0060 STEAMS BLI&,OR�S ON AYES' ,5. '. 9 ••. 01E�-.•1 „L. E! M O NNE , ' �D e SEE SNF[l a FOR OCTAL APPLICABLE TO Tiff rJ[EESSln FDA THE a 5"ALIATiON OF f7,t�; •.. `" '•' "�� �[a'lao� C y airyN Ls �Smu'€a 1''r SS ON N1- a. P•. 1..,, 4aoA n D^w marl: (ad.ww ra4_ FAA (a•Iow-ass, 20-176 A F r #Nm ra>•Qi m_rAap rr r,r-.RM I 7 .11 Ou aMa SPACERS Al' TRACKS INSTALLED hL1NCE:NT AND BEYOND O 5' CCO BANDS ..,sN /Yr ar# KWI sYN,AIa A.- of a-owan9 sI✓</'ZIr1eAAlU,e/'OAW ufTCP A ielR a. Pt. ."_ p? •"� •. ,._.• ». taw" a ] MAXIMUM_ A.S.D._ ESIGN PRESSURE RATING (p.s.f.) AND CORRRE5EQ DING MAXIM PANEL LENGTH "L' SCHEDULE ­0 DIN, r-x( KYmrigri e(MSTNT nrKl, Aa - sEOTap¢ I — I. ai se,EYTS a A R1 »WYSAAr Aa❑. MAXIMUM_ A.S.D._ ESIGN PRESSURE RATING (p.s.f.) 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HAM w,NIa Anum. L& 1w THBFelI FAcmn ]1lT' I -To - rW `�GEN,�c'•.'F i No.44167 `. �z9 kr F P- 1� c aA s_O•. O , FLORIDA BUILDING CODE (High Velocity Hurrico„e Zola <x24 nna' 20 GAGE GALVANIZED STEEL STORY PANEL I. IL E C O �a Y, GLOBAL PROTECTION PRODUCTS, LLC. a ... Hm S. ] SMUT [ ,L•sTNN . LrwrNE'. LowANY FL RErs as 176 IArN r m . IAeim to. iRy+XY >4:ik W. I;P an �_� > - . G e01d> a ... aNAANa-0 N, a+ATrp , m Pt iMAXIMUM A.S.D, 12FSIIGN PRESSURE RATI Q .(p,sJj AND _C_0�$-P-Q DJivG_ �!tAXIMIMM- ANCHOR SPACItr.G—SC�H OULF-FOR REGULAR STORM PANELS �' ¢iI T LLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK 5TRUCTURES y, ".- OR -"&Ls (' 1, (A, fw.A1ArAh5 k PIT scams I THvIv ,0. ON SeEF,S 4, 5 A D) 1,4xMAr AI,Q+DkE SP11L96' qR ED- 1/7• - -s _ J NJ: p+w!_LurE r AYAL YJ-� OAN£.AMT[ R L _ So ±IDr'['' -. ft •t YMWN I•M1[: K 2 d Nf a £ _ € -, I _• _� . 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S. 1D (T(x=) - _-_- a E rou) 43--. 59 P•• A h,'f rJA N/A N/A N/A N/A u 5 6 6 /a- MESS � 'A' 6 1/'i- I f, 1/i• 6 ;4- 10 (c''OT'pY) `%I .'TESTS 10. 11 AN. - ar• ANDIIIS -vP- t SV.Ic- p ---1] #T0LS ,NTD YIDW FAAW SUIU) 1D WMAA, ANCHOR %PA MANI I WCAIED ON Xs• . :'rD NYARN .OIA p5.'v,Cv ax OLG'E: % -r1S SLY?TMF r04 "0 -ESS : t *u t- N:C•A7A 'JL!„eiKi 4•' ✓. R'_Yrw„ SIl,C.NC S-K)- a,: SID4Du£ B+ TIK FOLLOrRNG rAC`OML 5 (WERA>0„ IC K AOS:tIL. rI aICFC 4ACNC 04.tAnj) JL G "AC'OR gYSL#. NO} K Los In M "PKAL K.( >L:: A FK.N .W:•10! 1ME AT .WE±k)k•5 .EC!hC /•'• '. �'A I 1/: r I/a'e AMMO. TIM `l,M T IM;RM J Tb- AF , 4 � AML CR� i.eeik E A C T 0.1 ' —T-- � � r ..... I ,ac NO. ': x 44187IF e74 g n EED we s r COInc L E IN ( IO P a ., t 9N,n, C$.INa A LNo1NExMn• CAMP o •.•"• W.t ,.CAA """AS n .f I• r,l iHN,r�•%N.1'Sgrb-1'JPoC/wT. _ __ W0aD54 uc a.,sT INSTALLATION DETAILS FOR INTT --UW lam. WOOL1 REGULAR PANELS' tr & STRUCTURES • I .EA.FT — NA1•:v.Tr, � � i+�FADFll ¢'�4[�pkT,QN in MCSUCM M#pGCN -'T ''',�.r ^#'s 'p, -',/ ,._+'u.-G: •.• .: L'xi:•TRW; aYEbJ "Li(EgA RE,T,T+;;gRC.iJ r � , ' j EMPr[ Sna . I a ,#'• aooa [9EADER -.HN.l.1EN a I SL] SpE]iA] i si - ^�u• 1wNi, w•r Q3 a0x OP _ __."r ' AAK NUT 'erica .. I O 11 t/7' a C C•+,1 i:0 I 'EID ('IOW PLXJ REOURLED '. LAB scKws o I j k PEMAMTYJr. DIRECT MOUNTII tIS 1::, _, Jo MIN" OF WA7i rL4RlDA BUILDING CODE (1681, Velocity Hw H;:on. Zonc a0 GAGE GALVAN2ED STEEL STORM PANEL sua ro o>l�a/7a•o GLOBAL PROTECTION PRODUCTS,C LL 1Y-�— <aW p+r. (w".aeF s+s. rNx as,aY al4) 2 ..._S76 I •-Io nAmnwr pW5 ® b 1/A' oC W/ - 7/16- E!!! THOMADED F3&110ICM is ' EAITINC '-MOD ":AVER ,18EE" >/r-'w N.c ,4,T o 2' a •p• oc. e[ ICED x Ft 1 . • wee .ar sFrNAatATN - to LKA3_ , ue< PANEL LOCIII j +R/4 ylmt' SS {SFF NOTE T, 5 / I/!•e . 3i 32' re10 ArA • I 7` Iq[! 5086 of t- r I '�'• t r'A` LAG SCREWS 1/2' RATED RA1 Oh At 3r •� PATE �E�lE b `i -M 'AL EAl MOOe 11 t TI�LLAMB DIMCI SIAWAU0 HOLES' P, i. •NST/d -s vn5 FOR Al / v SN - .43 i A... " I ,ac,pE.+n�rj'O TrfVrlr$✓ BOei1RFG5 WIT'+ ASP N S14 i [' L ii.A 4B0 a AND PANEL'S LENGTH UP - �'' .\''*•trC.l�_`". /T(J rr 2_ FOR let* WOOD FFA4 y irt7rN , a uEN0EH5 10 0_ PINE NO W/ SPEC :lhS' L! ....�.. -P CILh. �"• NOTE FE,'�' OdtBRiATI(DN ., 1 No. TT M YOUtNTII - .. TOP I EKD 0 COYBINAO ,N ANY WAY icy' STD T, A� _llLe EI CO1Nt. W57ALUTK7a+ %., pFL (TAD i C4 '`�:..� _ iun rtsTala a FxmkLEAINe ew A AANM INrrn• ETJa.IS>Db0vw1 �, aLFF7,p Tot a a FLORIDA BUILDING CODE �H gh Y.oOty 4otr(car,e Zone ;GAGE GALVANIZED STEEL STORM PANEL ter, .w/wao GLOBAL PROTECTION PRODUCTS, NIG L y, 51pLC LLC.` xT p•IoNe. L45<NM ».,. "A'"'F tK,s1N-�r> 20-176 -,IMCI »7 IM b NST 4LLATIG J _�1ETAI R OPT N 1 FQR LIFE SAFETY STORM PANE,,. SYS. TEM - INTO EXISTING WOOD STRUCTURES i I 1 � I 1 a ALT_Er ,4 _ B.N_ATS_vL__1 AIieI�.R�IATfYL � .'. Ci• air. v�a"r` �" " Nr, • - V N C SIcaRA - r"' _ s {-,-. T. INN 00 � I 1, is La,I A T RO&TIV£ . Al TERiNA'iIVL 4 AL6LILKt6 w f""RF X. °EM'TRAiRii OA'�. A -7D pNLYLwrE roNND ®� �. ALTERNATIVE WOOD FRAME CONDITIONS �E._9NCHQA LOCATION� ^lwE .[ _ Sex• OD / SNAP Jw. . 1- P1A0[D a€ K> AT ON to CYSTt+. - i, P,.N'E Y ,KID -0 TiTKttS ticT S#A.TA ITN+ 0.Mrn ji a ,(Ran+ wF F•+f I WALL MOU INSTALLATION ,,�Pg:TtttlTrh ALTERNATIYF 1W QS ''' fNSF '•� ' wk& aiI - ,. � `i• : ` JL FLORIDA BUILDING CODE M; h V*?"i Hurricane 1y0_ 7 - ( 9 ty H zone) p4CY' 2T[Ca If • ' * ST ELF ,�L1$•, . 20 GAGE GALYANIZCO STEEL STORM PANEL aAa c a, N r' T�04: AAl OWN `N,ID ION !keoN -1. AS.D DCS'GN LCPDS UP 10 � -CT .s3s. -72'.c w,T AND pA•u's I.owTN avroo'-e'�� Tt E�""- GLOBAL PROTECTION PRODUCTS, LLC.I'°'t a :oa IEw Ama :wNE co.As•ucn(x.. .EWAz 1:.. NE SduT,ERN FS' iti �. '/`2!- E C O INc. ireF Sw. 11 sicn ,. ta. csl a $•... L ' ,4UJT iisnl�o o ENo""Ei>i; co-.E'ANr OpN, PTa N :. rl DI>rav,c a Eaki#L. 1, ,A PK Na I F II N#'r :nen.a rwwba F. v INKeu.' 'A A , KEN' -§ 'f -. •- " L T a L a.rdY-:•5. l4 1NAG W a I a "Na, krNl tun r.... Per• r'tl 3 w: ,u, '#" a� C- � Cu o N L O CQ ) U) . CIO Q Cn O O Q W O LL .� -0 N E � Q� O �-\ 0` /� t/[V� � Q }1 W O O I..L L) � LLI Q Z Z Q •YJ LL SHEET NO. SH 1.1 D.M.- :--- - - - , - - - - - - , - -._ANCHORS (SEE SECILOATIS aN SIAEM 17, ILL 19 & 2C) - --- - -- - 13- MAIL. lb, JA/17. AM/17, mi r*31i III 10i 3- MAX. ­T'-IiRk -­ 7 seme/Te. IAN/ts * OAW/20 � ONNI'm Nmi a mmi I' law. 0 0 0 -0-t--0----­­* 0 1 1 ----- ­ . - - - -- - � 1-7---f ---------`----- . --­----- 777-777=- I � I i I i I� I I I -j I ( 1 l -, ; � , , : � � I � � , . I. .9 I I ! I - :i j 'I I , I 1 i I � . � I : I N . I � t i Two � I i WBAAJA ITRAV WALL ...',��. � I ; � I � i�- 0 -- - - - I - - - I - - �­ -1 11��.I@ T11 I , , --T - -1 - �� I . . . . , I - ; ,q � I I E �Ii � ; Veli iiii li 7 1 i -RRA, "7"" A 3 --i--ce, � - -­­ 1- .. I � i 14P i - - - I -- - � �--. � WINS win Wei ,�w I I - I 1 � i heliem, I i ." - ----�- ° I '1 � � . . T I 1 -.6-1 I I ,4c,-I ­ , I J : � I - . '. I I ------ -Niggtea -SiBi ------ �­---J­1­ -1 - -- ----I--- - � - . �Pc , - L9!T----­-- � - ­­.­-ijK- = == .�-�--"-----­ ­- --e� I Milli - (_-� I --...----- - 4d, - - WIT', 4,07. -IMEAKA". ANC. MIT g NOT & mov WW. "A"i S' NEME 14h. . &I + ./m -Bi Meole, r MW I" MIN 'MAIIII TIE aiffli Dan= uw/kc WILL a savi I' NIA, -- -- ----- . A*,'i (SEX SECINONS ON SHEETS 17, 18, IS & O01 ­- --e- OPTiOH ill FOR E MEM STORM PANEL:= SCACE ,%j I EST-- I - Ile - w - V- 1 1 cv) Be 0 a4MIN Belli .I Awwi /T�� serm J)Eeg = 11 O110 �­ I - ------- 1�1 � - , -- / Me,11"­ I \ I . �� � � � -1 - ----- -, -11­­�­.. �,­-,r. 1-11-1--.- ­�'4'i=­­.. ­­-­ -�� � ­-­�- �7-­"�,--­ I 11, � txmtm L SECTION A -A sck-� 31le-, gy-mr-11gawfl-m -1 g Iii *�VJNWCIIR Imil w-willw'XIII Kf= 4-11kel a I #I I a -1 11,14 mg:q; Inflow-= 11 U"IMIUM III MOO -PANEL LENGTHABU VON M SEPARATION PANEL DESIGN PRESSURE L (ft.) PA71NG (P.8-Q (SEE SECTIONS) TO "SS CONDITION -- #55,0, -720 8"-8' 2 3/4- l UNSCITI.TED I ILI VI PANEL LENGTH (SEE SCHi - MMUAMH DETAILS FOR QP11GN f2 FOR -UrE--WETY...=RMPANEL SYSTEM INIQ MOM WOOD STRUCTURES , " - - ­-, � - . [ -: '' - .... 1; �-- I I ; 1 , 4 - I lJ - . � I K � . , - I I , ­r I . :" - " ,,,� - I! zzal" . - I 1- TcTserA[01:0 I I . LI V.&BIR I 0-ge" -➢"I , A I I 11 I - I I -- ----T- - -'Of, ST 4r D.D.I - , I. Owam I IIi - . � It r O'cB � � , - " I I If , � , A a "i cc' � I m " R4 W�4"., 'Aft -L� , �, . I 1� . , ii I nwco I ./I 1/2'" VNITTLEM L F, � �/ .0- i cir .... m= � I ji "O.C.E.". A, ww PE#C'Mrllk A' *000 -i A � !!: 1 . � I .L4v" HEADER - I - � �,z I . TI I WE It it,,w 41 1/4. 1 - , � — ", VA. A /I. I - � . ,,/A' A , I L , I I WIM; . I : 1 � I a It. I l i .—[ AMA, '. l -11 : �j , � � 2, I � � i i 2' I � . ll r i . I I � mi � I A, 5 �, . 4" � I We � I � � I I - ii= I I %Ei - --1L -i � I L-L.... - t �� I t - t -- , I I Ili— - -, Curt.i �I I I I -- I , I 11 I 1 � L Lr; �D L `TO� I I t I i . (, � � a � i�D E ! l , I I : � . tc, I I I : I 4 . E � L.G. 1 - WNTRANTIA : . I i 'E, ma, -L V .-Ass m ! i FITTELT"i 5 1 BASS C, , � . CLIO t w sciving - � I '.., EARA T- i I I I 1! I PANEL �� � E Be PW 16) : 1, ". . i O$wt LIKTH I w9ei 10 I I -L- � � I ; i (SEX 'Im I SCLOW) I I gk,C - ! w wi I BELOW) if CASTWETT l - smewmix . � I WIT � roii � - FEAVATON , PANE, TIE - z I I T'v , - -- viI - i , , � I - � - CS" CLASS ­r­ . &I" - , L � ow , , :see hEm "i (sa socew , I 11 ft ow No I t/.I-2oi I I I I I - � 1 PIT varr NO 114'e-20AT, ; , � - - I I ; I-$ . S III - &S ms W/ � - : � . -li I , -4 , f . 1112' i. "A", I � � %, � � : Vif,-,AV3/32� : � I I .WB t I j "u, � WWI � T i !j4'* 'Won "l I - . i : I : 0 I - -I - , i I � 1 1 , I ; I 11 Coo Iol, TIr � 11 � I i � I I � " TRAWAGED I ! - -- -- - : I .. y- -- -- . pEeVnBFEGH AT , i MM"IOTH OF "ft �1 ;` ,II , kiI t "- , , .. . L aJ I - - - ItT"AlI- - - , 16 Eo , - I - --- -" ­ -A 1 � . I . I— i t I ,I I ­­, I , ! 4MME87--4 IV - I -$Mae_-- - Be --r . -1 I IEF Oc -1 . 1* L J, 77 I . L T . ­j I, - L �, I '! - ­­­­-'- I -1 - I- -��­ it , � � �, -­---��­ � - --- - '+ - ` � 7 V-,-2ai ms� Wf - I .5 A/ I , cow MCI /47. -21041.'� SL . i�l Over � ��Z�� [O + 71si W" t � 711w`*AJ11sT' "10 Am i J. t --- I's.. . jp�?' RIVAL -­­--:---J � � i I. 7�,V# . 513r WNG NVI i WASHER 0 12 1/2* 1) c I . , . '"Se" LECIONED) WASHEA AT 12 1,LF OrC- � : Taff WO-00 Blow) f 1 ,/4-0 TARCM 0 a- O., , � d ` : I i I � r OLC�..- . � - - 11 Ire TALLOW 8 or 0 C I T - l­I - ­1 , �",Xlr- "Ov"wV11ML I i 11,0401DEP ") I i ,4, .,Lp I w/ IsTruc) I i I i � I L�E /2- MIN, TwmAw E i � I OF ft"i - �- � � I =*Oel L­ "InT He"A"i L- - - - � - ­- -, �- I ' � - - AT .ot"r. -' "EVIATTITH L OF pow or PLATE J .1A -&,�-. - 2wm Pi I L -- PLATE A I WUUI" FLAIT 19�v I - jTa;.VDD � WAU 111WIN -"CaAu"N '46M - I J11i WUNTM NUAUATM OLL MW MSMUAIM ma .0 ArMa UK w Aleumikuff-mw ALWHAM fin SCALE 3le-1, OJA�PANEL 0 RED" PANEL i tiE FPTY PAELT SCAT. ji/Te'-ii SCALE 41ji H SCALE 3l1i 1�, T �­.­­ • mi .'-- , I.-.',! plNk I 7 WFOO,LAYOWS ON ONLY V" FOR BUILDINGS WIN A,S.D BEMGN L040S . FLORIDA BUILDING CODE �Jfiqh Veroli M." ,,;coZone) : � LIP TO .hi -72-0 IWIF AND PAWl'S LDIM UP To A' -a' , .:uEI I&IMEE, - � TIP . NO.4 i It * C 20 GAGE CA STEEL STORM PANEL 1 a : 3 MR NEW *QOV FMWZ CONSITALICITION, WOOD MEMBERS TO BE SOUTHIANT ; I * 41 WARN B, " - I C­ - . I 1. � I AM NO 2. W/ SHECTINC OCWi OF 0.66 OR EOVAL S IT - - J, � ­- - - -- I I i atta/s"- - - I INTO GLOBAL MTECT" P00i LW-1 11LIEC 0. �--.N , . �.. - 2 NEOF Lie 11 Seem I- ��. — A, VWW4i L� 'w", A I . I I .1 Z W�m- pei WiHRwI f':"M.Hea-� � T­ 4- - Be- i - W-v�/� O-Wei , � 1 ==71N - I I— - satlil�­i �-�E. IT = - - i ------ - . . -- COONENTSA0 UM10Q A 10Q0L-E---Z..flAN-Q.,M0M PANELS (SCALF 1/2-I"1 - 2391' - - -- ---%5tw(t(nALWI") I --- - -- - -- I lzw (EFFIECT111"i WAIT") - - r - -6 t/4' ---- -- - � I I - I Im. - l / -li - - 1315I I ' � F -, 31-11i - - I , I ? i 4 2law, t "i /.--- \ = = , -Z I .�C- /11 `Zm-�' j w . 2.060. . I ,,,,, rilp, I ; � D - I ; 7 , VOGE I � I A , WAN. I I F Ai IL-s" Ilk -1 4ktm 50 bwa0w I, / a-li CALY 4i il - . �-r _ ­ ­ - - - - , - _ _ -I3J0- -1 i -------- - - -- -6 2m, I (1) 5MRM PANEL -11 - PANELS END UP 1-/ "I �,- mil Tecuum SME �` < -,-, I <- - - - -"IlIgr r�� --' I 1/-�� �- ' ,-,�, *i /I �� " - 1I1 ISOMETRIC VIEW D"AAL I& ROUNDED CORNER 0 04M OF PANEL'S END Lip W/ W-MMM EDGE 0i -1 r 125' 1 14 i ii I 8 i �i 1, I 11 11 z I -A* I :I I 1 —3, wi � i (1) I*(ftij AWM, ANGLE I � �—­­­ ­ 7 ` ---1� I -l , L -i -1 (�) sloes II' LONG 6063-TS, RINI ALLOY 075' =SW typ- 3� I . I I ,.O l v /�, � I I I m . X � , � -- 2'.7*- - (�) REVERSED -h- MA(Z - 'i - ' - 2w, ; 250 1 643" 1 - FT .", 'k Q` � 150' i I : I ; � I -1--t- , (IZ 05 EAtE 14ER Ri w1i muen. AL1.0y ��� 125- - - i It ,f 100I I i 4 1; I 1, --.--- --.-- I I - S' mi - T 2'xr(Max.) ALIJIM. &WLE ------------.-- - I- 'AJAATIQN 1XIAU FQR OPTION #2 OR OF SAFE STORM .PANEL SYSTEM JNT-Q-EWMK--FQuREP-..iQID.NCRETE OR CONCRETEBLOCKSIRMUM tl� 4- TAKON ANCNQR5 ve, TAIG: eeclIcTcs f,'4' TAPCON AEICHDAI Ii TAK IETTAIII 9 w" ac. " 9' cc , Ei GO 6 ar ai FIGURED CONCRETE F*ou<v c_�Tolut I OR CONCRETE 1 9 �� ,�CAICHCTE PONTED OCALFACIE rE 7 Coo" proL.2Eo I OR CONCRETE ON, CONTONEW L I OR co*cwlr , - D , T-C -ti I Ell REQUISEL), -, ­ 1 CK W,3�lw -LOC. TIC&OWITED J NO Ez i :t I E-:� Aa � I Il'. I - ........ Bi I I' - -- ' I I - U". ED. � E ED- I t F 1.* ! I i � I I 1 1 1 i I - i - - . I � I. - I � - � - I- I i I i � ", L ci,;'N, - - A. . .. � � 11 L, - (ANT I � I CIA, III- 1k : L � ! . i -memuni - - � = -�m - m - f — - , M-4. ,� e:�- .."n �, i �-77 .r i IT �zv I I I I I � A � ! , I 1 . t I , � . LITi I i i x , I i I � � I � � I � I � X Oevi I , I .� , i � � t � wAss I I I �. i =� j I cum I � � 1 - . � 6 I � I a �,,TI . i - . 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CO cler7c III, OR cowei 01,00k OR CIDNORFE BOCA OR co"CRI mi I aroumm ITIFLOTIFIRIO) RIZVERED III WAU WOUNTIN ilm"ImN WALL maulWALL IN ALLAIION WALL MOUNTINg IN N SECTION 3A SUCH &, 32 SEQMN 4A IBM !1-40A I --- U&IOB-Alw" 9 REGULAR PANEL 0 UEE SAEUX PANEL g0ULAR UNEL 0 LIFE IKEIX PANEL si 3T t" scALI 316'.1, scAr ..W.1, SCALE 3A'.1' '/'- 1 I savlrrrlo.mr � "nk AcHm INVIE I LAHAN , "Bev"'INUMBIT, LeAcx; Ti ws'..~ wncoo --- ; TI IT v%w WTLDNG I �­!�147% ' 'P, --Iit-!!?�t-.��--IT. - - - " ,��ii I - A . , ., ii. eyleiN k," "A"B" ""N'S "" "N"' -*-- - , I . , Ecia ffieunu ARE INDICATED � HIS io!W`N!-IA ) , " � EN I - \\t F iii sclav" eum to i THAN "i -HAT --- - -A , OT FLORIDA OU CODE i votol low, cat"k zone) ICHE"AL w� Hem"DIF ver',16 AT ­ � wee, te,� I � - . [LOING var.vfwar seecee: sem. ON soni AMA 1i WK WDWM . i � 11 - ",`,.� - � . No. 'k .*= 20 WA CALVANTM STEEL I I I w -A 106DOW: 'AcTu0s; FOR re's �T�P"ANEL --- . --LATIN' Le OPUW� M K 'C5SWtL 'EUX"D , T"'. - i i * -, ,* , B- ­------- - - , "'i PBAWF` ""C ... "A' "B" HOT I ""r - a OF--i :�� ­L 1 avii I s --� -.I w � It \ GLOBAL PROTECTIOIR PRODUCTS, LEG. % - OF I,m THAN WANWAT sh'i NOCATFID - I ---- I ,L - 1. I . F , __ I A). VKH -w-Tm Tlec ON IT'Is Oceiu�iz I I - 11 I o"' `WW - I 6 ! ­7 _, -z--1 L— I I L I E C O.Z. , 5 5-m -- RTI � ­= �I� ; -w . mvrm TE r.o*u*m . - H­ ;�-;­---- I � , I � " L' -i I ,,,,,, ',`S��i I .4 ,:NT. -- I --tv - ,i, - T.".., I.. 20-176 - , A- I, Ve. mm-�� i - ­1, � I I � lJoi- ­V I �, --I- A. A,•"NON-TeNTIEWIT mA,,IWexrIeAi - ciilw,, - I NN obene; AT, IEL­ - ,I - : ,.- =1TWw VT LIT ft i L----,- -­­ I mz�-1 '.."i ........ 1 - . - - INSTALLATIQ19 DETAIL5 42 FOR LIFE SAFETY ST RM PANEL SYSTEM -M QPTION , INTO- FAMUNIQ­ WOOD —STRUCTURES ­ - I-----.- d I . WDOET iAOi � i WOOSED -�� L I I IQ, MIARTICA, --� ,I,, -�6ft NA 1i LiTTS-4 o ,-w 16T IL­F55­- ; ,/.-. TrApicau a 6- 0 c W&'E;4 12- MIN THAEAMD PE n0k AT WOOD HILAID-F I /2' 1 ,/,. ��--� BE., - � - I - - . I "Et" Is - , - . 1: I - -, .- I FTOTH : i (SEE W-01 I 20lwj I I I � I I I I I i ! I � i , I -1—�Lr------ i , ---- -- l ; L &.,-r--" i I 1�- ! T+ IV : ­ --- - i I � , lls's , 21.�r vw, em 2'.4, WOOL, l6AWE I , I RECIT"i , � I Me"E"IFN 0 6 11.1' IT G I I flA -10 FAMELMAII pio , 'i , . . a E, 1/4. 0 C: ,/ I '* WX� IIACADECD INDBETRA TA I A, MOWIW,, of PlAtt WALL UbMki INUALLOON AMBNLAii AIM PM MW EL 5ci 3/6-.1- 141.".Tli Aft cee­1 VALID FOR EGA i WJT� A IS D OLS' ON LOMS 1 li , +!i 5. -72 -1 �F AIETT PAN I -tNETIN up It) A'4' 2 FOR NEW WOOD FRANTL 01TWEITTALOTPON WOM mEmBLIS TO BE SOLl FAHE Na.2. VE/ SKCITC 6ENS" OF a 5; M Vi - _ _ I It ­1 %/A,*,INAcOff a 6, Ox I . R/ /2, Aw IHAEADETT ; 4 � I I I . . , PENORAT04 AT WOW NEARER ! I r 1 Tf2- "/4, k I I � & . . V., Fi WOW HEADER : 2' * . 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(D ClYLOCATION I SLICTiON A- -SECTION B-B Ar LI A"N". RI TI . " wm 30i 3/3T* - " V) ALQftLVAi=V L - I MANG STORM PANEL SYSTEM CONSIS11ING OF PANEL * MICIE11- ��[ BLACKS AT 100 & PAN MATE PLUS OR IV LONG 2 AT BOTTOM "" PANCL14ATES (')L D,--RETQeT Of _SCRi V - 7 HANG $TONHA Pl STS-UM CONSISTING OF PANE, . INCII-1 TRACKS 'Op a 007,01M. (2). ENO PANELS SHALL ALWAn K CONATECIEED -n NO SILL WALL 91 MEANS OF USEDTRACK "' (2) ALWAYS COENNECTIEC TO GOITTOW TRII Ot,fROSE A STOP INi PAINELMATIt', Di W FEE WILY *III IS' "We . M)17?n Ent ➢PANELS S=smi I P90VOED AT TOP Of SUCH FTATATTES SMALL. a ' ' A S a VIVA llU, r ,,, sz�/,�!% T'�'==/ I.T� ONG Tm "� SHORED ,J,(CXCEPI AS low) 'N W Ol�=4� �n 4 74 i. EW,,QB TNVl c"NEC-TIN SHI �DNSISI OF DESCRIBED ON ei (J", - � I Ki OR 'a,Wi At' a-4,4$55car* i2� WHO U li ril� � ITT FOR 'AM INTIEN FT* PANE" NEW VOTO TAIPEI RCnCe TSOALT to, --X- 01I VASTINWRIF AT DIFFER OF TIAC, 1 USE �*l T AT PANI ARE W CONNECm 11 "." Ii STITIF BATE "TEROR � r ED, �.,-�-.­%, VIA, FtAFCi OF ENO PANC rw . EMW2 . THAVjIDELE AT top Of skPCH fATIELS Nem e. 111 IN CAi HIAT END PeNELS ARE BOT CONNi TO 80TTOW TWA I I (i�t A STOP BAR iO� FOR INISTALLATIONS W"i E40 PANELS AND SOME MiRiEli PANELS ARE Onei IS 0i USED AT TIOP LEAST TWO PABEEc SKILL SO �ONNECTCC TO SIDIFTON IT,AC,,. - SFING SEA Wi By OF PAILLONFIES. ONE THIC" PANEL I'% AT MOUNTED TO EV SPECS ��r, I i TWTI ON ei, (31 ABOOL IN 5m. CAi uce"i or PVI* $ MAY BE USED w W/ 'wi,, �-Mi TO BOTTOM TRACK Ai OLT LOR IO AKf TAi lTILAV , StITIONT AITTACIONG BOTTOM TRACe TO "I 101" W/ TWO PANE T", FrOLLOWL40 -A T RA I L-wt I %OM ON FLEVAPON AND W/ V Cg I (5) LICS cLONCTI t' 3' & A ON .­EET 24. ME ANCHOR SUHL'i ON „.E`El 25. w- ILDISS WAKE FOR veli ICA!k iii ii ,"SFID J(e Ly W/ I , Ni TO RE ILINTLECTED T ) V ,X ,IIIII.I.I ........ ZCI OLH , - ,c SIAALI 'i, Ai S,-,f "IF I ITAT AO"rtili ALI Q-!, `NE LEFT AT Rr-4T ORD. PANT i; - 0� !� 1,��!,, 171i OW-Fi RtIlAmei 9- f t 'N , �e- , . " `11- J,•ENSA ..� ��,�'� - V11f FLORIDA BUILDING CODE (High Vef"Ill Nwricare, Zone) z , . 4 , . , J,b, 4 167 *. z 110ft It �It, We 1 20 GAGE GALVARM STEEL STORM PANEL I IS I . , "*z -- - = AT­:;� . r I , -f- - ­ - \ VAL PROTECTION MDUCTS, LLC, ""�","W` S ­O% SINT 0 —., Q7 Z� - A L Or -. '. I, 1 - ;g7,,IAe,, / I I "Ll 1E C 0 Ibi I I � I F, sw�M 4 IIDIi".,--'-I 6-0i&-mWift" I R Lp- r, I ,--":1i . ��, alf�`27r.* I Acce, t-A­"i �=.N­A,F, 20-1,76 � * "I In "_"I L � � L�, _ , j — a,':Iii•0.0 WE -0 A, - IA-14 IN, NMIr1� L ,� "! A I I . rp- IT,," 11, 1;0vi I ee"'We"B"Be - /Own, OcTIA 'IF 0,1 - A.HAJ! i�o!�r .9 ei i - I I � .- Ii lIla 0", a I I --------- 1145JALINTA�!JDN­ � ­V,EjAIjAi P TI FE SAFETY TORM PAN -- . - --,F.QR--Q- -Q�N-_#Z-EQF L—j- --[L-5y5uM - j1M-J,'LXjYLR4 POURED CONCRETE OR CONCRETE BLO a A.,- , I - - l F�11-1 Zl�l �­ I ,': I,` - -ClIfif-I! a,-- . I, ­­�­-ETI - ­- ---- ill , , [_ "I 1, --- `­ if--, � R t tL ,I, I i � ,l � LO A � il 1! - 1i ­ 11 : V !- . , . i " - 1, r' � ­- ­-�­Ad I l- L­ I i i : r - . , �.T­A­ 1, I -i I -� - e � I ,431 - � i -, I T, i, i I "�� -� ITO � I -�i , ,�--`� � �- i I . sN If � v � , g � . , - : I � � I-- - ­-, ­ -----r--,---j t ! : - �- 1: , i EST %wwmt u i . � , � XIFROLt, fa, I I - I ; - 1, ' , 1 , - 1 I -. T­��, � _ s/ I -I P'NI' IliFL 'I I , - , - � Im, 'R ­ � ��AW,, WtUIOTIN�"r-011, �i7l`11L�LD-QN W&.L-. vr.Qm,ff"-1h115-T6.1X1j1x 0 $EI.rlii5�.. �.A­ UCTIQ6,32 " r I r DIOLNK. � �­ 1 j.II,,,,B ,--:r­f �.,e' I, , 144,4" ", I - �.r­ , � . I F f4" - I- , ­,l ' " " r'l- ... w�i --- � ----- - I I 1-l�­­1,1(111 -----­­ - , --- -- -- ­- -­--­---- WAM& kum-WMA­-M,K-u��­S-1� J, E_Z HANG STORMPANEL 5­­ E� -�C', Lr-EE-14­ �- � � � -,� el 1 �, , ,11,1i, � -�­ '1'11L"­[ ,, ACCOADAMILE W`TK THE 2021E � r,,, �,, � 1�, �� I I -I l ,t,�tlt �l,T� �41 DESIGN WIND LOADS SMALL [l, ­­r, 12r ­­,, --j�:l FOR A WM SPEED AS RIEDI il' , - �jt,�!­C,' Cr, ,041-� -TIT ­�­� "IL &I '��­­-'I Ki r I -- FOR A DRECTIONALEM Fei ,: , � i � _­,� ­L, 7 - T A,�� _�,��_",, tlit, [ F ­-�, -'r ­Thl�­,, IlI TiEt - -- , - ) _ DESIGN THIESSIURE RATINGS 1'1,ol IN ORDER TO 'ITINTY 'HEAii ­.i - -I- �i -g�- --Tr- ­, ,-Tj �I,­Jt,� � ��Il:l T--'+l _ r, SMALL BE FIRST REDUCED TO � -�.. 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A5 III, v I A w ___ _ _ -..--- r,-------------,--,"-"",-"-""--"----,---","-----"---,-- _C__­_________ _____ - ­ , ­____­­_"_­_"­ ­,_­ """'I 1­11 ILI 41­111- ­ll "'L--- -*,-I-"-- ------ I I r, ___ ______ - I . � - -..--- ­ ­ ­ .., -.- .. . I ­­ ­­ ­ ­­ ­ -­ - ­ ­­ ­ - __ ___ __ - ­ ' ' ' �� ­ ­ L - ­­ ­ � 1. I— ­_ ­­ " '' � 9 INKAL N DEWL __ _RfGWLA_R_e&_ 1.1 � i i - - I � � I$- FOR I I i INSTALLAMN DEIAU.S FO p � JNTQ POURED CONCREIE OR COSCRETE BLOCK S1RQfjQRE$ ______1 I iN_TQ_ik0_N__5iRm.9j�RU ,R RF�QQ >AK PO INSTALLATIO QUAILS EOR REGULAR _PANELJ_� i ... � �AR____ I 1-1-IN __ WOOD I . --"---- - -------- - - - II ­ - . . I" - I I 11 IF,,, __,� I I E _____ - � -,---r"- --' SLITITAPATrA f . �1 I I I - _­_i wrxwi "CHORS . I ", "xn - ­ ALTIPINAIR: ODMICREIT I .. r ; - i ==110,14 i ri ! IEEE sci�wm.t LiN i � I ISEE SC-FOLF-1 I "I'*";a� 1- '­- -, - si'TE7 11� sw �, 60," ET , .0 ''I ,� 41 I- I RETE AMCMDRS ON i , I . c I, CDNC i 4, ­­` I I 111 I ­�� ��O_' I I . 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I _ __ I I � r ­ - I I I � 7. I. I I WOM -WER, -11, - �Q, __ �__ - . , L ­ _­ ­ L - 1, ,", "I �( - - I I � I . ,r - F - I V�l . W� ----": T3-��,( . l � �­f -1,7-7, -, SNIETTS 9 T14ROUC. I ____ .7, -1 ,- � "z I i __ - SCHIII ON "I'll" - /F_ .- . � ; I REuARED ,,,, I � =:: : i I _lieL, ­ f I I : � I � I ", i Y Dr .1 I �� ! I � - j : r - - - I I - F I FF E " I -- re I I � I I %��, I ,� I i 9 � I � r 'L !� ED , - r I / ; 1�, � �'. . 9 L : O Q611�- - , 11 , I �L. W.- T: :.: A:: - . --. ; . I /I' , t : -&-a (�)_ - 4 IIA-1 I I - � i I . I ,� , r ­rj'-� �ir� L . - ' PANEL LvNCTk i f - - �� �T; -i- - "", - l 7 � , 1 w, ,.q�,p lFit � I � r_ I �: . - � I I � 41 � (Sm REM AW14ORS FO) �: , L� .""I. , _ , — � , I �_ I I I F I - I, I i�� iPi �� - "'r, , � , (SEE SCHENUILE , CIMIJI, LONG ALUIAk'"W SP � - ", �; QF, ! 1 � j 11 �T ��:'; � �� - , � I - I il i , Z � , _I - I 1.11 . ! I2 ,/2-1 I : - I � --- �j " I ,,:�_. I I F : 1) EF6L , i L10111": .. 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ON SHEETS 6 & 7) MAX kS D DESIGA4 PRESSURE I&kTW- (;-.-.f) WAVAIIN ANCHORS SPACW FW ED - AS SHO" ON SHEEIS 0 & 7 - - " Ap"Ir a ALTIVANWAirg O&,:= OF THEN, MAKjWM M, V DO TAPCON LAG SONE101 PAWELMATE FEMIALE U PANELMhTE PLUS WOOD WXMNC 'Ir 13, 13r - 'i;_____­_TF_ ­­ - , ­_ i �/r Tj . -, � _­ s '/7- 11 (Tim Iw "t�i .__ _T_______ 13* 137 13, r, Ilr ­ 6 1/2- - ;­­ 1'r .-45-­-----__ , OR-.1-il LESS - - _ - 6' __ __'J. ly - I- -__ W- 13___13'-'3r Is - -- I -,- a. ,-i�_-_ i IX Fw(90TY) i-,C'4. - _ �!_UCP)_ � 11 �*' -A__ _q .WAa' )!L 44* -_n-t_r_-v WD-___ - IN04,/,FI22 LE,S I -_ , i -- 8 _ 13 ". Ir W Ir �' ,vg parN - - !W- 13' ... . .... -------- 6 1�2' .. - - 137 - - e I/r ". 5-1/2' '3. - _­;F_ - ___ 6 7/2' I - - 12 11'. __ a . - __ o m __ 6 1/. - __ - -, -W"*,) TIOR) - 6 1/4' ­_ __ 4 1W A. 6 1/2' 6 112, - - -_ ------- ----Tz:, - - - ___Lv --- - " - --�6 -I"i-- -W-1/z. Iz- I I L . W , 1.3, . - ". a., __�� - �w - ISEE TABLE fl FOR MIX A.S,D. DESION LOADS & VAX. PANEL LENGTHS IAHEN SPACER @ IS A USED. ONVE900K ONLY TO ALTERNATE 2W ON 94M 6 1 WAX. A,S-D� - MAXIM11M ANCHOWDS SPACING FOR E.O. - AS SHOW (IN SHEETS 6 & 7 OpLgaa w"mLim DES" k1TANKTIVE5 PN*R TAKON I LAC -SO" PWLMATI PAKLMAIlE PLUS I WOW SUSKNIS PRESSURE RAnmq # & Aiff 0mem1m LENpM ltl� (F.,f,f I FEMALE OD CIA THEM (11) ,3. 0, ", -. 3- is- - ,- IV rw) - W '3. ­ f� - k7 Wilirr6mi __�Y_____ 6 I - "i at-'w­ --- -_ a 1/2' a ,/7- - - - seta - -_ 2w fm_ - I - , ______ - e 1/4- 32 "'r 6 " -" "i", 5,-.w 7' _­ - � 7 I/r s' - - ___ I. __ - - -- __ -.- - - - LESS zp;-6-iii) - t ' 'TL 6' e- - ­ - ' ' ­ ". -1 1. ". I's, 411 (TOPI .46� -5 +7511�n . _ -13, ­ - L t3* - - IT ­ . L L. 1 t.o­ - ­ r - '__ 13� 13- 'a. 1.37 � - r !�- - ­ a (BOT1,0411) .'!_(-'. - $r ------ A 2, is, - ------- , ,/,. 13- -.-.,....-- 6 1/2, 13 - --L'-- S ,/z- a '/.' - - A , '/2� I I. Dalmov, - 2w (TOP) - - [-- ----- - .. -0-4/4- -- ­42 1/2- 6 It.- :N (Wrr-.) >s'-a* - A �/r - - 1 5. - ___ 71"q- .,--- - __ -7- sie_r - ---------- - - Jw (TOP) 7�70 - ­ ­� "-,-- I,- - 8, __ ". 6 - - iz. - - 5 ,t7* 3. (morowl -, tv (Top) I I T37 _- - T3' 11 15' - 10, 4VRTW!�) - II SEE TABLE 11 FOR MAXA-S.D. DESIGN WADS & NIAX PAWL L"VHS WHEN 'PACER '-I, IS I USED, ODRRE'SPONDING ONLY TO ALTERNATE 2W ON SHEET S - UBLE 41 a A.M DESIGN LOAD MAXKM PANEL loom 4D PSF OR LESS - 6'-8' > 40 Psr TO 50 PSF v_'. - PST F 50 _ PVT _!___ 5'-IO" . I A MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL IAATE OrE 9) OR PANEL MATE PLUS AP '#PwI!i!'1' 1/2' O'C INSTALLADON DETAILS FOR LIFE 5AEUX, PANEL FI) INTO POURED CONCREN OR CONIC ETEQ1=STRUCTURES I/4-0 T,ft*R O.IIE) 1/4-. U-CON �RCD I r � ..=rlroaUXAIAUAW 9 vo:'�_ E OR oxwo 0 v Ox Xq'i 00"CRM BLOCK - CONCWBLOM , � ,[0,4m 11� I WITKIWO. , ' rrrr ' j�; ­ � 'A"A' vWc - - I - , COA - ' "r, � I ✓ � LO.0 "I �r� - ,:�� ��';a "'��; A I I I : [_i� �; I a " ? i . - a�-a W- . - � A ­1 - " � a t I � Oft t%w ..A, ! - 41 � I I--- 1 - i t C ".' W. I A " z I XICr � �Wff I P - I --- -1 � --- 1 Ota EisvATCH I i' Aft, R"IEPAPAT'a" T i ON SHOUT 1Z1 L/2 I "N ; I - -de" I 11f - " - - I "'51ING POUND) E�4.0 , - I 0OHCRrT1 &P � 4 CONCRETE 1, 1-41 4EQUIA" 5?-',' -401 -1, *1 � n I __ � __ , rr � I : � r 1/4-# PAXnAmn "_ ANCHOR 0 12 TIr O_C, 0 fiammu W 3Hwm 15 A It " AW.30S `,K & SPACK FOR WaNuixPim wm W= ." bAbo" mImawAt AAcmoA VAMAArs AND mAA" MOM ORSTINCE Aft 00:100 ON DWI $0,11-N.0 MR LD 'Ess �Im 0101DULD M SCHF)PALF REDO" Ahcid)iIt 15FACM *1 jAkeftym SANDN"; AND" ON IND"W" w THE 100.0" FAMAS FQ0 THK OPITitit M HE OMW. WDLC" WFID04 OWA09D ,AAC IACTN IVA, NSH K SEES: 1w. WN" sp.-.4 .-DKA"U" 140 [ACP -NOm Im 04 INS &CHEROOT ACHIM Ift 'f*r*-' I ,A.OW Ve. MACAW ftua ­ 0NAHAR, 110" TES,] .) � 3 A== [!.- o," I j � _'.*AiwiW_� I ­_-3,12 -- -, #oft War ampm " Fwm -.- s' , W_ - III 4 31, - ! FLORIDA BUILDING M'�* ;r-,r' �L;r - V (i�' : I - :9--SEPAWOR If is ' - R " I I �.'ta�.p F. '- It , -SE T�� TV* 5 , � : I MIf If 11 ' ; � , , ". I V , �� 4, it o' PANIQL LENUTh . "I ( I (SEE oxioHON I I I I , ON SK7 IS) I I . 4 , , I I _ � 11 A - __ �--- -- - -- T --- I � ... , .' r _1 i _ , �i � ! I I:�) � ­r, I ,- EXIIIING ro-NEG °�* ' - - �­ I I - DDINDRETE CC ��. I a - '�'_% 0WIDAM 0.00A __ "I PEOUIRCO -1 ; .'-.:-'� I ,r /� , I � - A i , ' � ­ . I I/.-# PANFLAAATT WALL MOUnNGS SCALE 3/5-1- '. A T.i;�t � lt"� '%.. I rl;�i�� - � . . � �r.Eh " .'ef"II' se•. t . 4Q,4444J- it - * : : Ile '*i I ' K2,00 UL"fm m . TE DM_"V � c '. ..I V- _�-_ _-, _ I I mA1Ns1'ZORIW II-IIIIO H.' .I6E AWASTA """.00", 1-[ICN % -Z_AP" IX 31bit"'I"A'A"Jin"AtAx t.-Oftle; - - I BLINUDIING CODE (Non H!2h Vielwify H.rH,avT# Zang 24 GWA GALYAHIZ£D STEEL STORY PANEL I m DM PROTECTION PRODUCTS, LLC.= ."W,we Am " 14 ram O.A_ N-11t," tAAP`f (;K`)mI`I`_�. - (;U"JAIR-AT i 20-175 MAXIMLA.S.D. DESIGN PRESSURE RATING (2.sji) AND C RESPONDING ... MAXIMUM ANQ101t SPACING SCHEDULE EQR REGULAR ZT0 PANEL. 3L I A.TIONS INTUO-HOETE & CONCRETE BLOCK SIR CTURES (VALID ONLY FOR PAWL01 INSTALLAWNS, AS PER SECTONS I THRU 6, ON SHEETS 4 & 5) AAAX' AS.DL DM*N PRESSURE RATING P.." "RAN ANCHORS SPACING FOR 6" E.O.PtR sck1tvia -_ BELOW ARM= it SE � � , & AN' OCAIOMAU4- OF nif. -L- PO&L LIA'W'. _L1 U, i I MAX-D 0� XSON PREs$UQE PAT"A; (W) &tAXW1.W AWPUM SPACW4 FOR WIN E.0, PER So --------.. EMAXE BELOW _.___ Apm =CARA - � 10 SOUD'Dw.PANEL 0 * - ol)"BlAwkelo" W TnIiI MUgyi{ACNy€ i1l"C�A 'I. (�) em"At 's " SOUD-15v PANUMATE FEMALE .0 PAN PT -US ZAMAO­NAkJH ,- CAL TAIAMN 1 SMAID-Sr, - PANIEL"IT FIEwALE m 1 PAHWILMATI , PLUS . ZMA#&_*AUN O'Llf-IN ..U6.&. - � .� I - v ;Z. T5 'r -r-.-- m I 0 - .c.aien, " 11 '�� cwm..Cftk� - I �� I ' M ,,,D v OIAIM" � � % - - `:� -m'-.*Z',,J,Ti- - 'n ..&T +4S. -46 OR LESS , I' 137 -t --13- 13' - - - �'- � v Ir '3* -, i; . - �� " iy -- '3- - j f S' r i - . ' ir +- - . - 1 ,I- t 1 13, I , -_ 3 [ - 13, � '3' " __ - I - I I,- '3- � ,5* - ,, , � - - �- - - --- 1 1 I i, I i, 3�l - , yr- - � I" 7 Ip" ; - /7' ,, I' I - I-e:_�e ". ; F - ly 1 - I I;, I I 13' T Ir 1 - �v I" * i " V.- 6 A - io IA* I I I __ ,I - 3 --r- __ . - .- - Hr ". " 's- - - - , '. � I 1. 5 - 6 1/.'�6 "'e I _;�_ I - sa- ___ 1. . If. - . i3* J. �1' I '�- - - - " - !/�_"` V4_' -1y ..­.;_:� 1. - . '3-- 13' - - 13, -, /--I I 1 -8a '. - i 3- 1 - �" �__ i - 13r .;�, - 1 ii, - 11- � I ��' 12 T) 'I - - ­W 4.. 4 � - I � I I : 31 L - - ly i � __ " � "' � - L 15' ! 13- ,3- , '3- . '3' � -7 J, � _� _ - - - f: � a- � E. - __ - - I 1 , -- _�k ' - -�� - , . - .- 3 - - , � I. - , . Y _.-_ 13 r � - -­ --.,-----.----- '3. 7j, - . 1 1 � �r - � 1 1� '� . 6 1'e'- . '/. , . - - 17 1/2 - 6 , ' 8' i - - - - � _T I � is' - ­ '3. ;' 13' 6 1/,i, � , /." l mil � --- I fac'mm, � 2 tfwl , , , tl 'FOP, I , I sa"W� A NIDP"�­ . T­ 11_� -1 - 5 Isoi-ro J 5 Von) 't (go" ­� � I -, LE751. I I "I'L ­5 'I'll .05r 86 13* I 13, t3' ,' '3- , _ -,3, [ Is- � . �3� '3. - - . - � W I. i 13- 13- ' r � - - i, I k I 11 �'* - 1 jr I 3, - ­1 -1 I I I' I 13" 7r -_ L3_ ". ---- ':' � 3� 6 '/. -15 .- - - 3 - -­ 9- � �'. �r � � --- ,� 6 'I.- i3. __ 13' _1_ - ". -_ ---i� - i . 13 - '/' __ - - -"�' IF ' ! - I - i 1 I - - I � - ,. * . if 93- I � !/, 13- I � 3- _7 w - 13 13 - ' !. 1/,-1,2 - - 8 - a 13' ". , 1 t 13" . 13' 1 1 - 3- _ - ly , = j 13 - 13' - - IZ2 - - 1 , 1"2 i - . 1 13' I - . - - � 13. , Ir 13' I ­ 11- . ' . � � ' �'__ � , L. - ,,- 4 Ir _;�_� - - ��' I D- 'i . ___ 'z. - ­ - � f 3 __ --- fl I I12* F� w f -- -_ - - � � '/2 - - " I qr 1 UTLV) -i-Djwt ) ­­_ - ­ -Ai - �i ,'Top) - I ­ -. f . E,alium) - OR LM' - 1 I � " - ---- - - , - - L ­ � ­ a i e, a' � - , W i r . , - ." � - . " � , - - - W 1, I I "T It * � 6 1/4' I �111 , ­ ­ ---- ; 0, � 5' - 9" 4 - i "I i , - I 1 !"2. I �.; : �11 I 2 1 �._ 6 1j'*t6 , I � 70FI- 5 �097OW) _j __'r r' T'j;Ip) I-.---- __ A (BOTTOAN - 5 IFICric,$) 6 flop-, - - � ipm-) - i - ______ ! . , -1 ' it_ I' ��V_ - IL � hi, : I 41, � . � ;�_ I W - _ - I tr r I W - C - 172 - E , 13- - 'y ____ lj� __ 6 I � - 1 2 '/7' � ! P, -r : � � i W 1 , -�* '3. - . 6 "�' W Ir � � 5 � 71 1 13' -0 I�T ­ 1-1 , '3- -, - r_ �y -0 t/2 - Iv 7' 'I' j 7' -w-: �-/ii - 13- - '. . 7 -'/2 5 -/2, - 1_0 I/2'. , v? , in, 5 - -!21 .r . 'E;f- ' - - I tr - fI- . I -3T/2* I lnrw� �� (8_T%L,Ni o­ni � I -. 'J' p 6' _ -2, IF I? "'F, . 13' e L '3� r I"=j1_.3*_. 1�- � 13' I E I I* �! �­'L LL 11� Tj' I I -'/2� .T 9 ,/2' I 'I. ,3- , 3. [ 8 '/2' T, "o- a " a I/r. & t /2. w T 'a I i I '6�_o .12- Ir 15 L'/ - � � -?21 W 6-1/2* 13' j 5 � 12- I Crop) - - i (work.) 2 (too) - 13, I .5- _12'__ ,-.,.f'-- III 10 112- - 13 � ' - - - r__­" I I I - - , -'; - . I 3 W r 'z '/;-12 '.12- _­ 8� - i � i - I/ 13, ___ - �_t� , . L D �' 6 1�4- I A ,"e . - _r � 3 "!, . 3 . '! 1, -,E.F.V.- - _ 9 I/ - 2 - ',t- ,�_�/_.Z'� 6 -./4. - a- 1 e ___ io I T+ 0 -2 , , V2 - - __ __ D- 6 !,.'.- - 2 � mnipl ,ao . _:_' " � '. - - ij- I rZ* _' "" ir : -, 1/�' __ - - ___ _ r - 1"7- r ' - - - .r -, '3_ '? '1'2T-_� . - r . - 13' : - f� - . � _ ILI I G* - _ __ '3� I 'i� L 6 1 �" . '_1 _ " 'G. Fr- - - "�' - . � ... '�Ai I 4* � � I I �' ' _ � 1��Vjll � _ h' I "'T � jr--. I 10" - /V . __L_ ' i - I, -- L �' II' - I,- I a- , t - __- ___ 2* _' � O�' ' I/ j I 1'T - - ' to".) - TO 9,-6, -y 0 , n� - - 6 1/4' 6 1/4' s_'_12°_ - r __ 3 Or It, 5 (2 cll�.' -4 �icp� I -�..-,A..........._ is- �if /2' I � I, ve, 6 /4- � B j/'., I. j _' ---- 3 r1w) f DIRCTvc,m" A� - �') - . , . - -!L- - - : - - A I/;;, --37-- - � .1.0 'y - - t �_ I . .' - T -­­ - - , _ 1. I - -7-- : It- .. ..... � - a, - -t i� , -- - - - $3, I - ,I� 3' ! � ir iG- _� '/2� - ___ � ----- - 0 �/.*�s �/'- , ft. - - - � � 2- I - - 73* '! ,, v 1K i'�, -' -7 _� if� � - - I . 11, ;y 1/2' i qD-j rr __ - 10 i/1' 1 112- i F 7 1/2, _. _j:-, j�­ I 1 4 (fi&T'rOW,t ('O'j-- j- _ - 5 (ao--tou] 6 TTOPI , -1 (Boll I I 11 - _. t3' ',I. . - P, - a ,/-' a' .Ir �'- . 0 � I . 11 5* . � 2 5* - 6 /-�16 - .- 1, - w_ - � I 'a __ � , L t a 1W !_ 2 v,,- "I, _ - _� _ _ - - -10' I T - 5 1 /'it' � - - ­ B' - � '�4 "' 71. _It_ �� , j - rj �' 'i2': t I r - -4 1 1/4 - - I ' _�" . . . . . . . 6- ;__r . _ _13 _ i _ � L_ 6 '/v 13' 4 1 112* - ­� � - A (BDIDD(At) -F-z- - I , r 6 IN ;��) 6 'j':;�) m ijK, ..I -�F-I A. i - �� 8' - I,- ly I , l - - -_ is '/., �--- _v �� 13 ,/2- ----- ) ' I r --,Ir- r: to if, � 7 1/2- "Z� wvli� I � - --_--� - ., � 6 '/2- ; 3' � - __ ' 2 A '�_:Jl , _'� r 2 . � !L R '/ � � . - t - , - i - - .------ i-,- � , � � � ��_ A �/'*jo 1/4- 3-1 ; - - ; - . - 'J' jj 1/4 - m S.m 11 104 A±rC'{ap€Ei FTe`E & SI'VCAK; Im MIAU,-mlim -10 WOOD !'WOKbuth"a , - .Wlm 1.1-clic6 .0 II'I"AAA, Em W." ARE .0"Ifil 0. `iVf 5:A4`uY`l "* I D " THAI, .0c'ITED ON SC1R1RAE RD= PAl"T"A' -SHS{G *I VULIA, - sii�. 1U`OA" 0' IFTKIKKE By 74 TT IDW4 rhfIfIK_ nitR rt1oS u"RAi%N( P A a 4-,Xl= SP-0 DIDA,W.ft UW4 FAD S�­ NOW N fSc PIAN WAAN SPALA'a -AXAIM MR Ew. AALaKfi rn't N no RDAMA4 ANCHOR TYPE 'Ed'. Ile. I W-1. ­Ku'ATe V.'. 1,1611" 1/4r. T'w. � 101IO-W I IW aw - Z� CAJ4- - SPACR4 Un) 3 " 3 1 4 I I , -, � "'' 1 '/i I I _!MkaaN! .mwwkw ma AiIi'dim"I 0.) I - r RHFANA' ii Via! itxl�om U ___ : 1:11j" it ', . - , __ I � '/� - _ � 1/r _ - I i � Ackft am imimm" cc D,j FACTOR , � , ,'. its I - - - � i I tU- :_ I "' . - - I I i - . : r I � - , i. - - .3 I SPACINCS MY VALID WHEN -_-AM!j,P, 4ED, SOF TABU IT FOR MO A-S,�' I- DESIGN LOAM & MLVZ-� AX. PANEL ',WEN SPACER� Ig' =5 OSED 1 -..-..- .. ­ .. . ---.--- . MMLJI A XS.D. DESIGN LOAD MAXIIIINAW PANEL LENGTH 40 PST CR LESS 1 6`_6. T, 40 PW TO 50 PSF 6,-2, r, �_%T! so PSF 5'-1G' A MAX PANEL LENGTHS ARE ONLY VAJD FOR WSTALLATONS W/ SOLID SET ANCHORS & W/ JM SPACER AT 12 1/2' D,G, ----.--,------ __ - __'_______________.____ - -�-.M (S(SEE5FC71UW, & ALIU��Mt�� i1#4 SKeEiU IP TA, 15 *161 - - - . � I r "A R /13 R 2 13, R-KA/14. R-18/11. R-29/13, R-38/14. I. -), 1b, -IA � - A / i - � D.m..(j), _._ FWr R- I AW/15. R-2AW/15, R-3AW/W AIIIA / LAN-: !-!OW 15, R-29W/15, R-391010/16. _ E p I � ­-1- - (1) .' q) - f - - 1 1 0 01 0 0 0 0 0 1 E I - --------I I � � � I : I I , � I _; I � - '� ; : . . i !� ! : 1­7 ---- : ------------------ -- I ill I � j i i � i I I � I I ' I � � . i � . I � � , . I . 1 1 i ; - � I � � 1 : � � ! ! ! 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(1) CD -Ca=) I =3 CU > 0 L_ (n CL 0_ < (D -40 --a C: =3 -0 CIO 0 QL - L) a)) " CU " m =3 LU 2 < z z < _j a. SHEET NO. SH 184I __ -'-'---'----'-----"'--"-"'---'"""-'-'------- .----.--- EZ1/18, EZt W/18 ANCHORS - - - --- ____(SEE SECTION EZI a ALTERNATIVE EZIM DR SHEET le) - -3' MCP - ' riu, - i 9 I{SEE WTE 2J � 11 ,1 NOTE ?) -F--"-----. /tA M$ .,. _. , ..J .,, - J A ....... ........e,_- J ii END ­r „tl-,_�I-1/16'. ¢l ..4'M _ rj ',� , OFIIII :L.-+-.--y, .-.._­=_ ..�{•L.,...-..._ y'L_ .i-.-�l .,".,.., 7f-,7...•,.,.... 4'`-e_-,. 4 ..._;::�:`4F Eon#+ wt.' 'A 'AS CAN L 9E INS`AL A! (Et rM FNIN: „I, ALAAYa FIF ,lx 0, 4 r 4 O I l ; _ F_ r 'FVCWC ". Wi FJ[F HANCIIE FA:I TATL Ir STA.!.A-!.< r, N'ENI"ILC+ Q 4 E ) + 1 C: HF ViPL-Fi FROM INrs:F x STRIIAL'Rf I' - I IF 2 "A :^P 1 -_ __ 1 - - T - . j iT 'L £`F .. F OF iF.RJi'.;S.r F !1A` I., -,,RV '::PNF `.. - V (END PANE.' (wTERIIT FAh ANTE R:J" PANE.. J T[RiCR Pf NEL? fi: NL] PAN F M. W 4 TltIL. (I Ph _ - L. i -EA;.K DR a. 7L, _ M. SfF NOTES 7, L'., 4 : I 1 : 1 SN F,01ES i. 3, a N PAEIE.S S'IALL AIWA 5 RE 170114 f TEFL -(i EC C, IRX`E Ta Frwl=',` P 5,[ru nAP+xrA--:!f •r'MwIUi.L .e a r,x ILi.:-+ r I J I� -t - LN 111 a�J__5, I9 a.J enn; 1 -1 �'.'"� IF [- 1`I Nt - I,'I^r # _ ��lla _r 'F1,' 1N '�, "F Y(� •,A,NFIS alit C�htl' r� TCr H�"':74 HPi,p [u�.0._'�`IA,. 1 _ _ r A: ,.VS"z 0? .�4'C -x]!4' hl WY rN-n. '.2' WR-, i ate`. L4 PANE.-5 W/ -..er C,F. 4'e,.',7 1 him �-1AwT,_REM IN „i .Af-Y_ 1` -.-•1 r I , `3 N."//4Yyy e 1 _I. A., .. LC?CAT,�;h 'NF FA"=""_'sue- VAY .E A. 77HFR �. A"_ 1 : C : SFE STC':TxN.S Ai ARP:.,ilW.t; s --`:: fJ,' 1NGE` r. -.0 �ANc_ I I , '., SrJ-A _r C _ .. _- T .. i , -M0.:.4 '-A T �� z' P P FaAR, A �_ ti " l - l L7 _-if0 Ah T, A IHA TW(' , 1 fI Ion' i I !TTt _.T_#"�t'"-`i.. .."$... ..... ""I�E"_-T" i'_'r" �f_-jr._ � +11.....e-f+-,-T ..� .... 1„_-1 '� T1,1 i 1,... t 1 1 t T, - -r+la 1, r�3nt T J c Eic1T rxn r ( Ivl F' C:y J^� Ar.. r,N :x,r Aar' n sLA rw,,* ;.uhrJf trN _rr -c'N ' ._LJ-J_J-1 I r PA:NE.F. To Er, C". wl TTtar'A NbAr C �"arw nr ArE,' R"RNLI. LO'_k1::'NJ, JJJ_L1_.1J_Li IJ.3L.LJJ_ 1.``).:J-J-IL_L.�1, L IL._..J�.�1_JJ_E.1._JJ1i:l._.1,._4 .. __ _ _. _.. t-_.--� ._..� ___. �. R y . . . 1_ SEE NUli 1 - -- I. M _ yc.. - I- A, SEE _ - I$� tSFEE ,^ t` '-%. J, L '_.WS UNLt 'SALE i.* YAIa`:- xDTF I --A.%Lis' -c-An 'PE­U„ m.S--^,. ' '__.`-(SEE SErt:ON E21 s A'_'€N`A,TM USN, Cx _ ��-t� tad ------- - EZI/18, EZ1 W/18 TYPICAL ELEVATION FOR SERIES ZDOO E-Z HANG STORM PANEL 1_SYSTEM M SCALE: 3;"32'% 1' 76a)'(4vt O�Ts_� .+' sue. 4A+' _, ,W� �_T!LIY) I/P: WA. OAP !�,, ` LION -_A --A aHMMMN., 'T.urALE 3 j' 3. ".., v ^ wLF Ii, '�I(( r,A// �`'v-1�. BEN •. ✓9 /'�� FLORIDA 8U1t.,£NNG Cti}(JE Non Nr n Velocity iiurFlcane Zone) z _sox """' T' 11I GAGE GALVANIZED STE£( STORM PANEL M.'' - 44161 *. ,*._ III- * - IL EC O t/Pc GLOBAL PROTECTION PRODUCTS, LLC. s>/n/Ic3` ? t•.. STATED , �rz 1S -. i,()R10�', I. -I� '�,[[sTwD a [w s o>v � •-r.31. /'.; �� •... I-.4t :,s11.1- • PaPRa[NMI.'e1-76.i. Ar (_Aw-61s^ 20-175 (11 .... .-.r� �.,<. �[ 1N - aNirYNY11Hi1 K'ER A A . „E 'A,erlt l p ,! Pi Aai TI ..�- ._-� __- I ENGINEEP4NG ENGINEERIN3 EXPRESS PRODUCT EVALUATION REPORT Septembef 15.2020 Application Nurdser: 17E09;1 - R2 EX Project Nurnber 20.31543 Product Manufacturer: All AlNdcan Shutters and Ghat Manufacturer Address: 1540 Donna Road Vvest Palm !leach, FL 33402 Product Narn a d, Description- 24ga Galvanized Steel Storm Panels Largo CasTdfa Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the negukemenAs of IN Fonda DoWn wd of Business and Professiorwl Regulation (Honda Building Convirms on) Rule Chapter 81G20-3•005. F.A.C., far staleYatle acceptance par Method 1(d). The product noted above has been tasted andlon avalualed as surmnarized herein to show compliance With Me Florida Building Code Sevetnh Edition (2020) and is. for the purpose intended. at feed equivalent to INS required by the Cods R on of U product shelf be required Following Flonds Bull' Corte nsotiBcation s or a•wvaluaa s pit lifii IMp rig parBnera rig reveals. Substantiating Data: FX drawn I/20-31543 titled '24ga GaNan ted Steel Slam Palms OWHZ 6 twn44VHZ) sheets 1-5, prepared by Engineering Express. signed 6 sealed by Frank liana ldo. P.E. Is an integral part of this Evaluation Report. • TEST REP ttBT R@C4RC4 Uniform stage structural performance has been tested in accordance with TAS 202 test slaEKiards per W I roport(s) SST•ASG.17.001 by Btackwater TesWV. Irw Large rnxsaib impact resistance and cycac Wedging perbrnrrrce hay been tested in accordance Wt11 TAS 201 and TAS 203 toot standards Pe+ test rapot(s) S87•ASG•17-001 by Biackwater Testing, W, . STRUCTURAL ENGINEERMO CALCULATFWIS Structural engineering calculations have been prepared which eralurte the product based on rAmparatfve andibe regional analy to "My the fol olio g design ctfiom 1, Maoowm AkwableSpans 2. MinlrrgNm Allowable Spam 3. Minimum Glass Soparsifirars 4, Anchor Spacing 160 SW 12'" ANtNut SUITE 106, DEERFIELD BEACH, FICRIDA 33442 (954) 354-D660 1(866) 396.9999 T€AM#EMGINfERtNGExPRISS.COM EHGlNEERINGExPRESS.CON ENCGIrJEEF'ING Page 2 of'_ All American Shutters and Glass - 24ga Galyanizcd Steel Stlmn Panch No 33% incTons, in allowable straw has been used in IN down of this product Seporaion from glazing is not requred for in oWW ons outside of wind zone 4 and essential facilities impact Resistance: Large Impact Resistalnca has bean dsnionslntsid as evidenced In p leysauely listed test report(s), and is accounted for in fN angineanrg design of this product 4Yind Load Resistance h- n designed gW wind I d edub he This product as been to resat beds as indicated She span sari (5) on ( respective Product Evaluation Doc rnsurd Ci e. engineering droving) Installation Ths product shah be installed in stid couroance with its nespoctive Product Evaluation Document (i e ergineering Ift"MIg), Along with as components noted Mersin Product cornpon ants shag be of fhe mdsdal specified in that product's respective Product Evaluation Docurent (i.EP enginaenng drawing). Limitations 6 Conditions of Use: the of this product shag be in Blind accordance with the respectve Product Evaluation Document (I lo. engineering Mil - draw as noted herein, At supporting hoof StruOkire3 stop be designed to resist all sup'Mnmposed loa114 and shag be of a motional listed in this products iespecture, anchor schedule (Host structure conditions which afe not accounted for in ties Products respectiv e anchor schedule SEVEN be designed for on a sde4pea8c bases by a registered Professional onginear AN components Which are en imaged shag be osticlud aunt corrosion. contansnadan. and port PPHnT e+nA' Pr � other SUKN damage at all hirses. This DEC" has been designed for use wilhin and outside the High Vbloeft Hurricane Zone (HVHZ). Resivc6lly, Rs -� - Srail0.,,.- Frank Bennardo, PE ENGINEER#dG EXPRESS*' OF04 46:54+9 i. Cen Auth 9885 150 SW 12" AvERut SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 Tf AAsOFNGINEEAlNGExPA[SS.COM ENGINEFRIHGExFRE5S.co- 7___­_ - __­____­__,_E-Z INSTALLATION-DETAILS FOR SERIES 2000 HANG STORM PANEL --___,__.____,�� m„__ __� INTO POURED CONCRETE. CONCRETE QLQCK AND WOOD STRUC�UR ,. ?- r.-., CONCRETE OR r , "' TA"oN CI M AMIT tl OCR i _ __ ANC'HUM O 12 D C IiiRET7 ......,, n _ `„� i {� 1;^.'A -W1r,B+rJ ° -` '<•_. r4x HEAD rH LAO(}II 'HEN7En , 1 1 _II"!, >EY'IdW TEN I AM_,C" ra 17• 0' 1 - a SCREW a FKOM REOUAR'E:9 I I SCREW 061, Fpp1/ /{ p J- 71 LCCE OF lJ (6 i Of r,� Z-i EDGEV IJ-1 '\9 l E E D 2, I f I', f t �. :� i l/.4 ,�.- is 80 1 I R G, ofnm"' IE ! , I/1. ePN OL, tI r W. Itl 1 Mn . �sn}A: 1r >7ILE pGL Wiz$ 1 1 `lI S/ 4R A'UM!YUr POP 1 r %ISiMi', F'"' SEPNUT�W -}I TC I _4. _lilb•. um"LM POP ,rvet<s5 �., RME'I Cass CfASIi E .I ,L rtNFT n I_ 3 ' , 1 i I I. i ✓) , f - Tr u3 AR�I}R,���yT N y (E O• C&. 71 ( N<% , PANEL LENGTH 4 1, , en4_i+:=,- 4' -Kars . I . ' E _0. 1 + ( I PAAEL ,ENGTH e 11 T a I • ,,,, .:EPAHAFx.Y+- I N e LASS i ...: TOO '' 1• Vf- M'•'-""51, f - - .,9 - E i R TI YIF %, U 1 /a,P.. 2012' 11 t NI{ TH',ilME"SCRFW 11IeIi I -- -I'!I'i !1 ED E - •*r.G � , l`'� i7:I --P TwC(x. ANCI+OR Is 1/4', 1APON • 12' O r EKsTKVGPOUNED ��` R'OCrbAMCIOR TkON_RL1CMIi LOMC ESLOCR UAED RFIDUIRID R£r)UIR€D WALL UQUNTING SECTION EZ 1 WALL MOUNTING 6UERNATIVE EZ i W I SCAR. :/8r1- SCALE 3/8-1- H),1.> a lyyrr TSi-f y ,,�.� �' FNS� '..P #i. * MIN. PANEL LENGT4+ I INSTAL1ATr )N ARE ONLY VALrO FOR MAX AI D. CE57GN SQL HE 2'-6 §0 _ O, 441 '. ¢ = * * : * _ _ �czn T,,,c[e. A'� FLORIDA $IJWLD9NG C40z Ncn High Voloeft. NurrFebna 24 GAGE GAIYANtZEO STEEL STORY RFUIEL Zone' " DVHN N. PRESSURE RATING a - 40.0 t. AND 6'-0- MAx / P A. - q - T. E � F -�- � I L�.0 . '-•, (GLOBAL PROTECTION PRODUCTS, LLC.I °'�- " PANES LENGTH. 2. FOR NEW WOO* FRAME CONSTRi)CTON� wx1; v� tc 11'���,Zsj �. -,L,i ;ymMoti E•Mc+i+EaNrNi� .M �5 E r . MEMBERS TO BE SORITHERN PINE NO 2. w/ SPECIFIC9-at1 -__<2{� -- nyv "',:v _.I!: F - , -. ,.I a• rs [Y,3RF- x Ue IAA.- . '•r �. - DENSITY DF 0.55 OR EDOAL. e_._____� 3 i'. rElfawTUlrr:.n U•.1111 9 .,. - : �„ •, „ >„.,,,,, ,,,, VN_ V. en+F.x N. _ raA 1r. . T.1T Y Ft rL l,c aa,PY „-,Y rV, a a a4TT +» i? eP -- _._ ._.....,,_-.__- "`_._._-,_....... �r ALL AMERICAN SHUTTERS AND GLASS 124ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZ/ WIDTH UNLIMITED (PEAP, TO PANE. SPAM) TIP NCxMTr (COHN I ,, TYPE AS REQ'D ) SSECTION s -BOLT5 WL7M'arA511E �D , OPTIONAL,,.- 20 STITCH EtEkLA FATTENED 9 I "JETLI/•PS 6 MI DSPAN (USE 5 � >. APINPOPRIATE SPAN TABLE) 3-,,� iI 2 PUVa VIEW aGi )ix-E E A0.156" 'I 1-111 L! I M I / r 1 4 BOTTOMS MCYIAn I l' (cconi TYFF AI i a REQ D) R0,391" / MAY AE A- T 1... _ / a ]T5' - I TYPICAL VERTICAL MOUNT ELEVATION 1 N.T 3 ELEVATION TOP MOUr r (CONN TYPE- ` AS REQ•0) , _V AfiOYe i 7RIX,T ION) i BOTTOM W!I _ IIII OVM 4 .-I g CCwN TT 45NTY _-085TRUCTION i i (LOCATION MAY VARY) N j t I (COMN TYPE 3 16 REQ°D) L I I I I I I I E [ I eOTT]M MOUNT (0]ra•N LrNN; 7pe AS Req,D) (SPAN BELOW OBSTRUCTION; PANELS. MAY BE NOTCHED AS REQUIRED, OFRONAL 41•20 STITCH PR IVIDED THAT CONNECTIONS AND BOLTS WITH WASMERED ANCHORS ARE USED WHIOH'rA€3 $FY WI CANTS FASTENED SPANS ABOVE StBELOW OBfrTRi)CT1CaI. cAMM<>PS 0 "OSPAN NSE �APtRrJERIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS N.7 S. ELEVATION "" IN WEM KlfF1P� 1141S U -- MAXIMUM ALLOWABLE `F y } DESIGN PRESSURES -;Y' r ,w. 1 ; & , AS NOTED IN DESIGN DESIGN NOTES: I ScrIFuLEs 8. POSITIVE IWO NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH FNi5 SYSTEM SMALL BE DETERMINED PER n s � rn SEPARATE ENGINEERING IN ACCORCIIAfICE'NITH THE DET ER ING COOS. ODDAW REIREMENTS A$ RMI 1N -GCO 7AM THA DETERMINED AC'COROAMCE ASCE D = LESS OIL I OF THE FLORIDA PO BUILDING OR CODE SIE DE BE LESS THAN OnEO UAL THE MUVALU E NEGATIVE DESIGN W - f°� ASSEMBLE AS SNI Tr VALUES LLSTED MEkEIN FMANY CA LISTED A45EMDSr N!5 BIIOwN. BY GENERAL NOTES: E 1. rKS SPECIFICATION HAS BEAN DESIGNED AMP SNAµ Of FAEUICA7ED IN el W 'L= .A KCORDANC! W1TN TH! REQUIRlM1i Of THE FLOPIDA BUILDING CODE SEVENTH EDi)l04 1014) P0R LSE INSIDE AND OrPTStDE OF THE NVH2. PER TA6201 202 AND log7Esr PROTOCOLS CONTRACTOR SMALL IMVESTXATE a UE a '> COWORMT A W AM N WHICHmy AMID CE LL LfXAL OOO AS APPLY. ro E OMEAY ORITh1}P BEYOND AE STATED N(REIN MAY AEQV.IRF to NAL SE ADDING 33. EV. SPECEA& SEALED ENGYNE&TRES 1. NO33THIS IIFCEEASE IN ALLOYMBLE STRESS HAS REIN MISFD IN THE CE.IGN OF SYSTEM: KNS 3 rMEARCMEtEWTrH WHICH Of R.DESIG WR THEP HALL SUPERSTRUCTURE THISORI DESIGN IS USED SHALL, BE 05N "31al[ Y OF ALL SVP THE. vC3KJl 11NIIG1 MATHE rCOOROTy OF ALL SURPPUkHT Q ."G CONTRACTOR. fr3LHl IE CODROIMA-5V IY THE PII1HTTf1NG CONTRACTOR. 1 AT( SPE[IEEC' SEALED IN IN i A To Tr,MF1 OINOR SPANS CO01 NTAINED ORDER.0 DMAT2 uts E LOAM, DEFLECTp/f, OR .PANS CAMTAaED HEREIN.CONTACT 7NI. ENl♦1NEE0. TOP ALTEILNATE SPAN CALCULATIONS AS Y ee reQut". SA s to P1 d TMC sYSrlN D!TAFUD NCREIN IS GENERIC AND DOES NOT PROVED[ 111FOR--ION FOR A SPECIFIC SRE. FOR SITE CONDITION. DI i Ae_ F.C.M THl CONDITION50E1AJOHEREIH ALICENS6011MIM/ERORRE6ISTSRED O¢� W I j- CMp ARCMit. yHAILPRBAAE SITE SPttINK osoc WAYS FOR USE IN W THIS CO MD OFIRGIN WITH E DOTEONFR 9RSEO ON /NY3MUM TESTED 6 DESIS NOTED L 5 :d3 I DIVIDED SY A FIN FACTOR FRUS5DR6 P�TI,EVEIILIDIl!ERAD BY ApplE3.E EAFETYCq,MrTTTCE��RqL.pp = N LLEE555S " (10. 19f¢FAST&IEAS SNh�'L B9 CCADM2lM-fU7E�,jg LATH 1i,J%SENOTED COARO910N-RESESTANT MATERIAL AND SHALL COMPLY WITM •SPECIFTCATNM6 FOR AAL44MVM STRUCTUReV SECTION 3.3 BY THE ALVMIMVM AESMAT10N, 1iii. a t a INC.. L ANY APPLICABLE FEDERAL, STATE, ANIVOR LOCAL CODES, 6 ALL STORM PANRLS SMAU eF low STEEL NO. 4' STRUCTPWILQUKfr-r _ 2 e STORM MMCLS SMPIL CONEDNM M ASM mA3 'k. 6eD GALVAr11110 COATING WTTH A NINTM UM AT.45,1 KSI. tit 3D, ALL AWMPNN EATIWSIONS SMALL al 6063-T4 ALUMINUM ALLOY. UNLESS NOTED OTNIRWISE. L 1 TOP R Ra . cEnM M Win SE IRTGACMAM AS FSLD [5 SerOb GtD ,C CDROITODRS DICTATE. PANELS KAY EE NOUNTEDVERTICALLY OR HaRRONTALLLY AS NEFUCAIM9, Ll. GONCRETE.NCNORS NOTED HER"N SHALL RE 9MUDOC-0 TO Q L ALL CDNC:METE ANRS P ER NOM-CRACKED CONCMETE ONLY. INSTALANCHORS P. MANUFK-TF11ER'S PROM% NOATION5, 43, THE CONTRACTOR RERESPONIHOUL SO INSULATE OR PROTECT ALL MEMBERS FROM OLDS IMILAR MATERIALS TO PREEIVIEr ELEx'TROLY515. 14FMEEN.SMAAFaEDM$tETOYALIDATESSTRLKTURALDE'UGNAS S$ SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR, M. AL IFICiMNTMEs a SAveS MARIP THIS I NGIN(al FOR ALL COST S DAMAGESS SMCWDING LEGAL FEES a APPELLATE FEES RESU LrING FROM MATERIAL FAORECATIONr SYSTEM ERECTION, a CONSTRUCTION PRACTICES BEYOND THAT i { I if E 11 ......CALLER FOR Er LOCAL, siATE, a FEDERAL CODES R EACH a e OEVIrITIOMS OF 1M3 MAN is, �(CNT AS E)P#kMWY PROVIDED NERt9n ud Abb"MHAL CEAITRCATTONS OR AriaMIATrONS ARE INrrENbso 1s .LTlMTIONS, AOIHTICHI DR- IN MARKINGS TO THIS OOCVMOIT ARE NOT PERMITTED AND INVALICATE THIS CINITTFTGTION. a ■ .7, PANELS SMALL BE PC(YMANlNTLT LAWLED W rr" A MII%I"UM Or (1) LAB It ER _M, 3.D FEET. CONTA9IING THE FOLLOWING MFORFMTIOW ALL AME PKAW SHUTTERS AMC GIA .S WEST FARM BEACH R TAS zDI, TAS 2OZ (1 TA5 203 FLORIDA. MicoxI APFROJAL NUM aeP ' NR/Y - � 20-33 VISIT ECALC.101316113 a 3-rj .v..McrmM.AH.WJa IePORrN.,eeaLl _ AUG 2 4 2022 ri* \"t,,l, \ r 'IRTUAL FCViEVY n551$ ,l- 4�C• a{ Rev 1ev,, l; z. I , ; `�YH ed Jirtu �.� (.e,1��,_ iE�, anc� ar Plans Re�,h.w 7th A `u F .3 300 for compiiallc-e wiAnje KI nr PX2 Edition by Debra Aw Lax ru.. - w 'W-1 I l+� _- - HU� , I1S .. - '< �., I 1 i i r£ __ _I.' • •' 1 i ,_a R..,.,.,..i,� �?3 : __ N l.B3a• I.: �- , ,., �.,: p I f.........._I1 _.,. TaS ,., _ - . 'S in _ 11 / , ,.. ,121- '\ -' , ,.::! (iis"_'IEsi%x'.!r `wwt -c +r..rat= 1, W_P v--PaN LIiml ,. �JD a e ;� Fhb-- - - tr- """ T <�j `/< - - S g _. l ��Orl� 3.S1 l! '- - - _.. _ - _ -RD O Nit£ I ' N L - - �,. _ _ - I- - ; � t '-'1 G- .. L8K' :A N t2 5b _ - `�;' _,�,i, ). .,yA._ - -J IIP�FFF,,,, PPPP a _ �(r T 146 __ _ _. _ r1"" ''i - � -F I-O.S4 ,..�.F ,J, C" Ent _t� I'N $a • 7, -- >(,,D j- - .s--- ,,. .... i�.d'S•� a -fi o- T�i`'I,T- RC+ia�� ,C.r F-.I ,,, _•Fru, a. EICc_ eo1 ` '7,G9+1 Ik-' ...o. loan r5)" -r', - I...rr. el T '.R a,.''i..Y,. r ^E". AM.RS.-_ p' RA,y'q_Z'o NN:" ,� G,::_ ..._ .-- - -- 1�.,N..,c(} -- -.TI.As_ f',P} I,.-nR�ns,E�.' t?.51-('.TrATIEO:I'st�aY7- - ' .U�.... I : .. * ,.=. Z I - _ A. .'...wo - v._ ¢ j H. ale r 1, -., 1.w•rt>yrY i � {{ r rl � x ' / rheas / A - A H T , , rc.TANrr i . i 'f'' u s T. r� -' { !A $/y'�/,'�L_....- Via, / -_ _ i� .a -..Tit P r n..•IE =PaEE3 �ja p tJ !�!'. _.LUG- ]rr..i al e' i 1 I- :: Xrl S c / FT>7[ ah,- +LJ r' .. "_ ♦ .i - 2 " fµ N.. F --. -- __-_........ 5'... Ionc C7r cat / \ '.� " f wv.'• st J 'F �� S''r 3 -1-- M I ., _ 'I,;1r 4 A 1 `I R 5', - -- Q , i � 'Ji TI a) N L CO � -Cu O a) � U -a L cc::)) O 0 C .ai IM CIO U -0 -� a- Cn 4-0 C = N O (a � zn C C N 3 O CIO U_ 0E .� -I O a) ` O aim, L C ,I_ . _ (�V �R fir/ I CiP. r w l,MI rN.NK N-ilMAIR rF '1 P AAI ,IA,e.. ^MA• a K<N:W M -. 177, , n a =3LF'PA„:N V 4 ��..�+1iva Vr, :.a.r .. r.'ta. x. aLL p MINIMUM ALLOWABLE SPAN SCHEDULE s <• &�a:M --V ,,( -1. ... ANCHOP. SPACING SCHEDULE: 111. A OP MDIJN7 24 GAUGE MK ' ) . . a- ,.Iu .�r1 .. ., / r ! '� - L i S E 9 -, -m1= i,NbL / .. rn x I o b b` a o' S 1 I A � b I ,�i o _ _ _ __ _ _ _. _-_ __ -_. ___ S. a N V p u A O E - Gn . s i .a#f5 `'•' , 1 , ..• / / / rD'sa.x++c r .A i o R 'L r h ,. .. - s „ 5 - _ _ 4 tT', _; r Ess-w 3/4--HxGE D_1i___ E _'F rA-ny H. MIS ALLOWABLE PANEL SPAN &GLASS � 1j� ro5 G; �� Ii r_., I$v Y n ag y Roc TGN _ - - -' MwNutNLGa' - --,- --, *Fe^ -#--a +,1. ,Ii .. . � c •z .V "P ,, I rAH I.R' +, rr;• r., I:. µ,� d M. g 'bJ"Hewn, (Y G J :!' Y4" 75 ":" ?' Il' ',;.,!" t7' -' r„ �F DEMO! PyfP.S T rryiMirPC' 1 Y,rkMTYrr I.N. ,YRC• I '..AMCN4R ERKlSVt[ ,:5r3%t1K_T'FE_fe C4NFITl7t C0I11 IT ! .S L. ^^,, F kin .� ffi SEPARATION SCHEDULE. B,w_dl4-H94AH o D rr -- _. AY _R` LL s r TEE nF• v.` W N. . At ,n, 7%" 'i9' 72' 7S [Y PA" °H.. U1?a1:2+ arm ` h.. - T .T:.,, :,,4,: +rMi aAe ., a 24 i;AihiE PANELw 1 EaS a'U'Hnadaa 'r : OW$♦ ..-:•11 „ "•' rr-. r -�, -'_i .. axe , a '. I f.' 1�,1< 1 ,6!]" 4f "" 2'r 16.Q'1 I' I'.LT•' D .lC` i W LD =u ap' S rC O" 3" 7d^ __ - " - -_ - __r_ ,. _.. ,5 2r LT C" 2A" ]':T- 7e' W V3R DEwAT WwoN ,. - i .. 4 - ! --�q (D /! a i , i.. - Yi2 - _-.-. -. _.SaS e3-T';• Ir" IT, I' ,I- _AT "I : II- AT•' "7(.E.a IMT- •.-3J;i ..,.�=.m-...� I.,..... _ .,.,,, i..., i ..S'E'�:54'I E,N 1:x-t4 Ci E1:. l'-. i': ''"„It,, rrLLaN._ r.. w, .H - r1 e s - r : F R Ir 2 i flW 3.. - 3 AT , A". - -t[e W a :I'. . _ , r n .a' fa.'*1 a (r RMNr'1 N'.r ,i.y..P. < C _r. ... T. - _C y.. .. .. ., ,.-' If ^__� _ O U __LLL CC NNMMV',.[(IRS. CAN-t'V. A.""'F LIA WA_3 1� By(OPuI, Tai7l ,F '<4 z1 It � .A 4a 3CT- $3 jaEpgSi �_ � - �p !aiYH1,W1Nt1, a&d3F14LNIIAt l A+I rltzf 'S' - it' S9" ¢ Stf 3' 31' {a,� �� . . } .,. _uJ-u< :'•+rn - M �- U I - _- __ _ ,yy _. _ _- __... _- - ^' - - rya ? i f 1-'- - - - - _ - _.,.'„ ^.....- _ G . V : - � i'EJa a''iu,.nl _ . �� _ _ _ _ _ _ - - _ _ rA: Win:•, n # r __ I i0 1W rWyII Ab�MA E:»' 2T II- IV 3 1-e- _mil :I"r29- IF },,,J it 4 a1'. r.4 ..�;`. •.. - - -Z elf+ j A OaP.a�E 1,S A.;- is ,ITS ,.. 5 `6.,.. 1� k~�: _wz,T:..::A � O•atlp I b1A.Hd;rN E O -- J - ♦ Wit '- ..r,,:-. T I.P ;.iL O _ Dt vl-�N ,. , r- tP-• DP.4i AAmst 21' of S a P xu OCWNTULPMAOM "`� ti I! A,t41H,Nt ,,R1AtE t 1_ - m - r- ix T! d' • Tr S :.TNT._ _ -�a-C. , -_ _G z I. ,_ Pi4 4', - l4." P.I' F . SF :' , 3: 5f E.n g- 'TrF,LRII.:1¢U.Ai. t<.`� ,. C TT N c- - O- 3 _ _ NfC N _ _ -1: ::.- - - - MEIuv.LLu '. NE A11 CgVAlllf :N U N.a3>F {{ _"J.`YITIIF HH TV , rMuu` warn , •, f'Rt`lA+ _ C _ - _,. xl...'c •, u: a,' ,, U - SPAN !l RA•i L,yVa ?G'A6'3+rE :sR;-6E ,HAel in 49Grr ie.RGE A 'i TrAek 1 21' .1' A' $" !C- d� C Al, Za.LP-.Alr. J p a :d' d4" 3CP W .--If _ 4 ' 15 t-," r AR+rl-:.-r 1r II` ul ,- 56-T.T_r�• 3ad i,Flr' SineA sal MorrNr �i?3- 3(r' tr 33- sueEi kr � - - _ _ - 77 L.1L'IorEmmon:.' 1 j16_ i sa , s .4--r ca s�s• � 15.9' Y4 - i ,At- - --.P]t `tv ',+ ;,.w r, r _ y •R: t+eet ay" 7e' 25 I3' S1- 5,' 31' SL ?e' S3- 33` 'S4 y - _ 5 b I LA/%'�•a.­MM a1. NL.F_, ,.,P.,u - . .1 = I -_:` _ i Ps - Jam,. !u �� .r 1a e1;=ok, AtbN+ u. �rl ,,,,wN,A...,:„r.r„.., ,. ,.a ,::e,«,w-•,, r rar:r I r_. 'r I x a',6J D ¢. •( 1 lob," :in i, ;.'n,. e•�AI Tr'"ia.-.x a=a 11a1'.:-e 1, 11.. rc: r. Tawr ..r +:rv:r ,. H.--� 1'1M ,,... s 1 .f .°.., tPC O- Itl •tr it 1.y 1- fir ,'x_o )2 Iz.:; {Sc..? Azi . P EJI 13 ./SD I-lo 1.n _- d_iNr kro -__ 1.rti, iri _... F O A,1 I. a" ��+ 15a r � 15 - Ili .. IP 4 IS. fl.A' 1 • 16. J'r .. ­1 SC.. IE:1^ A7^ r LrR'• . rc-. °a,x: ?ur ,r ur c, r..,-. ..w.w ,.. ,., ... ,. ., } a!_ , rr' H - R - a d1u. �n -..r r - z 1 II €. 5"116.:/ S.L. - /. S,. :c.U' a.z' -PIP _. w .lW IY1.iP ur o0+s:n "16 in _ 1 vAA If+: r ay s.:a,.:�, (� - " 5 r..C_ �.' I1. L N �J--9 t_A el^.. .. Y�lsG 5:" 1 .Y .S. D' i.:' (,` e-. .. .ALC ,COD' ,:'MN:'CN - 1: - ., n,-14I:, .,. +•r.I:nT--w.- .� n.. cr., ur: ..r •.:.a »^ .�^. y w 1M1 .r.''v`^,9.'. p e :NLz: - _ I.- _ _ As"I "x .: _ - .l Sa 4C166m hDe rr< :ii Sri - :p. -..a ...rim A,aE'.'aC•. ,. ,rA:art [� 3 l4 er: H.IIP,r �+ .., A":ri b^.r X _i".IEC L-. r,' __ +.i.I' a_ r4 Hr, .. 0 f I ": w-:,_ x,.= S A,MN.IRwir r. a s}I 5 s q O L : . _ `` •;nit -s+;.* r.t: ,., s, I,: ° -- , .,, Z a v n-A..r _ 1 2 1L' (o AAFZRMT_9liaagnf H- ; _ _e ,AP F.._-�: e.. <.I r, a - 1 •.ti-_. +,a• 5+'+.� 5� •^.^L� -c. -:.t v 1�n". . c.-. -.. .,.:_: �,. MX a t +r: .: - _ 1 ' __ _ .s'*'u. s9 s ' SF' 4-'� 1:3.3 I b .1 ti..3• a,7 +_I- � i w,:..11' a I i.. _-c•M..:ar, `¢y' a •/65 S$Nm loll �, -,rI _c.w, Te:.+ ,.. __r. rv.,., w.. .r 3r..-. -- 1� �1 _ - - _ -_t--` -- Q Plr:n�'., rrPc 'w 3[ �..O,r � +A tr1 c..a. �a 'is /r ,� _ - Lr1 » F r x - - __ 1_ e I I � rq.1'-1' 1: 3' 1.7 • ,' E',' 4 ' S J Aa aTa A y 11 _ - , l rrn !Har4',T]•x t' 1NXA 91NLa T1.. ,♦: Vr'. N,F: r•R x.,,.INJ.,,A• vt �' ► - '% ID ...r. 6 I2, ' 4.1:,: nI _ 1... , 5 ._.t - G i a :� J- f rl' T' ,. r.1..' rvs�f--:') - rLi i[RIK4nOOR NOUIR YRroM 'a • • 2 .NL.tna z-awn N �. r,'. id }] U.n 61..ry : w+rn -R W ® > t S • tL G[S IAMtt YTaF ,wr - - 163 $ v>H A 1 v�aom - - --� ,Yon-+¢ A' .! ,z , a > iU) ,x'r mt,/NM`"�`�NefNM- KF'a'T4Hr ,iw i = .. '2=` AI+ , _ - �''c. r ANCHOR NOTES: E l l� < _ 2 GLe,M TYPO ii < _ �S�( Oi[T'K t;.<•.._w�A[:41 •v _.ae'Lc,u> u A,,.aA. <-nlr. a.:1w. S i.. • i E,, f i" 1 .`, P .r i _ .. - __ _ 8 -.> f,T .v'� WrH 'a- wAu xouPn sEcnMN :;,w1TrrA r+ - - o r-LA-iH: •�..- .,> :aA •Amw *.n. Nfl tit g 4 „j _} . „ (;`,: `,f, a 'I ILM:iP. ?:,:xr€a ulT AParl.Ie.".: cf +JL.L PR-.'=.,a:ti is l:E'PITIIfEIEL IP. cEPr„ nun°vL. Pka'Icrsp g y g _), ;I .0 ,N, Fh d ++ .: .., y= - a '.. .Ay _• _ iX Xi. ;Rxs- Z - �; .,Ni Il`lt` :�: l IrH P All van . ,. P,r r M Pa - - r. T- 'I F yL"', t � r: �Aw!_ ,ter .H_.:L- SPAN SCHEDULE NOTES � � � 3 U I, _1.:,..N - ^ � � .• a i-,r4 1NM M uOWAsx L w : ..Na. A .,MUM ALLC1'WA9LL. ;LnS AN E sufEU IN: {.A cL gCD f n • • p4 P.z _. re + - .R' v :•,:I I- i.L.. L -! n t FNITF SPAN SCHEDI.k.ILS wIT'H NEICIATINt' p -:-. w r. ,cu:oN •- _ k'+" _'..-lh F'+,I'I �'F''DIlLE tiNn L..AVPLr - - - zQ ;� .x--t_ _ a lka-s:) r.mrr-vr :. 7 -. (� !P+ © u.wxt, _ _ _ _ _ r' .�,r,.=A ANt;rrte .n,*E[+e. LE er..>Ec c+a vaw.T 4,rruEn sae rt,, ,r',E r<I ::ems.+:.: e,: II;.E V i 9 w:hN .. L"�•= X v. a' : w 1TL: "`P; "11 r .-Tires '�3 F•E A DESIGN LOAD 3 PANEL FASTENER' 5FAC14G Tv 1_ 4F .Ir,,' . f ., U. NY e_ ,tt H?: T"""""""'"' - " _ - �.� ,f 2 '__ _ - !'. Er .A:�_ R V,,,,_ "M Y t 54:..' . r)R1] ' II ,,A, �.REI`v3T_ry trlRr' (k2 Li';,I.AL -'] NEC .Ti VI� Jf i1:. J .-rlw-*X�DM- rrrL AWY v.HY Q. DETERMINE MA IMAM ALL OAVaAIE ?TOPM PANE. EVE t "✓'3'" 2 ♦4l iii: �.. R [ W11 SPAN. Si.s=DUCE IS AC'' o" BIE FOR u.# "E; I I I AvcTNT W __ __ ' - -,'LU f:W SHUTT,AR $Nt _ ..EC' II'.,N GW ER THAN LNI Er1..AI T� cMU'TEk STAN.' ELECT W P-al 2 _ - ` T 'fF1' __ n. )_ t.• •l- , JNrf- �Y TYPE Sa N AOPIZUfR-A ".,XN't[k-'Xv'Cd '-P.' rcEF !•40CNT1 , ,IE-:iL5 0': Y w /, P rA,•-r, 11 •,111 - ,. 1 �?TIVE LILACS LESS THAN OR EQUAL TO I I " . _ /°` < ; CANT F .:N'.T x`hEL.:CrJ ^!t _'I. 'h - •:S,E -.. t- Y 0. e 4'x hELA7TvE PE9 w"[ Ll `ADS. i I a . r- .. -.♦ ,, r' .xtr r+ :'r' =PANE FA ST P ' ARE SPUDS USED y 1 . " _I >~ s Inw y.a rAHONN " _ t, r' c 14 c n1 it rJ �M ,.r„<N:. J r L- ST E 5 .,fD 1 I t. , _ _ __ IE:FSrENWO'ARF STu f'._..ScD 1N Q^,rJ7UNr'IO',AT AL. M,SLt t F'r"AUSIOAC Q O a, PrT.y.n rn..RRa, %. : F-.I.. - M,W' a. M .Jm,urn. J 8 ,,, ILA"' -1 .1I,S'U7Cc --tE. ETC 05E c t_'O C PLIJEL r-_IL 11.11•1-,.._P L-1,- L A4r+r.T- �.I'll....LA.. :Ps`T'! : Cl7N1U7K7?` Wi NA[L MQUNTryy EX1A:1- a_a', x 4._x � r ,( - I•I,- .... -� n _ 4t -- - __ - C MEN[. SIN , �w���a__pp}y��,, . I'F` TRACK. STUDDEDl ANGLE. ET: : USE E •[� --. a-_ •� } iLrrr� ,' i - D ♦ V FL 71 ' -v' Hti r..-: (.'KLI r HL .� '" - cIk111:(RYS .� - Yry(y�- CY l;. PANEL FASTENER SPA[ ENG TA9EE `VALUES fEj{1 _ K }- K-'-'-- - _ r ,'-'I t - ..0 IJ 7 9 0.5ZHAL ,I M 1.L.ED IN ACC'VLt., E111. 1WI.,wA:' UkE.RS ;EC!M. >s�-T L ALL'H'.AND'U'•HEAb€RS {INCEUDING'eRIIlD �7lrT 1 r/•,•r.1R'rNNr y y"i 1 -.�'I 5 r'JLi,C tefiLL [ham-1 .>1Ri.,C U'2E 'MALL .79 7iiM TC fLYTJH QX BLOCK. it y t F uT - �p _ a•h lNr] f 6'OPi OrTIOrd$) ~ N it ALL KIIMTS W U0 SR +- '1- 2 iL :'` 7 ( APffi`.TIV1M BABE.MENi :,sdNA.CL FE A,S t(DT€Ls T'F 0.NCW�DR SCDlEDVI„ E, n S' & C l :.. - :- - • 'II<rvH,cJ 1 N ?. IN AT' cN A I, , _»,a,:w mr n'u: E II p .L] • ,- r.N In.al.: ..:'_•._-+2.: 1..':_ c-Z'. r,w0r,V?4 EHSEDP1E3vt aNLr F.f1':F nTSyW.NC_ ,.P'_LUWS STUB;J, It,.]A M. L'FIC F, AND ClT:�ME T'e'l to I E y i iJNEA NTEn 'jl, ION B_ SEEM LG D$tE W 1 .T tlp _+- -� I'll 1'-1, r: �a •yT1 ACCEPTAB:E, OTHERw15E, I7'Sf NF%T HI4,HEA tl:ALl_ t-d_.A€n. f_ ± ,y, ,1___... _' .__ I _:ENL^Y -5 '.'Alb FINF`a La $HAI.L'OE L!F•UTEG ACo S/4" MAY, r1R 51'IA.L BI[ 'd€Fd FI[C, Llo'ratHEF l0I9 g N, the R.� �,' 0 a) ` . .xl :i as 4EP.T.•rs.. & - -_ t w T MPi „_ _ 16,",_-�- 1 Its t (: n ,a, TulaE' _Ct = a waH•r -A �:-r n,r .:✓ Ui. dT.L. T"+AN�FE(e LOAL_, T_ fU PLN ..,� :. 'a t =i r r� I - Ir4•.l Ur eleEO --- _ _ _ ♦ s.q 1 .� f'N4--' [` cnE.h "i'-.:l ['E EMKL;D L f' . Pt-,°na_ArCtir arPe'; c !:WLv. , _ d ii iI GIAS5 SEPARATION NOTES. l * a- •, I i - - - - _,_ 4 an :' �N � 1TE; I I2 ■ ac. , (/� tt S _ 1aI NFwAi rA%Hru . • a 6 - - q T J 'l, NHEHF %'k'TL1C STR.P' LRE b YtiIQD FFA14NG, E'!15'i rdG C(XJDITIOT•a` A:AY 'dARY. ^'ELD �y Sl� /Ian _ g# _ t Y. ... ,>•4. - _ 1 - xis._ - ryp, L cH = __ - __ - 1 3.3-� i[P_IYTHA ASTENER- jv]-D (XN-..E WOO FR,Vq%G HEHEIFN5, NC`'-YWWD rA�5TEIs%G ill `., t3 E: fit" _ M. l ENTER s1AA SC.-DIAE WITH POSITIVE DESIGN LOAD TO DF7FRHINE i . Y y y - - __ - - -y s_ WOOS, IL6"fFTAetE c7P1.1 'OP -QE CLrNURE PIE: F5. �, e L `�/ '110M ,i:.P c NO �,.; s +iu MIh1HUM ALLOWABLE SEPARATION FROM fi +; EN?NG TC BE PNO7[{TE-D \ - :, g3S IA) . 3I - _ REQUIRED SCHEDULE LIZ-_ --. ..-__, -_- _+I. OFFR4ftk I':I I-(Wn. Y(X'..aT�'^:!f_T,"t .:�ST/•v[:'S K.CEFr'L3LE ='mow-X.`I: MB :? �MM`B - _ a?s`r>+� Sxx F3F E 1NTERPUTA T[UN B€7'wEEN LGA['K IS aC<EPTABL_, CITHFRY: tSE USE ttEZT H?id.EA �•.n +x ,..Ftr,v", yy- ` h y ':L',-U,,;l s+Y-AD $TUC S+R': BE 'SOv `I+EIll: PIN:' U.O.SS 00. �:'E., ER DF WSiTY LAG' El i r r M_11 I j ;_ . ^P+' n' _ y if C .'.E' r-_ /'_ la LOAD °1 u0 F' <•U.L, HAVE PIC LIPS Pall HEAD CFI HEX TEL i I Y 1 ,L[ : RrfP3 BS�- ill F A F P c .9 G� r' Ii �vu ], FOR IN TE, WIN ZCTAE5 FI OT I{E .3. ANC LAI SSE O E._'�MT?AL y �• 1i E 7r _� AVV^_ _RSARE DE 1" IANE',1MEN ;.L:PIENT 5-7H EARS a DTI. f RUSH a.G �� Pe .„ 15 ` FACILITIES 1N n$TM 4VFNO 2GItaES I HPC1,R'H �, THE GLASS :aEPAN'AT36'PN t ,rag m1R',r*-q. +' Q°WawMTRwa_Pr1. r I[ R `eNE SORE r6 VIALS. HAI:Y If.' MINIYRJ FI FNGA4E•1ErIT :]F THREA G5 INTCr THE WISE PWaeU.mRENaR W • A a:"'Ip. H.¢rl. 'i^r. � •. T ZC+!EDULE ES N41T RE-QUtlAE'D AMD M4'J MIC/3M13PA SfPRA:A1iDN F'WOr4 ttP1E' r.r,yn.r a ro: r ,nit Aj. ILt7 AN,. MRY E,104 EITIA,N A 1 ,E DFSTATFid Ex HEPx7, OR '0Ya u HEAD {,. ,FI SLY:') U N!1 J `"(HY`��_,".&,.r 20-31543 PROTECTCDCPENN IS REQUIRED .,, Ko- . ,✓} a -,m.'^+< 0- 1,s43 Et. nNAIIM:7M EM0c"ME-h7 ANU EM'E rrbTA')::e E]FC UI DEs stlm.+s:0af7r�{ER .L fHPdISHEs. M I J:'Y.-:`SILL rf-t. rP:AT,f yK�Y-V-- f Y.:7_`rY<u � (. .•C--' 2D-31543 • ro: ; �A r _ a. t .rAyrr.r, l , ' f 71.10 O vT 6tCFJ 4i.HOR '"I Tl,Ar6 :tiHrU+1 APE NOT tf'^WL'... ABLE L'$Ea. - [' :I; DES-_T MSb1h:IYG t_L'ReD[ [ AL Q / />OPTpWl10%POTTgIeltM1RE RETAIL ', 4MaLmiummm _ NE.AL;NTERf_�-I'.'f: 15 Ar-1 FEN-.E:'-P(x. U5E wiTM TwE 1111ZHQn SID-EGUIw$'J$7ED ON E!� �x L N.LI� •> y r ry,.,,r�g TT� s ! M OPTIONAL EGRESS PANEL DETAIL 7_71 S _y F c +^ ` ` r;,,; , y y „y,y,yy '`" � r'LPTIQNAL INTERIOR FASTENING DETAIL INTERIOR FASTFN[NG /� - 5 _X'tIP! IPN.N,HI,rl1 M,a �I N.I S-S C� z Q J SHEET NO. SH 1051 FOLD UP WEATHER RESISTIVE BARRIER & IER RESISTIVE - 3ARRIER 3ARRI WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING - - - - - - ---_- -- - -- - - ---- - -- -- -- .0 WEATHER RESTS BARRIR� ,. SLOPE 0.3 in: 12.0 in R703.1 General- Exterior, walls shall provide the building with a weather resistant exterior wall envelope. The exterior wall envelope shall j V ���11t►►► TAPE EXTERIOR WOOD FRAME CONSTR. ..;,;,,,•; >':_i?; SELF -ADHERED FLASHI ............. 3/4"'-1" BEAD OF CONSTR, 0.6 cm : 30.5 Cm ( ) Include flashing as described in Section P703.4. 9 Q� 0 -6-0 a SHEATHING BY LAPPING DOWN "'''''''''i;; ADHESIVE TO BE APPLIED UNDER - SELF -ADHERED FLASHING C Q1 'Q Q 0 OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water The designed L _ CL NAIL URANU UH LUUAL WLAI HLH EXTERIOR resistance. exterior wall envelope shall be and constructed in a manner that prevents the accumulation of water ca 2 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 -+-� WEATHER `. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. C =3 cu c (1) V ' RESISITiVE 2 -0 BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 0 2 _J UNDER DECKING (SEE DETAIL WP07) SUBFLOOR i ' : - approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, 5-C SELF -ADHERED FLASHING with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other a O approved materials shall be installed In accordance with the water -resistive barrier manufacturer's installation instructions- The No.15 asphalt to cc CQ > HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST felt or other approved ,:later -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building '- E Q) 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for appendages u1 a nlanrT r to meet the requirements of the exterior wall envelope as described in Section R703.1. L.. •(2) 0 M �- THESE DETAILS ARE GENERIC AND C -6-0 MEANT TO SHOW GENERAL FLASHING flashing installation 2. Self -adhered flashing plus head flashing under �' /- r R703.7.3 Water -resistive, barriersWater-resistivebarriers shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO BE USED. weather ressistive barrier 3. Fold weather resistive barrier back over head 2 sheathing, shag! �nciude a -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The flashing and seal with tape U individual layers shall be installed independent) such that each layer provides a separate continuous lane and an flashing installed in Y independently Y P P P Y 9 accordance w.th Section R703.4 I irtenced to drain to the :eater -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WP02 SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: J\lhere the ,,ater-resistive barrier that is applied over wood -based sheathing has a water resistance p PP 9 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal i0 or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, n substantiaoy r10',4°ater-absorbing layer or designed drainage space. � EXTERIOR SHEATHING -,t E�cTEwoR SHEATHINGRUBBERIZED 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED MECHANICALLY FASTEN IF RUBBERIZED ASPHALT --\ NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE 3L CEMENT ADHESIVE TO BE APPLIED UNDER ,� FLASHIr�KiJAMB &HEAD THROUGH SELF -ADHERED FLASHING R703.4 Flashing. Appr(:)�vred meta( Ilash,ng, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING shingle -fashion Or it) accordance with the rTlanl€faClurer's Instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes m _; 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME REFER TO TECHNICAL 1 . UPJAMB 6".USE LIQUID NAIL BRANC OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI)7 SCORED used as flashing shall be applied in accoi dance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the building framing N L'•�� h' LETTER ON CHEMICAL ', ap entry of water- mto :iie %,tall cavitv or penetration of water to the structural components. c X WINDOW COMPATIBILtTY . ' ��_ RELEASE PAPER Self -adhered nlenluranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with �' t L 0 FASTENER FASTE 1) SEALANT AT SELF -ADHERED FLASHING _ _-.,'_�_,,, -s SELF -ADHERED FLASHING. --e t (BEfOREFOLDING,SCOR£ RELEASE PAPER TO EXPOSE _ ,, the building wa ,� ith a sealant comply rig with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and ev 1. • L .° , L 4) SEALANT JOINT :: '% • ' WINDOW BUCK TO OUTSIDE EDGE OF •�' - EXTEND 6" VERTICALLY FROM ADHESIVE AS SHOWN) contraction, AS i V,C1281, AAMA 812. or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 0 to MASONRY WINDOW BUCK .: - - ' BOTTOM OF flashing in extenor walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 4W Y z)sEALANrJOINT 5) SEALANT FROM INSIDE EDGE OF • THRESHOLD shall be installed at the following locations: K_: .+CC, WINDOW FRAME ; ; ;' ` -, t' ACROSS WINDOW BUCK:'. WINDOW BUCK ' . SECTION -A (SEE DETAIL WP02) = Q AND EXTEND TO WINDOWFRAME • 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall Q p .5; Le MASONRY ATTACHED PER CODE ° SELF -ADHERED FLASHING • O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings N U a) A 6) TOOLED SEALANT REQUIREMENTS �, 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the a .� C BEAD BRIDGING 2 _ ' following 3 N 7 CLADDING AND WINDOW FRAME 3)SEALANTWINDOW FRAME WINDOW Bl1Ci(ALL THE WAY NAILING FLANGE � � SELF -ADHERED FLASHING 5 4 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 g g ca N , AROUND.INctuDINGSitI� _ y' 2 DO NOT FLASH OVER SEAL TOPS OF JOISTS 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent � i? CL LI! BOTTOM NAILING $ UNDER DECKING (SEE DETAIL WP07) � drainage. Openings using pan flashing shall incorporate flashing Or protection at the head and sides. FLANGE ,2 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 In accordancewith FNiA. AA�1A100, FMA,f' AAUA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMATWDMA 400. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WP0� SELF -ADHERED FLASHING WP�O FENESTRATION INSTALLATION AND INTERFACE INSIDE CORNER 2.2.At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on Loth sides under stucco copings. Ground 7 3.3.Unu'e; and at the encs of masonry, wood or n-etai copings and sills. 4.4.Coritinuously above all projecting wood trim. SI-EATHING 5.5.Where exterior porches, pecks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At'."-tali and roof intersections - Water Resistant Barrier 7. 7.At b�Ii;t-in gu,.ters JAMB, SILL AND HEAD DETAIL Lath - APPROVEDDHOOUUs -�,�_� THING SELF -ADHERED Fr�s"'NG ` sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCTALATHTWIN TRACK 2.5-----�. sty FLASHING AND WATERPROOFING METHODS TO BE USED. 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME • °" APPROVED FLASHING TAPE DOUBLE 3 2 a a ° q.• r a _ 7!8 Cer.Tent Plaster "V" SEALANT SOCKET WiTH JOIST as " .'• . � •- TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST 1 Foundation Wall. °.' in HCtrlrtnGB with ----- 7/8 " Cement Plaster BELOW SELF -ADHERED FLASHING .. . ASTMC926 e with n accordance SELF -ADHERED FLASHING 2� • ° . q. ° • •a- ° - .... , S C926 .... - Felt backed rTTP.tal r lathe in accordance Felt backed metal ' SELF -ADHERED - SELF -ADHERED FLASHING FLASHING 3" MINy 4 ,, * k i �. '..-'^ ' lathe in accordance with ASTMCi063 +'�r /� w with ASTMC1063 �\ r J I 5{ rc;VA Building Raper Building Paper > - 1/16'OS w B. sheathing 7/16" O.S.B. �t ; `'� fl sheathing SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING n DECK JOIST WP07 OUTSIDE CORNER WP08 FOUNDATION WEEP SCREED WP09 \ �- _-- --Melt g EXTRUDED SHOULDER 1 Flashing ) -" y! _ i +CIO - Weed Screed �' + SELF -ADHERED FLASHING 2x FRAMEWALL STRIP OF SAF LEGEND Installed As Per 4 ManufaGt. Secs. 4 ,', , PRODUCTS DETAILS TILE FINISH _ _ SELF ADHERED FLASHING (SAF) ti Maintain \ � t� Stain ede or similar Botto-n of ' � s p bottom F_ DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT cauk Weep Screed �. joint only fn WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK Cn > BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- -s- BOND BREAK WRB SELF FURRING (SF) LATH - ��/r/�,- \ 1 1/2' t0 2" �� !� � Above Roof Weep Screed =- PER THE FBC RESIDENTIAL 7TH EDITION (2020) co I PLASTER ACCESSORY SSB'heathing Installed As Per i 1'-4" PER PLAN SF LATH SHEATHING,'O, PLYWOOD. DENSGLASS _ y Martufac;t. Spy. � `~, `• co Detail Instructions Refer to the number marked as # in each detail that corresponds to the z 1' -0" PER PLAN :,• wRAP DP WRs ONro THE VERTICAL TO TOP OF � ') ,�' ,, ' ` `' ntitious 112" CenTeDecorative Finish Cement 'lasW 0SURFACE L. numbered items in the list of instructions below: FLANGE AS AN AIR BARRIER in accordr-lnce I `` SLOPE 3 tr2" INCH FLANGE .` • with AS1 M( 9i Ci ,o •.. - _ All inside and over wtx}c1 end ��' ' 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water ±~heciriin g 8"CMU -- " :y -- .•�,. outside corner will floor �� °, / I need to be miter Q . g laps 4" OR 8"CMU =- • - j � `' 1 a� •q• Gut and caulked all I i f �' !,. '6"0 U 3. Self -adhered flashing can be for building r PER SEAT DEPTH � � ; .,� ` butt joints need to substituted papa - z z ��,-- STRUCTURAL FRAMING t ;.1 • i- .I ., becaulked using O 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT = :. d a ' . yQ STRUCTURAL SHEATHING ..• , -� I \�° ' Stampede or Sim. S� mo embedded in the adhesive layer) - for ease of installation and to (C Lu W THIS GAP IS A RESULT OF PLASTER STOP , caulk for all minimize SCOfIn cuts g e - . _ a tZ NATURAL SHRINKAGE. STRIP OF sAF Ni r 1 �- 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" X 6" :• r = U) LILI _: •. -- . LU °° NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE VlRB ROD s SEALANT --,•. DRIP SCREED PLASTIC BOND BREAKWRB ". Minimum) 6 ° W SLOPED MUD BED ACCESSORY I 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to -- - :: W ViNYL SHOWER PAN _- • • = SF LATHUJ CA I ' - - -- - - ---- _•_ -" 11� �+ U) CU W fit tight to corner p :, ` f .�' Note:CU 8. Mechanically fasten as necessary. •' SLOPE -' • - - I - ( i, , j_ 1-- - �- �= r The building paper and metal lath must be cement - r �,� - installed Over the to of the wee screed. 11' 1 - P p i w _ PLASTER STOP CONTINUOUS BACKER ROD A Plastef !�= 1 "T �, over block l I- J, j 11 �{ Q Z 4 o 4 d&SEALANT 1st fl�noi CEMENTITIOLIS FINISH /1 0- t SHEET NO. SHOWER SEAT WP1 1 SOFFIT/CANTILEVER WP10 _WEEP SCREED DETAIL r__r SCALE: NOT TO SCALE �_ _WP 120