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Home My WebLink About6246 Back Forty LpABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRIG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONIC -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 FIG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR 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 PINT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL -WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: II �A = STAIR CALL OUT --'' HEIGHT OF STEP DOWN (�1 = FOOTING CALL OUT - SEE FOOTING \� P\\DOWN STEEP �:,.:/ SCHEDULE CLOUT ARROW SHOWS 0 = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER lllA9 = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR �-/ SCHEDULE ELEVATION MARKER 1<------ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 F----•--ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INIT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 ;SHEET Al SECTION NUMBER NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW, ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.l. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-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. L E N. NARsm LENNAR TAMPA DIVSION 4600 W CYPRESS S1T-, SUITE 200 TAM PA ' F L' 33607 813.574.5700 1871 ATLANTA VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1 ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO 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 WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.11 WATERPROOFING DETAILS APR 0 8 2023 \/-A rq\ Virtr1al Review Assist. Inc. roved Mans Review compteted and app for compliance with the 2020 Fu 7th Edition hj Debra Anne Mahr OX2300 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. w LU Q W (n` QY(D W_jox )u-50 _j? <d U ja'zpzoo�¢ (nq)rLQgO�oyoo-zp p uFwwW�ax¢pqOZujFzWQ� W W�0IL ow OO¢ 0 n �LLd O Q N W "hf � >ul�C) (-r) c ) < V J ul Camn LL <V<00 z 3:F- WLij d., N N N N N N N N N a o 0 � 0 C) ci o6 6 o Q ca r� ca c� o N N N N N C^d N O7 47 d O op N ch Q O > w a J T a z CS uj N LAST PLOT DATE Mar. 26, 2 z � COVER SHEET Z z WG�� WO fn w ..r" 0 © ❑ � 0 Z Zw =m©� Z QJ ry 2 ZEz� ram. �zz a� z 0o Lu zz -- d n z z w M N O I I rr:.lI, I„iIL.. Yi.., ',i. I 1 -T -T-,r_T. - -T--- I I -I T_ -i"-1 � -f��-_ ----'- I I i � i ,( I � I ��•� �'�.I�I I� �� ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 r i� 0 m 0 st 00 Ch'h C? _ a v 9 5r VLL 9 M � A7 S3 o ELEV - IF 0' 30'-0" I 6' X 3' 5'-0" I '-2" T-2 " I 5'-4" 4'-8"543-4" 2'-0" I I HB 0 ❑ ❑ ❑ ❑ ❑ I ❑ ❑ I I I B ❑ o T I CV ❑ I T N ❑ CJ LAV — I --------------- _._ —_... SINK — _�-- II II I no (c� II � " 6 � ❑ w ❑ Q II 5 r j 5'-3 1/2" 15'-3 3/8" N ip D {� CC — — -- —_ El S3 rl T — 04 a® II 10 — II - '77 II III - 11 ELEV. I 8 I (-) 0'- 4 CJEl H I—F-- — �1-211 a- ' 0)-- rn WC to II T- CC S3 T I @li I 9'-10 7/8" 10'-8" CJ — °> CJJ ❑ ❑ a ❑❑ ❑ ❑ ❑❑ I J ❑ © I S3 ❑ I I A o — — — — — — — — — — 7'-4" I 1'-10" 16'-0" x 1'-10" 8'-8" —10" I 21'-4" 30'-0" 1010Y rm�ELEV (-) 3 1/2" _ "- 9 U Y. «� A7 FOUNDATION PLAN - ELEVATION B 1 /401 = 1 1-011 NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 9 io 0 ;r O ;�r Q It 9 d NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = 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 PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 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 44 ICE MAKER LINE 5� SINK - KITCHEN O REF O WASHER O W/H O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 811 x 8" DP (1) #5 CONT. B� MONO FTG 20 x 20 DP (3) #5s CONT. @C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY D MONO FTG 16" x 12" DP (2) #5s CONT. APR q � 2(123 tlirtnat Review Assist. Inc. '4 Plans tteview coMpteted and approved 001 c omPlil' nu with the 2020 FBC 'Jth Edition h2 Debra Anne Klahr PX2300 M AM Q 9h' 4' °A. N�,' Lo 6 J 0t,�frr °a ° ° Q 0 e q, 0 z N E L. L o UJ } ) N -0 -0- M � /h 1 �._ = p � U ug •� _ N C m m 70 a °CL W 0W t7a wpf �¢� �¢ o z W < C 0 Ld0< Y r 3` o ZLL ZZ_nz`�¢ _ 0 Q G7 �W� f7�°wOOmZZ U UJLLJ�z�-pWp CL Ui O Z LL —iC7p°�'- p� d�WoLj WWCI ��1n�C °a¢ o o a�¢ a 0 N Z W CD C1 ` M O J �Lq ro 00 I— w W_j 0CD tp N r'i M o C, o N CD N 4 N C:) a (p 0 00 (3) r CO r C1C) r � r O N p N O N r N Q N Q N O N O N a Cq O N O N (3 N C6 CD Q r Ca - oO C) N t- M C7 4 C' ' Cl CT7 Cl t3y d O r C7 r N C1 0 Q I I Cr CO Z LLI o W U) © �y ❑ ear%O o � }W �FH I-- m =O I..,. �z ru zxr--I IZ z z 00 Z LI) Z F—Q0 ( a z A 1 111 WCl) � N T— N 1 LAST PLO;'" DATE V Mar. 9, 23 �I O FOUN6ATION PLAN B J w NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS _ _----- 30'-0" _4'-8" - — LINE OF ROOF - ABOVE tHD CONC. PAD E02 -OIL- SH 35 ' HBt AT T-4" `� �i 1 5068 SGD 00 1 I FAMILY ROOM DINING ROOM M 1 1 T-11 " X 13'-3" 12'-0" X 9'-5" 0 1 8'-8" CLG 8'-8" CLG 4'-8" 3'-8" 5'-11" ,- 4 6'-9" T-1" 1'-11" 2'-4 3/4" 1 I 2X4 KNEE _ N 6" PLUMBING ----, - WALL, TOP STACK WALL AT 34 1/2" 1 ARP TILE REF ` KITCHEN o I 14'-1 " X 9'-6„ � DW qr 8'-8" CLG — SINK W/ 1 DISPOSAL 3 o UL d A7 2 2068 HOOD/ RANG 1 � � PANTRY ` 00 4" w wI00 u' PDWR RM 8'-8" CLG 4" INSULATED 0 1 — — — 20 MIN FIRE- BRG WALL PROTECTIVE -- - — — RATED DOOR W/ WEATHER STRIP BOLLARD LINE OF - _ FLOOR — S3 ABV INSULATED _--4" BRG WALL ' LOW 11 SLOPED ----- 10 CC WALL -- S3 9------ 8_...... TWO CAR GARAGE 20'-1" X 20'-0" 36" HIGH-- 7 CONT. ---- -_ RAILING FOYER 6 5 - D RPET ------ 4 S3 TILE - - 3 _ _ _ _ _ _ _ J __ LINE OF GARAGE IN 1 2 OPEN POSTION I UP � I i I co CD 3 /2" H 1/2 34� HD AT T-4" p M T MP.GLAS 16070 ----------- - -- ------- � ENTRY $'-$11ic4'-4" I LINE OF 1 STRUCTURE ABOVE 1 -4' --- ...7 -4 2 -8 16 0; _ _.— 2'-8" 81 -8 21 -4_ — I I 30'-0" _.... --.—...__. 9 A7 FIRST FLOOR PLAN - ELEVATION B 1 /4" = 1'-01 1 7 5/8" -IB B S6 J S6 VAIWIWIII 9VZIM, NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '187T FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE (�At7 TOP AT 18'-0" CL o 0 zt T N r N N M ' [n i�._ N - M A3 4" o - - OWNER'S SUITE 14'-7" X 12'-8" 8'-0" CLG LOFT 14'-7" X 9'-1 " 8'-0" CLG A/C RETURN UNDER DOO v M 8" 42" H.- 15 FRAME N LOW WALL - WALL 14 -_-- 42 H 13 SLOPED 12LOW --- `� WALL 10 �v 3 - ,- A3 _ OPEN TOLID �--- BELOW 7 iv 36" H. 6 CONT 5 --- RAILING M 1 2 l 3 I ap I I I I � II C SH 1 2 34 u HD A T-3" 811 d� FRAMIL WALL-i--�_ 4'-4" 4'-4" 8'-8" E 2T-1 1 /4" W -a, J 110 CLOSET AHU LINE OF ROOF BELOW R&S .. 1 OWNER'S BATHT 2668 54" 5'- 7/8" 6 LR I TB LINE �-- �� W.I.C. Icy w LNL S &R I - (2) 2068 BF R & S 4'-10" Y-2" ' 2'-11 " L1111 T-4" W/S AT 2668 60" AFF 6"�] _..F 22"x36" D UTILITYI 2868 ATTIC�i ACCESS 1 0 6 WALL J---h U IL 8 A7 W W U ~ DRYER 2668 0 VENT HANSEN BOX 2668 R&S 1668 _ (2) 2068 BF () 00 1�4f' SH N BEDROOM #2 10'-11" X 10'-0" 8'-0" CLG - ID U) N ~ W F- U) ow 2'-10 1/2" 2'-10 3/8" 1'-3 1/2" 4" 61 WALL BATH # 7 A7 TB TPr � N R&S (2) 2068 BF BEDROOM #4 BEDROOM #3 9'-10" X 9'-11" M 10'-0" X 11'-1" 8'-0" CLG 56 8'-0" CLG TYP. 4" SH 25 / FRAME HD AT T-2" SH 25\ WALL EGRESS HD AT 7'-2"-- EGRESS 5'-2 3/4" 10'-8 1/2" 6-43/4" 21'-4" '5i e SECOND FLOOR PLAN - ELEVATION B 1 /4" = 1'-0" S6 III S6 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 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB p = FILLED CELL W/(2) #5 VERTICAL p = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A❑ 16 AT 7 9/16" 16 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 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 BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) APR, 0 8 2023 Virtual Review Assist, Inc. Plans Review completed and approved iof compliance with the 2020 F0C 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 aJ M a �•` 0 Grp 00 .r[ s A. W 0 W d /t/) > O o L '= %0 VJ U M � ai N 00 y 70 ,,,- a CO E r o u g .� p $ o aN E'2 a LLI W w wW~ W�W o0Uj z O= LV0L () _j 0 W 0U) 0 X00mZz 0 ¢ 00 O Z p0 ��ww ZLLX<0 OW �QWpQ -owza =, 4 LL d0�ot wQ u- 0 Z LU O F-- Q �n_ o ~ a�U_ _jLn ¢LUaLn In- r1i Z> U3: 00 W W Jo 0 0 0 r7 �t N O N O N O O 0 O Or o0 Oa C o a 0 a CV (V N N o CV 0 CV N N O N 'Cfl O O O 00 O N T-- M O d O T- a o G CD� O O � N o 0 M 0 %f' 0 LO 0 W 0 I -- � r M r v) % Z Z U) W own .0 ~w 0 6- < -0�W=H Z�I- 9r. < MaZ 0 Z ; W �nzW T—I (,- Z.Cf Z 2 L)ILgul d Z � �Z �d00 r ■ z U V CL 0r� W fY Z a W J LLj M O r csj LAST PLOT DATE > Mar. 9, 23 ■ r Z0, 1 ST & 2ND FLOOR �, , j PLAN B STAIR SECTION 1 /2vv = 1 w 0vv ASEE SHEET ST HEADROOM IN STAIRWAY R STAIR DFTAILSI TO BE 6'-8" IN ACCORDANCE f—j /' 1O" "J"NO8|NE; � ~ RISERS CUT FROM 7� 1xMATER|AL TREADS CUT FROM 2xMATER|AL STAIR DETAIL 1 /4vv ~~ 1 v 0vv STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE-AL|GNEXT. FACE OFSHEATHING mx EXT. FACE OFCKAUBELOW 2X8#2GYPP.T. BASE PLATE SET TIGHT TOSHEATHING W/1/2"EPDXY ANCHOR OR 1/2"J B[>LTW/ MIN. 7" EMBEDMENT AT32"O.C. AND 8"FROM EACH END -- 8"KNOCKOUT COURSE SEE FOUNDATION PLAN FOR FILLED CELL 2X8SYPSTUDS SET TIGHT TO SHEATHING AT12^D.C�W/ (D S|K8PS0NK1STAK836STRAP EACH STUOK1>STRAP EACH S|DBCENT��DNV(13)10d NAILS AND (8)��X2-1/4" T|TEN8|NT(}'GROUT FILLED CK8U-STRAPS T{JBE ATTACHED DIRECTLY TOCK8U °CENTER OFSTRAP AT 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL 8�.0 -� .��o� U�. ~ A"sist\nn with bj0ebnA""' It Lo 00 Lo AR co co z LL ro Cl- 00 Lu ko Lo 4-0 0 0 z A3 WT� J N 0 LAST PLOT DATE > Mar. 9,23 0 DETAILS i i o„ -„ FRAMED BY BUILDER 26'-0" 2'-0 3/4" FT5 F w-- 0 -- _ri - F LL -- LO LL TB 00 )01 II LL-- I ---- BEARING HEADER BELOW— il� kF11 \ "A , a CE ARING WALL 7TOP INT. B FT7 FT7 SE O ® © OF FT3A In _ r LINE OF FLOOR I L------- BEARING ABOVE I -------- II WALL II II J II d 11 m><I I N z JI C_ J - FT2G w 00 CD _. - LL cV 4" CANTILEVER 2X8 LEDGER FASTENED TO EACH STUD W/ (2) 1/4"X5" LAG SCREWS. FASTEN TRUSSES TO LEDGER USING SIMPSON LUS262 HANGERS $ 8 SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 i i T-8" 21'-4" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 Total Truss Quantity = 93 V K,11 K! . /,) I!A 111 ,01 I r/ 21 -011 CJ3 CJ1 IMPTO �N PACK POP CONNFGTION, CJ5 c� U 1�0�11 Ih 21 -011 TYPICAL �' 5FTACK ffICA, T 5FMACK COI\W\V WAS ING COFMP\5�f LVfLING ANP 5PACIN6 AW 5PACIN6 I 4r11TU, T.li it II.-11 1 F-I '.I I- _TF_- ___-II---7-T-- TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION, TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER, NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 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 PLUM cur 4-1/1611 12 5 (� 1 0 Virtual Review Assist, Inc. Plans Review completed and apl3rrave � ,� compliance with the 2020 FOC 7th Edition by Debra Anne Kl.ahr PX2309 HANGER CHART 4 L = HUS 26 (SIMPSON) i = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) \ = HHUS46 (SIMPSON) Lr�deled rand M�-k ATTIFiNT10Nq DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60' pan 30' Span or I as Spreader Bar 60 degrees or less Imo+-- 1/2 I _ 2l3 to 1/2 I Te line $Pon eppro� To line r sp"n "pprox. � REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP, 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" Q.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 F°BC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE] ALL REACTIONS OVER 5000# AND UPLIF°'TS OVER 1000# ARE SHOWN ON ENGINEERING. 1LL ' %►//////%• 411 ►•iiiiii•i �I�ij�itr''I�i� LOAD DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 07/01M5 RA01 LC7,EXTENDED FT3A JMD 08/07/15 RB01 ADD FT7 JRH 10/21/16 RB01 LC9 JTH 1217117 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 RC01 REV. FLOOR BRG. JRH 3/4/2020 RD01 REV. FLOOR SPLICING JRH 8/6/2020 RE01 UPDATED FOR LCA SHM 1/15/2021 RF01 ENTRY TRUSSES INTO LEDGER JTH 7/30/2 LOAD# DESCRIPTION INIT. DATE RF01 RELABEL ADD 7G4 MAW 10-22-21 RF01 DELETE PROJECT 7G4 GSB 2/22/2022 RG01 REV. SPACING JRH 08/22/2022 -� CARPENTER 11ON 11LAC'j RS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAX, (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:TIMBER CREEK MODEL :1373 AMERICAN DREAM/B CCA PROJ/MODEL/ALT .7A2/ 1871B ALT DESC: OTC: LOT BLOCK: DESIGNER PAGE -JMD DATE 0 01 2015 LAN# SCALE .N319839R -1/4,,"=1' + ra CV co co fl? LO `ryes C^ i o 00 U') 9 .cc.. d w ry Z d V) 2 5 0 U rn IL,$ 0 a �V) V W a"" 00co E' LU w wWQ 4 p z W < CQt ¢�-I�O� LLC)�LtJQ ��O pU LL z2 QZe ¢ f— ~ awl cnwwwua� ILL U) 0 z �¢¢OW ?ulzwcao�¢ � IL 0w dH oLu �¢ ¢ LL O F- It C:) O 0 W I= -I U.) tip C] M Ln � Lf`t U-) QQ 00 70 3: W Ja N N 2)CJ N (N ON < N O r c- o Q O c o6 r- %o OQ O 0 C) r Q O N O N O N O N CN7 N CN7 N N 1 d) N 1 II C3) O 1 6 T 1 O T I 00 CI I N r I M 1 O r" CD �? CDO Q7 O O N a 1 I- Lo c— r a fV O M O 4 O Lo, O Co, O I`-' LO 1 (� z z —z WUI~- �wn U) ? � � Vo�o Q 00-0 0�= h O J z zX Lu d ew 00 Z r� T < 0 ~ ry •-; z 00 z A4 Z Lu _j 0 r- '�,� (N LAST PLOT DATE o �,' Mar. 9, 23 ' C) 2ND FLOOR ROOF ,J FRA?1ING PLAN B 1i, L 77 ----,-, 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT - 8" TRUSS HEEL 61 DETAIL 4,-1771 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS a > METAL DRIP EDGE 2X4 SUB -FASCIA 1-0 ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 1-011 4 -1 6" 1 " 411 1 11 I I N (V o ao -1 ao r EPS N FOAM iy BRACKET DETAIL 8L 5" 1 " 311 (V fV C> o 00 EPS N FOAM iv BRACKET DETAIL 9 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM _----- FLASHING — PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 11/A5 -- ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" T.O.M. METAL DRIP EDGE (S) A23 ° 2X4 FASCIA _ ALUMINIUM •: 2'-011 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 7'-6" SOFFIT DETAIL 10 /4I-11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N o 0 o o " LEDGER DETAIL 11 4 1 off CASING BEAD W/-- WEEP HOLES OVER FLASHING 12 51 ELEV AT 18'-0" L. L--__1�__�I_L..1_�_1L._��.�_� T.O.P. 1'-011 3/4" STUCCO ON FRAME CASING BEAD W/ — WEEP HOLES OVER FLASHING f ELEV AT 10'-0" / 2ND FLOOR FF WEEP ELEV AT 8'-8" SCREED T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF ASSUMED GRADE FRONT ELEVATION B 1 /411 = 1 1-011 SHINGLE ROOF --, CONTROL LL_-1 JOINTS—,. M ~ z= �O c; w N 9 - A5. B CONTROL JOINTS n 12 CASING BEAD W/ 5.B 5� WEEP HOLES OVER FLASHING i ELEV AT 18'-0" T.O.P. 11_011 ELEV AT 10'-0" 2ND FLOOR FF 10 CONTROL `? w LD 7/8" STUCCO 5.B JOINT _ N = ON FRAME ELEV AT 8'-8" T.O.M. WEEP A/C UNIT REED AND PAD ® 5/8" STUCCO ON CMU ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE REAR ELEVATION B 1 /811 = 11-011 7/8" STUCCC ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE ON CMU 4 RIGHT ELEVATION B 1/811= 11-011 6 12 7/8" STUCC 5. 51 ON FRAME ELEV AT 18'-0" T.O.P. ol 12'-011 ELEV AT 10'-0" 2ND FLOOR FF CONTROL "� = CONTROL JOINT JOINT ELEV AT 8'-8" _ _ _ - _ � T.O.M. WEEP A/C UNIT 2�_0�� SCREED AND PAD t e ELEV AT 0'-01, 1ST FLOOR FF GRADE LINE 5/8" STUCCO ON CMU LEFT ELEVATION B 1 /811 = 11-011 �5 2' _0" A/C UNIT /^AND PAD 5 7 I I r--- WEEP BEAD V 7 WEEP HOLES ;RW OVER FLASHING 7/8" STUCCO ON FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X 1"THK CEMENT PLASTER BAND 5/8 STUCCO ON CMU 19'-011 7'-4" 31_8" �7 — — — — — — N — o stoP I E-5-12-I— ON 4' _0" OFF RIDGE Cn SLOPE SLOPE �_5:12 5:12—� w a - ON J 77 Z__j SLOPE SLOPE (0 5.12 11 � 11-01, ROOF PLAN B 1 /811 = 11-011 I SLOPE ----_j imp 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) APR 0 8 ?n') 3 V </ \ Virtual Review ,Assist, Inc. Flans Review completed and approved Ot compliance with the 2020 FBC 7th Edition by Debra Anne k'lahr R1,2300 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 FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ, INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILAT4 AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY E4VE 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 F.REA / 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 CM N tl y s 00 LO 5 e G � a C� %ii0Ci e'0 kl. Q a� w �. O w 0 z i L1Ln Q) L ^ E > "0o W L u t� M C v t o u 8 —O U. 8 0 .Ns f�111 way U Q N C E Q00 W •D }L}� V r` a W W wz a WOaa O �y V -2�LU �g_jwo�=U JZ 00Q ZLL u0— Wz20❑ Z C1 O O�OOm Q U C� 0 O z -��a�Zw'oz_ZLLW<0 i �¢°¢-Ow wzwUon- LL. 0W 2H= QY❑ Q ¢ Q� O �Q� N O zw 0 O Q (j `.0 ro C) J L!7 Lr ( LL h W Lr) Cl- d QU<0o rej ~ z 3 W Jo 110 J N N N N N N �M� O r— N O N O CV O Q O Ci w CA �— (O 00 •— 00 •— O N O N O N r N O N O N O N O CV O N O CV O CV N O N C3� O O O O O N r M O o 0 0 0 CV 0 ' Nj Lo •L V-1 P NJ 0 M 00 'qTj L01 0 C.0 0 1` L I CO z z a oW F— F-0� L Z W r� =m02 Oz W �C 02zx LU i'� Og2Z IL O 2 QO z �Qo Z U 00 rr z z w J WA5 co 0 � N LAST PLOT DATE O Mar. 9, 23 zEXTERIOR J ELEVATIONS & ROOF PLAN B -- I - 1 I - TV _, - _— - F—, —i. L,_.., 1— A/C DISCONNECT WP GFI DEm a ELEC METER LINE 0. STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /4" = 1'-011 SECOND FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /4„ = 1 '-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS 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. APR 0 8 rn ) Virtual Review Assist, Inc. Mans Review completed and approver for compliance with the 2020 FBC 7th Edition by Debra Anne Mahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH - -- c� SWITCH--° 4 1 /2" DOORJAMB DUPLEX in TRIM OUTLET--- ih � O BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o2� Ilk—SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" 0- 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 sw STRUCTURED WIRE OUTLET SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -o PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL {A� CLG MNT LT FIXTURE {B} CLG MNT PREWIRE - FIXTURE BY OWNER + SURFACE MNT FIXTURE - - WALL MNT FIXTURE _ NOTE: ND OPALEX - ALTERNATE TUB/SHCWERCANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -E� CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR . SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24- UNDER CABINET 24" -S-24- SINGLE 24" FLUOR STRIP -D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" — S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 96: 24 :;;] 24" VANITY LIGHTING E_= 36 36" VANITY LIGHTING F---48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT ® EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 0 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) l� MASTER STATION » ELEC PANEL M VACUM OUTLET AT 12" [;� CEILING RETURN AIR ® A/C REGISTER (T) THERMOSTAT IR SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ^N` W N LO N E (i N V M 0 2a Q •SIN` .0 u � Lu g4 W 70 M C L Q ��2 .2 C) Ul LL w O0LFu_Lu J Lu << p O z W ('fY =)2�'nYO ) U0XLLCUL JO �1 p0i'00gWpxmz z� 0 U)LL 11 Lu z u0j0LuLO � <—Z ¢Ow HgN a 0 <O LL O 9 O N Z Lu 0 I— H '�D 60 CD a - " J Li li LL uj zV00 Z Lu CD J0 �O 1 d" 0 0 0 � o M � � r- 0 0 0 O c. O o OO Qa r (0 T- 00 r 00 O N O N O N N O N O N O N O N O N O N O cV O N O O O r O T-- cD p N c- A O 4 O r o d) 0 C6 o O r- O � N O 0 1 L N 0 > .— a N 0 Cl) 0 d 0 LO 0 CO 0 1, 1 cr 00 co z z O -�--� L110 ~ > Q 00 0 M ~ �-- 0 O d Q =W Z Zot�I— r� =00Cz (�O�w Q 2 ` zWT- 4 (L Z z CSC W h Oa2z O 00 ) Z U) Z o Z U U� oQ W � z A6 z w W M N N LAST PLOT DATE Mar. 9, 23 Z p 1 ST & 2ND FLOOR I ELECTRICAL PLAN B 0 m 1 1/2" FILLER T-611 r r \ \ni n � r \ r PANTRY 2'-0" SKEWED 1 1/2" FILLER )KITCHEN HOLLYWOD STRIP LIGHTS co 30" HIGH MIRROR N 0 4" BO BACKSPLASH - C'q7 CIS CA7 IIz� 9 M r \ r \ 2'-6" 2'-6" 1" FILLER V FILLER OWNER'S BATH 1 /2 — 1 0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 1 9 ao 12 5F—, V-9 1/2" 2'-6" 3'-6" 2" FI r \ o \ r HOOD \ r 4" BACKSPLASH---) T RANGE s � 2'-6" T-6" 2" FILLER 0 Nz/ SHWR HD v r) LINEN CLOSET VALVE OWNER'S II LOFT SUITE 3'-3" 4 1/2" OWNER'S BATH 1 /2if = 1'-0" LIVING KITCHEN II PWDR ROOM BATH __C7�7�EE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT'1871' - BUILDING SECTION 3/16" = 1'-0" 4'-11" ` SEE SHEET ST _ - _ _ — co 7zo 1 6-2" 1 1/2" FILLER T-0" 1'-9° 2" FILLER 1 1/2" FILLER (V i T 00 0o 9 r PANTRY 4" BACKSPLASH REF SPACE VERIFY W1 MANUF 3'-3" 1'-9" SKEWED 2-0" 2" FILLER KITCHEN 1 /2" = 1'-0" °O HOLLYWOD' STRIP LIGHTS 30" HIGH MIRROR (V O 4" °o BACKSPLASH Cr' � F 11, T-0" 1/2" FILLER BATH #2 1 /211 = 1 —011 SHWR HD WALL VALVE SPIGOT 1'-6" I. 2'-61/2" rJ 2'-9 7/8" bo r i c, 00 0 �i 2" END PANEL 3 KITCHEN ISLAND 1 /2" = 1'-0" i C b ii WIRE SHELF ::� ...... (O ' Q "HANSEN" BOX 220 VOLT ----ell 14 1/2" X 16" i DRYER VENT RECESS 9 u $ UTI LITY -0 2X4 WALL TOP AT 34 1/2" 4 KITCHEN r 1/2 — 1 -0 Virtual Review Assist, Inc. Plans Review completed and approved tl::r :�ars� �liance with the 2020 R3C 7th Edition by Debra Anne, Klahr PX2300 uJ 0> c N Co L � � Cl C�i — y -, Ln V O 2 p u- 8 0 U Q .N �- V w QN C r. O a 4 Ity 1) I_ W (. °8 Wl W W �W0 U-0ou— :D Q Q �Q z C W0_LU6WWUWa��¢0 J q_4�WdpWz0WVQ U- < O i W C7 W •. CZ V C7 J � �cnLL'n Lu �a Q � w w _j� J N co N N N 1 c- C% YD Cn C- 1 4 T N CD N CD N O 06 i 0 � c6 0.5 r �� (0 O op Q 00 C) CD N C) C) N O CD N 0 �- N C► N I cV d ' N I N 1 N 1 N 1 N 1 07 N 0 C� C 1 r 0 r 00 Q N r co 0 d' CDG"h �?. Fi Cfl Q f3] Q O r b r N C) oUP jr r CJ N I C> CY7 n SY C) CI) O CO 1 C7 I'— L Cr 00 u) i z Z owLD 4-1W6� 0 < U0�g F- 0 O W F' ¢ �m0z F (� 4 w z 2Z�rl �zz 2>_ 00->_W C) < z r _1 U)Z 4 0 00 0 F. co A7 W N r- a cN LAST PLOT DATE Mar, 9, 23 z 0 B - INTERIOR �. ELEVATION NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 R308A 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 24.1NCH(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. T 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR OUTDOOR SWIMMING POOLS HO TUBS AND SPAS WHERE THE C S S G 00 OU 00 S IMM 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 THERcE 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 KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8,2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1, 1. 1, ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1, 2. 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M,U, BLOCK: 55 PSF 2. 1, 4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 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 SYSTEMS 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3 1 LOAD FACTOR DESIGN: 3, 1, 1, THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.3• 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 LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3,3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4• DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4. 1. 6, DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4, 1, 7, WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CCNCRETE : 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 4.3 4.4 4.5. 4.6. 4.7 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 (318" 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 A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 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. 3.1 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. 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. AL PLYWOOD USED FOR INTERIOR APPLICATIONS AS RI 4.4. 3. L 00 US O 0 A C ONS SUCH SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.C. 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 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 'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 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. 4.8.2. 4.8.3. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 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 syystems including all risers and spray heads shall nbt be installed within V-0" of the building side wall, 4. FBC-R R318J- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete, 6, FBC-R R318,1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment, 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution, If reinf II occurs before vapor retarder placement, retreatment Is required 9, FBC-R R318.1.5 - Cgcrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1,6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalis. 11. FBC-R R318;1.6 - An exterior verti al chemical barrier must be install. d after construction is complete, mcludingclandscaping and irrigation. Any soli 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 = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 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. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" 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 8". 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. APR 0 8 7r-7 y Vrtual Review Assist. 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Z I=- /� CL 00 SNO d Z Z LU W C) N C) c\j LAST PLOT DATE > Mar. 9, 23 ZQ STRUCTURAL a_I DETAILS -I - ��IIJAII :'TI-3-r A, li I I lil et "f.�"i, al 'ILI I : _�.u....,e l I' l - li _ ➢ I, --r T- I - _ 7f THIS I "DETAIL 011-40'P"EIFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. MIET,AL LATH - _ WALL S''HEATHI I',* l i . II II N I .I II � ... III. .. i I• .. _ I (,I 16AO-•112" LONG ('4m Imp CRO gAd,tr4N n"�'"�' STAPLES @ r O.0 VERT SETOiEEI n I LAX I 'll S1A, I I 161-1 , LONG, (3^4i1-1 S(mr STUDNOTE HL1S:—.)-OFFSET I u pN 1----- I CRC"A" S PLES 511r STAPLES BETWEEN STUDS AS SHOWN _........ � __..... ... _-........ O,t . VERT IIIJO STUDS (NOTED THUS:---) METAL LATH ATTAC H M E'NT!DETA'I! L tl "DETAIL EXCEEDS THE IIFEQUIREMEtATS FOR FBCR 03.7.1 LATH'' _r,01`41_`°' APPLIE''.S� TO LEW,, AR. TP'A"/JAK` LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2 LONG (3/4"-1 CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. 10'-0'r TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" a - STUB -OUT FOR 1 r-Owl O O C) GAS METER O 0 LO Ej^ U 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.G. T-5" (2)16d TOENAILS 2" X 6" @ 16" Q.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" Q.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" Q.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING A J Q c7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + [^] + + + + + + + + + + + + + + + + + + + 'i' + + + + + + + �,p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -Orr (TYP.) 4+0 + + + + + 4'-0" + + + + + + + + + , �� + + + + + + + + + + + + + + + + + + + + + +++++++ + ++ + + + + + +q++ Z++ + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + +++++++++ + IM — 15/32" CDX I PLYWOOD OR 7/16" OSB I `—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 O 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P .— 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _+ 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber FILL CELL STD. 900 HOOK BOND BEAM W `C STD. 90° . CONT. #5 CONT. #5 HOOK - BAR BAR #5 CONT. .. .... .. ........ .. FROM NDATION TOHIGHEST 1 BOND BEAM max v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. min. 2" min. } Small gap „ 2" 4 max. Clinch nails _ when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. ) g" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pIf max. along bearing wall BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 pIf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below 'Non -stacking walls over squash=20 blocks and Load bearing wall must stack over 9 wall or beam below.* blocking and wall or beam below." require additional consideration. Check local building When joists meet over wall, provide code for appropriatepzv: I -Joist can be offset 1/16" 1 3/4" minimum bearing for each. details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) --I Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---\ DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + k -' Provide adequate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls 10dnails SECTION "'INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Err A 12" ROUND HOLE MAY Crr Err DO NOT CUT HOLES BE CUT ANYWHERE IN V CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%2' R+�supd I'-l+bfe IDIa,ieter isa - 2 3 4 5 6 ,, 7 IS' 0 '87`6 , t 0 11 12 13 Rectangular Mole Side (in) —_ 2 �- 3 5 - 6-� 8 9 10 Any •16" joist. Span I;ft) 8 1, 0,» .1 " 1," 1 '-2 17. 1 J" - 1 1 ';r 1 11 ,.... -4 2 :+, 3 '"-7 , 12 V-�0"" 1'-1" 1 -2' ' V-2 1 -3„ 1 r �"" 2'4" 2, 11 °_ rr " 4' 1^^ 4"-9" 64" 16R 1» 1", V-2". V-2», 1'-7,» 3r w 10 _4 9 ' 5_7" W-4" 7»-2" 20 _rr,""I d1 1 1 r"V 1�1"v'7'-"11 "n8r-11,241» 1"" 1"-2"' 1' 3" 2"-5" 3"-'7"" 4"-J'" f "-1011 7' �"" 8"�'"" P114rtT 10H_9,r11 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. T 1Y" 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 %" 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 CALL SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist Web Stiffener FastenerSchedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BC16000s® BCI6500sQ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION SIMPSON HETA20 / HETAL20 INSTALLATION MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10P SIMPSON H10A ° ° s° (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 10154 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL a ° ° a . I I ° ° • , a° ' , ' � ---. I ITr I �— 1 ° .. °: I I ° , 4 : v' �-ri-r�rrT FINI GRADE I� II I I I I I I I I I II I I I I I ILL I I III —I 11=1 I =�1 I Iil I ICI' �) Tf 1Tf—fII=TTT Tl1= —111 I11=1 1=1 I II1=1I1=1 I* ) Backer block (12" wide min.) �I Nail with 10-10d nails. _ Install tight to top flange. d SLEEVE THRU STEM ° SEE PLAN FOR °• ° . • " FOUNDATION INFO STEM FOUNDATION `V F-GRADE—ncrnrr c rr. nr nnr \ Filler block, Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S, H/t.r l.rr7HC 4 rvt,. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND, PENETRATIONS SCALE: N.T.S. h---- SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION PLUMBING LINE e ° ------------------------ '° . SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE b A i 111 lll I 11-1 I I -I 1I- . SEE FND. PLN. SIZE & REINF. r Ali tuat Review Assist. Inc. roved �tatts Review completed and apl- tot d,t➢ntptianc° with the 2d8$ nth Editi h�i' gef fa Aline Mahr Pk23a0 I 00 LO . LU ii W c� z S1 a ! 0 �00 �g p I� o a Q TSB elowwwIll # C •� w U Qa S2 N 00 '_6 o E 000 LU W w we'd a; CK��z[Y � � (D _JCnQ Of CO u-Q0d a 0oo o wmZ J0 ¢ ¢ � �( �..J O O Z�odpwm_wz`gc)�o- cyco --��,Zw�Z�Qw�n- c� (n l_ pw ;�I--h �wZ d Q < p< O t]�< 0 N 0 _� � O J 2 V) � � < d CL M <Ud00 ~ : LU J CO 110 CD CD CC) C.7 6 4 r- © 0 i' CD O f: CD Q ci 00 0) �- 1� cQ Co' 00 O c7 O R- 04 N N N N CV N �y y 03 47 C7 Q o0 C:J c'7 d O r 00 C� C37 Q 6 r O e— CV 0 Lo, > X- �- o ni CD � 0 r1- C)c�6 u� o t< 1 Cr z z — O v0 0 W W to 0 - ~ Oow Wa- M -5 LOZWL`d m © z z of 2 X � i(L z z O g 2 >_ III '1� Z I d Z ~ O • Z � a 0 tY Q W W N O T" a LAST PL+; pT DATE Mar. 9, 23 `} r * z0 STRUCTURAL I DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (13302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE 04 UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 - TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905,1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 1Ji1J1_ L_ p 6_1F161 r!i PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH Ii 12 TRUSS (SEE UPLIFT SCHED.) W/ 8„— a 16- _- tmt I I I - (TYP-) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" 0'S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT GG NAISN1 ING SCHEDULE ON SHT, SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 - ELEV. VARIES TLJ 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH �'� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (UkO.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ BLOCKING @ 12" Q.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O,) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. JL1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" Q.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NO EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER IHOR NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C, @ FIELD "SIMILAR AT FOUNDATIO „° „„ „ IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 5/8 x 10 J BOLT @ 24 O.C, W/ IF NOTED, THIS REFERS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND W2x P.T. BOTTOM PLATE OIL A.F.F. O.C. OR 5/8"x10'WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.)2„ x 6W1,4 x W1.4 ATTACHMENTS6 x 6 W1.4 x W1.4 a' 3 1/2"MIN. WWF OR FIBERMESH 3 1/2"MIN.WWF OR FIBERMESH I d ° ,'° d ELEV. 4-31/2' I - a 2x4 CONT. ° 'El ° ° w - _ - 1/2 (min.)z II�[T ]�T�_1/2 (min.)- 4" C � d ° 4 ' 2"min,) 31m- �4`"GARAGE DEPTH VARIES - .-=I1T1 —=I 11T=iT 1 1T==1 I' � I I- T�f 1111=I I l�-I ICI--T�f (2)#5CONT. m�nr�I;'�T� 'rr� 4„ ni�Trr�rrr r�r8�` 4" 1'-4 8 (2) #5 CANT. GARAGE SLAB AT STEP U.N.O. MIN. TYPICAL BEARING WALL MIN.STEP TYPICAL BEARING WALL STEP SHEARWALL C �rr SCALE: 3/4"=V-0" INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C BOARD PER CODE (OR 5/8" �1ZN.\01'.x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0"S, 3 �V"5 cr,cup`11v GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY o.M`"'�uo�5 coN 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING „ 8"x$"X16" KNOCK -OUT SCREWS @ 7 O.C. 2 ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION -'! NOTE: 10'-0" R302.11) CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. 1 x P.T. STUD O SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/$" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR C�.I LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR „° ",, „ „o „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 �i00K DETAIL BOLT INFO, 3RD LAYER 1/8' THICK. 10d NAILS PLAN (IF NO UP LIFT ON @ 24" O,C, VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA, EXPANSION BOLT @24 " 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN, 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1Qd NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER (6) 1/4"x3 1/4" TAPCONS 3500#, MIN, TENSION 2600#) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 TYP. 2x P.T. PLATE END OF 2 x PLATE WWF OR FIBERMESH E , ARCHITECTURAL PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR p ° 1x2 PT WD FURRING @ 24" O.C. GRADE n ' ° . GRADE 40 MIN. Fy= 40ksi a N I d z_ #3 & #4 LAP SPLICE _ '-- ,�- � .p FINISH GRADE °Q � [GRADE 60 MIN. Fy= 60ksi] a _ m P p o MONO QR STEMWALL (1) #5 VERT. IN FILL CELLS M — — c P' 25"MIN. LAP [30"MIN. LAP] I— p _r 1/2" GYPSUM WALLBOARD - p n - - 1111 I I11fJ1 I =L °) I�� (SEE FOUNDATION PLAN FOOTING MONO SHOWN ' 6' 9 n7 w I- ° * T U.N.O. FOR LOCATIONS ° A, °� p o0 6 MIL VAPOR BARRIER ° � I— - - FOR CLARITY - - - - e. R 1 7/8" I —T 1x4 P.T. BASE NAILER 31/4" BASEBOARD rr MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER MUNICIPALITY. `"' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1,4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE QW a b s Z _ °P 6 MIL VAPOR BARRIER 1 I III 4 III —I I= - z r I � I • — �' COMP. SOIL. �I 0 e - (COMPACTED TO 95% - NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III-TI f-I I I 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" 1. V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % 17iTf FIj'fjTiT _ ao T' SEE A/S3 OR J/S6 -,1 m _ .._ -.-T FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. NOTE: *FOR BEARING WALL W/ UPLIFT ONLY —III—III—III—III—III-I — IL ILT 11-1 #5 REINFORCING BAR I- I I II I -1- III -III III-I� I �, ° IT(=1TI=TTI=1 11=TTf ITI= D TJ1—LTI-1Tf=1 I I- ,— #5 LAP SPLICE I I f=1 11=1 1=1 I I III —I I I I I— • (2) #5 CONT. =I I 1=III=III III=III T, m 1- TI f=Tl ( T11-111=T( 1Tl N ( 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'_4" 8" _ COMP. SOIL. COMPACTED TO _ _ _ _ _ ) 95% MODIFIED PROCTOR ASTM �- I 1—III— 1—I I —I =III=III=1 I I 10" (TYP. —1_ll--lll—III—T—III-Tl1=Tll=1—LI- I I D1557) -III I II I II I II I II II I II I II I II I II I I;�--�.I I I T 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK i I�I i II I�I IJJ ,l I I -III— IT' #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" S3 SLAB INFORMATION. �7 6X6WIAxW1,4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE ca REBAR w/ OPT. Tr ]Tr 1 fi=1Tf— — 1Tf— -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS b T cl) ' s T +.� y .ICI—Il -�-IJI I�I117I-7� '•. � � � I OD 1=11 SEEA/S30RJ/S6 I11 IIII I� 1IiIlI�- FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALA� 4: INTERIOR -411 4 a 4 A e" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB '4 d M 6 MIL VAPOR BARRIER --i VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1 A FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD � FOR TRUSS 4 AT 24" Q.C. MAX. . % X CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN HTS20 --y FOR STRUCTURAL I I Ll I I (2) ,3. Tr•! � .. , BEAM SIZE & z CONNECTION INFO d M � I .. ' • . •. _III- III= ,WRT LATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 ll�' ' ,' 111 ; ,LL1 „� P i11 ns, MIN 7/16 O.S.E. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO, 4 4 $ E w O SCHEDULE OPTION #1 COLUMN LOCATION d .�"� SEE TYP. WALL SECTION FOR ADDITIONAL w � SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL Q O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL - W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS - TO FOUNDATION PAD b INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT = w/ MIN, (2) #5 VERTICALS �` - ° FILLED SOLID (SEE PLAN FOR - _ - _ ° • d 6 x 6 W1.4 x W1.4 c`v SIZE AND REINFORCEMENT) 0 _1 _ ° °' °� WWF OR FIBERMESH "- z w W I I 1—III ' �I �I LI w ° BRICK PAVERS or SLAB PER W 0 ❑ _ =U= • °' o+.. _ 2 0'-0" FIN. FLR.� `COMMUNITY SPECS L` U) I I —I " --I I— I —III-J1 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 =III III=III—III=1I I —III I I=1J7=IT� FOOTING =1 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T,S. S3 anh9 0 LUL0 bV Virtuai Review Assist, Inc, Mans 6iiQ comAtotad and ap[aro t.'r 6_.ran�g tia3icss v ith tho 2020 F8C 7th Fditioo dry 41 ,bra AtIl"e 4a4iaht pY,238O 00 LO AM F �`} Q� � �; z �' r•�®Y • I' 0 , Hf uj t z N (D v L N E � o co (0' a 4 D Op a Vi u u 4 .(Uo8 c 10 �Ln V w a N 4J00V- m •� a W ❑LL uj Uj w0H 11J I- ,;Q W J W ~ LLI z c' z W (' W �( U XQ�_ O,��0L00�-,0 <07-dwm:ILQz200�¢F- -71 © 0 00 0 W 02OZZ4 W C W 0 C,Lu Z LL � WI`. -wzo��❑¢ w 0 f- st q OQ¢ LL CO a N 0w _ I-- ' H�C)Ca © .M O a J � LL LLJ C� CL >- ,4 LLn ,-I 00 �-- Z 3:UJI W.�Q 'b N N N T-- (y') mot c� c� a 06 6 � o N a© N N o N 0 N 0 N 0 N N 0 06 N A 9 0 1 U) CN Lo s. -7 c� N 0 M 0 't I 0 u7 0 (O 0 r~ LO I cr CO V)zUJI z 0 4-1 LLJ W U) _ U 0 ) R 'r/ -0 Z `WPC =h=z z _j u �- Z ° V-4 n W 0��z O 00 U��W z T z0 ■ z U 0IZ 0 [MMM 00 z d Z z Lu _j W N � LAST PLOT DATE O Mar. 9, 23 -i Q STRUCTURAL .II.. -I DETAILS -MONO , - Ii 1 1; p � - — T_ 111 I V : .,.;I I,Y ii I , , is - -1 --- f (TYP) SEE ELEV, SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TG OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ I //x 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YARI65 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. 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 .*+PSTUD W/ (3) 10d NAILS CRICKET AS REQUIRED li SINGLE 2x CONT, BASE II PLATE W/ (2) 16d TO II TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d FA NAILS AT EACH STUD • 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) ",—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA, EXTENSION. SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT A SCALE: N.T.S. 64 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J '• a d a' 8" STD. 90`HOOK 8"- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2❑ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q 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. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2'1 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M,U. GARAGE DOOR ❑ GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..,; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL a' SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL rp SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEELAND GROUT — SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBT E 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 BARRNE INTERIOR FULL Sx8x16 BLOCK SIMPSON SP2 w/ (12) 10d / WALL ❑ ❑ NAILS AT EACH STUD ❑ / CL DOOR OPENING DOOR OPENING DOOR OPENING ---(j 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ Fill BOUNDARIES 6" O/C EDGES & 8"--BLOCKIN WALL ❑ ❑ ❑ O/C FIELD i ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS = __ MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • G (To.) IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. 8"X8"X16" K.Q. BLOCK W/ 1 #5 CONT. _ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. q' WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE n a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOORSTOP PSPN516Z w/ (12) 16d NAILS a. d e 4 MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ' SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. GARAGE ' jr pLICE STAGGERED DOOR ' J-BOLT TRACK BRACKET LIV VI\ 11 \/"lVl\ 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. 64 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4'` WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION %N,/� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR 64 INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE WI (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS Ti ©O SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. SOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SLI _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. N G /8"10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2' P SIMPSQN SP4 4' 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a. �N. . ' 10d @ 8" O/C 610 " ATTACH ALL —' EXTERIOR STUDS W/ (4�16d TOENAILS TO 7T P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG, TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS (P.T. ATE SIMPSON C ^1 SIMPSON SP4 SP2 SIMPSON 17 SIMPSON SP1 SIMPSON SP4 10i ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL, NAILED INTO TRANSOM FRAMING SIMPSON f SP4 / q 4 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 Sp - NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 - / SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE V2-16d 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" Q.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" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 811 �OXIED A.T.R. t & NUT IOXIED A.T.R. t & NUT DXIED A.T.R. t & NUT C ROOF TRUSS ABOVE 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. tj I - I I N PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) ISHEATHING • 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 2X8 P.T. BOTTOM PLATE 5/8"1 "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR l SCALE: N.T.S. V7�Api` 0 1 "Virtual Review Assist. Inc. plans Review completed and approve tar cilnl by ite9�raith An nleeKtahrR FBUi pX2 u0 Etll'ion ch N co Ln 0 V0 F 3J Q W W 0 Q N E U W 6.1 N a o—o m 5 o"Mo U I co D -n 0 2 8 p ii�8 c .0 u �Q1 V w 7 0� �- n LLI W W Wwh w _j w2a0 W°R_�o�W,,u_0o° (j `Z J2 � 020 'cz�0 p 0 � cnLd ]inwwWV5WW<0 �W� WZ��U°tt 0 Z � ° O ,-`�� C:) N 0 W u*) z C� >c7 0 u Ln .m_I V) LL. V Z< uj �- d R Q � cyj ' 00 Z W J0 Jy N C4 N n N a p 4 0 0 0 © o o 0© cSi (0 v- oo r- 00 r a N C) 0 r- o N 0 N 0 N O N 0 N G7 N 0 N Q7 N cfy Q 6 r 6 r- o0 p N A 0 0 CD CD 0 CD L w. ■ C V Lo WT > r C . N C. Cy) I C7 'd I C� u') O 1 (fl . 11 - c 00 z z v�+"V� 4-1 oWu� W �r�r/ 44 Q ~°Wis d R 0 .i� z W F` d W ('O w / 2 Z � CLZZ LL r �J 2 Oa->_ W �y 1�0 zU) Z � �d0 0_ 0 .0 I. D z <C W Z W N LAST PL6T DATE Mar. 9, 23 .. o STRUCTURAL I DETAILS '-------i Tpfll: I Ifi 7 l lli: i �l - -ir -- - — .till r I A I,. A''...i I a� i .I�- �,�� I,I '.I I I��' 'iA JAI: I I I I I ��. I I �. SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9"SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° t SEE STRUCTURAL ,/ NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT • • @ 8 0 O/C.WEB EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. $" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2�c8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •" BLOCKING • 7/16" OSB SHEATHING ENDIr 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 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CARD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 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) 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 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) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) -I O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4° SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. 55 71 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP "' "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAMING INFORMATION � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS WOOD TRUSSES'00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROMRIDGE FASTENED AT AT 24" O.C. ON TOP OF TV 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END Ict li� 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 @ 4$" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0,148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. 2x4 #2 SYP BLK'G @ 16" O.C, w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 20 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED wl 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. 55 MAX. 9" UNSUPPORTED, 8d @ 6"0/C 2 x 4 BLOCKING w/ (2) 10d IF >9" SEE 10/S6 I rWOOD TRUSSES TOE NAILS AT EACH END @ I 24" O/C (TYP) "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS BRACING w/ (3) 10d x 3" AT _1/2" CDX PLYWOOD OR 7/16" 1 • EACH CONN. @ 24" O/C OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) N,MOISTURE BARRIER E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SEE PLAN FOR TITEN TO CMU CONNECTION MASONRY WALL ARCHITECTURAL FINISH OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH (x4 BLOCKING S: EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U. SA E NU R OF ROWS S E PACING D C , M MBE AM S ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 l SECTION 9 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4",MIN. .SSEE CM/S5 CROSS BRACING DETAIL J SCALE: N.T.S. TOENAIL (2) 16d NA 12" SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 10d X0.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. 55 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. `- MINIMUM (2) 16d PER JOINT \-- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE:-N.T.S, 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ 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" 010" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"^ 1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a - 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. \ S5 / 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , c CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. w 0 9 b w W 9 0 4 I L—L 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 REQUIREDZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. ---�, REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCALE: N.T.S. c c SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PR 0 8 2023 Virt.a.Ia! Review Assist, inc. flans Review con1pletEed and ailfirov d for compliance with "le 2878 FEEL 7th L iti b"1 oeva iknne Kia41r FIX7308 2X4 LEDGER SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. " co + Nd co Lo S ° "'-- ° T- Y 6 , oA ¢ `�H w a "T w o' (an) 0 0 6. (N U 0� c a co -'�- } .2 M N 'Q u o 0 LL8 4 • ,� w p ul QN V (U " 2E�2 g a C LLI w W IW Wi' 'J W �QZfY z u CD Lu a(U �a-_j'no ��au-00LL 0 a0x zW oz2ool_�< 0w°oZ{OWam°a 0 Q Q CA 0 Z JUr pQ } W'�I—zIL�'e(o -+¢¢Qw zwzc?wca❑EL u_ ¢0 W—� W L1 0Of Es m 5� Q ¢ w¢ 0 LL H Q C) N 0 W u') C7 ro LL- z O�WC Cy 0- LLn 5 M < Z < co I— z J CD J d- N N N CD CD cD r CD r T C a r� a ry, OO r (o r io '4-- 00 T- O N Q N CD N r N CD NV CD CD N O N CD N CD N CD N M c CD CD 00 N M C? a Csa C) CTi CD CD c- O r N CD 0 p � "cn Lo T- r CD N CD cli CD d' o L6 CD C4 CD I` cocr VJ U owua Z Lu F- r =IX m0z �— 2z�w z ��zz 0°->-L" C7 �z z <0 fl�Z U L) CL 0 Q W � z z z w W 0 r LAST PLlT DATE O Mar, 9, 23 STRUCTURAL J DETAILS I rr i__T__F-_ - -- 7 T-i- 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P,F. TOP PLATE i B (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12. AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2J20)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION . (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE /— ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING J 2X BLOCKING @ EA, WALL 7) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS a = W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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" O/C EDGES AND 12" O.C. FIELD U_ INSULATION PER 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT 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 c �u M 6x6 W1.4xW1.4 WWF OR FIRE( ��— —� —� -IT T�_I 1-1 I STD. 90°HOOK (3) # 5 REBAR ON: CHAIR I 1 `�`L' ' (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" 56 O r01R FELT PAPER FOR MOISTURE BARRIER e 10 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) UUj 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" Q.G. a a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE SECTION J/S6 — I N PECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED I t/ FINISH GRADE 00 1__ �' FLOOR TRUSS SEE FRAMING PLAN _—I I M I 1=1 I FLOOR TRUSS I I 1=111=III=111 III e e:Z 17 _�=�1T�_TI' °? SEE FRAMING WEEP SCREED �—III—III—III—I I I I °. 11 JEE1 11=1 I I-EMI11 III —I I �—III=11 I III Q I I I =1 11=111= �? z T PLAN �,INSTALLED PER MANUF. _ _ ��1I IE III III III — I IT: I I 1-1 I I I_ I I 1-1 I I- 2"x4"CROSS BRACE @ 48" 51MPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK J1 SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 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)1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ — If / BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1Od 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. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT, PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB � CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS; 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 T SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'-0" 56 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. --- 2X P.T. PLATE -- I A SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH • e CQ T '—III=„1�=1 I 1=1 I I—III—III—IJI I�(3) #5 CONT. ON 3" II III I�I—I ill 8" 1'-$" 8" CHAIR W/ 3" MIN. CLEARANCE LR INTERIOR 2-STORY FRAME SECTION r S6 SEE TYP, 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" 56 ADDITIONAL SLAB INFORMATION. 15/32" OSS EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF TW J NOT FULL O F< HEIGHT SHEET• o _ (2)- 2x TOP PLATE �! BEYOND I 15/32" OSB EXPOSUREI r F SHEATHING W SOLID 2x C BLOCKING @ ALL C SHEATHING EDGES (SEE OPENING SECTION X-X aU X E H 2x STUDS W BEYOND. SEE PLAN 0 O G FLOOR SYS 2x4 P.T. BASE 2x RIBBON ORT VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I r7I c\/ATIIIAI r%IAr%nAAA 3/8" "S" = NAIL 3/8" SPACING �S 3/4" S 112" 'I `I I/2" 1/2° SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 42 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X r' �i t4Q4 N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN F- ? NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL t7 NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ $d COMMON NAIL z LL S Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O r� @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v� E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J ow W rL O cr PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F i w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 F ' F QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W O MEMBER IF GABLE END NOTE! rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 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) 1Od x 1 1/2" EACH SIDE 2x STUDS TYP. J[�P ,T. BOT. PLATE rRjoFLOOR TRUSS / N/A._ R ,� BEAM S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED — CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#,) 2500 PSI CONCRETE MIN, SLAB W/ 6x6 W1.4xWi,4 `t WWF OR FIBERMESH E 4 °. .e '•°e 4 — —I Ia A" 44 . 111—I (3) # 5 REBAR ON 3" CHAIR 4" 11.8" W/3" MIN. CLEARANCE ALTERNATE FOOTING $d 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 SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 97-16' (3) 3 (2) (3) (2) LSTA30 APR 0 8 2023 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 virtual Review Assist, Inc 7/8 OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. Plans Review completed and approved SIMPSON SP1 w/ (10) 10d NAILS for compliance with the 2020 FBC 7th Edition AT EA, STUD by 11e11ra /�rine l(lahr PX2300 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 VV FINISH GRADE — 00 — I I C? Z r i—I i r g @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION, fi M s ,q u7 e ) LO s r- ,I r q� /"'Ohh ff RGY 3 b'yt a" @' � w?,° s z Lij z "q r Q a� �' � N m 2 Ui U Vi C C = 0 u O < dig '� V w 0-LU N W �LU Li J WG W Z) 0 o Q0jun)QZ20014 <p O LL0 4< Z ~WO �Wz OLUOCL CL fn 0 HI 0 a Q 25< C:) y G7 it W O l0 CD O * ro � K[ (!) L o LL. 4LIJ z< CL , 00 U z W W J� ko N N N CD N N N M 4 CV CV C� CD o 0 6 00 6 1 r T� (Ca r- 00 — 00 — 0 N O N Ca N r N C7 (N © N (O N O CV 0 N © N 0 N C57 N C5� 0 CJ CJ o0 CD CV .- M 0 C7 C) 0 CO p p cV O 0 0 E Q) > r O N C7 cl) O d' I O LO o (0 . 1 r/'� co �./ Z Q LU �/ Uo�a C] W LU C " �0� 0a= ! r¢ Z LU H H 5 m 0 z (!� O w / W 0 O..ZQI- 2 Oa>_W O z �� Z ado CL 0 o S6 z z w W co r ' LAST PLOT DATE C) Mar. 9, 23 .. a STRUCTURAL .....I J DETAILS -MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL INSTALLTION DOORJAMB (REFER P.T. TO PRODUCT __ TO PRODUCTNACCEPTABLE PROPER INSTALLATION MAX.Mom' $ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. AP PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN, 1x4 APPROVAL FOR CONN. 1 X 4 #5 REBAR (TYP,) 314" FL`r1N00D DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" FURRING O #5 REBAR AND NAILED W/ $d COMMON @ O. BOTTOM PLATE W/ $d @ 4" O.C., 2 ROWS STAGGERED t N N 3-1/4" LONG X 3/16"!t0 FURRING TAPCONS TAPCON @ 16" O.C. & 4" 2X$ (TYp) 6" O.C. EDGES AND 12" O.C. FIELD •; ' � rn TAPCON, INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING FROM EACH END w/ MI iX$ , � 1 � m �� O.C. 2-ROWS INTO PER MANUFACTURE DETAIL MASONRYTHROUGH 2" EDGE DIST. ATTACH D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d tI`' 0 -) _ /2�� DETAIL 1 x8 w/ (2) ROWS $d NALS �� 3 DETAIL STD. 90^ @ TOP & BTTM CHORD, AND (8) A te ` 000 1x4 P.T. & 1x8 P.T. „ STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. y a LO 3/16" x 3 -1/2" TAPCON @ 16 1x4 P.T.DOOR JAMB (REFER TO PRODUCTNOTE:O.C• QOL WEB ME AL SEAT PLATE AEA OC?1 d r+„pa � e „k` *� Q & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO n '% _ EACH END W/ MIN. TO PRODUCT DOOR JAMB (REFER 2" EDGE DIST APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" BOTTOM OF BAND ( M TO PRODUCT / x 3-1/2" TAPCON @ 16" JOIST TYPICAL - `M, APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 Q,C. & 4" FROM EACH FURRINGSIMPSON 00 SNOTCSijjj@FIRST TAPCON @ 16" O.C, & END w/ MIN. 2" EDGE DIST. COURSE HGAM10KTA @ 12" O.C. w 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ±2" wl (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED Lai 12 O.C, 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK +5^ BUILDOUT aC� OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PERj FOUNDATION PLAN�,� FILLED CELL INSTALLATIONKH"�RETROFIT FOR MISSING EMBEDDED STRAP E � � �� 0 SCALE: N.T.S. SS SCALE: N.T.S. SS _Q) ' Li c� 41 SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. , .. U Hof g, O 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP U W/ 1/4" x 31/4" TAPCON 1 1/4" MIN. A -A ( _ - 1610 # FOR 2 STRAPS SEE ,L :,H PLAN At,iL: '; FILL 1st4 COURSES SOLIDW/GROUT •-- S a Cn w S N V00 EMBEDMENT INTO BLK.) 1/4" MAX 8 1 PLY PRE-ENGINEERED TRUSS PRE`EN(I ; Il lk' k JppI (� L m 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 11 II 1/4 x 31/4 TAPCONS L ,�v, y�• p 'SEE NOTIE. III"II �� "� �' -- a BLOCK HEADER ARCH BLKG. & BUCK +. .;: '` "' DS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" S d 1/2" DRYWALL .. ,..: , 4„ x 4„ T (IF TRUSS SCREWS & (5) 1/ 2 1/ ITEN -. �� ,. IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d...,., "�� SUB FA�";'LIr^a 8d NAILS AT $" O.C. AT BUCK SINKERS AND (7)114"x2 1/4"TITEN 2150 #)� __��__ "" ALUM C1P:IP ECC�E a. 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACES ( ) LEAVE A CUT OUT IN O.S.B. INSIDE TO ALLOW FOR INSULATION ON THE k:.. :.::• ,' , . , " � I � 1, `�' : ;>'.:_:' ,.:<''. . �� CIA EI ��u �� 9, 'R Ik.J4'•L6.. TYPE � `"�"""""'"."". uwn+gi :,^`"" u" "°. g,_ WW P'E I AL t �'F FASCIA .. , 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED . , ,:>.;:'T :'e::'".'< y • t' ',.."' 0 :.,.. ,.• ±' r :.. " BOND BEAM OR CAST IN PLACE BEAM F"I�~FII P11 AN $ I � - 1'3a4" TRllt»I PAINTED I '. .. FOR OVERHANGS BETWEEN OVER I I/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 2 x 8 45 DIAGONAL BRACE AT EA. ., •r . , •' �^ S ro, NAIL 1 IIAD " - CIA C CONTACT ENGINEER OF RECORD FOR FURrHER INSTRucTIONS. SC B OTC __-�. __ POLY -CELL IN THIS AREA RI E (N H) FACE OF ARCH W/ (3) 10d NAILS -"�/ "EliLiLu � , 2-VI II� TO FIT ARCH(4) 10d NAILS INTO 2 x 8RETROFIT AT EA. END TRUSS DETAIL �JI�.�TF ��. P"F`.�:�u,'/ te6T �JEtJ � ELa I�IC S€:tLIILt,a�:;"F"FITCONNECT OVERWAN•BACKSIDE Y�4 W/ 8d NAILS BRACE/BLKG.IIECO CUNT � ��J vVAILEC Tr� _ u.L'La.INt u N i0PN.T.S. B1L�DC:K;ING w/ 2-1I'd NAILS (";a I "hFl°I;'u F.°�d�:4 Y � f II Hh-F B F;USSINSTALL WDW. SCREW ANCHOR2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN vd T u d IJAILiT rf= _ —'- — RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH D1 of vi w O w � w � w g � 0 Q �a INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU " 4" MIN. OF BRACE FF �°vlitiD �� FILIT tu1,�TC .�,.; _" LiIL'C CR TCa "+r"ILs":IF1" r - RIA.L SP.AI J : APACITIE ro EA ryN 1 HE L''rLLw,I� N I L `�I ,P' S I , x ' A D (X DDING PEA IF IiL C,. �.. F= I: I RF >NEN I AN E _ FOR OVERHANGS BETWEEN 3/4" T01 1/2" -1/2 THK. OR MORE BUCK WITHIN 6 MIN. OF START OF ARCHTRUSED) START OF ARC , " WOOD SCREWS ES 6S O.C. M/AX, OR IF MASONRY WALL @ SHEET N 2.1 FCDRq Le,) F THE T I :II- MFI`fr Al"l ldA I_ fPER' ALPHA A.LLII'A INC FL# "16544 R5 FL NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. IJ.I U w 0 ¢ ¢ = X LL O U 0 0 O Q - 0 4' MAX. RAID. USE (1) SIMPSON 1/2'" HD TITEN (CENTERED) w/ i P'RUDuIPa,TAPPR�J1,',ALIFcI�aurhll=LR TENEDT:I: " " I— ©Q aU)0�0�0200m0,z w a w u) w -- w — `i w w I^ z Q (O J I II I �I I -O -O ARCH DETAIL J MIN. 4" EMBEDMENT AT 16" O.C. CtN1LI WIT NAIL .09 DIA a 4'° a N a dV LdI I"W1IN1"1 El/IE1EC�tViIENT ,„ " IWD 6 � 4" 11 x R 0 Il d DIAL � ND li l 0 Z e� LL �¢<Ow¢nzwz<?wcsda SCALE: N.T.S. SS 12 . PATTERN X IGAw M4. h , L ¢ 0 w a- w Z ¢ W JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN I1 ,w _lit m" (EACH a._gR>OOVMI 1. 1 I I ;:7 N7AMLES br aIK it H 0 ° ° u. Q 0 � '� u. 2x6 #2 SYP @ 24" O.C. INISH FLOqp 2 WITH x $ BUCK -CONNECT TO BLOCK 1/4" x 31/4" TAPCON (1 1/4" MIN. SBEBCTION ROOF SHEATHING ATTACHED STRUCTURAL. SOFFIT FIFOR ° >, u EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL 4 ,F" SC:AILE: 3/4 1 -0 I I VJtI SCIFF S WITH ° p 1/4" MAX 21-0,1 8„ FIEF+' _23. a.II" S-FiknNIIN��1ID SPAIN `�I'N 3PPER It IFTWVNII t k3LlA' ° :6 p a p #5 BAR 1,011 ° Q BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON I HIE. , a YFFP..I.. FIl- Hsu0 I1INS ALLA II C)I'1I t°rRU IERIA ° CENTERED W/ b ¢' ° : ' s H N 1 X 4 FURRING BLKG. & BUCK H2,5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS' , �F EP'ER TO THE PRODUCT APPROVAL EIS' INSTALLATION DETAJL -'' � . � IN TOP o ° — KNOCKOUT / N o �.. -I-= CHAIR BLOCK qf z W D 8d NAILS @ 8" O.C. AT BUCK —� Ln P', 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6 „ PROVIDE 2 x 8 DIAG. BRACE BT T W/ 1 2 x 8 VER (2) 0d NAILS AT EA, END PROVIDE (2) MIN. n PROVIDE 2x , CONT. W/ (3) — — b• ' —_ MONO FOOTING _ _ p , ° I °. > (n C) p d > �,� CD VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - 1) WITHIN 4" ( 12d NAILS JACK TRUSS PROVIDED BY * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" Q.H. 2 10d NAILS @ 8" O.C. k () °��RyyN SIZE AND REINF, PER PLAN I-- ° AND SECTION DETAILS -I I Ln M L~ (/7 LL 'd' 2 x 8 VERT. BRACE(S) LEAVE A CUT OUT IN O,S.B, ON T INSIDE TO ALLOW FOR INSULATION MIN. OF START OF ARCH TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. TO TRUSS TOP CHORD <ENC CLEAN FILL .e ° ° r? z , w � TO BE INSTALLED + + Ty PLYWOOD SHEATHING DIRT I-- oC c"i CL .q 4'-0" MAX SEE PLAN + + ° STANDARD o BUILT UP PLWD. BUCK - + + e ° 90' HOOK "� V SCRIBE (NOTCH) BACKSIDE ( 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ + + BLOCKING AS #5 BAR IN ' z �— TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC , 1 NOTE: IF TRUSSES USED) W/ (2) #6 X4h WOOD SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRYw + + + `` REQUIRED,� FILLED CELL, -, , -,� , -,, ®� ti v a ®` a' , ®, uj C� BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 'MAX, MAX, RAID. GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" TO SUPPORT TRUSS + ' ®,� y o C) C) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP. + + SOFFIT + e- �• "� ° °s ' "� ° STEMWALL FOOTING SIZE AND b- PER INSTALLATION DETAILS B-g ARCH DETAIL K DESIGNED ONLY FOR THE SECTION Q@ ENTRY L 2X4 SYP . �� REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE „- SCALE: 3/4 - 1-0 SS EACH TRUSS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" =1'-0" CONNECTOR N tV N N GLASS BLOCK INSTALLATION NOTES SEE LINTEL7 NOTE: IF RETROFIT FELLED CELL CONDITIONS EXCEED (3) PER PROJECT, � � 4 r A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY SCHED. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. c`=1 cV N AT LEAST 2 HOURS BEFORE PLACING MORTAR. 0 0 0 B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SO IT i EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR PRECAST LINTEL c� ca D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL SEE ELEVATION DRILL 3/4"x5" MIN, HOLE SET BAR IN cxa � �- to 00 00 0 N N cv 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE 2X2 #2 P.T. MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE TYPES OR N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP W/J-CHANNEL SECURED (MAX. 4'-0") 0 0 0 0 0 0 0 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL OR OTHERWISE PLACEMENT. GLASS @24" O.G. FASTENED TO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT N & N d N 0 N a N N N REALIGN, TAP, MOVE BLOCK AFTER INITIAL FOR SOLID BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER CMU W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") 0 8 1073 t 4 0 !' - ca CD6 cV `; A 0 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. WHERE THIS 2411 O C APR \,r/ 6 Q N 1/4" EXPANSION BOLT (2 CONDITION (1) #5 BARS CONT. SECTION a@ ROOF EXTENSION M #5x6' EMBEDDED INTO EXISTING BOND BEAM Q C Q (D F CD E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga, PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" z 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 COVER 6,-0„ F F SCALE: 3/4" = V-0" SS FILL CELL FULL HEIGHT W/ 0 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. w (D r' 0 0 © C) Q CD COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP u o � NON SHRINK GROUT. LO r N tvj �j SEE SHEET D2 AND ° '-►-�, -' A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL =' e — — — — - SIMPSON HTT4 w/ (18) 10d x 1 w c] a � s Virtl!at view Assist, Inc. " LO REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. SEALANT P = �1=1�=�1=W a — — — — I I I FLOOR PLAN FOR 1/2" NAILS TO STUDS & 1 () - MORE INFO d cL ¢I I ra 1 4eted and app ins 111R lie Ccprr3', 1th Edition �' * " PRESS PANEL REINFORCING INTO PLACE. '`s '„.,,: '` .�;;�..`�'.f. � k —I —I —I ; ,III=III- I —I I-1 I1=1I I- ° 5/8 DIA. ALL THREAD ROD � " EPDXIED w/ SIMPSON SET J'p c� � #5x6 EMBEDDED INTO ce �vith the E8C ;.G lt air �I��► s,/ P2 ° ° z z —Z 0 * ,.::;.V `< 6" MIN. LAP SPLICE W/ EPDXY MIN. 6 EMBEDMENT & g EXISTING FOOTING fie96 I�w5k�I�l CONC. �.+�V C1 Lu u� COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <'. ,., r' :'<•, _' SMOOTH, DO NO FURROW, :'. r,' ..•.' ' ,.. - ;=I` ',, ';'', a.^:.,,,,, REINFORCING PANEL I—� o' —I� „ 3 MIN. EDGE DISTANCE r, FILLED CELL I �''`"'� `►...► �""� W w U p F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT :: ;::° `'` " ;,;° `.,: , f�I-J�� x5 MIN. HOLE SET BAR IN EPDXY © < I--- Q c G FURROW. MAINTAIN UNIFORM JOINT WIDTH. h '';'::;. ";'; 6 MIN. LAP GRADE a. b .' u I ° :+,;: 0 W = G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAP OF PANEL AND JAMBS MUST SPLICE NOTE: `' ""y �' Z11 ~ REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. z \ T ,� ",�� - F- 00 © Z TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT Z � = Z 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 \ p (2) #5 REBAR. MIN. 3" a 0 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 16" MIN. COVER EA. WAY A SECTION Q � < o Q or EXISTING FOOTING w w I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN � z Z � GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. w 0 Q H- J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION //��°� RETROFIT ��°•++ FILLED CELL DETAIL CQ � � V -J � w Z Q ,q c� z 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 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING SCALE: N.T.S. z �"-� z Q o MSTAM STRAP INSTALLATION OF GLASS BLOCK. Q SCALE: 3/4" = V-0" 00CL 0 d Lu Z w J ui ;g N C7 LAST PLOT DATE Mar, 9, 21 STRUCTURAL 4_0 0 �. _J DETA;ILS-RETRO FIT ,," - F 111- SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ &,, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOGK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING /H SECTION VIEW SCALE:" = 1'-0" VV/-1LL SYP CUT TO FIT %RS IN WALL 2x12 SYP 1"'S BEARS IN WALL L••/ 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (I EW "All 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'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---- —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTGHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER _AeOR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FORSTRAP 1x4 GLUED AND NAILED TO STRINGER 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/a' X 2 TAPCONS @ MAX. 32" O.C. G-1 + TOP OF STRINGER TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAI LS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: ' = 1'-0" -3/4 PLYN ON DECK --2x8 SYI AND N/ FRAMII` 2x4 DRAF' STOP 2x4 BLOCK 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 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER _-/ SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / --J---PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONIC. W/ 14" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTI GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "O" SCALE: 1" = 1'-0" PER CONTRACT E] 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 0 1 /r-XI M l,. UIVO I KUU I IUIN Ur. I /AI Lam► (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10dx' ECTION VIEW "H" SCALE: 1"" 0 8 2023 Viqua� Review Assist, Inc. I.ar Review cernpteted and appro ed sir Qu�Ts�yanre=sty the 200 SRC 7th E itio 9 ros Rehfa Anne K€ahr PX2300 "a o a b Ir r� Lo p4 M ! y a 6"• Co K! »..`r{ •� � "�'` a '$ a ' t-- 4 ' i 1 4 r W C) W Z c aC (D 0 W r.. c U d 4-- •��"Cq00 u� m V) V A� 0 r p C:W o S 0 u:. o �_ C •() U W i� 00E 7(1) �I W w 0 Lu Z)CCQ OW�2OyIxUOO Q3ISZLgL— ZM00 0 0a 0 U) C�of Z aLu _�QO�Lu ZWiOC O Z O— —W W� OW <ILL~ Zc 0 ❑ 'm ❑ Q U- ¢ 0 tL C7 C? ("J zW O I.— � >�QC) z a . M C7 < � M-� Lr) uo) U- W . Q Ln CL M < U Q ©0 W Jo d' N cm m 0 N 0 N 0 N p � � CNJ NO O O CJ G7 0 r 00 'r- CO r 0 N Q N C) (N r N O N 0 0 N O N o N O N G N r e� a4 CDO A C;N C) .Q e- J t� C) CDr Q Q CV 0 0 a a^ Li ♦ >1 T Uli, K� 'sC � CSC 00 Z Z ©W0 � WU�> C) Uo�� C7 W -� O cl 'zWh� Q ~Lu in 0z I J V z� T I� 0— Z z WW �_<W C) �Zrn ,..,.I =' a .. z 0 MM0 W � S �C Z Z ua J W Co N N LAST PLOT DATE Mar. 9, 23 4-1 0 STAIR DETAILS J — - - — --- -.— - -- --� fl -r-- -7-- 1 T 61 �. Ti A'�_: II '• ii � i� � MI-+. I' ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING, 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED, 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS S. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD 1 0 VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads + ^wr-44grn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BF$-OB 8F12.OB 8F16.OB 8F20.OB SF24-0B 8F28.OB 8F32.00 8F$dB 8F12-1B 8F16-1B 8F20-1B 8F24.1B 8F28.1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 Y-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 4605 6113 17547 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 1 3090 5365 17547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 IT-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR 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'(208") PRESTRESSED N.R. NR NR NR NR NR NR-4" NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 23S 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1 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 44ST-40"" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-OB 8RF14-OB 8RF18-OB RF22-OB RF26-OB RF30-OB 8RF6-iB 8RF10.16 18RF14-IB 8RF18-IB 8RF22.IB SRF26-IB 8RF30-iB 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 3699 5206 6639 8060 9479 10893 5`-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 1 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 1 3776 5743 8998 (19 10893 48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 75E47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS M _� 4^/►R� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF, CMU 2'40" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4`4" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-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 1V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAS-T 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 24'4' (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AS,1'-404W SAFE LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAm" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-IT 8F16.1T 8F20-IT 8F24-IT 8F28.1T SF32.1T 8F8 2T 8F12 2T SF16 2T 8F20 2T $F24 2T 8F28 2T 8F32 2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 17636 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 T-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 JU2 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-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 113315 147115 181115 2152 16 2494 15 591 1 851 1326 1705 12084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 (151 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1 1993 14'4" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 1 390 655 968 1324 8 1625 11 1874 1 15'-4" (184") 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") P.^,ESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 11 446 11 546 12 646 12 746 12 166 1 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 1,42 198 306 1 393 1 480 (W 567 1 654 11 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 11 629 11 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 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 4A3T-C444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF1O-IT BRF14-IT 8RF18.1T 8RF22-IT 8RF26-IT BRF30-IT 8RF6-2T BRF10-2T 8RF14-2T 8RF18-2T 8RF22.2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 T-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 12204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) 2931 6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 (15 1980 15 2322 (16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * 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 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 a "10- 0 o 8F16-1B/0T 8F16-IB/1T 8RF14-1B/OT 8F8-1B 2 C- J n C J ° a 8" PRECAST LINTEL W/ #5 HOR CONT o c BAR & (2) COURSES OF $' K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. > G -4 z o - Q �U Zu'� a #5REBAR AT a ; BOTTOM MIN. (1) d u 0 , ; REQ'D U m z16 GAUGE POWERS Q W 4 Lr CY STEEL BOXED r'' a 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. ¢ z¢ 0 w 00 zs 1 Ln 1--4 o 0 7-5/8" ACTUAL 8 NOMINAL WIDTH - #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 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 QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP O O F C ) U -( -, ` UNIT'1871- 1ST FLOUR PLAN 1 /411 = 1 1-011 G APR D 8 7023 t. Vh�tlta� evae�rr Assist, Inc - mane rov+e.w ce1npieted and approved 1ror t;c�ay(,tlant�e w'i1(1 thr: 2020 FOG °nth Edition Anne Kkahr PX2300 M N ., »LO 0 Coo,/00 e LO ,y a ,ppRa a C'1.��¢g1S.9.J��ryry� yy g a CJ W , - a O W z a, nN, Q) QyCV E W C �p o U �"`°mom Ln 5 E '�-' s O .�.. O o Lu Q� V O E "2 70 0 1) � W W W 0 ui Vi W 0 E- WPM W�� w zzof o < < C) 0��`�� c�04-j0 Z)HWHOZm-, �- �t Q 0 0CL W[ M w w' 0 (fin O Z u- q�F < W �9?W'ZOWUOIL LJL 0 W � H � � W ❑ 0 d C) C) N Z W Cll�C7 C) . M C) Cn Ln -J !a � U.) c� Lu f" a- M 00 w LZ JC) J d" ('4 N N C7 C7 C7 T ( 4 CV C) CV C7 CV O C) 00 0) .- �� (0 00 00 C) p C7 r`- (V CV CV CV N tV CV CA N CA C) C7 r- CJ .- 00 O N c- M 0 C C� c�- O CA Ca to Ca Q r Q r- CV C7 Ca 1 .L Ln > N Cr1 'r a� Lr) G CCi CD f- Cr /"' O ww a 1y„/ ./I Lij © in eeeii Z a- 1Y F- "� �moz �-� 9 z W Z T•" 4 [L z z LL z Z W z m¢zo QQ W S1 1 tr' Z w N Q LAST PLOT DATE Ma8/9/,2U23 STRUCTUARASL DETAILS Q REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#51. (1)#5U (1)#5L (2)#5U DETAILW DETAIL'S' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'4' 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" 34" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'4- 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 74" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No, 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 1 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 1 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 1 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 329 1 602 602 430 602 12'-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.4 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 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) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No.5 N.R. 2l'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 219 219 165 229 (2) No. 5 N.R. 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand HE 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED -Lf U DETAIL"A" DETAIL"B" a'• DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r' QUANTITY OF #5 BAR AT 5-SOLID LINTEL I LOWER LINTEI. CAVITY [8xl 16-P-1 L/1 U] NOMINAL WIDTH] L QUANTITY OF #S BAR AT NOMINAL HEIGHT -1 UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL L NT L STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#51.(1)05U DETAIL'H' DETAIL']' DETAILW &'Y DETAILW 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No-4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 64- 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST 2 O 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" 1l'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'4' 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 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 1291 1291 775 1270 2 No. 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 476 936 2 No.5 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 HE 834 834 390 763 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No, 3 (2) 7/16 strand + 720 720 366 716 (2) No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 642 642 306 594 S 4:••`' a �"•. ,'• tw :•:.t' DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 r LOWER LINTEL CAVITY [ 8x 1 I6- iiiiP-1L/ 11U] NOMINALWIDTH] J `QUANTITY OF 45 BAR AT 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 LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN #5 SOLID1) (0) L #5 (SOU (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) 04.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) 04.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) 04.5 WIRE (2) No.3 2654 4449 3965 3965 4'4" 3'-0" 2-$" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3-4" &-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'4" 4'-0" PRECAST (2) 04,5 WIRE (2) No. 3 1193 2290 2085 2084 5-4" 5-0" PRECAST 2 D4.5 WIRE 2 No. 4 1764 1763 1578 1578 6'4" 6-0" PRECAST 12) D4.5 WIRE 121 No, 4 1409 1409 1 188 1267 8'4' 8'40" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 r i• r iy iy DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ r' QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOVER LINTEL CAVITY [8x] I6-P-1 L/1IU] NOMINAL WIDTH J ` QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL? DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 34" 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4-0" 2-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No, 3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 64' PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No, 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1 1319 1489 10'4" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2) No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'4' 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'4' 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.4 154- 14'-0" PRESTRESSED (2) No, 3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 174- 16-0" PRESTRESSED (2) No, 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No.5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 524 524 277 526 (2) No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2) 488 488 260 493 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No, 3 (2) No. 5 399 399 217 412 i~ DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P • PLAIN LINTEL/ ^I P' QUANTITY OF #5 BAR AT S-SOLD LINTEL I I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR Ai NOMINAL HEIGHT J UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51- (1)#5U (1)#51- (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'I.' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-4' 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 4-4' 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 1 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-4' 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'4- 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'-4" 124" 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 1420 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/i6strand + 1774 1774 996 1494 (2) No.4 174" 16-0" PRESTRESSED (2) No.3 (2) 7/i6strand + 1368 1368 771 1264 2 No, 4 174" 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. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEL/ r- QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x] 6-P-1 L/1 U] NOMINAL WIDTH] j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" 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)UU10)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 24" 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'-1D" 2'-6" PRECAST (2) D4,5 WIRE (2) No, 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5' 8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No, 3 1819 4139 3839 3839 64' 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" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 a n. ,: a �,.... ,w':•a DETAIL "DH" DETAIL "W" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ -I QUANTITY OF#5 BAR AT S -SOLID LINTEL I LOWER LINTEL CAVITY [8xl j 6-P-1 L/1 U]NOMINALWIDTH L QUANTITY OF #5 BAR AT NOMINALHEIGHTUPPER 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 REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.11 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 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED 'UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GR*'EL'D TOP LEG BARS; (PLACED IN(SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 00 7/32" STIRRUPS AT 4'-0" cc ao(TIED OR WELDED) LnBOTTOM BARS rq SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2, MIN. BEARING REQUIRED AT EA. END - 4" 3, STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE H T 3000 PSI GROUT (PLACED IN FIELD) TOP LEG BARS: (SEE SCHEDULE) 2" 21: (1) #5 CONTINUOUS REQ'D. m PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc M (TIED OR WELDED) (V BOTTOM BARS SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAI.L'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No• 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4,5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No, 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4,5 WIRE 2 No. 3 10000 10000 10000 10000 64- 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 1 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No, 4 6266 6603 4891 6909 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 5`4' 8'-0" PRECAST (2) D4,5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST 2 WI 4 5 RE O D 2 No.4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST 12) 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 +2 2413 2413 1338 1974 No. 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. 4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand HE 1254 1254 702 1271 2 No. 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1092 1092 614 1167 2) No.S 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1023 1023 576 1121 2 No. (2) 7/16 strand HE 24'-0" 22'4' PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 DETAIL "0" DETAIL "P" DETAIL " " TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR Al S - SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 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( )UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-$' 74" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4" 3'-0" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'4" 3'-4" 3'-0'' PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5'-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'4" 8'-0.. PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 T T UNIT'1571' - 1ST FLOOR PLAN 1 /811 = 1 1-011 GRAVITY &uPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID ##51) U (0) L 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" 24" 24" 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 N-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5.4. 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7.41 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 V-8" 8'-V 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 A-1 W U u DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "CID" GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix241' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'D0' &'DP' DETAIL'DQ' 3'-8" 24" 2-9' PRECAST (2) D4,5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-B" 2-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'4' 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 $604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 54" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 5'4" 5'-0" PRECAST (2) D4,5 WIRE (2) No.4 3765 7387 29W 6831 7'-8" 64" b' 0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'4" 8'-0" PRECAST (2TD4.5 WIRE (2) No.4 1552 2996 1183 2844 TYPE DESIGNATION y y P - PLAIN TEL/ RUANTITYOF Y5 BAR ATu LL�� r OOW�EERR S -SOLT LINTEL L LINTEL CAVITY[8XI6-P-IL/IU] H4 I'MNAL UANTITY OF B5 BAR ATNENINAL WUITHJ] HEIGIiT UPPER LINTEL CAVITY ;+Y•, .•N.a A DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DO" TYPE DESIGNATION LL ,/ pp��yyLINTEL S - SOLID -] I LOWER LdiTEL CAVITY T [8Ix16-P-IL/IU] 0*. WIDTH) `AUApn OF #5 BAR AT NOMINAL HEIGHT UPPEk LOM CAVITY APR 0 8 2023 TYPE DESIGNATION P-PLAINLINTCL/ r'QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY ,y - [8x]6-P-11L/11U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY Virtual Review ASSISt, Inc. P!anS Pevjc?w cornpWed and approved r r r;Rll(1Lllia;Te;1: 'with the 2020 P8C 7th Edition by Llehra Anne Klahr PX2300 SAFE W�RKING LATERAL LOADS (PLF) " X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 74' Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4' Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 164" Prestressed N.R. 369 174" Prestressed N.R. 257 19'4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 227-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended k Yy 1 M 0 r tP y ,. , CY) e J tlY 1$w., Ln F a •l'f+.° i ,' ••�. tl �'4. 0000 I,.� < E• an' x,'e: U W C] z d L VJ -i-- O o U 0 7 4- Cf « u C/7 V �_ A� E ` t p W 0, a 0 L-C'S o U - • 0 u Lu U/ Q E` CA L. h H1-1 N '• U W' �w Ld w H ¢Y O W U u�7 :58Z °z2oJ� OOmzacox OO U©o �p �Z l. ¢a-' zwnz�pQ2-oW°LL OE �¢uUO<�0� Z wQ 0 <LL CD N O 1 1..1 Ln I> -I k d Z M Imo. 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UIkA imullct D400jW C.Aul Emanuel clown, ootwo. Pool lisshoutra( Foramina Y Y. NIA .100,100 Y. NA . 1 ('44 W,C 17C1l Yes yes lol 1A 111)()R U1, Tzullavl Y" yeli It 14 11 X, a I M 112,111rci rill Iona N 'A NIA 112MIR214M, I -Iroc,4 im "M 142(1 NIA i Ficorlda Department of BustWall 3 Prool'osslomal Ragoloficiii Fol I oo I Building Codes and Standiii ln'dr.lkll Product Approval ApplIcat" Dill Renalition 2020 Mott MANI$ Irt, Judon Shourl Zoll R. File% c48ul olloorrop (507R 301-15-1 PE-1021 3ulliCoNlooll laft conripl4drol Millholit EV4rU4** Petition flatin a Fiowela Registered Archgah ., a Oman Road rialdio protairs0oll Frospoll 1PLIVIRI9'11,50 Pmitmts D .., Mil A. itflong SyAsorr, all 100,04. 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LicarrosadlotionItho Proord"oll Enconetr U9401-ELftlakii allailt.ii Allarl lAr Ul Allout-1 I-, Use ordinal 29bm Sao it Nuordbu or Nam Produll Dwilicri nN Hol (lutiorLis Will Figaislaut aunts I and S, .. oh St., "ll RAW0111 too ore, Y_ WA Composes Edge Floornatta --el, I OV-1- 1WWW28 Na Yoo, Composite Edge Floorill 15,ni V it-, xci 0.40(mo Noinhall 041ill laquorlonrad&s" opaill 11ZI ND yes Y:" I'll r„Rompoanoo Edgy ti LIMMO Clodyllh 0, ,ol Zirod��, , k-a'10"NA-R.U. XX ,, OXX0 r. willouinlirwh! 4 0, T. Fob-Cialkirk, kind S11,061I.Shool Norri Jloo,okoo, i2lol; I'll No Y', 111A Colompoulo li snql, calkil rhswon!yed ,141x -oll 5 Tina noro. Tont FoRtler-4oill Ad Sornavillo-Rok, Oill*lor I I TOINI 11, yall IVA CMNi Fckjc F'Ritt'jilool" 4ol, o-'.ol ... i XC, OX w ONC, conlitsurations) 6 Theema-Tror Fjh.rl;+6,,R, troe, Norronts 6411 o Squotdrapsell6quott Opq- y" WA Connomen. Eddie Fiberglass Duul I wAh to, 00t out godellift Khrosomnoilloults no: XX Or OXXC) cortliguireet"llij I a Th-, T,o, and solouri Noronnal flikill Grand r C, its Y_ NIA C.Irripailde godi loight.3do,li Fiberglass olonwil,11, Ill lbwmru.Tm Fleer-Culisli; and t0ra"-snor Ninmo,kel Ri It LW A," d Pi C, I -an l2ale2li 14. Y" Yem RdA Cal 10 1-40t "Inol slill Do. VAN 0olor, 9 1. Thermal ill and $akc*rj,:N1 0 Nol WIN$ tolKler"AlSol GWO IWIQU26 W., "Yes yee RUA "orroRt"I" s4go Fleardink., 0-the i "Rhor OR Atabout Soltiove .a0rulorom RID Norni a4lills4101,VIA: W $.Vtoojul."olol ini"119Tno No orlr I or 'J'n ("compo,ill. erigo ,:'Avle Clow Ol 'Wing, X 'tlW It Thorprim-7ru fibor•Cligi irl 3tw4nollor Nomind aa*39 1.0 &qUetialepood6carot Grookard i2QMr2l PSG yes NA, I Flitoorgarsdo6lini Doorwith llnonnrsaot)ds m Xl DX or OXO Fenalausi 12 1 Tt-T. FolorI41pwili and SAnWhi kjornr,al tr"u 10 A CAR knotoo6quot Gazod No Y. Yen WA Conqui Edga 1911terill Doll Coo wool or wall Moll 11manotinatOurnintoll %X. 0XX01 coniltarraillol l!R Ah Thwhoi FRO-11ol I Non." W INW�sk atal knoptoo6ol Gideon! tj1 Yom Yale WA Moped Opon Cwp&W Soils FlItteroal ft* Door (knoorwhilipoulsoll A o"figuniti I ,ro r. To.- Tore and larro-do-Sol. MoAuo C-011'uXio Lug. ritil., �*Akoa - MirlOX. oll �O��i 15 a. ThrormaTru Fbool-Clossit itiondoRmoodol i I '20 I IN1,12" RoRk. Iran RII01 C4lortrie'll RCI. litt'lloollas CAtoUkRkor ky*lh.A Goo-d loroorkad out soldol kl,ii,4iAaA0usWINl crom In, lor I nln""Q. nkI I'll" jork[ Snlholkoro-�ofioj' Nominal Composil. Edge Fliblaroll siruill li won, resided Dian snaliall (InormnolounwaNg: XCA Ox or Ctoko -fiction.5i 17 1 Tianerma-lirl Fidar-Clainal: and :;noeiill tionlJ"I 90.439,11 Agpd Jnyu,cl$nud. Opaque ;1,. i'202to KVA Wei Foll Foborepall Deill I vith or "IA out (ai Molded Open Sidelines (InINAlrolorOunrooll XX an =0 Florida Departrinerit of Btisinew & PricillRossional Regulation lolkill dl Building Codes arid Standards Product Approval Application Dots III caak limx of Dalk OW prinorip PAIT 11" youlokoll wariourloodurow Clsolued EIRI now III ucy.ha W56111I yoltLbiwi liatoll EMARAI ARM"W ill rolo,lear, 71.or1 III r el a, lot j Of I s Rl 0 P o".11 A, Mhoom-Dack &"'0- Ci Mane -Pit I VAL. lins2020 1048120"ll 11 rZ44l APIDIed Category! Gael Door% 100 (786110-1150 89rilry: ateang mirterre, a-, assarl Convol M Msuhnd Csrhilliel I A, oo,, 1-Ming orrr PJAWW1YOURIll QuabAssuraines Antar-d for J, Ilaw bAiga al Plnlill�mrsdol Nr6.. N- Cattail ode An Hill Oulsild. HVHZ lot-Istol lor"urool 9 50D 65- 1 (1--y. Milookilink lovelorn Mill all i 04!�� Ye, Ill. March 6, 2023 As required by Florida S ot at ute 553,842 and Florida Administrative Code 96-72, pleas,e prootill the information and approval numblers on the building components listed be if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS 1 1 1 A. SWINGING Th e rm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-6TC psf 12/31/2026 The mi aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Tb e mi aTr,u Fiber -Classic and Snllooth-Star l"IMPACT) FIL20470 +80.0180Z psf 12/3112026 B. SLIDING 10 Windows and Doors Series 420 FL15332A - FL151332.5 +40.0/40ol0 psf' '12/31/2024 PGT Series 5570 ;NOA 21-0205.03 +38.7/-,38.7 psf 4114/2026 Pella Corporation FL2646 C. SECTONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000,181001'8200 #1123 (16X7) FL8248 . 10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248. 11 +34.41-38.3 psf 12/31/2023 ID. METAL LOUVERED DRS Curries Ditill ion of AA DG, I nic 607,707,727,747,arid 847 &ngle I Pairs of"Doors FLI 1 537� 1 N./A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-60.0 psf 101812023 PGT Series 5500 FL239.2 litooll 7130/2025 Pella Corporation Series 10/20 FLI 1206 +35.0/-35.0 psf 6117/2027 Pella Corporation Pella 10 Series FL16603 +60.01-60,0 psf 6/22J2023 �B. HORIZONITAL SLIDER IMI Windows and Doors, Series. 188 FL15351 A +55,01-55.0 psf, 2116/2-102114 Pella Corporation Ser'le!s 110120 FLII 161 +30.0/-30.0 psf 3/4-.7/2023 Pella Corporation Series 10 Sliding Window FL12811 N;A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/312023 PGT Series 5520 FL243.5 111 4130/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 711512024 Pella Corporation 10 Series Flan geFixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 Ni 1,2/31/2024 PGT Series 5500 Fli 1. 1 it,I 5/26/20216 E. OTHE R 3. PANEL WALL A. SIDING James Hardie Building Prod, Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid andVentedl Vinyl Soffit , FL,15272.1 - FL15272.2 +75.0/-75.0 psf 12/31,12023 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 R5 +54.21-541 psf 7130/2023 C. CITHE R 4. ROOFING PRODUCTS P A. AS' HALTSHINGLES GAF 3 Tab, Dimersional FL10124.1 N/A 12/1612025 B. UNDERLAYMENTS Tamko (lbr Shingle Roof) 151b Felt Undedayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 4'A 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Th o m p s oni A rc h Nill etal C om p, OIff Ridge"Vents FL1691 8.1 - FiRL16918,4 NIA 91912026 Florida Metal Products,, Inc Vent RV10 FL21580,,3 N/A 12/3112024 Lornanco, Inc DA -14 E x ahlust V e nt FL1 7202.1 +97.5,197,5 psf 12110/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 15OSS, DMC 175S1 DMC 200S. DMC 5V FL1i7679.1 +0/-180 12/3112025 5. SHUTTERS A. STORIA PANELS Global Protection Products GaNaNzecl Steel Stonn Panels FL1507,61 - FL15076.2 Nil 12/3112023 All American Shutters & Glass Galvanized Steel Storm Panels FL,17869.1 N/A 12/3112023 6. STRUCTURAL COMPONENTS A,WOOD CONNEOMRS/ USP Structural Conna see chart ANCHORS Simpson Strong -Tie see chain 'B TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999. 1 - FL1999A NIA 12/31/2024 MiTek Industries. Inc. Truiss !Plates FL2197.1 - FL2197.5 N'A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527. 1 - F,L6527.5 lino 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9111/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5125/2024 The products, listed below did) not demonstrate product approval at plan review, I Understand that at the time of inspection of these products, the following infbrmation must be available to the inspector on the jobsite; 1) copy of the product approril 2) APPLICANT SIGNATURE DATE Florida Department of Rusinesss& Professional Regulation P*)* 1 01 3 Building Codes and Standards 1 Product Approval Application Detail 4u 1i mite tookatioing laid, 1"I WCAfAcli ucuw rawtaor I loll valNi MA1119010 a0mill1l MAgpitill &&Mll 99110 PsiviI 21 The Im Tru i'm pmiiorr Sol J41pal yrAun F Schil P E Ryan J, I P,E a7l.== 137MV20,201 071121ol�,Wl) Appocnord CATRIII ro�, rict"l, lWO) 943-702S 1�`E-43409 f813) 751 E;oert,x Door "Rarrobtes, olasluWrmm�rArharmabu co C'Ornpilarl Kilithistil P-Riluell rapor from a Farrodill ROE Illsun-d A"f.t,(ftci op Al L lcon. oi Fool-dis Fordoa;Ilslunol I'vnief, FLONIMI Roil sillitillilLAUMI Anortivadfardal ApproloadjorUse Impact Q1111110 19 -PrIl Slumberol, Name Product Destrionion cwt3l�� oat. in III Outside HVHZ RCS!Ktw* prosaki it I illenCtal and Smooth -SW llonal sill aquotlimirealliquorl; Opell Y Yes Yes filth r-mp"ito, Ecoll Fiberglass Silgie Door (tro-VOubsi X corlifigunintion) 2 1 Themill Fiber-Clooll and Slancelth-Sulf VarnimISSOV88quodirnracAquol Opel 12J:W20e2 yes, Yes Comillocarle Edge FRIvagloll N,01ta 0%,i ksith CA G"i c, rherimLi-Tirij FW,-Cliol lkndSrnQoil Non I n1l R�= Yea IVI, Yes ii 4. 1 Thorrokill R law-Cialklikek,- and Smooth-ISNOW Noleomal "MgrjL)") Coal RV511Pw1022 Vr"la onsoll (Irnrjalo, Idoon Fiberglass Silgie Door X configuirlition) 1261 f2r.rZ2 yara yorlook NVA Compost Doll Siderfit (,a) RMe.1=a_-R`= or i C00=06) 0 f Thein%A-Twu FicerZiaoill and Soloodo-9ar QpaquA 12f3lr21022 yes TWPL vehilluir 9471YM ilreWnIVOullsol XX or CXX0 -hijumb-Alt 7 9. Therma-'rit: Pbev.,I aliel r,.Mrwithsrka, Nornwroull 6&l i3quotjnVaCr8quo1; Gland 12131 r..X1 Yale, Yes Y" NIk Composite Ill Fli5elgl3s. -.1glin Door Omanorwj,`Ouli,wire Xcvrofrijuraul) 8 It lihorti Ito F ll;el-Clao and Norrol daaI Glazed imill Ycn yea. Y4* I UITIPOulti Edoo Fiberglass Sol Docermil Sidelill (IrelowmWOuisnuini OX lor OXO conflourshorall 0 1. Thernisal Fiber -Clairol and Namirntl ftill 9qwotJn,,PkRIo&quul 'rkZ""l InM2 I2 yom you, yol I Composite Eli Fiberglass. Jribla or yolift6ir Selialopill (lrn,Amnq.f1DLAsyirl ;i 0XX0 MaNkirill 110, L Thosrl rlOol CAesic and SiThowli-stai Glazed imirim Yet Y" WA Camposere �rnnwknkl A ko in oiri ,!I 1I1 Mr Thostormal F call .0asole and 8onnol rorn Snoo NO Rild Roal� D Mel)ritl; nIrjnc1&,lI:RIRRl� GRIALIRRIJ l2rin 1 I!= yell NIA r_,Fn'0 n a�poal llojia I" I i oll I a ; a S I t I ;lk, rxi,s I RRAJ o 0 hill :u lo, I p XtJ, OX 01L.',IlrirwY coreftucallon " 12 1 ThwowTtu Fiber-Clooll and Sma'_Ih-Skv; 1211112022 firs lift Yos N`A VY11,100 foronfloo 'orrMriI;)Cut9Mn0. XX or 0)G(0 13 rn Thorkiryla,-rikFeeko-Classic and liamocrlhZIUur Nomln4l (1&" 6 opaca" lmlr= Yes yea I Compa.1410 Edi Flinergailike. Sell DoorWth XC, CA or 0XIDconfiquindbool 14 n Thairmoll Rjoar.Claul and Stronoth-Star NG,nleol 64#3" aquothropactlilquort; Opaque 1281.12021 Yes Yes, Y" I Composite Edge Fiberglass Double Door- Wth C= coftkeawn) I,, o ri Irk, FibffGlaksar, el Smool"tor 1Z311'Z= Yes WAR r.hapasiall Edil r1tionorl Rol Sit, ri Dow woh 9quod;Nomr-Inr;Aoo`?q.oI f;dl,111-?,,.) XO le cr. Fliber-Crol and Smoothi Norroolikka1mvxiio0olquol ct&qlucrol opoquen l VA 1,QWV "I "rani, elas Yes WA C;oMpOstorti, I F I RAI on Elm I Docor Moll Ji ol; Nas r loorloolc%qual Socialites (Irismirilkl0rul M OXX0 cor1quiraii 117 oll Thiel Dino Rillilor Clorionioi orind NInliolilrllihov Norri 644IRSili IloquattNort4otpoorl2quall Cionqua 1 11"Ron 'Ras T'llho, I VA Eto FiboorgPill Sirloin Door X coriteourillool il 1114 1 T ru I -'i bei Clasis, rlorJ 6n,okath-Sal Nominal Iniltarlitioluor.,it C)psque 12J31 t= yars Yes NO IWA Comincoaki Edge` aloral Son j,le CkPpr mth (l): rx DA0 p E, Thar lam T,Li I'llboor -Cl and SronsouttStar r1orn'tr4l 444,P'L Opaque Imiam Yin Yu No WA composorte I Fiberglass, Dbul Door vAth or ,WIIOO Social (ordlikolingrCub"ni XX or 0XX0 20 t Tinermil Fiber-Chumill and Nornmal 8611 ilquatNon-Implactrilqui (i 12I3 1 1W.l Yes Yin No IWA Composite Edge Fiberglpsa Son pie Door (Ins eirg'O.14-9; X -Y'al-ill 21 U Thenms--fru And SIrlxoth &tiv Nominal 80 A) 0 Aquo0on-Imp-ttil Claque 1031 r?m Va. Yros No WA (.r,,, m i to Ecill 0 Fiberglass S;ing 0 Door with `.uItvllol XC, OX a OXO mmaq 22 Theiiwla,'l i 0-ovr, -Il Sno-,li Ii 0 ooroopod&quol; Opal 112aill Yes N. I�YA CicReeparl C:'ttI" illborless, rel Ockor,00l or 81rh111d1 11oxi Xx cor OXXO not I1Rj1x1R1,LRi,',) 23 A, 112IR9,NU2022 yoll, yes No W06 ,lool 24 x. ThervRoo-Tru Filboar-Choonlosiollind cial "W", 1.,R.I'IiI2102'dR Y" yonol lo. 141A Compoeftio Edge Fiberglass Sal [loop min nVoWsookil X0, OX a OXO =On:olkl an ) Nominal M039;8 Gi,90i $7I8I),2022 Yons yare rVA Composere Edge Rbargisea Double Door Wlho, velthout Sidelturs, (InsionengrOubovaing; XX Or Ol conflituraboorill 26 L Theomla-Tru Nom.al8M39;O&quotNa InVact&qucp4GIazod 12731=22 yes NO WA Compose Edge Fiberglass Slill Door (InstAinalCultaitaring, Xco"Ituralial 27 z,A, roll FII^, -011*6C erred Sim0cloth-Slaf Nommadg&W:OgquotNorin4Maquot,<31mod Yee, ye's NO INIA Composite Edge Fiberglass Single Door writ, Sidaliall no, V3 OX . 0)(0 configunni Not zb lle TN Foller-Cloll and Smocith-Star Noll WK�Ll) Ck 4quotil Impact8cluct (31al 12J31M22 Yes. 'f,,s NO WA Con1pi Ease Fjt*rgnAaa Doull Door vorth or .lilloots4ewula orrvatergioLtAraill xxcor ow Florida Depertorneirit of Business & loncireG&cnal Regulation Potato I d2 Building Codes and Standards; I'v=1 product Apro(oval Application Detail argary or PRt TMI Ott Pmd11a NO Iku Ymiv 1111111i CNN= Endnuaal.koaaaWiduad ox Sulborraftod F&Ammrd Astoniho slulaft N.wI 2=1 NJ Wrd000A and Doors Bal Slander Lute Pol OVA, Sill I UnIll PE 100]&M2I I(Moil 10,`18011210 1211 V20 20R App-nod Carearool Ea'Rvn"` 1 (71709-33001 lie -I it 17)317�8494 ikslcuuxrearry. Sta"i abolar DMA"We"Ites bsWinworoonlikil Crimpilial 114find Feakilookon Rel ircIrr) @ Flooddoot Rellestiorrall Arthflool low a joReRsdd FRI prolie"intow Enarl.roor FIA1116119,51 ?�Vokrl Imt :2NA[Lal WRIII.Pift I SERIES 420ALI1IMINUM 9M SERIES GO ALUMINUM 1rD 0,10 $2n1l)2024 NO oll l45 WA 14`R3l4AWxo4,lk*0Ik,4II0I. R404REIroWCAll SLAIE6 420ALUMIPJlNlt SW 8ERIEF1 41 ALUMINUM li OX X0, XX lW114024 rlc 'ren N10 WA W&OICIIIx 509411 NO"i FORCED 3 9ERIE49 420ALUMINUM II REINFORCED SERIEZ 420ALUMMUM I REINFORCED III No yes No "'A 1463/4&tauotAS%A.cA: 4 Si 420 ALUMINUM SOD REINFORCED SERIES COALUMINUMSGD REINF011iI OX l2n112024 No Yes tit WA yl "W XO. xro'....94 qko-A 5 ?1 C1.5 420 "WhIlrquis 1L40 NOWORLEc) 6EPVIi 42or ALUMINUIli ReNfORCED XKX 1213V2024 No yes No WA Hill Dirpladirrient of Bushasks & Proollotbaskitnial R*QwlatW not 11 kal Building Codes and Standards Product Approvill Application Detail Y, IIIBolII Lill W jai 20 Deg Randall 292 Y+r d EndawAlUeeroll Ysltdakad WVadkww Suboktkd Fall AMMAI Approved Roo,liskill 211 wovillie-clooft^40vituooloverhol D..y,. Komi John I 3=1- A" P. Am.-, P a I oil 12 rx 20 Wile2020 loill 12II160020 Ay 0.4 Corporal Pk30) M341 Q I PE 51737 1 82M200 Calagoorne Ritloe,i,x Doo- 8 thoi-A.unly- 1-M-1 Ert [leerA-Mill C:Flll-. M"Iro Eloietoil Roollod a.. . Florida RKIslersdAnchled we kjohnsill Floods Pircireasionsill EilAnear gh*ML&UMLAM Accrodroall to at" hausoLDLUMrAaRafil, unw Ill N(011 Emoull W(1013 liXit �I�ol, 4 [ K,5 fkall 1,100AIN, t MAW lift Illit Cillvilp I nlrAY21 W Yelloin 111,01111; :7q W Inknolial to iNi 10 amitialocesilillool i 1 6&0.18. Ill. 'el 146,411 Maxhati Garding 1 Zolr2Q.1 lb., Rao Win +10 040 1840 aysi ill top kor libirrookool still It 6001 IUM40 in 1124 1 501l) 0W IAIJ: h o0l� MAK h0leli, 010i 1213112023 NO )e cli"inn, 1Z44Qt91[l lookowe in top N hieffiloollorl illocim Florida Departillort of Business 8 Protercivol Regulation Vow I or I Rialloding Cocill and Standards 1*2021 product Approval Application Detail QA rills IIIIIIIIrIIIIII 111111I III III:Ioll ol li rAtj*fdog Qwl rLa verselon I&WAWUVK kaltwjb )0lial l%rbm1rdi Fail Airoll'ovid Ational Sk4N" Norrolli0inn :020 Al, Torn Rankly ljL LL(; 12mil I Zoe 10i AntViallood C-01 torylim 12 "Rinni Driocil, ill l� 424 i� l 1 .1 ZrCirional Exterior Draw a'. or iblor- R11011rovibi beric ort,"i rourilwit-Royouradgiga, _%WAILMAwramoa AiwowdforklO AMOM IM YO IMINKI Rom Forcouctareas kloorl, ghm DA, WAYU tiouvaial I!Ncsi 1 697. 107, 7211747, TsT. 117, And M 7 Songlas and R." 4 1 ,o, 17, and louvered All 1. And look, or 12L31rtri yes Y., Y., WA Doors hollow "tal doors Florida Department of Business & PrOfe"Ilonal Reguitsilon Building Codes and Standards product Approval Applilcilillo"i Colsoll III IIIII I11I IIIr,,11 Rloiloo: lo, pt* Polo ti Ahoodiffl ads Yaull, wartuhacturforr SiCitsS Pnm�mm A Loading valdiflad SUbMItM fW Ammwm Aco"NM R0100,11) 320 MI wilidows md Doom &enttiYrl at &,rovi Aurdinoolkiritt 6nWntol Undo FIL Rill 11117020 I W.7ir".12o itippirged caredial Windows C71 1) 365.=Q WOwturo, A,:.rolro R717tIT7-8454 31410CANtallitel Snift I Cc#*IRdnl lAd&Dd: CAreflodo Mal a Using OU40RV A%SW4t1a" A=ad For Use &polo D"tw IL92 Pro" 11Aoi MLn*w or Hal ARRMaLtff-Um CMpfrsd Emltatlen - ofHyl out" KW ft%jupom pressure 2 111 SH r2x72 FiATIonso, Frame tGji Single Hill I aoill No yt5 No IM40 Glees V v VirtuahRil Reviewc0til"Plefed and fic affianceroved with the 202 ) F8C 7th Editby Mehra Anil Kjahl PX2300 (3) /1�� U) > 0 > 0_ Call 5 CL 0 < CL W Z SHEET NO. PA 1.0 I ,+-JE (D W = Vi iiiiii .4 .... 0 a) Florlds Department of Business & Professicuriall Regulation PNEI06,19 Fbirds, lindpoliverd of BusindititS, Pfalossil 1,loi�uIllitkin I 1 ,f I Honda Oudizediliniontio(Hudardidi Roodrosslarrial Registers" paw I at Florida Eapartmol of Flursirrill & Proftmsiona� Ratillubtion Poll I �1!! _0 � 0 Building Codes and Standards Ill Building (Aidist, and:Standail 111��;Ili OLEIlding Ocular A do SliazzaIrThu Iiii Building Cadw and Starthillards. I'll"IlOil = Ill =3 (D " Pirrodial Approval Application Dertall Pd Eadail Approval Appileadoni DoW Pooddi Appitioteral Apidifirtalficin Defisil Product Approval Application Detail , .L_ IL- = 10 I 0- C) I l�� OA:li4ai � � � , , ::': ,� - i , , .7-- � --- ---.—. . ------L'-- - �:!,I,:!::I�:��,;'�:i��!::il',,'I : ---- ..------- i 11,111"Illi'll: Iii 11:11 , i � ! :,!'I!!I�",:�l�l!:!:i;��i,�:;�;: : , lrfli�: . 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Sidersing EIldritner Door Aterlefreller, �A"f;KlfgA�,TliII&It�l�lrUi0,1i C~q-1061 dir- isr 1 � 48W Or i"ll �II!, rNlIl C400(m� odirturris T 11 ri 2183.331h] Elall I I dirkril ,lini �ogrlwloll I,,I,r!l i fleadcoodier flithel Eindiflintaffirannitormasm, Compllan*OMOM*d� Csolvii Raparlifforrial in arribcallescritro Single Hu.0 Ill i��:I,].Nf*mawliR��4W]4,�i ii� dil "Calletill i,holitorwai 46,10 ll;:ili�lill:lii-iW�C��niii�:�i��l,i:::��i,rrt Ciathadwise Undrusill; [,�Irddfil,mfisii Pat re he L.ii:gLkg, (3) -0 (.,) -0 P crude �4m,gmMred inchinso ii a Licensed T1.0dis C."llsoure Irs"Ifted lielki hi"l, is Jsl concl1willo droillixt CliuTdollill'i I 11411111: ill I., ji O - — _0 Prillessupi Engineer, fjZ&.5?LELft51ul ITLET11361-TH, Flug.sts WMA"14114"i = CT to 11— O 0 O F.LMOIC-M PLydincts liruirtil sidaddidard saw Ii haujili usual Wilb libaro.ii M�Ivtedlfwlnit "Wass-i YEEP fortill P"lal Quididuamolainn Misawaf-Ull awastursel U Un MOW PEz41Eda CL C �;: Cdoucalize fill Cau !hrand I Orkim f1drCisjurall Tama oni B'-h%rj�vl,.I.10:1��Ii�.O.�,."�'ILlkm-.Q�AI Cut Nowl 011114121110 A 5" hill outill WM Riddinstal Panel = Product added, said jailadist &,Nlw�al�giI produedl—"Iddlogm EctiCtract diddrisiddiii iltigallaIdEdzi Pat in Ailarazurti 1i 2u= Itul 2 R-qttwixt��N�,,�is�XII)DO-at-xtm hhWl R.U.1W.PiEss(Widd Quarradd, takanters. i,,,,,�ll"'��"",)",��,i�:�i,,,, 11 ITIMA `,les. gwg*-Kyhz V., l"Elibud i MW NO Boa lonsi added djuldrilix or larle Evidista Lassucarco iiijuni wbriallista � dai Quiodal.tiza 1 rIVE TAN Tit k 12 firill i 040514023 No Y" No .0" Ell 0 1 1 — §M-# sififfirber or � i noti T tiz _j ly doti Enm 8HIIEW.L.Irsid Ittil II111V ':Wri�(nl-, E His I " Fin ter d III rH I Trial lioi,��ili�m.11iii�ii[��kl[,r"I n Nills, '7111111204 iilki, il trill .15ii - CO I— "-r— , � M 1 a U�o�iTwlrfi��Pit),,4,lwmki�si'i,d,�:�iii�ivA-6toT lool finist'di didid ii I irdrildruill iiiii1i: Cy�oqig, 11 2,131 112111TU Callooddis, Code Ffiroodood, Drow Nia ire -it, I [i i�',Il (n 1 b. 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Daparmadird of Business & Profikilerlorial Rogn4atlion II 1 o' I COMP04N Gilgot Fqb"1Ew shi Otter sullirlillIqUxIll and Owni jr��VIIKI� RLwhil Goidides. add Sta niclards; 11 trial Building Co diel rd Standauch lid"'Ir ill Oida,ArE2006considit X confilikidartairill P 9, Tinewrost.-firm Firldow-Chowill and Sr-risetild-Slow Nominal O&M�QaEquoU1orllIrnrnKj&qw� triparque i Compisista, Edge, Filtorgil I Zrdioi I No li i'll-ir, I fill's, Prodi Approval Application Detail . d1roddECdt,lirpoil APPKAl Detail Prodil Approval Applicittlon Detail � -�,,Iolilqlls) Onswersillp"14VAiring, X0, Oki, ONO i I�Tzznzfaa — ;:: �: irr:, i : , ill!': "Irl, , ,,Ill rrllli'�I, : O!''', , , , , 1 I j;:rri;rr�:::rr:: : �: � I I 11 lilittova I : : :: : : ::::;::: I-: : I : : :� � ::::::::: ------.-.---.-.----- : : . ::: , :: :: : : : �:: �:: ir ! : : i: � , I � '�� 11 ''i , 111 I , , , , , : I :!ril: i: ! ,I'! 11 ]IiI,, I 1, i 1: " 1, � I,,,r 111,1111 i rr: jri�;: I!T ,, 0"rdfr,i,Tq,,lflI,,!I ;.-.- 1j.;1.T,.l[4-,.,� - 11 Ill 1: [:,b � jr: � :iij : �Z� Z� � irZ . �!Irlrlll : '�, ,�' .',11�r:- d: !! �, '! 1: . i. 1. 1. 11 11 I . � ;:�:: :� ,:,�;I. � �. 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I . �, ::::::i:, - I - � � I I I I I I � 17., ., i: !: I : ::: . .:: :� :: r:!:::i : : : :: ::: . ,� :I I I . � . waft a A" 2" CAR Ifflidial; .: :::::: I I : no I Ydriout0drelftht(IftirseVoubi XXdr11)X.XO '5542 YMM KIMUWIA= C""lighT imlw_urtv�-. �Il.� t k %ifidi 11'addlid " %. 6'addrull ifinarlinsid a" TXO y3jail mooradiallitudid Craidurruil id endi is gsE�l"gms� Ydobbul-h YIN§tto blizallaill Ex,leauatial &,'OR* MAM TIM AW HAnufactura goad atamnAlim VAllitabod EW V4�dWad SIAMVA&d FinAlastrearall Atualre MANk i & I Theffirrilolitut Filsoli-Ciassuc anO SlnksdVP�REEr MT)IIOUF2tiOng) Norythad SILMO Arto"i mrsparsaidium Glictrod ,I 2al =2 No YOK fillo E14,4, . AmsTriells, 2i Pollrilinsurlsor .1"u, iii,xill"lid, 011111,14 rilLk. Pq.. Q 1, IT R eu�oir I�,"I'lii' 11� 1-0 -,�A: 1��a,..2rl�ll -1 I iii,1117) lq� I til VZO20 Edd�*dt Fiedler" =m 041 ftiriddev s `11 ukw% 011111011ii Well Wit IT I 11, Fig, dolicil tl LIVIO'. Pll� rVildilwylill 1 oh)"P21r:To H111TE12W 12 I 1, I 5 I dit) 21 0 drodirseed lonmwako 420 pril' lnowswn J04S Rosenwald sinsoll-Ustills RLCO - C eir %6mi�Ulde 8CC.C.1 - VOL I 1 054P d1ii I E,I)SCOX 11,411,11T4110 foldirdird Corroosdia Eric[& Fibeirglatilso Sinalle Door soundest! VOIll.'s (94j),oul; fi U[J lirrflh!, Wr "O.) Caralli dals-rdi'lie 1:11�11!11 31W�Tidxl PIC-ITill"I'l IN 7�,H ( r494 Cenral likifildill (041)OAffi-clarl (766)315-2w 10"dow"011owanorski X Paralioutradors) Silibilinisporl Fix,i!i,rl 11,�,��D�,'�l,kl�'�ll::I��:11,U�JNIO�O,� �,' surnevorki hulksmis l�:�l�Iltlil�ll�N'ren��4�PPI1,�l��lI Sarldclidsoi Will jestillorsithat"Wrolovii 10 , ir dher"o.1"wildhew ilti dower and Small Stwir bildittledd SAVU.84tirozzion-linspactUpot Gained 12131T= Connotelothe Edge Fithisiggrow"Irl T-morudr, i y l I'llo 090.01 roorsellution N�Who,d:,I�ilpid��M�i:ioill��p,�ii Wiek 0 i ii �-rl, I . I . � CaterkdIanso Madi Endration Rourad drin a I'llorill Roisill III isr�hll w a 131�rsrrsodl fle�ld. ICO"IiMUWAMod� C' WHINdiffich Mark or Url ofir � :Sd�viacts) pasising(cisdirvery; Vaux (A Oxc� t,64&1$,M,P:4mAd&li ri-islim-el Dial , rwhAaftwatrok 11 k 7 hiorri-el FirviClosi end Sirmorn i6tor "enfiroo,le'llunio Teolsort "Elli 8quilloriklon,intisticilillsil Gandil 12cf1QO22 No Ye's No fall Quistu U asslaa heading W tas api�is.'dK�lprLwi Taipei VS", � �11 I SWAUAH"99A AA&BrktWLA 6AUJaM'i9X M I, lMA4 Q111im I (lor),ilsordso Edge Fitivididist, Datil Dow,l or 1211 Istral l�l�2�g"��"lgrA�VC-2�'dNd'�l�l�l�` Eupristill Risilir sidail glartal EmardI* 4 Dig ill 21swa.2reiii &nlw Imidoz, ill Aw CraPEdiJtWAl.j*AEdn.o�-NI KoftiptrIUKIEW owgAgnitALnpn Eft"?, ip�TbIEk.Kyt4 RETATECEssit lCulail odirsdatilsefolishwalillualOn�rOwsoMilq XXorDXKO 5 MiluriSITTO Liturido Trididlit, danor 11 i FIREnVilindioa, 54=013 lim, lrrrs� ltir� ilhir, CEWMAVEloul. NatuddecUsEl ATEETEPTIPPEEILUEE,litut $M"C Simi T stri i'. ArlOw-AiliffAiltdil Akoi,l daull OUNtrididif yorri i i him ridefigurations) ANA ,�4� &I Nalial 0, acialuiLboax �e hastaid.lastuddlissidso Ceni FL93itt Ill DOW rr,lllrk,4�i Nun: Wrildin 121111pi Ed idifitz iio� Ownersh Triftist )i Recall ii Ei fr;uwa A 1 2 I The mire-Tho Flidist-Outood: AdE Sithooth-6z r essionaT FLEATIO,"w'diflork A misiscrikfal Glausizod 12431i No, Yes No NIA ... iiiii, . — Edge FibaralooksSingliviDoor I �:%imnipastrisk 1 Ismils*wIsswil K =rTsEuradissirl I 3 rn, 'Thwernts Tini, CIPOIZ111ared4dorid Silsoltio,Sid mir Illoroortat 7&*W,044,.Dt,No�llmpod&qLk*13�&mW 12al 12022 P4. It.. No f4fie (:;eoaodrsWg*Fi1Ewg1vwS� WiCkaorti Z, adiddi thess"gode'didif r OX o' QX(T ounfliturnburrew 14 M I"I'dir�'d fill riflits'.Cileade I Cilselorl4rcid Elleftlistal 11,RLO,�lg�091�w,��li�pl�-imp�t-9luoti r-lindi 1 ��rd I r �Qj,� r14 Will 11140 NO, i irXI $ firli Edge OINOTTIRM, SO*, Door I ElEl"InTillawinswing, X mrifigursibort) 15 o I heirrigh li F*qw-C"deral and Smooth- Cold T'llnidtal Vill t1okoldson-IMPRATEir.w, Girisso 1 2,31 I'M w Yells did NEA Cidnisculd, Edge Fisel,zhundo 5inglaDiDorstith fidellilitsfild �litt*raCWsodnio� XQ, OX tor OXO F�Tdilluild Or7partirtill lid Niiii & Proffordsiontil Ragulaillwit P al, I e` � Florida Deportment of Sissidnedial & Professional Regulation I 2 a 2 Florida Department of Business S Poidi'mional RogioltaTor Feet � 0 4 10 p Thromal PIW.r,:Pa"kd and Surnoothi4dar" irdirrOquirsidialikir Pillared C.6it3g�D&qw��t4�oNl�rrkpaa$qL4oI Girmerad I =I roll 1,14 y ii do 10A trudditirg("oddrs at-irl Stitielorri I I I Bri in Cindens Add starldinder, ITEAMI OiAdding Codas and atanderchis t".1I�Ir2l Quiddessi Edge, Fliterglowe Double Col iii oil address trelislibil Ell"s*rcilixti Xx 01 OXXII F roduct A Appile 410 n Detail issiddiMt Adopir Call Application Detail Nod U 0 It APPIETOVall A Palk EaWn 0001 1 w porclissill — - - -,. 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NAMM" OZ11,2011 rl�dTrPs011 916114=UA ijil _d �11�rZl2n &am" OCISW71 at" 'Approusil I= vasim Pirelli 201" Altusatehill OAF loam lawamEAllum MEW gx Thisaidal hilluilitil ut;Ajaugs Mishow'Suish efrobortillarnloon Jorl Kmidol0i,PS � Zil E112102T 'I ZI 1 "'Tar.'ll ii4l'tWoln swagual Alicia 0 'r0i 1XV.1if Appro-A 1 P Thrulter7rd Pilder-Cledsoc Smoolle,9st jf� ��Irilinrd ld"zTE�a&qw.iNidn-TEEddw" Oradands, 12MT20TV, No Yes Ncr I it'retirw idIT4 Oooil rTIODI $0.03510 PIS 11052 pd;z,� der -ME; counighl Popol Vi PC43odl rlll� 51-5555 rziiirrda�sodldl i'd 1 calsomEw Modern -0411 1pr-llalao 1-i 469ICni'rM Ell r?, s slid C�Pmldohlls Fral" Filissairder, Satudilithiser si sitrisirrestridli�OK01,1 0 id (111�I�l�,��N4�,limpi��lh,wc$ sirshcautianic Soo" 'Er1�13hilr4oludlitifireas 61.1afratialloy. 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W b it nd I Z11 di'l 21 No Yes HeA Il Cti r I E� I son I arril !: lii I I isri 11 i 11 I pi ill TO I off I o � 2 11-11trill"t isl iddiiij iffilstroilmiltrill Eir I it"UTID, irres i I ri'lle, :2 I Olquis�AAW.. t4&qmdt; &.1114 il or cdldrlillr�ll 6,1'1 I 2.nlrAlim No Ile, I too nomoblishis liellrosgill, litephold soll 21" v Till Ti I ii Fir,-r C1 ss"T noo Triincuth-Star ljol"111611.11 I itilOrrit,ti rroor-&To�4 011lil�lril 1��r::11;191012'2 No yes li I ,it id ddiumisr(stiaerbrilluir Wirstal Bowdill 9,Pdr I or 13irod'i'llillyll islififts I �Pliii ro, i R ii Pi : i"O'l 1:1diiiiii Fi�,1!�ilglg,!�!�:�,,��,��l!�l�t rjor'" I 11 12 Rea-cmAw.; Soffid, "i - Gills litesil Goll 12nlf2G2:1r N. Y. No EPA i,11Tl4,,EdrI1l!o 11 rVii,0119`0 Urionnill, Ai OX or CX0 , :5 6 rildridichowkwNeadiroi Son lilirrilid, ruildull Vill!ir Q0111 12isi thi, do to field 21 w Thormoll u F libill lassil alled .nroothi ("onarrijoini likillit and S1111 r4inspointicil Wernlitall ftictlifir &qwz1horr4ir�ldddoEqwiPl Corel W101021, No i 1*1 I 11A '13 11 &q,n,i�1sossrj%Eoo"&qds1% am iltilill .i "Ityll Slea I 7nimizil ll,r� i Vie Ris romporent Code Tilinclus Ill 04sair 111iiiiiiissIrr, ATh itarritaill Sishisairl 1!1 �ill�,�ll��,11"llgl�l:�"l�wt��yr IT, i't, dlji� or Ti .--.1--.--.- ..-----.-..----.-.--- woil will"To I 24 x, Them lr� Tru 1:Ebor4ill El Sm.0 i9tor N O'l 6641COl D ifiquoti t,��:iii,i�-Ilir:i�l�Nme�,U,lqli,i��kt� Oprijud, I V3 iiiiii,22 T, lo i T4,11 VA corrileoditis E"dipt Rbstionessir CsTIT1 P11111111411fir sith V1111110111d SIdEduzdz T� lisolitiriTOTlioneondii XEz, )EYA re Poll conargireadomid, Ic Z ,i T�,p�rmo�'rrt�F',�,arLCIAI,A,tom,"�n�on4�,,,%r �iominal,ugOI5,1��$l�l�Jt�i��IciiI lireorturill'oti ��lfi,E7*jrl 'I il`TV4`1IiTJ' hol, I' or, TEn hill, Cisn"En"Its LFtltpo Floarril'itat l),aiT PlArolel IIIIIII, 010iniso si"ttil,,�j �'Inilh��,l�lr�*��i'll�u�t��k. lix Xrl)oi Is i(I"XX Florlicia Department oil Buiti d & ordleaddlontral Rodolial � Fed I ill 11 Florida Doperictinion� of Su,wie�ss,& Protrasslitrool Regulation test I Or I Florida Derponfindard of Burrinsods & Professional Regludefirdir Pool a I lxrrEwwt,xul, HAIWTI Cordirds dirld Standardid. 1`111141101 Oullidling Codes arl Standards I'll Builidlidig Codes and Standards fill 26 a ��quoirir�w:rr�k�-��o��Clai�6icon(jZinv.vqii��"r Non�irmAtb�%0,10:Cl&(ilO�0,tlr�ll'!:]Tg��:l��'l�11141::'��l�a:o'�I 1�1�0)�,t)4' I lo e so NO ilirr rompoldhor Code I'llisirl Wee; lJolli irro ill illit, Vir"10111 91drell (IAVuhjQT:'.11im-Ienp� YX ii,K),ro X�I,101 P�'otluc:tApptosAal:,I��plilc,Lition Dkidal Product Approval Appillicalinud Doll Product Approval Application Dots It asnagurpliii .... . ---- . .... ...... ---- — -- twiluall'ti -... . 61fiD[jitzillt I 111,11i I 1:� :� �:�:!I!::;::!::!I:��,11!:�:�:1,: ! !ir I rr;�,i' :::; �:, , . �. ::::: ::: ii! ir:lil � �: :: � i :1 :,:�i�: 4 1 1: : ,, � : ': ,, : :: � 11 � . 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Ill PAZ i kaLLIEzzillou Jul I Qwddr Rodix-% ow pill Qrsz-FICE)i A" �.!;* Awaz an 2" pill land 9& 213 zb f-horms-'rinj Flider4la" arm Simi= ,SWI, Trorninal. 6ifloatil litcluct; lioon-hrrdardllsquot�Oirl 1 V311112022 NO yer, liki Pirill 11121 vitial Itiaddidaratim aill tatilh-, 4 slill VAUJI41A les VlWckElgid §1111121.21 rill LWI AkA91101 ilaraw, .5i addiddi fluds"Ear (1-Ill LULIdAL4.6� zaralisded Bit vall ""Ill if III badwal Awa1w ;EjlitL Xrl Vi Ea."Vf.11u, Evulrt# ft'disiner A I _1,�-tf# Y�4klil ?4i l6hil AITAr "lifEfidd offq-Alliaoddl Otill Nk�ws Corn"Itor rtuille r1barijawk Doul Door Vial Proton Imil IrAAAKO OrAdIr Flitiducts LLC III il 110)"k ljl�W", .'a'd "N FIRW41�14idl. PL 1410,14102's 06,797070 ;0/1 VI V7111 17m5ro"Irl 1i 11"i or �J.11il "T �: �!J, I III E 111ill :K1031 1111C ll I r,:IjI,ljlQ I �rrijjilre u'll"ll �, ,, i uv ....... I 2aidnill R. Terms Sitwell M Alhill, PE 09i Owildrill OrdI.12do 20 11,115istiMiTi dreirreted Risidolip" 2i Flo,ids mirfill produo" lee Clark jidi ,j Ar"Or, t Vilwaki P E a �;t-nl its tindift PE OrsttlriT.1025 olaullmall? 10,04i`2012n l7niti, At,rs-d 3TEP030i3O SidAlsols V w6inah0savoill OM Cafildsons; Rcluslir,o ,,, "fl?'111144 11i "I", I , Dii3O "2-'i I'llrili'l, C,11 I III Dorr I) AIIIII: 1: I , i ll:Nll li,iii,q Fir, 1`41K1 1171 T�Jllrilfl4ldq Costil Pool 1904� 1 IN.1 454alb cillUCA rollill'"-w 171 Y? 317.41414 2`2 Zo, Trinsiniturs l,rw ribrud-cluesidirl ster:51olooloAdort ouldfigisladfus) l��!�ol�illniallW�W,D&quo��on�hTowi&,�upt; (,julse,j izlil 140 Yes oil dillsi g.tlr.,�4.9.y:: U.N1,11speorrEs o '_�I,wi .... O" � , "i Orlilillilivil: Hiri'mil":1 liten4iiiiiiiiijilre �,:ir,m�ll�,ril�1,1�,�::�:ju�::!!!��ll��lI li I 0 on I.,,Wqwr),.hui,x0vaE,ro,,l itutcodirtrul, R-4oq,A,- —, thrill orew, millil Poll.ruhs, RVAirlit "I dantaillunne.0- FUT11242 . 11�%rlrrfiosidn Edge Filrandirool iTir'llk [X,>,' ,Als 3190!4� il Corthplial Mortimer rr�lilol Room torli Friends RognothodArstrinni Ei UrislowdFlittleut, rimmigirril iii,11 ,rilNii Alsirtrig:191lomrin creashionsellethireft Eeitlarill H.El *m . I Ridell �llm�,�,'A�',Wr)l.i��ii,',,,�,�r,g: )i WX isr VA.0 rAttrillilairlils rehired: 9,11ilirrilirrin Roderr form a Fields Risrusub.dArdorts0ow. Llom,snl Ploti so zd `nnarrrwa�Trwi Fi C-lossio and9throotf-Ster U ill i rarn, llonionol 89#1��0&quot�l��c�i-��Tipa�,t,&qL$Xi Gioldirld 12W EM NO Yes fid Wd l"Ira"Isiol Crial Norldis RouldrelisdArtrilidedi ol Uliantedleloride P'Wirsoliel F�Elhlnshs, � Computed, FrOfirs FilsorgEldirei Ciduside LTodr wrah E16"Allanpiddilids, littirs,4111011101! oflisli I Jul 19"2 PEjazzila I 43&I�ZLli,ini Siduslits filloolligivdilureird, (.7,Xiii owiladirstlosill Argau'rekillizei W 4AWAUX'Widut b" awiti. Elet'lliziliTtliz mallead, Quail Added disor Tizetilijet.raL,ilitia Aligirdal (dir Va WUWI 2NM � 31 Ze. rhal 11 lu Fitaid,clandidicaled smilootharct isall i�&#S!pial lizervotilition nD1Mv,l&qrKA� sifildres IMI WNW <.*is% 'No Yes Ilk, NIA 911A 11 n Eaddidif aredd, Wffgs is thuze 1"ANTIP) illard Urnarlileirl'stitioHl"If7l, "a=i0dialfair" lerquili orsoll xoL;r.,IIW_Us 06i. 0 23 lalulili i re-,Wft A�14 `411 all UA ti�,,-Pkrir, We Au SMALL UIA&I AmillyidUEJEEE, amw 19 ft xma pt.tm " ft, Ust alwalark, I�y1rifW104 YO oftookod P40 �r— � ! (iProdurmstirs Edger 11ilitold r ilre4aws t'dincle Color i orwill 1: h O ull I 4, idir 1, E ''T 81 dir it t � � it"i I undisTrestril for use In I HVHZ isilledlitidwit Allu'll I , f=aLugzwjhniLULiomo rA N140 I � I ii 11 III i i wi-10 'Ili Fill i oleiri 1: is ill I Doirto Ili TO III Lisludd Dracillabe dquincir zurdiradist CRT" 20, I trieft rotilvisinfill tin boMe, 1XVIOST21106 to Hiliftj yes (huall Hill Yes lideorwilawas EVA bi=z I '"',".,O,-,L,&.-Me enihilludi ittenterearorruwafta 1, 4� K ftsis 0.0t6i"Alinsurnins dinittlell ITT:31,14s"irlisTir K, OX� 10 ar'l!l Illi, lx,i rilidi 2 1 or"1111IO i1rd I rl,dir,r', dri I'll"I 1, l 'POIN � VQ I 11.01undefttrinimen, ril use ir, ErIET, earl 064012i N. ,Y.. I IN* a ANKCI 1:�i:��],��l�[i��,:[I,��l'oi,� .1u, 0a, TOOTIV2140 rj� 'Its ,UA �01-%: ,I lill 1 11will'Iri011s ", "I'ViliniO jil Rididi 1:10iii VIIIII irlill I �"�'�'L'!Il�""'L'Il'�or'e'�ll'��l'I'd "Irl' irls'j"c"It"Ord' lidullairziri i',,-. Yil,,� PlIA EVA I 1 4 I I`AAI!�O J:��l�,11,�:�'�,:�[:,,:rlN,�'�,�,l�l��::II l I drilre for I'llh, ,,k,,,rp ��ii,r�rwrlo.eilii,�ii,�j�p�iii�i)alMe. Olds'noldlidi Y�r� 1, w; i TVA I I , --..- --- — ..--.-.- --.--...-- . - . . Floiddid VidissurtmollittlEausilriess & Professional Reguldll.,,n I I a i I Norldur Departril of Bus�rl 9, Pirdfissolizi Rilquddifiri cood. 11 ord Florida Department of Butfineas & r1tonesslionall rit"Onition P.a. I of I : f � : Florida Department of Business and Professional Regulation Bulding Godords and Standards, IrnsprE 5i 19GUries sad SiTirld4aldis 111T.WTO Building Codes and stordal yall � :� Building Codes and Standards Product Approval Appilication Detail! 3/1512022 Product Appottial Application Doelail Product Approval Appliturdon Dartall Product Approval Application DeW f ^ %00 I 1:11AIVAITIT!" r'' I I I I , '' � � III 111,11ir I ... �,11 11,11 11: jr: :!::1,1!1�: 1 i � :: ;,: ill 1 w I I � � � �l:: : Al�jlll:,I, " I : :r-::: : : :: . � ::ii::::�!:!�:!:Iil�l,::�,:!�:i�il::,I!�i;i rI:i:i!::rrj::::::: : :::::: � : I ! - � � :: r:: �::::r�:::,::�:!!!:: :: �,:: : : :: �:::111::�� jr::: , - : I :::�:: : : : , , - I I I 1: . : i - — � U Umal 2 I :'! I r � : ,! I : �; : : , !! ''i I I 1 � : � - i: ! lr!jjr� 1: I I � I'� 1 � , — I . I I � ill ei'J'z2 I',, !!!!!!! 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Q14fildnAl1ical WidutL21 Atwee, freer, ArNtO U1111ti I114. lior, C;wiii ir, ),,,Ij,,iir Vdidli !-dral I I `",�1111; Ol I 1,11,1:7��ljr,,O I autaill -Ar-alu2� oil 29L�a, Apilirlirs 4 M94t yeal ro"Isli'll iiij W 9#zmll:lw�Wa ildhilaill Frisistition Ispol Ur.� '06" I"IWKAlhmft ,WAOW.k �WAA" hilturim I III Rosswit "Nords, A, T1110 Jr., I Jehri Werefrors. PC OTTY)TV2020 0,00011,12tati, 110001441120 &qgmm awn 1121,16020 Approol M 4% � , 990 Ell g P" 20A U" Voill Rr'Itili'lu i I.! � I ul 1, Pill-1111242 (Ti7i,317-N54 Caboarod, roill odD1);54)l!I,ETW so"cle, � LC 129!1� 11ir, 011i'll Gaildistron shufters (954 � 68).7545 PRA4167 lill 772.6224 %jaw 1 , � .l 2il manighctuter Contact Eng In efer & Va I Will _yp. Ray[6jol� ZIZO 1 LASO, USA MaurTAlpett. L ic al john'W ,Q& .PM 221�gl AMkM�ttjj Pill ARWAnA AppEuved njing I castn"'.0 lonlinx fK 12EF15f2(= saloctrowtvT Pori Ai,elu,ot Its I 111*11 III all �Iiu, mi��tiin�l[,IbRoc�f,iiv-i��,r��l,l 11 d-Inell"i l�:1;#�lt�YICN�l��;l�ll�ll:,I�I W1111 subcolagerld ololing -nits C"Ill.-Gm,dha�17fi,�.1,�atl.,lgq!r�.,Ill,-I a RocirArldirsitillaberil re tharsOodicuri Vir" Poitiers F mwllIom MWwd; 1C,rOwidets, Rill Ition, to 10M.'rithinsun&Wrill In Crategil Roozing 0.95423'11�330S�nu�lped@polyglass�com Robert Niernliden Knozellich, iii &AUR!"i rordinelaskirahild Trippir"ll N-0 0 ,I, I I riddler,E: lo,j jo.�ji il,l A L 1, jrjoJ El, WO Proetwor Strihiiii rizilly Florl Ruilist-dierdVold w a U.Wsord Florida PrdeakAnd eirrandow I .0 So b0artrigo ry � Jrldedaylludi PE-54169 (954) 772-022.4 11mi turJECITUIE-Marreuds, ?:"Of.iliollo:l Mildinol F 11112 Produch %alla Ausuallitas ill"Ellit,iiiii,il Via Us 6294yWa.lilia ITTERM, codes tL_#)Ag"j iffulditions Compliance Method: ' ` 41L- �" " h '%'rd � � � � I El at �, I I 110 11 cortigg I ojus 41"s I t4fA" C"LtAcknarnill Eluncrouglia VAls bwLtu"llauan b" 2mm E QBRWAK9A iRv.t amp-A'Al"dat �6Qdp�ig!�tog.ig��v5j�l! WIRTECT thowl � Ill cald Old Gingillish IM -f'110!6.lt1.1-c0 1'�" 11" A" lawaskiCKWAIN-didwalmot MOOVAIDUAdON "MA"WXUU.DA 261-I 19 Itia"A fludwitill � Evakation forporthrom a Fill Registered latilut 11 prod"Eawate inol i Nall Dlicks,i I . TRI EkAtj�,Il 1�lir,l libastill liestrilluall, cocaul fisell'i use btiryii �:��ll�l��it�i�:�:,�leli�O'l-lill�aliKI i1wild"riiiii 112,14i in zi N. TasiddJuifill i hadusul Ell, .5luddrida ,ij I i'I ::,7 , I 7 Thrill A..p PrTinell shoray W - El shens sainjil:ITTITT Soll r* Nods -.8skscidion. rA l'i'l il i %r NO Yet NA Nits, I TA ruirdill ciev"Wed Shud Morlin Pilinesill-till CarruproodiodetiolusiondEv" sirrim Parrolutaildril 12MICITZ5 Yee, "i yi i -6-11, Archrisfor or a Usteddal il hil lisl itforwillonall dll-�irfirl lm� Ei I rildill'itid TO F lio,dr.101 11:1�tlll — --i"-- 18 it 20 Swory ow -4i Junsint, All sold stake Go.stly 700 - *.it., 31M. inotop: Iffir ithakit Sol Kill � Shril Woris Esswill, IT0111I Ishlike Fill Paris -;l CA I ii,rl I 11 �,.'i .� ill drove - Moddrul CA 1 21111,0)21) WI P194191 � Ill CA 1121,1Z,J20 No No N. Yes Yes Yes IVA I "A " WA NUOA i� N, Size (larrorli *4rP1:V0i I'Anoldrit-n.1W a, Ends us, Mks to ismolhut houltrilaw are Exi Cartuditdird0rivittlaod Surol 1,dul Parrolslitallaii =1112TO "O Yes .4 'lot fly Orl ro via,Auk huntimne WOVi Yes, I'li ""D I r Ell 1% 161.01' 7-11girriden 27 To le� lisill Ri,i0r1M,-1 11� IL�,Djdrdo� K"ry, IT 'i'3116,1010 I yii� all ii ..... : a) Fj.lL1.ELQw= QU(dlW,AMUrono Approlislid for US* ARRitlylid191ALift ft= = 29 "i UAIPI�rlrk IIIITIO 0 � WTI hill)? 0 I Y.. iiii NAA � -C I w I— _&Oq_# ELZILI-01 195WINFUELLALAW-12 F-traill nosy ro�,01)� w i Eitairidan In ll Oultilift !H OliClialter . I � I 11 Polyoot us Roof Urairtritityrderl Riddling undusillwitindil 1100,21,1= No yard POA Ovi 5 ; to" �. V PJIVOTEdi 0,0*?Ul,"Id,brwyle�i�ti,��Hvf.lz� Prabliglass ilsof winderlaynn El TO ti In F5C 1=30= Yes HVHZ Wouldidurns; To .., i4life ji . "o.- 2 1i will Poldf jr[daterinaeft (i 4dVRZ) Potyrilassis Proof underlayrn ents. for ate In I2WAQ023 No FOC norE-1rVHZ jurisdictions . lee-, Ni -WAIT C22,6 (I W-11 C) Potfilass, for in M IW23=3 Yes No TWA TWA Fl or ida Do pirij Ill wo i of n L�Fdns-,l A To i Ofeisf-iroluz � Requisfil state II ol Florida Nisairtment of Suldilinerad & Proldresslorrad Roglutabon rol I I'll Flonda Depailrottill ofHaordEssuss & Prorsellsional Fair ddrition rest 11 of I L..... I doly;l [i OrOidriturdittlents (Hol last undeflaytin El use HWZ iWirlIi�*om� bitiETO011 Cil aild r:Wridards l4ll Building Coition drild Stairsdardis itiliol F�ji org Go call El Slieridards still 11 > 0- 2 F o zglord; I ort? U Iii d a do �rrr runt is i IXi, I -I 40 HZ) POWNESEE Past deceits" thi for unde ,h IMN-IM 1`413 FIFIC non-T-Vi lurlindkAtans, Ili Nits, - Nitro dCT2 5 product Approval Applilication EWW PiroddicliApproyal Appircistion Detail — Product Approstal Application Data It 0- 11 PCII',�$4$gRAYJI�Jn�dObfhOr)t%,(HiVH�'��r P,�l�Wia,��iii:�pl��i?l�.lt;il�(yri,i4rkvloI tnw, in F5,1012WIT22W y9i Half 11' 0011illillu"it rill No TI EV�A 0 I --.--.-,�,�,�,�,�-,-,�",��--�—"��,��-��,.,�--, , 1,11' 1 , ,, r� �'' I , � �_ .�-1.11—.,-,..'��.-,-�".,..�.---...—.—�-.11--�--�-- 1, I ; �:: Jim.mil il, 11, 11� I'll 11:1 II 1� 11 I i '11, �l'': i i irill'':, i I I I I I I , !: :',� �: Eir I � 1, :: �:irr::I::rrr: I ��: �`:r:::,r:i:rr�:rrr! , � i. : I! : . I : l!; i 1; : I r :ir ; , i : r!: 50tuid,64 :! ,� � :� I Ili 1, i ri: ::i : ! :i ,;: r!': �T:!:: ;i�:!::;,:�!�!!!;:, � �� :1 I rll�,Ir:, 11 I �- :�rl, I'll �, , i Ili I , ,L, 1, ,: I 1�11:'�,: � , , ,, I 1% i:il;l�:!,!!�:li:;�l�'jill�l�l��!�I��i!i�,11, . ,� 11,111''[ �,i� , Ii [ 1 :11,11:1111''N" :� � ,::!1! il� �,i I . ��i��l��ill,�ll��l�l��!��,11�l��!�l��ili�'ll��l�l�ili� 1!:�ll��l�l��l��:�,l�ll�l��ll��l�l�I��l�l��!l��lill��l�l�l�l��ll��l��i�l�ll�lli�ili'lli�ll��I�!�!l��,I�I��ll�lI�I�:��l!�illi!li�l�!�l�I��l��ll��ill��l'�l�:��','��, , ill"11111 1111 , 1 rliri;41 I I � K I - I ': :!.::,!l,�li��!il!,!!:!:I�,�::�,� 'ii �':i:j!lrr: � C sicifyWasur RoO Underitanarents coal-HusirKET fesirgkm Ila jr dridar layn i Eirsili Tics u The ki 112123=� No CDC nors-r-iiiii-1Z juricidicoom Yos "Old 04TAt-Ol 11 QRA: Twiss Voill ;�� :i "I I : . r:;; i ;!:, ; . jilitinvor I a it$ 2alic Ral irdifilaillod Automated Ol exxAralli FOCAPproval .QM Approve I I COTIE 1"% Xgul.,j: I 1 :! I I : 0 Actuadultdc I , : !�l: i :,� i :j:l,:1::: I L� 1:1 idth-Ar 9SOW falstakEELLUTuri zAbAgAll't Mlit ,Ow killamilittill, tioddleir"IME1 1 AV�Afszl i ;kul haurated U#W*. -JEW41u; I 144 11 i I Ill I 1:11'' I i I i , ill , ,I�l,;::I�:::;;:,!�l;:;:�:,:Ii:;: piirrr:lirir� , — I .... .. . �� 'I i:, i - rr,iff'1r:1III,r1 11111111 ;''� ;I ,ir I All pill Aide DildtPlEtililki likil L. -1...'sid I Po�l��o�,11,�sipoo�l��rldivilarie�ts(�,IYI-$Z� PoInTall Prof underfirl rhi for knue In F3C 12123OW Yes ?,Is EW IVA, isevidon 2020, Warturfacturns AVAwrwsndth8r,wddorrErr,JG[1�" &I —I'TwIt Emilliz —Urensd Latididisid k, , , H,w h- � -r.,olk 1, H,,n-,,r,1kl 11 C jil fdoi E:�l E — 101`2$120210 111111ii'llizIld) I 1 Mufti, Wils= itet TITS Apprularri Riii,dilor 210211 111IIIIII'v ,1A III Lo,,r i U: fl, ,41.11, ", r"'l I li " I I i:'� 1XII10 oi III III rlir XAUIU %03%2101-1 I � i 1i 2r1Q 2 n W0131112021) I I tj!edVAI Tarow,rord .'i him Frolisi MIN gaegmIltLa :wrnrqn,IAEi,�.,,.d* Fewwqi 2all 110twAllm" volkinthild As 19lil" Zutsdaliag I, F4 Andirt il at 11,bon Qlll Is drEeratIA. isnindri John Il I �l I I l:2,11 drX.1 iiii librZWOZ10 anginal Allillo, doeFlacAll C-) 2 Poi�1,01:4��sIROO�'Jn�d'Q�d,l!�,w�ci�%,�llcril�,V�IIZ� "Vilziluddidnaborre P*g�itisinafl4n4edaym,erdn,t(wwlh 1=023 No ,sea TOA, edzhV�0226 Catel Shartater Uticatogill soil 11) Postal 01�i .1 � 712"9iiii 'IC ,jIl �, (95,P247-019811ill W1,10,0'11 Itill li�,.ul I I i, II t, i �:��N��Will�:::21�,l�,lt,,�llh,I rwqi,rrle�s Idwill;Ewsporto rruni"! I i 710�337:7 l4Q?Pl�rll Wr slonskettelpidertioi,al Cereal awwwrod efterreirerke 11i"ittiezi PeDdar EAT016204,Nt 0 ROI 00 at 3) iii Slot PE-147.0 It.5Z Ila il�l I sai.ot"idderyinse— on =3 IrBiCnarril-f-Isiffe l�U'6$lkIOUML Cidepheirse laarpdrrdl� Cilifluel WWI: i lo I'll 11111 ot�til��11114�-PPOMIAlh(4��:,�llalli,iiwllq�nFNpgofmlloI lesixiliquir Cildirrolon endrii HOW 1-dohlilrdiss Ell _0 Firor, RestsentolArrohdoctora 1-kensoll � lo,kla PrV"*,nM Lrh�rdtsr T 1141HEITTE'Llislossurill corsole"i Mor Promotion iroul Q Firoddle RogiiiiWerd AmOrriel or t Llevirrrved III Presionerel ril"Etrairs 0 FILAI rell"It peazisigh dlen jiferztEed Allakfassidjorrus. 1--.t 0-0- . L— gaidill ilssyraill ajazzlizetaALister ARECUla)aEgIV-suzz Innowal all zodlA letuddidill Tillidsvjiddlid''T ftiolig'Arosi-I'LM �ifixtuddiAlAwfirds-Puzz —r.U. Ift-Umbi trutshist R$oi#Al Itionatut tlwa�fflnrgl �§"iLF L�gg.wigRge,gikb! likistaLVIETIO Ittki,qw dilittviiii Cqrq@c1,zElxPfrIMo-nql Tri QAqIp �H ErEfluill VAREEdi I VTI,d181r,TX1ITn,i litil,wirTi'lioldlir H I 6) Well Corillint"Ill I '11i I irr) � 4 Yet Yes 040A li Qati Atialloosts awamLtd4LLta &ZUZ"IZ.&ftl ft9la mwim 0- I 241TIE'Disilhorlized greall Torwrin parres. 24da r-A;,ll,r1nwL,id1 Slisiril 1,Wr rii i l'.li,r,;,. 17T 11 D012 III Yes, "EK Nor, 2 ITVuRf)�r"lIAdlr1l' lid(011iorr Mi Irriefli0i I ,:11ir Ill der i Was, I a" No" Mgft tilizatur gf appill fla&w2was1w ii;Mw pipitgoagand 111m 9AAll Rasawd eMlaECz < , 11 I I Xilirtlislid! 'T wilue fil Croswell si ld�il'?Wil i i I "I'A 1 oull Phrase or Carmin"Oricortill Pwoosells Terri arld soon comid[Cmomro urdais 11 W V21 2 4 No Yes red, hill W -----.-- .. .... -------'------------- --- --- ' - - - - � -- - - -- , -- - --.----..- . ..... - -- 4 I'TWEEC(offiresins, likirillit Merrill lirionstor Fill IV�'I,1,2024 ll. i i IVA U) M 0 " (13 = o< Fisdrda Department of Business IS Pricraddislonall Regulation rost,2.c� FlelilliTa 'kisr,sirtillord sif �.Ttislrlsokfu & Prolononiti Ritiquilortkint I I otil Flondid Lieportment DI Uusirdissile 6, Proliewsksidal Roquilisildi t"Ide I rii: An O B 2013 momimmommo 0— Bollill rip Cori lond fliondussids 3115=1 DiAldlildi Cridil ard Sa Eirdidechu fil hC20:11 BuIldirl Codes a rid Stands rds Or"ll,41:111 , ` '4""� ( , F— '000) I ProiductApproval ApiallcolTon Detail RiTsidi Ari.1irldoilial Apphir.lEOPTIECIETONEEPT Product Approval Application DEEW O" W*4 L- M ---. -.-��-,---.,-.--,.----,.-�--...�.�.��.-��..��-�- --.1. Aow!: 1::,!,I:, :::,111111, 1:1 ii�` i � ll:!��:1�11�!,��11 I : �:Illfi!�H�,ll�l,i: I . i, lli��:!:: if � I i 1��,�,,�121 � IT 1:� ��:::�,::I�: !!I: ��i��l�i��ll��i��l�l�i�i��!�i�l�l��l��l�l�l�,�i��i��I 1��jr � i I 1: 11111111111111II 1 ii �!li 1, : �: I. :�!�I�i �� l,��"I'll��,l�l��,��,�,:�', :�:Il I I !:r 0� ,., i: i, , , 1� I, ?WU7401 I : !ill! 'I'l 1 I, �il 111:1 1:11i 1:1:� I :1� I !:!!: r! :1:�:I�Iii !:I 1,�:, � I , I il:l: I ` I :: 1:1 !: in i I , I T1,01040i " l:,:�lji:rrjY I: ... ll�!: � !;i i I :1 I I I i :1�,,Ill,,":,I''lllll�;il,�,,�,,�:,I� i',',I,�l�l�1,1'111111111,1",:I'l1,111�l�ll, r�l,ll''Irl,l[" ''ILI I,r I � 11 ;! : L:!:! i, ,I:ii i'llirlhill"I 1,111� ,I' � , i ,:: :i � * I! ii:�,Iillil : : ;I I ;i�� I , �!;: � _ I :� I :!�j:! 11: �:i �,L* - �j ;::�I:i! , , . :�, , !�� ;ij: : 1 ,,%� : -��,-:,Pliji:,�: I L: kod I � SV* : I I � IS: H�i�liii��,!,, ,, l�i: i:�, 1; 11 ii:::�lil:,�:1::,i:l:::;�l�;li:::::i:::!:!:::I, "ilir 1: ,, ,1: A alli o:- -i,!:, go I 2AI ; , . "I'll, ''Pill Coal Eltzishist, ,;''I;'' I I 1. I I I I I glat 11 I I I I r �, cdalk i � � , I l , 1: I I Aditil A" Q0. L Rizz.ftwilmrs DO& !i i 1� : i , i =Lsc . R� L.. Uj = - V-.'- MIL., Rldevialuxict radw mool�L"LCLIP".t madilill �L.Mlhorl B.b.4b.d El"IcAlliffirsed filen-id "Ither R— XTQWW millusihigism Susuld ggkuuAlhumt idAgElLk Idam" r,umtwd LAL&QRMYA 621miz QUATE, f;gflk� 2ft all am pAraw Cal: au .i lastrous, 01AX020211 _ (1103i'2073 U1111 Isulk YholIEl hodweettlava sid, �udldl Rif CoriddEi Tzzz4s4,A.sdi VoOrgal ITUT"Thili kissigill isturnailer; MAU � ii,-, - = Rvolowl .10" Mast I- Censerrow or, itid-I C ios"I"4 1 11 �:, I Verodutia HICIC FlI.WwO.I.Shoeskul = G.W.0- casirijarse-rudsin El 1202W"22 Apse"d Rliqvi,io ��!�112,f Wturtill ilmil i4i'l C-Amouvi "'ifir, I'l W4.1 Cownporredis 0 lib Tial I IX Plura Ellilli ormo, LC Is I il al P R r:0110821,146116 119111ill T100,12ild III ol il:lr�t4i),,11 IV 30,20 021110131121ird I!;,El,E,11 ,Ill lo d lW1111011,10101i, W1W I hkowl In, Geri 111i"O'N'l '1011i 1:111I Luril I i.ritc, doosi, Pit Ur- FIL 11�11:lyji:10!119 7001 PIP Ill I O Vill III H04 111.vlal2u, I 1,1612020 I VZOr Aididiollid . - 1, In � mvm, in � ksl� M I " W Sobssusqlrny� Tros, Fifiolit, inneirlillittinill ilewill 6intiff,94148" sullsooieieroi� fI1,j,-ll,d E.Wboll catintwom plennol Fiefluel trenort few a libletro, Errourldthirl , or no onto Toorticaring ... rr� roul lisill rairrorinersilstsizi ,,.q-,-4,1�,� Review 'Ctlsl'o ln,�,ew , � ir, � , .. ' 27 i" "vl]lm"m4thod: avelturaddin ropoll I'Virl Ill r"(,jl,,-d' :"le"ol,iir. [�'allly Cer"Prons 0 andi Lirrodetion Ptiods do" is 0,10M 011 ,ved �jiijd il , rp I —j Posdurd Folisidion LHIETY Florida Reigisl-id A,ditillorit or a U-strid Rol Pi,ohrorrol t."noneer ii R,�VIOW C1V3ilT?;jjt�jP'tj � - ,�, - L . rL),f� ?w Lwition : Z FwtfTt11to?LQOAU LLMULALLtgd"U folit, li,��qqjlliaiflcl' I th the, Za'Zil , ,rl� lidwills, A'suirdixt Awristuw, JA.Uu AULIAUAIUJLE lb&Wt EtAm away 6jusli Ckukaft PA"I zals-w 61wagaiii =99 2itelm EJAkA.-rablillaill �� If � L kl��iti�iy PUNO C,LUT�j Allil - I 1 I 11129 losElisCull.t�tl&ATCEET iii li *9&.A Directional 2MUMA;�f� 11LILIEU 2dd*i= Rullasies Emma kal not Irildrilsiscialisciatill L-vilraill We Ill ;A14111-tu fiddroltdol Liordidt PUMOSEdilbu.2 Aafforodhoulott ,ridwayell"Id, linstaij pall J3 ., ; � �, - 1 onaull irt A high initiadills, truss owlrt,�tor jilorde, VTrivarl )r" yea TO, 11"Al E EETI-Ininii I.,.ii,himilmin issue, Laorlion, Onlr)�Y-- No Ylu� I lor, §AU d.l.Qdl Illuisda, baEr'll MOW., Ii-�lTaiw,BN�trgilAiI,m� S . I dail Lial in d sti 2011WEE.-wil 402AM fristral a.. 2 Mi Itil �owl�m�limarli�$�ItT]Atil,'��Hillil*ll�i:c��:i�lli��6 11 2,31 strort lift Yes RA willsill 2 3 Pre'll PIT-1. 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I, r: I a It r�j a- C_ � I . . goordling �, . mEncind ll (Nosq, , iuA", Iolddtlli Ink)(Yorl 10ijiI cdw;t Af4,S)V$AA1 TYSIC,nn (00 Voloold fle Cl Mai I AcarpOinAll, i i�.jj,,,-Y,]I�V, lr, ,I 1: IN f1ditintow: ofixinillillifiri lirIIHIfIrrip 191imilfril I BolkiwIfI0 PifirAlsW AlXjj,n,B'Aj ��,�I,l 6.rd Wnd-Pailiff 7�iivwtj ,, ('10PI ilt A,�,TipiIdlmw INI)A!l 1� �UI �:! !�� :� __ ��..� ili ral radiflorial irronrlinvii legiordlifirp FilyfrAl's S(Vl(-,*J1e!i1fo1,1I Approiol�;y,h,n I PlAsmA-Voldo, C01I 1,101106 0,000apten,06 (NOA), �;L&K_N_i I . N (1), 0) - - . = I E5, ) 0 -4- (n =1 EM= FL#1 0i irli,#10455-po It III![ 15:, HILIS4, ti harigil lbace�rri linrargern; avallahlo in widths Binging torn 1.5,181 fit, 3. = =$ M, -M U) . ,9116" and heights ran< gnq from Z;ll on 1 1 III Concealed %Inge , a) -C3 0 -0 I &aX PL2dlilSlAW29fgj,jjUjDjWr.9j*tW2M �m9lict9sisdolga 'aw, ftegliz WWI umaillilia gr Uil C&Rgugumsdill .4MJ Product Mg0ef. Numkg[ BAC Warne Z I ,verson (H USQ avarlab.lo, for modolo having vAdth oquiritto or 0 -Z7 -0 I TAonStapn�est�$teelConQrete&N�asonrySc:re�k��']!t4-.,,s,,I TA" tharionei'liten Stairless Steel nrosorgy aclown� 1 0,21 All I ,AU, oilbt A44 Angora I ErT, BTB, ffFH ul If I leS greater than 3-9116" _2 CI�11 S.- C) 0 (L) - 2 4PA21,APl I'lPisin, A, ll A1rBIir,4_AF1VA6 Outonoir Accents Aiiglo* z CNI Clil clvi��"rcila Coiled Straps 112 WS"Arrical hangirris Face -mount hangers availiable, in vvidtin% ranging from 'i to 3- 0- = = 5- :3 *13944,, �AP�944:8�,,,All'!V:E$�-.�,:AF-IlBS5�:iI A,r)t38$, APMRAII30101110, APE11 011TIR-AIRVIV44, : : "'�I:IlBap, AP`fnlr� API4A414, CvtdoIc,Ao,,eI Post Bases, 5 (-,�I,I. "'tAr" C'SI a CS210, C"Ov- Goilood Straps 548" and heights ranging from 9-1 14" to, I 6" r_- � I C) L1_ -I Fill ,ll>f,,IB6li ikl�liiifi�ol Aj:'I1'VMR, 'Af aPi'llpillfil) I 11) I I)IR '24, III CSHP16t CSHP20 Coikld Sna In; IS I ITIJ$ 125-SMS, 11 OU3 8��-sl)s, LA3US 25,-Sns P nice, rrow rr hung I I ,44 (Z) , - ,I+ - Co ,.It AF, DII A PIDII 11 2 R -14, A I �12,3 11 2- i A, I-1 DJ 1: �2 R, 15, APIVD.11 1 2 in, AP V LiI.1 I ZIR 4, I , 1 2-,C, I QuLdoos Accents Deck aoi,i,� I Ars IN ,,I ACT5,218 C',vii)pre-,,�io�,,�T6.-tit,lr-,ii ��;Lwo 1!4 U.1124, L1025, L028, LIU1210 Faire-inwrit. triangeirs M 0 > §W P.Mduct Model. Number or, Name Product 02mitlatian ,&PV0II,fT2P-0 6, C1$P,SSPITSP I'l to PiaAe life 15 tki LUC21 OZ Face�mol hal . LI) -0 E 0 1 2 SID11M121011313 SD,0112, $ M.12, SrA10112 Sni,0212 Outdoor Aoo" 0on n aci Screw 6 Aint 0,14e, API lH4$1RI APHrr 16,110, APHHI: 1fP1VT4 Oultdoo�Accerrro Hill Harger 2' III, i I1124A, 13, HIS, H7Z, Hit, 11-116S. HIS,2, Hl$-2$ Hurricane ��*- IS LUS Araii als hangers Forcer-riount hangers av enable in widths Arishong from I-Shl 4- &8" from 3" I (3) � (j) (3) ; " 2 0- SlArrom-nrive sr) C�ohroiector Screw a API. 4 API 1� I AP7f�,tI ArI1,111 4, I 6, AP'I,fTh,' ail,17,i:r Arc,rri [ pirid"r nfNI1MJn1i'-�0ILIrrAri Tirls, 0, � 10," �1, 11 III' ,I T� I ITT 4 Heavy Gird In r reclown and heltilift ranging to D-ill W � M 1� L'i I l� �D$11112$t�I� $UIA2112S�l Siror1q.00ye SU I��Qnnootog S5 $t.'ril . 7 APLI-1214, Atil i24H- APUQ6, Al:11-t-Il APO 1121 I APLI121104',, Q�ll,d�D;�i A�,LS,rl i.igIA Flung"m �, I .�j I lf�i�III Huri1c;,trao I it 17 NQQll %IGIJI,5,26�30$, MQ ,4J',s lA)�$05, MGQ642,SUS, MGU7,01D,S0S Fatics-rinownt hangers 1,12 = M _+__j (:L 4 SCICF2243,1, SDICF22512, SIXIF22614, 8,I)CF22700. SIDDRM,58, KiCF12,21001 Sitiorg-Corivirs 80CP Timber-CP Scrow a BVLZ Brink Vonoor Lpdvor ,-"Onoectol, 1j) HSS,2�91DSI 15, HSS2-2-SID1,q HSIS-1-3-sit),_13, H�;l,s,II-,-<jS'i Heavy SI S;hcxI 18 MIU Bel hangers 1`410"1011nit h:Rno0r% aVrillrhirn b04dThS rxlmDing from 1-91010 5- -- . = F -0 Coil ,---,r, 4� S0CF2211 A SI)CF221 3N, $0CF271950, SI)CF272356 9 CBT27-7 Cl Concealle-id Beam Ties It 11 I HST,11: HISTS: HST8 Snar;IM skr,apb 11s"and he"nititiersopiti; fronfe-`��16�10 U61112". I, . :15, SDGP224$4,SXP2t2512, 3[t(,P2XiilI4, S)�I!I�Tli'�'!?L)C,, 81,1�,'��P228,liiIli SIDGIP"i 5inting-Dwe, sli Dentior-Cp Screw III C,JT.3Z. C,11"12' CJT57, (� J Ill C'niresidad'.1olet Too 112 H Slt.l, HIIIS210, KII Si HTS25, HTS"310, HTS30G Heavy Tuohrl 31tract 19 MUS26, MUS28 Face-nifinilirlit hangers SDICIP22111001, SXAl I,T11, $1.'jfIP271IS1)f) 11 1 I 1 14 ()f"'r1l; Joi I e 13 III 1%5(�fii[K Z CISC)210K[;�?, I final Tliest Stiap 20 slit" SUII. SUIRIC, !.��,,[A,.C�o,,�,16"stla,loei.., Skewed fact-mourit hangersovaillsope, An wodli ("it) 9 III I 1: I ,� SDHR2741'�1(1, S[)HR�1.f6,Ii:l ��l Ii,R�ljijlf)�), S[II-IR316t4 Soriong-i Skii-IR Carribin-HI Siffivii,if 12 GS It �l Al'atl Strip 14 [ 1`714 Light Procir rion Ancror W18" to3iiB10" and heights ranging flom 1;1 tl 6" to 113W. T � SDS261 121: Si)lli'20.0 �i4,,'�t��l��i�ll!��'�!��,,$�!"��32�5��l!�!, SC,52,1:431011T, SI)l R111425411 �2 Still I ,936 I leioio rI�r]liuriy ConrilridnIScFew 13 FC4. III fI1jnIIoQrII;l�:, 11) I <In' "i ! fidl: 11 IS lf,11�2 i 43 I a, 16, USI 111i f A2`1: LS1 ii LSTA.310, I.STOI Sliserogirt Straps Concealed harge, vermion oln"LIK, SI avoilabi tor,flidoull � 8 5,1500 ��l��i0�,��6C)(),��:L,�lS2,r,,a��!l�i OS2' 14 FWANZ f`ftlaridatlln I II1,11I 16 � ,l I �l � I 1 II �, I �::; I 11 �f! I �� arjb� Strarri, Sv 2KIland 4X modehil onlyacutoor fialige is concealled 8 SIDS251 126S, SE)S252CC64, 1301525212,136, SUSIS SICAS25312813 l [ol SDS Heirivy-Dility0rinnecirw SS Screw 15 GAI, GA2 clussict ,iinilles . 1 7 t. I (32 11), L 11 134C Glld�hnifj , 21 U Series hangers Face, rricilirlt tion1ji aviwituble In �vdths farigmg from 11-911I I 9 SI)VI 1,5'[,A1l&2720, SCIAI SCANF2117�M, S[Woll i5ft ittr6j.11-Arb,a SDWF Floor-tri ftr Solari 16 III H2.5T, Hb, HICAI-2, H1 JS� H14, iHGAID Hurifcans, Tf,fts 1:8 LTS1 2, L 11 31 6, 1 "S118, I-TS2(t) Il [wist"Stir"I 6" and 1.100110a. raliqlItig Ii 2,74,8" to 11-1114' � 17 I ICJT2 Has,, y Conolialled ,1101st f le 119 MG 11 land Klin G irde"If Sod clitri .1 ,, 8 HH41 HHl'3 Header limingel 20 101,5%17, NIST37, MST40, iiiii:ST60, h1*17 2 ,I;# a III h t simir I r F11.410007-FAIS I 0 KISS11121 Knifi&4:14�1:ffi� ��tar`llroj 21 III IAl:JA1'.' `,4;s14r]:l ,�v��IIAIB�,�i,lig�'A��l,�Vli��lA��4:,O�$STA3L)I n1STA36MSTA49 " Abraiii Straps FLAI 0667-11ohlit Z) L50, It'l Lji L90 An�piins 22 Nil M�TG4(l IvIS_`[(��Ii:, I MIST C76 Straight Straps � JW E�ga4da Mlifil NWMkt or Narl Pirociall Description 211 il I, r', f� n 23 ritl,,��T C. 4�i,P 1,V,,�`,'r C 6f) R' I Pw2ani Straps §Aa Emduct IdgdoLNUMber or, Name Q29wilaIgmKillillwa 11 ATR318, Al ATR518, ATR314 Threaded Rods 22 11-15301, L!8150, LI57C, LS910i 1�4;tswfible An-gll 24 0,51120. 1`41""I'l3itj Iii At�iIQJ N'd 17�2 Straight Staps 11 BAseries heinglars 7opflarogre hangers avallable fit voldikis carl 6 to 7 � ,I Iscilin I ... P1 l " 2 ATU1105, ATIJ:08,2, ATUDD, ATUCif.q4,ATI.l1r.)f) 1 ATLjD'I I4, ��"Rjr'14-2 Aluminum Take-Urs Device 25 LSCZ Adjuslaslie Stair Stringf�f Cirli ii 25, III IMTSIS, NITS18, I M-S,`,`4(�, rill'�tf ' 30. MTS301C MediuinTfiiis[Str-�ip '98" and heights fairipirifI4 fiam 7-1,M)" loS0"I ��, FJPV&2, Slfr,I`2,1[31�tQ��13I UP!'�,`15� 2, �ii:"1511,1�5��I, Ull BP��4-�'Ii, UPRTLIU3-4 beiarlrg:�Ilaiteos 214 L��,_Q%itJl��', 0_,'!��J.V,�, U,.;!��X,.%Iil,Z L'_,'_fJ�V,II�. L1.'4JJ2IIJLZ [�S!5,121IJRZ ' Field Adjustable, Jack Hoingef 216 NCAI 0-1 2, NCAl 12-1 2, NC A2.x6- 1 0. N(.',A2x I 0- I 6, NCA2N! I 2.15 Bridl �2 VQ'Bl: Senors hanipers I op flange rall �IrS S�Ivjotale An Imidtift, tong ing firann 3416' to 7- 14 C.'Lt&IIII�IIS , I"�'Ij�nj'T�2 CPIJIoi,f5,ll`f, C1,4141d4, C1h`V1.V8-il 011,11voll'AII&VA Cuuplej Nuti Tt�j i_',% �4,'j j� 'I 1, I �OR2 I, 1118`4�n� �0, [-SSN.',? SA5 I 1SR211,') 2 �.8SR41 I Field Adjustable Slop ea ble;Skevable Haiiqeir 27 R(Aiiii 2, FlClil 1 4 VVA 1� rl A o (; I, � � 7 'IM" land heights raniging; foorin 9-1 14" to 24"". 1: ll r'TUC55 , �� DII DOE,, C1,110 DWI CTUD751 f;T1.07ii CTUD 77, 107 Ul CTlU1`IfIi6, ll [ JOIII C,ouplirl Taill Dor,,fist 26 LTP41 LIP$ Tie Plates 2a FIFS18, pirl RR48 Repair Plate Strap 3 EIGIF Barrel hangens Top f4rigirs han gets ova III a in moiddits rainging ITom I 11i'211"III03- CTUVQ8, C�11.1099 2-7 III Mil Ml hi ML21OZ Ariql0r; III0 P S P4 Stud to Istate Connector W8" and heights ranging from 7 1,1`4" lo 24", 6 N3,1,14,143, NO Hesi Hex Russ 218 MMH8 Root I c-Doi $IJI 51 11 I 1-1, SIFNI 1.�IP6, f-1I,F; Strild Platis T le, 'I. CGHIF sornti harill Top flango harigoirs available in iI raropirg hom I Sill" tin �- , 7 RTUDS, RT J1103B, RTL04, RTU10146, R71JISS, R71ITitt, F47 I I I��l I, R PAXi Rothi!�big Take -Up DevIcer 29 MMHC HAI III (,ol , 3,11 f:1PI 14 i,ipl 01, SO id - Herz�'Y aljlj PI:sr. TLIe 518" and heights raingling fill 9 - 1;4" lf� 24' 6 TUD9, TUQ10 'I ok"P Devica, %* NIMI.Q26, NIVIi NINILIT,R3 %IMLI)28�2. NIMLU2 1 0, Mfl 1, 114111till.10109, IVINILI.1131 I �B:,.,4.qcjnt illarliBors '31' !�:$l �ff, �`$�1'4!::i I l.: � I 1 ��Il�l,!.IS4L StL I d ,$h t 0 5 i 5: EG?, IiIGO mines minginis Top flaingle hangers availiable,ro wellina ranging! III 5. 114" tin 13. 9 TLIWI T alke-Up Vlo;vilimin ��, fqijl(,� 1410.'Ilp Roof fk�,iiindafy (1lr* I X3 Sfr,;',rSTi,,:�iT TT�j $11 P, STI�12, arillitIZIlli ��,�rr�!11,r),,�-,T2�'l�1),,I:iT,5211,"i,lol�l��'4 z;II t4lioiogh[ �,trjpr, 08" and heqrts jao,�Ajrg from I J" to 312 b"7'. 10 UIRS3 i1K, Uplir poifl 1�6m Tifafh�oer 9tBill 132 057 _3 II Tw0creaf 34 TIRZt,78271 TH80: 71i T1342, TIB48� T864. TI TB60 Torrior Bringing 6 EGO Bel iser hangers 1 opflionue harigois available in widthstaroging from 15VIB"to 7- Vf Ill i, R SA ,T?` ,.1plit Rod Ruji TledeflonvisvVern 33 RTC22Z, RTC42, RTC2Z, RTC44 Pill TleCinninel"Icurs 35 TINS1Q, 714i 71AISIA Wall Brobing IX' and heights ranging from 11 1 1hV'ti I') r if IB5,15 S):R' 11 �Iplifr WA Rom f i Sysil � 34 STQ STCT, DTC, HTC4 , Ti irlim, ISS V(3 T, YTITI11, VQ 7 t Variable Rich Girder TledrI 7 01-Stoalsolis hianfimrs� SAddie hanDoll avvilabloor in toAdths Aranging Imm 3IV4`kn1a7f8* 11 URRO 2shrl` 11 4illif Rwd Run Tiodol Stisforn 35 TX37, TJC57 Truss Jack Clips 97 4WBllOi5:lvll�'PlOfJ,,',",,O��E�"Il.t,,'��YP:i�Or Al forbill Bracli and heights ranging frorn 8�1IAZ` to 29'. 36 Z2, Z4, Z44 Panarl Stminer CIPS 8 GLITilfsariss hangers Top hanrife hangers avarloble in vidtharariging from 3-1114"to 7- 118" and heights rainging form lil 32" ELCNAI-139 rLMMI-low 9 ll tri as hatil Topforigo, hangers, available on %loidthallarol from 1-9116" to7- FLiti 112" arid heights ranging from 8" to 30r §W Pmaul Mydil NUMj&LqLt6V" 'PtOdM Vadi-011100011 §j" P_rodu(,,l MI - Nglailtior or Name IPrg0w;t.Q"i;KMIii IQ I IGLS series hangers Saddle hangers available in widths ranging front 5-Vill" to 8, 7�V' W 1: Ill "rild-down joq # Prod I Mosdoill, Niu mber or Uniting, Prod di2flDel Aripit 12tj t l.-. n i i , ,,," li s S, c� rii i �, 11 x 7 I C, P4 i 2 37 loll 7 i l,-rrrIrirS6,id I -aronf F1 ,arid hosolhits ranging from 1110-1,12" to'210'. �� I I DIC 1 014, I-CCI 0li`22 Hold-down it AHEP Adj,f,,,t,Ab,S I Jf�rlz'nd Confiec[ui 2 OU 0l1r.1,101II-11! teronlilhoin!�IiPts FocewounLiUII ['�ill��.,I�[�"��l�l�i.$�lilli�ige,l�E��Hl-[,TF:�l,io��!11;ers 11 HGLT Series hangers Top flang0harigers OVAI In voidths rarli from 3. Ifil 8- L 2I � 4 L�8, ill tiror _Irrj 41 1, I-i-ID0 14 l�q)l) 2, l-I D J4 H D 1I SICAU8. H I)UI 1 1 r H Di 4 1 lold-si i I 2 3 DSC2Fl I)SCA.-SIDS,�, rS`IC5R-S0S`,l, r,fSCl5,L-.1_;D,S5 I 0I G�t Conneotoi Gable Blare Connector alwaii in voildthis farging from ',Ril 5" tin 3,9A 5'' and lie!" fainging from 9�111111` 11Q'2�t_1511 fil 12 HGLTV senior; ha ngem 7/8" arid holghts ranging from 7. 1 ii to 32' TDIA Ringe hargeos avartiolirlis in vildths farl from 3-11V to 7- 5 RPAI HPA315 ',BbapistijAis purlin ain�ihor 4 HCP`l HCF12. HiCP4 Hip Griner Piaps 3 HGU3,03-SVS, ,Hr-U5,25-�Q,D�m-.,HGU5,50-$L*,I 11GIJ5Al2-SUS� 434.17�013-SDS, HIGU7,215- Face,mountharl '115" and heights ivorlohng froul '14" to �5` 6 LSTHD8, LSTHDSRJ Szolap-slyie hold-down 5 HHRC2'r2, HFIRG42, H11RC42 2 14HRII 81 KHRIC44 ,11 0405 251fl ,',`6 III IRC!'5003 Q, i-laolity 1i tri Ridge Connections $D S, I I* $DS 13 HIT senes hangers Top I'lange hangers available In wdthis ranging from 2-5MAfy'bI Mj 7 hollif,,SA, MASAP Fint iridal anchor sittrar) 1l-II-iRC66 III i4i-Ii'll.; iI horpI Faro-mourri, himporr sli,intable, invorntl ininillingtritil 1.51W rn� ?. QJ118, and StritIll oranglingfrom 1610 28". 8 MPI roillolod" Sir rip-styie purilin Ariolw)l 6 VIRC1.81I, IIR(M Hop Ridg-t! Connector . 5ju 11"d he,i;Ihts ranging II �,�I VI f�"` it. 12,:7I`4A 14 11U,97 F seres, harigels Tlip f4l �oli�f,,h,'jngt�rs,�l��'hiiiiaLill, III widths ranging from a-118" to A Fini PII PAII PI Pli PA,58 ShrapistTe, ll airchor 7 LRU26, LRI r128, LR'U21 0, I,RU212 Rafter Hangar , :6, HPIGU5,25-Kil HI-11GU5,90-SliAS, HIHIGU5.624"ZIDS, HW3.11` 013-Sl HH(110? �`�Sr),-',, 1�acftinl harg�lm 3-911e'ard ileighth rainging firorril 13-11ollil", I ,,10 Plinl,16, RS17,13 PA120 PAI35 Strap ittlin polin anchor $ LSIJ215, fI,S4F',ilJ'N3 1, r�F,U,2 10 I I91,0 slopeaUairstarrio,mble, I Hanger HHGuq,DD-sDs 15 HUTF AtICTF sersishangeors Top ro"l Brarliefs, trolisianfle rosildths ra"gilifig form I V16"i vl- I I ISHID10, STHDlUIR,J Sitirlp-ti troId-domin 9 TF.IV74, TIl "I F'r;nrillij Firill-pincor ii HHUS'�,'i�-2 1-0r()',K�4-2, HHUS210-2, HHU,946, HHUSQ, HHUSAI 0, HHUS5,500, Facta-mount hangers 1/2" and lielights mirl horn, 3�7flttr, to 11,�Il Clcnirx-ak�.d r1l 12 STHDI 4z STHD1 4RJ Slrrdp�sil hold-do,oin 10 TC24: TC26. TC29 i I �,Ip � ii� Us; It ��, 01 version �HUCTF� avaiRlitio for all rr,,�x!(ofs If ing cAds?) liqjal In, or 11 THA20, THA2113, THA21 6, THA21 II THAI THA413, THA41 8, I"HACA18, THAI AdSAMIl Truss Hangor 7 HSUR, HSLL, HSURQ HSLILC ��Al hangann Slitil tnoir,�rnblff`r 1110gors, ;,),i-0.F,N,n ir,ii,idthro ranitilil rannin 3� wissiter than 21,$i THAII -rHA426, THA422-2, 114oll 1��' �o 6 118'And heil ratigirig, fforn, 4 3,14' to 1li 16 HWP %olvoes hangers Top Witree haviAnAx,rivaillable In mirthis rarl from I -0110' to 7- 12 'HAI 1.811211, THAI[2,13AI13M. THAB, TIV4. THAI222, THAI322, THAtIII3522, TFI ,Ad �usfta tirt1ross Hanger Sized for I -Joists C.vceali-d ii ver,il �HSUIRC IASUr ir,'�,"aiiabkn foif all IM . .. and heights Sell frisin ,154ilo,i ... to 26' I S Ti-lai THAR422 S�mi "I"nirs, Hanger douil 2X find 4X rnodoln� only actAte flange I., conocaslAnd '17 14WIPH sti,- hal Top flange hrrorgi moaRiesic In f4ifiths moil from 1,S/le'to 7 14 I III JA24, 4T-iJA 20, �T HMA Mistifirl TrwS& Hangers I HTIU12e, II 1111TU21 0, HTII HT1.14-2. i-ITU210-2 Fare- mou n ; hall oor� I I �' . .. arid heigloto oanging froin, 5-Virt."10 37' 11) THA42 4'O'.��, THJM2-!5-$DS3, TI-1,111J25, Ti-IJU2e"Irl I Nhiriple, Truss I-luriperis 1) HU 11--li.Xvirle!rorraingers f-a<�,emo�i�i�h�liv.,4et,,,i-,��i�atileifi�,,Atithsta�iglmgful,)tTll-$3�16"to7- 11 6 ITS series nangen; Topflange himpers avalahlis onvAdths oul from I V16" In S I 6 D5UR2 24 7 ii Spil .5tei,tilioint 112" "i'd he"31toltv III Imin 2-?,`A` to 1�)-11M" Corwwfled Bringiv , 91I and hoinghl orsol fiI 9.16" I 16' 17 10PA2, VPA25 fiflPAT VRA,35. ii Yb6ableii Carnedom version �Hi,,G) availablv tor all modwrh having wil i b3 of I ri, "IrisitilSIN � i Bel g ells T op faroge Bari gets lava lials Is lin Bidth of I -9111 0" mind fail lits 15 VI CR� ,lia III � III ts chp greotolr hari 2-R(16' toling Big from 15.30" to 71 Al . 10 Iiiij,":01 6111-ST)'S" ILIClal 61,111"ll-IDS; IIII)CO710,2-SIDS, HUC:02110�1$rj)S, HUIC0510- F�ice [volifit huIl XA Jr.10i. soo"ir, han;trl Topflange hangers lava III Is In Solil of I 4`1 a"" Arricifilloights, S: OTIS, lJ,r44i(l,,t31)1,l IgJlGQA112,Stf0I HUCQ5.25fil 11111_101IQ515111,81TS, 1-11LACQ610, o ang Ing, from ci�3,q 1i to 1:3.1 fW I S015" HI1U(9;612-5j1$ APE 0 & 207-1 V -R,/\ / . 1-1/ I / I . �. // I , C. I / i'liI R view ssis", 11 I A -,-A �.ond anol;a� ; 1, I ---- R COMPI.C. plian; Rillp UP - , , 2020 FIBE m7 I �h the tor corrip'lliaill VI hit PX730 Ma hV Debra Nilitille I I � �� 11 I I : §;;,i�ILl;liiiz% I Simpson Irong-Tie2020FIBCApproved Products lJocal 12130ki � Simpson, Strong -Tie 2020 FBC Approved Products Updatiod 1213I)'12020 � Simpson Strong -Tie 2020 FBC Approved Products Updated l2G,Y2020I Simpson Sirong-Tie 2020 FBC Approved Products UpoRtiod UA13012020 � I� . � 09 links to 4111 9ST approorrils 111hossis 4okA%r.,QljQKJ_1l lilqlll� ��ismilli� FIX all 11111 1111 I if litill! I "IIoliilpl�Io, F,A�Jii��,��ti,i�il��t,�,vit.ot'�"�u6�pit��,��l,��!�,11�,ti;:��:�d�l�114�l�:,�,lI jjjjl�fjit.lj:�Ill , .1 ,� � " 11� 011h :1 111111111 litill Fix coast Inks Is WISSIT appr4widop fill Sorel ,C�U:JL[jrj�jf, I M1 For direst links to all SST eproovalle lislard below, S��,P,fi,,ffll I � � '_ ,, r-Bi ��dLI!��lo�ii6l:lnfc(��ioi�l��rI agerfAng rjcolrjs�4 S��e*�,�ioRtod�i��,4�pip�o,saI syslern, el millnuide Cwrdy Notice dAwasspitafroce (NOA�if �"I,V!I�iW I, Fa Asoldrional ioteefratioi tagarning FBI s Skalelo'si �Iod Ad iltsproloAh I oil lt Itibisri Dorde if,ccin iy lilutice d Atcerill INCA:i ��ijj,;JIII� �,�tj�:i I jii: ____ . : .23 II T I:cor addill onAl I itcorninnI lkcrri A an firding Fliaf�Bis ISSoliviiii Roslud Apprisoal Sioshorri and hiflarni-Dide Cacirto, - , ,�omno�Im=n,%L=-oI= Nab* of Ac boopi arice (II ',�"r L80C., t� so addit an Pil Morrill ron ibiquifilrog F lor"ji stilleoilde Product Approtal %stern and Irforb-Doode I I r;2�my Nal 01 Arfailso4orl MOA), QsI I -a - 14�_ I ); 21 US sories hargers 7opliange houlgers avaiijiAtio, nri,00dlfi oll 4l 1 I .Arid harilint, FL#1 160-35 ,', 5��T-XF` lWhesivin Anolio, for gonciallS, 1:111,,,,,, Ir is,rili � ,jf)lbr [ 1� III, 'I P; Sill-bW tia, S/LBV 1 81: 1 STWV2 IJII�l .Il�ILI.Pif�'��' ��,I7, Sl1iUt(2 �5, `.VI_LiV2,;5a. 5il.OV,31��i ,A Ci ir Iiii 1 iliin�jtng I 6.318" to, V�AM` SILJI S,1LOVS, 621 SOLOV4.0fif SiliBlif`4 12, SILS1,114.28, SILBV4.76 S/1_0V!5�M e Stivrig-BoAt 2 I'l ril, STB2,4SIS, ST F&666� lnbong-nffl� 2 ViVixitiv, Arichor W confoxeto avialloolible, Incarbon r 22 LBAZ seneir hiliqlaris Topflarigis hangers available inibidth o1I 116I heights, §W EI U I M9!39L N Uni k2LqLNM E!Mdtt(-'t QU911RA10111 19 _WT201, SsL)TT2Z, SO-117"I'll 4 1, Fil"T 41, 1 11 TTIS I-foldistivne stereol and 7)AFASS Will Sold 31 6 shithrolass:steoryl L I ta n9trig trorri ii 6"In 1 3- III 1 HHU,R2110-3, HHUS210-4 Jill Hangm '�O SfUSTI SArMST72 Str aps I I 8 rill � I 0:01) 7 711ofin, HID l7ri It) i 1,, THID-ii-irkl TT ID:� I TIAD I16,SS, TI lf)-�';S, THE -I I S), Tition HD Heavy Dr4 Sousa, Arichol concrete and malsol I , 23 ILEG:�, I Li- 7 series hangers. I op Frange hangers available iniondths ranging froinni 3-11411 to ,IS- 4' 10R% I I-IRSIZ S,ilrapTie,s 21 SPA Spa: I d Me to T !!as wordiable, Bildi nex !head In cartion st000land Ilipar, 3D4 and 3i 0 I arid heights A arging III P", to 33-112" 3 HIJ0021�C-2-SDSI, HIU(-4210.1-Sl HIIJCCXAO�So�,'3 Ji Hal 22 SSP, III TSP $Bid pairs Ties stairiloors steel, Qrvyl counrionsunk troad in Aseltson sitiotoll and 24 f0i ML,f ` Sli. lt�wgers rup flange haripers, available in viodithis ranging from 5-1 ii 6- 4 I-HGB2, TH013311 THGBFL2, THGBHS, THGE414 ,lij,II I-laiiqIii,i Zq STC L1 I C TnI CIAII Type 316; skointeras Steel � 0 ^ �, 7AS"and hi rills rionging froArn IV to 1132-11i 5 THB02-Al THGQX,SDS4.5. THGOP12-SIDS3, THGOH3-SC�S4,5, THGQH4-S0S$ JoIls, Parlqtli 424 TD172'2 Tirais 61facc, niaI 8 7nion, I+Dl Roil C'clipimi [THO,17ll 4;RX*�!,,TAM0934RC�') Than HD Threaded Rod Complier fix c-lifforean, W of 1 Z,� IAI ` serwis hangers ropharogelhangers sivallooliplio in"Adlittritaniginfiroml-phil 6 THIAI THOVIV3 4,, 1`11+01,iii THGil jjl�-,At I` l4nirl 2h ,�Cb,` 11 fus" .InAl '��oi ineinlifil P I ton: I Q I firee0old NO � taniI ii"HLKI,�510l -ITILQ1,171 58RH, THO37212i Theo HD ThresidedRod Hari for Asorictolee, L. 11T mind heiglifts croingIngkism:9-JAI to 24' THD5321,4RI 71-101102,1�PH) Zr.� PF 1, It IFEI, '�FLIR I'l st"Al h;l, sis Top flarciIie, hargers aiStillable In Wididn cf1,S,`1(?'ardl hosigirts 10 Waidger-Al "A) Wedge -All ftchor Too rBasom), , 4 raingirig trism,434IM"to 7-liffin FLA011473-110 FL*tlBe04-RS 27 2S IS R Wrj sense hangars Ridge t a Ner con necto if Trip Ile Bqe III gets ava trill In �il,ldtfis rp nising from I .B11 il to 7- 1W Prod U123 WIL tium ME or ligims, PERAIII Qm6pi �,I PE291191 B1912L 5WgJl2LL2r_HWD.S`, P[ggljZ Q2X$Z[tpAi2n Floold6230i Ono ; VJ" Brild he4ghts raingAng V-114, 1r"."3Z'. 1 DETAII�1210 Ootublon� II'Arijadlicknid Tril Anchor 1 C:C�:�l��rv7,,,,l62�-,,,�:��,��l�Iii��,H��lr�:"�, 000M4 6�',!-61,;,';�.iLYo".f��O�1,15.61�-S,L)��-ill�il�,�, l "_5102.62 SI)S(", ' MaslfrAy pleir Car* .La I� I 2 1 K, TR � 0 11 I:Iff-r �_ F t3, I H FIR 1_116.111d'S.H]0-�, Irle2s Qirdor Raftmitt Anchor Ilucriolliflir, l�,� CCTQI M4A24 STASa:, Or .-.TOMS. 50�SDSI C=W.6'-, XASGI COCIOlV4.62 SBI;�,Sr �,,�Z�C��,�!h�l;!��.$��i,130,1��,,�I 101 I Product Model, Numbergir Nam AT,XPA Poodg2t LMription AT-XP High-Sititerigith Arryfic Adhesive lor concrete au rul ry Am� v FILM12M.R5 4 H FTA 1 Z HEI At 6. HET A20, H rA A24 H 14 I` i4li I 1 FnibridInd Tif Ancrifir 2 I t:� I, : ( � I �� I flif I �!I 15,2 CiI � K I` , !E: :"� 1� 3 � DWI I: ii ; .KT, IF C G LON,15 �%GA'T, i 1-0 iiiii 6243,, KT, Mosorry "s, orr Caps, 2 FTIHIP ET-W Emparry Ad hersilve, ftfor orterson III I" ?= 5 H ETAL 1 2, HIET ALI 6. H ETAL;.(] 1--mixildird 'rw�m Andia I Lf��f�L,I_,f.ln?104 t$2','��I iI l, L�,'.:lr.i�.�1!4��i,�l�l,ti�,ir,�Dr, Kil LCCLRQMU3X,2Q-KT, EQCLRQi0LK,e2G, ,a SE�T- XP SET-XP HAI in -Strength E In ono A, Adhesive for mosom � I I S 14MA 1 lorad III Mill Uumbor OC Ugator AI3A44 A3A44R', iii ARA46R, ABI AB,flifi)OR� Product QMFIDItilln Acr�ustzl Puts tilistroi 43 7 HGAII HM9 I FIETAIG HHETAI HHETA24,:HHETA4I) Ma%orry rii connirclwfif Heavy Embedided Truss Ainfli �:� KI, :,','�!�!�!: I'll.)II010b "tik, r''I HrjUM54 2"If "GIJI'Ail 1 liIIJI107 0101, r I'll 215, if Q A4V 1,10 il irwIly 'O's'l�fnj I I lanlffimlf, 4 1) ftong�Rfcit 2 IST F;2� I ten, 2i", i7liq2) Stmorp-Hil 2 Wedge Artinther fint Airwriiii 11 Ban 2. Sciew AI Also (',AmcrAl I =:) . _4_j I 2 A:BU44, A31,14I Ablu4t, ASU46R, ABI)5,I5, ABU$4, Abi A8060, ASILIMR, ARL48, Adjustable Poor Base 8 Ijii:12, � (", r3."q ls,'15, it � � I 4-'s(IS"t ' Girder Tiedol 4 LGLIM26-2, LGUNI 11 .... GiJil,112"I 11.00IJN628I,2� .01,,11114h-3, L,G'UM28-4, L(WN1,11IJ-2, NHBI Borinin Hangars 6 Tillem HID (rH&R4$6jHD.)i THID-CSI liceir HD HABI -D,lj�lr ScriariviancrAor for conorsiter available in X4 Y Al "Ilk W 3 ABUS8111, ABIJI310 A81.1110110R, ABJ1212, ASU12212R ABW44Z A SW44152, ABWAli ARAI A&AII ABVVI AR,nol Adijustable Poor Basin 9 'I in Il INIETIA112, VETA,16, 1AFTA18, MIETIII�?(�, rij:ET9,24 MF'1,440 Lateral I FILM11 Anchor Enritinidded -f runsi Andtfor '55 UGLINI LGIIJAM210-4, LIGUNI LGIUN14611 LGI0116410 MSRA3.1ZA9 '.N�, MBHA312A1I1 .25, MUHA345667 25, N19il 56?11 2:5, MB"A3.5611111.25. Marianitiql, -top F Ange P Saint Hangars BrIll6stainlessonselvvith hic-S-hersid, arid 116 iftelIntess sivelvoi cou"tersunk hii OMMON� 'JOP" C_ 4 A04, A04R, ACE4, PI ACI ACEFO Ford lr',�Aap I I 1ASTAllil P,41551UI NISTICII NIST171BOD ,BA ifq�r Tin to: if Ma, scliii of I NISHA&I661111,88i, IS114IIA3,56mot, MBHA3,6&1,6,, MSHA3,5618, lABHA6,,%A`7 25, 7 TiNi Tudhil MIT) Titan Turbo Sweilo Arichar foi (xAm: witir r1i I lar.0j"I'll, ; dr.- W 5 BC4, GC45. BC4R BCO, SCII BCA, ECS2-2/4. @C�L'2-3AI PABSI calls I 2 MTS101 6, NVISM20, ITl 6, HIT St,1213 lonsi Straft 101 Poloscilly NISISA54UP 25, 11418FIA&SWil 25� MBIIA5,S(Y1 1.88, M811AS.50rl 4, III Will 6, . ,! � 6 �,',Bil,j, CFA@, Cill C,B66, C'Siol I EnrihiSdolaid Column, Base N116KA650i'lla r" All W 7 CBS04i CUSQ46-SI)S2. C 85066-SOS4 COSAI CUSQ06-SIDS2 Emlitedded Column Base III 6 NIISI,tlljl�lI 1164,114I M61I ... l(.l$,50I`I 12ti, MBHU3.56A1 I �86, MISHU3,61611 4� Ml Us 610I IUSH111165ill 8, WE I I 25, %4UH il fiql 1 25" AABH U5.5WII 1, 887 MflH OF 61CY1 4, Masonry Seem Hangers Efoo 6937-R3 > 8 ln' ,C, FC ,C, ECCUI Sor;rrs Sisted cAsill caps witin rang ng ham T1. 1 IO 10 9� 1`2" and "I is rging from 3-5ffll to 7-Ij2111 FL#41496-RS r 11,11131-K,155CAIM MSHIP551010� �,w ELQd fill lagalill � Num IngE Or ul ProAlluat Doillgriartion i 0 9 ll(�'Q�$ii R' ,01�'4450$2. 5 �FA36l S<nemad, c,oluirrin caps with W1 ranging frarn 3-IiiIs" to c-112" and , from 3.W" to 7-11121" W2, fainitilrill 222S 1 Piviluill Modal, tjuMj2L2L,N= CTTIZ Product Croswillotlai Colock Tension Tie I X,140riGlr&�ISK,, Xt 811016, XTS1 01 AI XQj SIC I 6, XQ1 1I 01 6�tK Of I10,11 6 Stnang-DrINSA X Metal SelfiDrilling, "FrolpfAl Screvois withA00 citill Polint I > " 0- if r) C.PT,P112, i"FIT607, 0MIM67 Corl,�eak,,I Post Tie (Mae 2 III DIP, I 101 q Boltard Holdoveris FI_#j219Z6_813 2 XLC�l 1 471 224, KLIQ 1 I 4DI 224-2K igl'�2-24 Stiomig,0five XL Lasge4leard Moral Salf-Drilling, Tapping 144vohn 0011 Fivirit 0- III 12 LPL1,44A, _�:IsB,14,07848, E11313155 EP84Z Erriteddied Post Base EmIlbeddeld Pod Base 3 4 r-IC213. FIC6113 I HDQB HTT4,14TTS, 47175-3irl Bolted Holdownis Tension Til fta it Product Model, NumLer or Name, Product D000rtution 3 XPA')l 14SI224, X11AQ'I 1411224-2K wilh #1 and Laigir Dolbrillifterof IHO!IKWa$Ng ;Heiad 4112-2.4 Stiflong-Drive XPA Madium.Hlead'�let,i�,%tr.Ll�ill[i�ing,I AdOW41L I � ( e< 13 LC1344, LC666 Enitteddied Colurrin Base 5 LTT15, LTT,2013, LT1431 Light Terl Ties I SDIIII SM22336, ,130'N22438- SDWZ411155, SOW22BDA), qDWZ2A5DQ 1S0NI bttmq�Dril SUNNI LVII annITRUSS-PLY &.xisobs Tapping Sorawswith'Ai Difill Pointalill Mosittium 01torristorr I leonsh) 14 LPC,4Z, LPCOZ Ilir, Post I� a P Ll� SDII 4 Xdl 14$1224, MI 14B1224-2,5K X1 114S1224, XQ11 2S1224,.XQ,f12B12242K ill"I Stroinig-Dirl X IvIelail Sorf�i[)rIIijlfgi I ap:tnq fiBnminoval 06 &M.In _11--ooioll is 10 MPB"Z, MPISWI, MPII PS`1114� PE44R, P846, PW6, P805R Moment Poe Finite Embedded Pool Brase E60 Hall 8:1 I 2 ? Srlf4fri'15450 XVIIVA9610 SIl q1VH103FjC11fl SC)WH 1 94MBB: �SUWH I �Q)-'.'Dls. $0WHI 10:�Ijljji 1,�Q',BH I ul xfjLB Stiril 06/t-8T'i IRJ ISS Scivivv SilorIg Dnivis-SLVVI-1 llivl�ER-Hk:Xll f, XU34810110, XL348101"K � 0frill Point 1110-Bli istiong-I XLJ Metal Soff-Driling, Topping $c1roorairs vriil 0 = I t PUSAIII PISS441 POSAI E.intedded Post Base 4 16, SDVO QZQ,1131 SUW427di SDINI-1127800G, SDVIAH271MLODG, ,1,f0NkH!27I2Cx)G '.�4C)INI.;1621�l,,!$"C�I'VI�611$3,00� Sixong-Drive SC`,i 1104SER-HEX II Screw #1 III Print -_ .., -a I* 19 PEVI PBV10 � FT',44-16 FC4e.16, RI PAC,el PCdil tlp'044-16 Eral "118, E)Ll(�48, lil Round Post Base Pod r";rAp Alia" I EEqAAlgftMq921lUPISaI.WL2LLqM, 19l315r5x!?4, S876x24, S21 x30 emb2t w1almm tiIII A' IfTiOl. II C; SDM10:312. SOWS164W, 011),0431,90(101 �I[!rvlorfrl!97112� SO4,NZ;224DO�SC)'0,6-Z2%0,,zg)V�lS��N"],t SIl 2110AZ Striong-Drive SENVS FRAMING Screw Sriolong-Dorre, SrPNS TIMBER Screw QnIerkm Grace) AVONNI%i, L-WAM (D EPC64 16, Fili 16 2 SST816, SISTEC10, SIST82-11, SSTEr28,:9G`T"BV, SSYB361 SSTBIOL, SIST8201., SSTE24L, Ss I I Anchor li . � JI jr�r,,Wofl, r,)D, ,�nl,,V";�" ""?2 41 ino�j I S 2 () �lfl)'J,111`�2`i sciffril","'I"1000 SO"i'vS"I"110 . I _ , r)VIII 0 1`1.414,32Q-S� L_ 20 Pi PCAIR7, P-_5Z, PACORZ, PC8Z, PI EFC42_ FPC4RZ, EPI EPCARZ� EFCBIZ,r poslCap $8 pil L 7 . :!,�:::il:l��l�,��l.":�:::,��?:,��k�h�l��,IP� !�:IIYOV622400FIB tAWV��3112�,(KDDH SVJVVS'7A5Il0CiF3 z,fYNS`1?2iKA0Dq "III AlAni, -1 Di t;K"W", I Polor-, R Sclevo (ExIefil), G fadi I CL FIFsC8RZ SIDIIJIVS22?1 C1011),I)P AW =1913 0999ilo UIAMkRE Ot 1102 lomillil Qskl ga 1 <c � 21 FRFhl PIPIS4443Z Pont Hason 4� I I SNYV 91fl2'Z:,; I 211i �Hl:31, SI)VVS22751121l Outdoor AbcenN Stirvotural VIVood Screw . I ITS:``,Cr�`1141 y: I)SSICLIA6, 1)&15C'Z4S, I `G'Bll 15, B"sF:rarr�ilngl)rftStru��l(,:r4rint,(Ioi a) 22 RIPBA! Retirtht Post Bonn MaZEM P �5C��148�27��108:S,:S��'lbS27400$,$,I SITAYS2751DOSS, SIY6S2.760Jii SOWSZ78I ST" 2,71 000ISS, 4LJOVIIAS271 2i Strorg.Drilve sMISTIMBER &SSionew 2! F-Cb43,5 l4t*45 5, F(',$49 5, FGB411 5 Bypass Frorl Fixtiod.(Air Cornecitior U) ,110o'S .', FRIFISD34SI IT if, l:FHSLr34R101 (II FPHSD3481018-5K, FPHSD34191214, 91 I 18 a rail Z 14 Stro rq . Ur I rs F PHSD F i rArf Ing 4o C FS Sell- 8tyLl Product BrBifin, Niupvw�r cr Nfirris Poodug"If Drisgrialkst) 11) S11"t"I'l I lIfiliK.1 S[forf�j I)11vB:-3".)1)l �K`11 F, rr)-RINI �.`.Iow FRKS0348ii 4PHISD340214-15K 06I I appling '13clormin; -*--a I 1111"T"I III W FLA" I III ,I Civil I 1�, l"� i/S714 Cliff STIC 11 6, C, I 14 I I!,', S 1 Al, C�S I S ii. 821), ("'ST1 Called Straps Irl T, . ,�' 151']il T�Aitdnrir Acl HIS, Hinad Wasinn,ir 4 21 LSFC�2,25, LSFC4 23, I-SITC625, SFC225, SFCA-2,5, SFCl Stil Framing Con instill z 10, Im 2 HNS45 Hl��SS f Q1,12 F HAS, ll�l soovo, FHATI211 1-11108: i: -0424 r: 11-:1A30, NIS I 1 �II6, "I ,36, Straps 97 rhil (12 go) 5 LSSCJ42S�, LESCS25, SS(r4,25, SSC4 �25. SSCl MSI MSISC425� PASSM215. Start SludcoliriActuirA AU I IEC2gll Ugalifil Miili;ogj(g� NOWQ l:l,,l A, r: SAS pullo!A3 Quisdilitoll Founii0iflinn Arichl �3 MST148, fillsirlic,a, 61,6-012JS%115,11`27� VNI8137, 8IIISIST48 H TS1 6, HIT S0, HTS2M, 1-1 TS 281 � ITS30,11-17 81301T�: I I e av y Tw S', ,S i t a ps FI El t6,16.,j-1R3 6 f�SSC4-PSIll 066rkl1hitaillil FICKVIM, Il 5, FiCint,V? 6, RCKVIVIS, RCKW6Zs Rigiol Kraw W411 ("ilInfloaclor 1 7 < 2 FRFr ( Fwt Rebuilt Foundation Ploobir 4 IlUl LSI �LSM49, I-ST171, (ASMAI NISTA12, MSTA15, rol3ri NISTA21, MSTA24 I 151 itt irl 0 mil (I 6 no) I'llap'. 7 S�,-843 5,SOB45 5, S(-R475, S084S5, 8015411 S. NW,54I MS(Mill 5 SC$ll ByrjA,,,-. lei Arn Ing Siilci�Cljp C on noctoo aj a wevoi CL 3 IT I, � L�,� Q,15 , .11 -1 46 - ill, Q I I 4 S -fl, Q i A8-8. G, 11 41 r.w, 6, Ir, HZ I 0 -8, G 1 �03-6, G I 1664 G 1-1 6l I 43 a 8, GI4 Bill Goal, r,H61 aa Clirdel I langef 6 il) LSTAI LSTAII 2, LSTAI 6. LST A`I 5, LsTil L Ai ST292, ST 211:2 2, ST211,11 bi S T221 .1, 1-91JI111311I SUBIP3.2S, MSUISHI.1 225 33 vill i20 r,10) FWklljil� CIIIIIIIII'I90 §tal .1 � ltjQt MQdfit Nulillb.tr gir litiam II A S I 6, AS 1 SS�, AS 1 fl�M istggtiCt L)4kVlr � L .lgVQIj 18i.ja TRu,;sP,J.tiR,L, . 6 9 SCS32-W97. SCS624J97, $CS62-W11$I IKIIiii 25, SCV0.5 bypAssframing0onnel Head-oVOI Side-Chp TIvnIl - � 11 Q LBSIA, GLSI G I �G LEBO, Ai A, Gill GLIBIC, �O 1.570, Glilium Boni Platti, 7 LTP5 Latel Tie Flialtie 2 AS 2011.5 �'o t)a 1 AgtA '_l of 1 %�6�6L pIsAt& 11D SKII 5I.Cil:1,25, MSJCI MSJC10.25 Steel JoBst Con noobots � L_ . 5 6 GLBTI 10,1131-71`612,01LIBIT51or GeLlrfllff, 0L.15TS20, ect.-fis") lIGLOA, I ril III l0i Glulium Rearing PIS* Heavy GILdarn Dearing Plate 8 9 LTS12, III LTS18, LTSM IIIASTAI VSTAl ST1621$, $T6224, ST9, S1 12, $]l ST22, M$I MSTC4Q I ijil: IT,outStraps L$h Sir ap,, t�4 sid � "I 6 lisi Ti 4 AS-20 AS11 I l:1 ,V 11 R T i u �; ii; P 4�4,,, Fill. 1AAe Corriol III I 2 SS, n 3,51 6 XLSH34 V I 414,XLSIlAl 414 Bypass innorning Slide-C.11iri Slirut Oonn,cl 01 4,11 Is SnAl -CIi v e XLS� I Shouldered Self-Chillingjappoing AMOR% I %4I L M '? 1-107 - 2, I III I I 1111orl 1"lliditir Tkil 10 froti$0066, MIST08, ST6ZV f1b rqmi K9 irill �14 �la�[ Sscr I " LIJ C 6 UFPI(I 00I roundation PI. 11 foll MTSI 6, hl Ml III MT1324C, PAT8300 1141 rfil]PTITv,,,,t sli filps 13 rI 4 I 81 01 ill, X0'15 I 01 8�4K, X101 S1211 4: XQ 1 Il 4-3� SK, XQ76S1 224, X0188i 224.3K, 0101I 912�14 and 1$12,24tiltrroonk;�Diirri Metal Soll1r,113rilling, I - III,- C Universal Retrofit Foundariton Ptal 12 VII S/Bl,el, Si S621 ?,!S16250, SABI BIB312. SIW.50, VEQl SAIWAAi 29841ZSAB4,2!3� %1124351, WIB5�W I op 11 lariSle, JOBS I-in!iers. CLI%t27I "X0114:91224, X011431224,15IK, KQ112:511224,)(0112912242K X�41IB101(l X1Si010,XIB*1&4K , , X131214, X10121445K 7hI Sirroviii CLI < I 11 3 VEAZ129, WRA2.1i SMA21212: &BA2 l2r,14, 9:2,44.11009, &B,Ai I Top Fironge Joist Hangers �ju Pirgimlillit I�Q;:I Uumber 2r litilims E!Anoducft l2orldirettion Z --i SAII 11 BM 2, SIADA4. 1801 4 I ETMP Acqieslive Anchor for unricAnBe 2-7 14 15 Sffl1A Hurricane Tie Hoklowns 2 r.11, f.�A.r,,GUP,(�UPNII-W,GUP,61.75,GL�RVI �100,t��IL)11JS,�l!�l��l-!��l�t,,(�V��-n�(�Oi-IUU.(.3�H Fl POPAX, POPA-lool PIDPAT, PINW, PNWP, PINWIlb-lito', "'ast-astval Inetaii and eac'ernister, PtAWw�,actuaited < 1C SA14DP,S,S;IAP-i.98,,qlHr.)10S.S�IADIDPi,'-�AAD15S,,��l;r)ll,n ShIlDIU4. iwPUi,IU S,MV1j0,SfHI Howl IPIDPAI PDpifil FI)PIaVoll,.4orni PSYI[2, Pl5iii POLDPA, PECI.OPA, PTIRI MHA4 fasteners, threaded mijids, land assern LISS; I V :511JC1, 341JUI I hal 4 SiEl 33 Adhesive Anchor for concrere n . I . SHEET NO. I A � . March 6, 2023 No% F;A 1,3 - ___ > MAW 20* FRODIEN,71''ClONTROL SECT11("ON R`GT 111141C.� PGT1mdmttlje% Inc. (D 7D C7. C) 117hulam 0 MeI 1( E `E VIDENIC"E, ST'B.%1TI TED ."SOTICE 1 7 -0 0 DEPARTIVENT Or ILEGVLATORY AND F.CONO&LIC REWTALCES (MM p Nfimam-Flonda, 13175 14'74 BOA" A" CG0F.'AD&WaSftAU,0N11ItMM0N 'T F , NOTICE OF,�ICCFPTAYCT: Fil"IDE-NCY SUBMff TED (D QW) "Sitil"birdirted NOTICE OF ACCEPTANCE (NOAJ B. 1 ISTS (Contimue# U) .0 -0 Pli'aFTImidamies, Inic. Jk� E)IRAINNPIX S l4pq, 0 - - 1,01710 "rechal Ditire, �!Iiri�dt, sitiCtIl Test repoit on "I Air lnfilmmtimi Tleiil�;It. Per F Eifl,�, TAL'Sl 210`94 W 0 CIL. C) 14275 21, Uniform Stam.: i,Ulr Pln!ssiwe Test., er FBC. 202-94 p E NIA"TERLOLL, (,�'ERTUEK ��ATWNS, LL- S C., QPFE i Di e, i ater lZeSiStariCe''JeSt. Ellei, fL BC, T'I �S 202-914,� A L �qotice of 14b, 15-0511814 ismed to Vision Exmision Limited for their C-' M 0 m Ls beimig issuield ti-Wer the apifificidtMendels al regulillitilms, go-,�auuiglhe use oficoa,*uctioninatet-04. The ti-ated. 1 1 15 I., mirithmisimil A dated '1 , 4) Luge Missik fail �Iiact Tesill , Fer FBIC'11, "TAS 2f�11� 1, -9it 11,11ife Ri id ?V( 'Exterioli, E'r(rusiorris torWindowsaind Doors".datedOV1345. > 'E 2 h,mi, bioeet� rp�ienilried and occTred by -Product Coutol Section ticl mgael,,.1 andileiiiliei�:l toll, 1.,Itl,�atiil Biliflillimi, RE Kind Pfe��iiiare Lc, ad ilig per �FB!C, TAS203-94 5) Cvclic`� exph in Sfi, 0,19, ig (at 1 W (3) be owdixi E1141AA Dade It, ollaty etiliJ, Q,wf area,, iii'llere allowid li:f Hzv AW, F 202-94 6 orced Entry Tes i � per FB 'C', TA S 1i Nicitice of'Acc ria 'i - micle'Nii 10 092 1). 018 isivaed to Visson Emu, sion Limited fbr their -17E W 0 IR Tbis NOA illiall, zolt bile,iii'mud after the expiraucipm I otared belomim,'. Tiale Nfiamixi-Daide Comgq: Product Canal Seclikin Ill U-STS drawings and bilslAarion idia�uani of*vinyl slidin gLis6door,prepared 9 10 011flill "Fan 202 and lightelifiI Sh d s ( 7S olk-, e Whit#)'Rigid PVC'Exterior Extirmsions for 4-4 F- S:-1Dl U) (in Mam Dade Countyl � m4lortheAM(in, arem otharthast Nifinaii, Daile C'tmimpii) rtserive the rigb, t tol have tl I . Teat, report 1) Und'dirtri Stafic,Ikir, E*&ittrilt "I" est. per F'B,C TAS 202 -94 ,P �l by, Feneii,tration Testing Lab. Inc.. Test Report NIIIJ. FTL �8549� dalled 11064 3 iigued, md NA' dated 2,08,11116, lem on 12,C9/2 I P11 h 11 a nA9 produo oil lumetial tested forq=11it.11, priolidlict orUblitierial fh& I perforial the aicicepted 2) Large, Elillissik 1otE,;illi:t Tbst jplei�� F`B 1 A,S 1 -�,A silealed1billir 'I d ahnis, (irtega. P, E. (Test, report revised on 12111104" 15 and 02 111 Ill 16) mannet, themmfilcuuer� win iacurtheexpame "Mij, trial r inumedhately� re%roke. milin dlif�,, cl I stitipend the. use of sl�"h produl auterimild vvidlin fjiieh� jtwis'dictil�iizl PI.R., reloervei, the right to re%lcilicie t,hi�i f 11 ind is I -1 Cyclic 111h" Pre,; izilie Loiae br:,O�I ;om F,8341'�! ['AS 21)3-94 allong withnfailmd-up drawnigs and itisaillation diaififm of i,lrinl�` slidtagir F-Lass I prepareo, I Tbs�tseljxxt on 11, 1 Air Infilratim Tes-t� per FBC,, TAS, 202-94 2,11191.1t1domi'Static Aii- Pressure 'I erFBC.`1'AS,2-02-9- ) p Bteflivir'lil I oated, (Painted orl, Laminated 1i Rigid PA-CEstwillar Extimstotts for lvudolo!'s and Dooris"', rEated 08ii'll & 15, expiritlg on 1091.34� 19. C blifienestration Testing Lab,. Inc- Test- 1`1,1074-5,,isigued aud I 11 3 1katvt Riesivance'Test. per FBC, TAS 292-9 , 4 ' lotice I 4 tl� !'Acre mee t the requiretuentz of the applicable llgto(le . This produttis approved ao� de�<tibedhezem andhas been de®rigped to, emiplywith thieFlondial Buildling Code,. -i; xi 0 2 15 1 I'l Sealed by ldalmi�, OiTeg., P, E. i iled I. - - moi 0111. 4 I '1 1 1.,arge 1XItissile LiV;ac t Test jiler FB1C, TAS 201-94 Inc� fbr the-ir "7 liter �Shades (.N -n-Allite) Rigid VVIC, Exterior 01) AN 31040, abld Lig 'o iom luding the,11iliggi, Velocity 11micam Zow- MiscimpTic,ON: Series Glms,,s Door 900& 13511clornersi 'TAS 210.2-9-4 2 Test repon on i' Air Ir"tration Te�t, per FBC� 1, ll '1f Uniform SillaticAk Pressime Tesli- per FB<�`,l T.,lik'14.1" '2111 �j PressilreLoadin, pe clic 1114 in L7 t� FRC% TASI 203-054 11 31 w flis fadieldl-up, drawing"s and imlaRation diagmi vinVI F�(img glassi I prqIuvd q E10,11101ow for A)"Jaidows zaild D�o,oi-s"',d�ated;09i"15,il�6, lvq** on 0211W21. 'Not 11 -ce 'I ismiled, tolENERGIFen Nr2tionSolutions U'SA� filce �: i -C 3) W, ater Resistance Test, per FB( TAS 2 �O 2" - 9, 4 till �F let 4 '5 ignedand F lie I I I Inc 911 dPA Lite io, 4) Large Mssile InVill Test per F.W. TAS, -94 sit!��ilied D�1�,alilus lezi, Y F, (Test report revised, on 02, 1 C� 10 on041&V. I du:ott0i 21 olf2l prepareqlibymamifacmilet. dated 10-05,,,15 and last frivised on 02,1:011:121, signed and soaled bv k L.yzallkliller, P.E,..beim�r,ua,g!rhe',%Limtiii-D3de C�omty Ptodulct Control Rtvision starop with the Notice of yl IX'�vd Pits�snre Loading per FBC, 1, 21)113-:94 5) C', I 611 Forced Etitvv Test, peT FBC� TJkS 202-9-4 '11, 71'est sef)''Clirt clixt lJoiforni Static Ali- Lpirmitoe, Test, peffW-TAS 202-914 V I 1.m-ge Nill 1q)-ac It Test FB1,",',,, TAS2 () 1, -94 6, T Zotjk�:,IF� No, 116-07, 11-03 issAled to ENERGIFenestration Solutions USA, Inc,11"br,itlietir "Wh: P Itivid Exterior, Eatmilislo �s for Wittdows a - attild Dol dated Akcceplitance aumherand ezEmratiou idste!'by die Miami-Dwk Cialooty Prodim-t CrovArol'Sechom pet I. , I z alolig 11-107,i:ing"�Il aud ui;tallitim dl�igrani ofvinyl ill g glas,-. doicrr. pritplat,ed I 1� I riclic Nk�aid Pressmire Loiduig perFBIC,", TAIE,2103-94 I () i�l 17, expiffing, im 01 2,,211,13till 8. ,NIT mict'Resistailit p I L�it). InF�, 1'esi 'PRI No . F ri. 85,46, 6 ated � 11016' 1 5� sig ti�ied zaid I It Ili 1 2 allw IM � b il %irlifloid, �4111 ii, dit", WinIgis and instaliation diagmili cilf" %F,dilpl slid,kilig : kal i1alor, ared ptep, 7 "Irest replimill'sNol(s.. 10 N11 -W I�� )52�� 535753ti,91, PerASTfvI E-84. Slealliell 1)11111� lill�llhiksl P, E. leSt repDrt revised oa �D 104 1, 16 ind 01,21,11111,2101 19 AS*n�E)l 19; d A'411"ITM-63"i, , I 118sued blip EX01111 A to Vision, Extntsion for clemlosic J, r4ill rgil"Ier I��See tlltrillle,,�, El- I &,E11-21. slicieltio, WaimicliorlaymIt shemireilliumemeats in 11 thin 16. 31. Test rep,l:11i'"t oll �kir I 5t. pler FBC. TAS 202-94, 0. 11 1, 511� 1-10 siI0,11it'111J, 2m Stililed 1),;, A, (�'�auso, P F (Shbiiiiilied nillill�flil;lAl' 4,11�161 11- .1;i IF 2 RiyidliIklhite PN C,Trlm (Ptuselid or, 1&mim*ed)'%tjteR*jj0jrPVC to' be 1 01611,7 �Ylidl rmderi%70�4 A7o. I -0111 7 01 0 j z 1,31)eled pet 3 %11 R, "A 31 10 per FBC, TAS'202-94 8 , if 1111�ill, 11)1,llfkil� It% itl iari n,�Test. per FBC-:TAS 202-94 F I. 8 e, oil' Acceptaxicie'No. 14-01911,16,11 etisued, to, Kuraray m nc A mill I far their 1 3. E nt. as applical 4'1�1 11.arge W;ltiilf! lJ11PWItTem er FBC`� 'LALS - -94 '101 P 2'��il 5i;l Air Pfeisute Tesr� pei FE34'", T.J6 �4 SentryGlitist (Clemi and'11111iftel late! lia, er'"', expit,* on 1107,104111& .4. P�cke; alls unciet W,Pwateap lircivat to tille itlimelx1e,di i officuil 5 1 "I'lilil:H Loadini FBC, TAS 203,4914 3 ��i M it er FBC TAI"i- J- 9, j$sUe%'ItoKuraray America, Inc.ficirthw L ABELUNIG: Each urmt illiall beaj` o lot" kll�ffil) 6lit fie" 81111 follovivil statement- "Milanxt-adel C�Iewqr Ell I 1111011tillid, hill E1111111"J"i ill, 1] eil� 11, er, F"Bit" TAll, ')02-94 P 4 4 T along 11ill 1� t 11 ni;�i`lkltld -:113fill arlill i"l 11 ni, laf vinyl is d bg g la i F, dool�,, prepos& I j � , 20, 94 le hillitilsile InfEact TIest perFBCI,I 1,kS 1 1. FBIC11. M 2 �It'3-94 Pre Loadirigple: T. I! m1g t1jmackmr�. Clear aillid C010111''18 11)(ThIS "17 0 Yers e3i p on ( -0 8,1 9� RENEWAL, of this NOA %W'b* cciitrwdared� after a has, belea flaeld limlid thill 11'a"I blem no bv Fenemrallcli�Hl 1"'I [lix 1 17l-l��Ilt li"It T711- 85,47, dated 12/04115,, Signed auid 6�� Fiox'l��,ecl Eoxiltri,ir'Te Fit. jiler FBC,, 121012-1914, Y', STATEXENTS ch Im�a in lihe a plicable buildi code negativel i II Affmti4 �r P f p il� le perll�'0`1111111 INCA., D 311, thj:�: m :i1iju 11: t 5 f TrR-\MA710,N of this aN*10A wX occrit aflel the ex*atilmil liale clis if' tillime hasibiemil, a teilision c),t chfingit, im die staled b,l ldahl�iis 11(')Vega� F, E (TeS � I i'l ll,' i i On ( � ) 1 ;11 16) or S 4 Test rejxn-i cai, 10 Air lnfi1i�i-auoii Tel''IFIl'' mi,11- FB(" LkS "ll i 94 1 111 'hilifW ailed aloug ith, uwked -up d,r;n,i1l1' 111gs 211C iiista 11aii�,�xnd Lagn ra of vinirl s gtasis dolor, prep. b 1, Fenestration 1esting Lal;l, 141c- 1 k-1 tim A-511111 dated I I don (2014.) and FB(��-WhEdi(1101k L Statemait letter of YBC-Sllh Edi 201 7� isafted by marartadwer dalted 0811 1411 11, ii iied,& sealed by Lytin Nfift, RE. F 9.11 matelials'll, Usell, mmitfloctme of the plodoo arprocess, Akause oflhii; NOA ais of alk)II" f0llllrkl� Call, 2 Uniforrit, Static Air "Fent: pef FBC� T-kls.' 20-1-94 1, 2,0640, signed mA smkd!t��Iy jo; i"itt'lisliF F E. 9 Statment lettef of no, financia V 'I firit st. datied 04, 12,11 7, issuedby mmufacturer. siped mi 3) W, ater Resistance'Yest, per FBI(". TAS 21(11�2 -94 1 V, IM staled by Lyan Nfiller. P-E sill!"ICtilain ofthis, 11110A diall t1ilill C011,F4 foi 4)LwpN1il;,l Impact TIlli pier FKJAS2101. -94, 3. Letielr of lab coinplianc pan of the above, teirmpolds, prece&llb)� thenorids1fiallilill Cmr4i,-%'RoriAa, and followed byik�e ("wLc V itid Pre-,,snzie Loadwgp� m .4 4. MXTestPro W No, 17-0387. dated 05�,�05,11"1,741'Sl!!Ll'e��cl:'��'ll'� fsijia��J, 11�11JIJ3" 'E. PO ! expiratulloin timile! alillY b"Iell dvalplia,inelill iu L;,erm,eme. Ifan 1, ortiouctifthie NOAisi 4desplayed., then it shall ble YP 61 �i 'F ia,rcied Ent i per FBC� 1�kS 20-2-94, Tesi. alidi anal"Y'sis, colm"111 ing 1xitbFBC'-20I14, Y done in, i ts� eo,tiii g if S 111 111 inStallialtiOU idi3gram of mnyl slid big glass, tlii�plol "ared 5a �� '111i '01110215,� 16: sligned and sealed, by Y KIT, dimed I 1�' alt Lvv, j� i i I () T W-., k � IN STE<,M 02N: A:izilol; li �l of"diiii, en'toe'llit"tiA, sitill ito vio.dield to die titserb I the manim6cirtuer or As distributors and Y Tesrin��,�� L131111mi: Test. Revilart No.rn, 81.548. dated, �itftieiil and (Stiblill L N1 lotice of Acceptame No. 15-12110,01, !isstwd to PGT'Infloslthes, for their Is evies I 1� chaH t* aii,ailable &I" liallif Kli'10111 P E E4.),Iov re'l't,ed cm, 101,1'04-16 mdi.)111]1�11,11 1,11 IF` li 'P.E. 11 2111, 13'' Lizurs, AISTNIE- 13:00-0, 1 .557011277W" I Irl -S'hd" GAass Door (Reinforiced) - el tpoirig off, This NOA t- ellilm: & renevm'N()Ilk:e 2 041111 101.105 land clataoilets ofldiill� I par I I Imilidewile:Pars E- 1. E-2 E-3. E4, li, lji�� I E-5 & E-6 moi,meM as doictivieur ablamile. lFlitingill III I mi'MAX, PIE, I-,hAq 1, (Ib.mudii. PZ �IkA7 F)Jlcil r!�baq lj� C�! oadoll The submided docamsamilica was rrv,iewed ti'llir Uslha,rt 1, 4',�'handal,jjj, t,E, Praduo C',illain! of i Simperviimor ProlkicrControl Unit Suveri-i�,ot Prardoe t C imintroll,Aiiiii, XGA NO, !I-621ll NON NO.. -0.10.19101 NOA NO. 11411105,11)3 C11mi Expiration Date� Expiradon Dialst i�jiiril 14,2426 Expiradoa&%tt. ExpirmidoinDaltv ��pril 141,21;105 II 1 11 Fill h I., 'I �Pprovlal nlmlltc� 1110malich 214, !0". Aopuov-mlDate,� Uarch.11,101.1 .4pprolirml if Itimm': Itimitich, 2lip", III I pato I E -3 PUT Wincirmysiand Doors, Inc, A( 1( EPTANC E, L VIDENCE SUBMITTED NOTICE OF ACCEIPYANCI,: EYIDE�NCE St" W17EL,J) f: OF A j"E"j"'IDE NC'E .2., Elvidence Sulattfirte,c], under preillious submitt 1 E, -NLA,,'TTRLkL ("'ERTUIC, ATTO-N'S (confinue'l 1� �'el%v� Evidence Subugirred 5. (),Ixanex Sgargr �'T ivith ASTNif APR Al U&MINGS 3,41 Y'Ll-IrL ASnill F 1249, %k"VTR-Pa%. AM24 D3985 I . AM 111, A. "DIL1141111"ENG11S, I tbmgh 21 of 21, prepared by, if:mflifactl uter', itlasted-1, f1,1111,16iii'l 5 and, last teNrilied on 4,121 1111210 signed ad se*dby A.1",lilim NUei,, P. E, oZ �1114iol Fo -Filim's'li. miderjureii4ous A'0--j, A,716� 15-0141"R I 6. i"'hianlex Pxr�� [),tavving 0,0 Rev B. title,41 "Virrvi Sbiding Ghss DoorMA sheetis 1 f1xrl:,ittg1li 2 1 c�f 21,,, Prepared by n=1zlictmer, d alled. 1 5 and last revzed on 0 2jO I I S,� ted aill: le I I ip eal i It X, Lynf%, Mber, P A,S'131wif F 1'1111�41'll) Fl� . ..... . El,,�s- ik'S�71'1111 D 1434 Argou Plitice-Pass, E ame ems1mg in rej) aceilient as, vallatioti 5cr:P,,,x, with flat head- Bl,�, TEST$ 'I "I 21891 1.G. Fialig', E, 51,14151 Dellii, ploint Del:elopuxxit -.20111F ih�i 18 luni, Review Assist, Inc. reports ion, 11� Air Infilt tionTest. per FIBC.'TAS 201 94 ktirtLial 1.111'�� Unifonu Static Air Pressure Test, Loadefigper FBC�� TAS 21021'-914 7� Vision, Exliusicxriis, 'Dd R�U'IEI Tyliti, I P) "Ic, -Jkik,I� I k 3 031 -13. Volunt lan- Sj�; ell: I fl k a I `oji i At 71E TEST$ "I! Pwis Review completed and approved the 2020 FBC 7th Edition il I 14ter Resistance Test Z 210124 per FBC. 1 4 for Rim ityl I y Po�ilr i Chlorit I (PV C.) :E :Il� enar "ircifiles fixr 'I im, Extaisioijil, Lid,- b, 'Ile c�jjjjpjialijco with �4: l� Large Nfissde InVau Test per FBC., TAIS 201 1 -914 I 'xter . or Proffile I ertif" c�altilll:ni I Pfol�i7,raru. �.�nlfimfiied vn,der A`0.141� All IS' Fimeitrafion]L-1 Ill 'I 040.9. 05) f"'XI. CT' I -AT '111"C"fli by Debra Anne Klahr PX2300 C'Ychc Wind Pressitre Loadat per FB(11"�', TAS% 20113-911-14 llJ'tk%Vin2S and imitzaLationdiagiata of aU PIG"T"Indostries, 111C. P I 8. Vision Extrusiorts. Lid, ot'lits listed, Doll 7911 aj3dDoivsfl,983 sihciories,� (�nbmi Ned 611$) D Q) prep, areid'byI I emitstrat lion Iiesting L aboWol Inc-, Tesl RepWs No.: 9. PVC-A.,01A iO3-13. N,*oltuvzwY fill'ir Rilegilill Chloride (PV(.1'�,I)i FTL-78197, PG1' P''Mill 51 51 Pki'(' .�� Fbiedi Ik7ind(imil� I 6,iri proposal). dated &),,03?1114 Proffles for Vision Extrusions, Lid I A.-Ull,I)k Fenestration Extehrm, Pli �,Lajmi-Dade Elliepanmill!Ics Economic MxFtlir:,ien tRER.). 1 lc�!er ifical il�i: ]111 11 FTL 10-2107.10 P113"T SG�1,11)'?'��C��ll,,A,b�'in��6�cu,,I�iii Slid,oi: i G�ssi, Door (=� 7 in pfopoW) M-20- I it I i I 107. "2,, Pf'YT CIA 170 Akfult, C)ltitimliq (1-7 (umt 8 in Ixopo wil)l FTL-20- No 18-11.1-34 tQ Fimesitranc�fi Sohittlimi 1�t`l Inc, for - 3 10"ST l TERW , CERT-IFICATK! 1� S. m I I I � i 2 1107.3, P I P Oil 71620A-AlunIf"m F�ixed Whadillim (unit, Coin proposi and F 11 - 2 0-21:07A. 1 Int e F -( I., 111ek, "Y11fri 3040 & Hght shaile (non-m1ii(4p), P),I sieiioi`ExftmsJmv-� for Nil �.,if Accqitance No., 19-03#15JY�Z isslietil'tol' i'twal Awalica, II for their I K PGT-p)AF7l620A AlummittinFixed Wimov (timit 10 ift piol �sal) dated Oil 3,120, a signed PC 11:!"firdirm amidl) ill � ion 02*4-2 1, ItIvIn iy� cz� I and seall by lidmi"Imis f"11firtlega, RE I I Aillimpts"flix'No Wif)'11,22.02 issmid to ftena Farestratiou S,ototiom. T.TS.A Inc, for 2 li:d'Acccpwillcie No, 17-08081.02 is�iiod�, tio Kurmi-A Amerill hkc., fcc their > P El ioj-,� expir-mi? Oil ��I;elllt livI]FIast, leliai, and Nllito Glass expiritig on 07;04�`23 CAL('", 1['1LlATI0lN`$' I Atichor ilyiefdicatimi Ittirtictural FBIC 0) g 1 IN oficie li��Iif,Accepitance No�. 18-11061.1,0 issl Exmisaccas Lhnited, for their"Brown and, afia4rsI ccipplying wifil I Natice of!" Aii:ll. � drltaItl� e Nil� Ii �i I 1 Alc e P 0-01111)� I ssueld to Erierig, Feuestration i ttiotill ��S,A. 1, for IF 1 1 1 i J littlet! ifiri'Liaminawl) White Rigid P'N'CE x(eitior E.xin-tul for Windows Hition (202101'�, datied 10*1212II11,121r), I I 11v*'ared, bi trlarftifalmlrefi� sigmd and seakid bir their, 1,113rotizie Filk liglill 1� cil cilillate(J], Iii'lli'llite jbgid PN*( Exterioi Extrusions fi,Hir 09`3,[Y'"14 -4--lp 0 Antbony L N. lWeT, R E GlazipicamViliesiRith 11*111dows mil;1libling im 111511, 4� Nl�illfice 1 8- 0611 is tted to Vision Extintsicrus Lihimiteld flor their serieS -11C 10007'alit 20.1ifilifl, llgliiitejl�� Sllliladeisli� ill"Noin-White) R41d C'ieflidliiti�I PIK E111011103, D QUALay I S, VR-A.N C E F, STATEMENTS Em,tisious fi�lllv Windoim 1; Aud I)oors , mp'll" I elg oia I Niifidra�-Dade Dq=tment of Regulatory and, Econotific Rr irc I Ri SCq ef� (RL 1. Statemmut letter of conforimuce to F78C 71b t20t) d,:1110d 04,"22:1,1220. issued by amuftil.,iturer, signeidand sealed by Antliony Lynn, MiHm P41,E,, U STIlk r''E"AlEEN-TS, E NIATEML, CERTIFICATIONS 2 Sliaren'timit letter cifoo, finmicial intereca and of �� l I I -, FIF Stvlrtnlittlt liette T (,"If con-foramice tc FB(:' Eldidou (2021 dated WiOli2l. issued by 1. of Accepitiatice Nlo� 19-030,;.02 ssn�d zo Kui arm%kmeilmhic. fairtheir 11 si eid ailili,�Oe ated b 1 1, �,,kuthorky L,,, anll,,Uff , P. F- ga ti�irxr� 54:1 012ld md slealled by Antlacm-,ir -Lval'i Miller, P� E. t"I't �aclear. it-. and I PA-B Glasslnterbyeis, expirmg oil 1, Pf''hirate, 1,;1be &g Al enient dil:oziumW betwmi PGT. dated and illigned b1I aill 2. Algreemezir daied �,')1'08,21 blemieen T okitistries,, Tic. and I PIG I 24'. kill"hadol Inic ililigimid by Deaft ki Rtiark-, RE,,j iw k Ea,0zeeralig" on behailf Of .1 1 1 241l:itice clif isiqued, toKum,lilly America. Inic. forth& 01i (('16i;w And "Allidife) Glaisis lini1mblilers", eq)btg on OTI04)`13 I OTHERS 3- Niatice of 18-1131016.101 ilisistred tol Ni ision Extats ions Luiditell for their- 'Il' , ' ' 'L,,� Ms NC)A, re'visels, N'llf.)MI, 17-114120.66 ...... . ....... toFBC '1010 (7`Ldidotu G"[`�E �Rs CL 11 ailaited or, If I e Rigid Pill r-lown Coated (PI E E I jj� mterior xtrusiortS 1 11, mim ig 0: 0 1 This N("A rexises ill r(will N-04�kP PLk WCGI), expir* 041" 1 +126. j forWindonli; and Difilift"15"', 3o" 1 exIll W1 w. 11 46 , I IF RIERTest propol 1419-11,55 e 2 Rie ClVrelll 3.&SOCtated PL,� C, G I fde Z 14' 10 15 0 1. expifing 04,` 14 4, Notice Gf Acceptance!l4a, 18-11 10111iiiii.1 1, Issi'mill:11 toli,'i�,,Jcliii Emmsions Liii�ted for tlieLr 0414,2211 (Z = 10 series *111000 TaIn '14) and Ughirei, sh�imc,11otlis Mgid Celhilall" ' X-C . 1. 1 P ')Qll') Exietiol Exn�tisions and eiql ! �ig 121111111" '111.1. iru I q r; I,�, 1JAIlamiq T,� Chniollim, PIL Llu'uj 1, Chma&i. FIX,, PtOdUCI (010101 Unlit LOA, Progbalict ControlUnit NOA .11;o. '1-0 1 06,0,3, NOA No, Expitaitlou Dat*�. kprit 14.201.'It Expiration Dat#�: kpril 14.2102.14 < ExpirationDamit �pKIH14,20-26 A p P ra l, al [Y'l I It L-1 F 6 9: 1 Approval Data- Nizirch U. !8111 .-�pproval Z)late� Nfarch .1;,201.1 E �6 E -6, IF -4 March 6, 2023 P A 1.4 MIAMI- XD > 0 " CasfC'retc IJs)��, C,ast,,( :rete S,11 (,ast-Crete UtS,. �LL C� (,-I_ � 118051 S%kl' ��Z6 Snlcei�, f6�ililinn 21IL8 _A im BOARDAND CODE ADMINISTRATION DINISION 3 1$ � '75 2,17,1, W 'r(786)315-259) F(796)30-2599 N10"I" I (�`E M 11,i l E N C 1�A11DEN(I., M-113MITTI.,J) I CEY"FANCE., Ell"IDENCE rlql('' JCF, jl�,,,,�C NOTICE (2EACC!EPTANCE: EVIDENCE SUBMIT"TED, := NOTICT, 01F, A(,'X'1.'E,PTAN,.C_E U) t.'asi-Crete: LISA, LLC S'll"10,111711"TED ('FNDER PkEVIOUS,APPROVAL # 12-0209-12 UNDER PI(FVIOUS APPROVAL # 14-0903.03 C) 0 16324 County Road 579 A. DRAWINGS hS'Ll�ili'P�"Ill"l""'I",'[,��"D A, DRAI�711S(JiS 0 cl Sefte:11-, Florida 3,3584 1. DrawingAlo, f-D461Z tilled '71'recaslli apul Prtrlsfri!�,Ysed I uhlil�l/ 9C10,11ills", 07CO )l 11�1/ 1. ! � l, Y J� Drailti,l)lil�� No. lihllee�i and Pt eslrcssee] 1Jaicl Ociod'S", sheel I a F`D4,612, litled "Precast and Prestressed Lintel Details sheet of D L daiedNlarch 24, 2003 lli,lihi il Lfllllilell,�?, Ifth"Id 1, jwe�r�ared 1�jli lrtzia, 1>4 lrllllillilu��, P ki'.. dolled 2-1, 20'03 and Drai,vhig No. 1', dated 01144,110.3 and Diiwi�ving IVO. LT4,612, titled "Cast -Crete 4 ", 6 12 C) CZ C) > Scot,F: 'I ('cost-Crele V& 12" sheers I b I LT4612, tided A 4 6"' dl� / 2 " 1JwelllSq1c 1,oad sh� vis I Lintel Sqfe Load'Tables ", shee ts I �hrough last reillisiondated 061121141 all a) (D 1i is NO,,,\ is being issued under the applicable rules ard ll,'Cll�hllg (110 LISC Of C(A1S4TCJ011 ,5 1 1 � 61- ParrhIll 1) Ell 24, 20:03, Iasi revision 2,li, �:.M'1)3 I'l Mrough 3' ol 3, 1)?l ?nired b il " I 'no, P_ P', chaedkfap ch 24, 2003, last 1 9 ( ITI 'I prejuired, signed and seali'lled b ll Craig, Parrinol, A E, on 0&1/1,9114, cn The documentation submitted has been revie�;lledand aiccep�ed by Watrd-Dade County RER- Product Cotrtrc�ll : i 0: 1, 1� ( tl"�'Jit'y l I revision dated Aklt%:,h� 11, 20l9l3, all si�qned t)y C l a ig Parrino, P. E., on M Section to be used in Miami Dade County anil 01fier. areas whercallowled by the,ikuthority flaving, Jurisdictk!iln C/) B, "farch 22', 20)2. 'Fhe L Test ollil"114,I)PI otAl On 11 10, 'rmcrete tinfeZv Fill edunel 161, , , B. L None. 11�6s NOA shall !not be valid after (lie expiration date stated [view. Miaml-Dadc County Product Control scli,,�il�lin (fill hlifialty'd D�:Klc andlorthe ABJ (in areas other than Mi�!nni Dadc County) reserve the right to have 0 !1,, L:,iil i1h: l'i'll slik1s, l!� fl�) conclrele Iii,tilielil spiel"i0lelitSI: llll AS711 r,529-94, prej?ared bvALppli��!�4!�i'��?eve4,t,ch,l,��,��1:1�loratoiri��,,�i��,, iYepoo,N16, 4'�,404.,of, e�leitedO4,�ill"10�103,sigtied,a?iii �C. C,ALCULATIONS Al"14, J�qges 14_2 0, Liodels, daled 081l`19/4 3 t1flis prcliduct l rnaterial tested for quality assurance purposi;:s, 1,1 thk fi��()()LlCt Or' material fails to perform in the Qlakd h v r'hristrq0e?-,4 Ilomon. 1:1 Ell accepted manner, title ilill,1101 incur flieexpense l uch testing and the All'i rria,,y irnmedintd,y revo�le, prej)ared by Craig Parrino, RE, .0 ied tindseak(I lt)ll 11aerlirvl,' 11� fil". �97 moli (w, suspetul the, use! l�)f s�lch� prciduct or rn��ilerial Nvitbin theirjurisidiction, RFR resorves', the r`ight to revclke fliis aciceptancc�, �J 4 is, determirl by Nfinini-I)ade County Flrl''I,duct Cowrcd Section that this product ot, tnateirial faik, totreet the recluirenjentS tj,�e Ile [�JLjjdjlriguodc. C. CALCULATIONS 1. daledt)5129�111Z'3, IR 'I A ill"0110, 1, 1" Airrmc), P.K il Q 11 l 4N D. QUALITV ASSURANCE. I B Xfielln i.l)aetv C ounn, tiraelx, clated,05/291031, NO oge,ill, 2. ."a P 1� IMATERIAL CERTIFICATIONS This product is approved as described horein, and has hicen desigacd -��) coinpily, Nvith the 1-figh Vcicl,city 11lurdeane P� E, 1, si oreelaod lileakd by Criefig Parrino, RE. 1�'. MA ElUAL k" K' 6l 1, Zone of the Florida Building Code, DESCRIPTION: ( Cast -Crete, ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintel all 1. None. 'Nil F. OTHER APPROVAL DOCUMENT: Drawing No. F"D4612, titled "Precast and Prestressed Litnd Details", sheet I af 1, "i!z"ll rlii,rli�, 111 iirl� 'h i � l �, Nlil Ic I'Mcav 1, intels re �,,iye:N,l on J�Ilq I, F. OTHER 1. Letter l ("ast-Cril [43A, Inc., dated 08,11912014, signed and vealed b)" z prepared b l� Craig Parritio, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4". 6" & 12" .3 2002 L Letterfirton Can-("relle Corj?l��u-llzliolll dcaled 03, 2012, Ognedand sealed parrino. P fi".' ("et�tffyiolig,(�(.�itiptionee with the Florida Building Codel, 2014&h�ion� Lintel Safel Unid "I'ables", sheets; I thro,i!lgh 3 of repared b Craig Parrino, P.E., dated March 24, 20,03, last p 2. Cast-t'"'ill l:,,sseci Prodtilcis 2002. 13 b1l), Craig Parrino, 111", cenli lir with the hl(n �Wilding Codl 2010 reviskm dated June 12, 2()M, all sigr�e(landsealed t�,�y Craig � arrino, P.E.,,on Jarl 22, 20 19, al�l blearing the p Nfil�11alli-I)adc Cclil,ullt5l� flrocjucl� onlroli Ke,vision Aarn p with the'Notice of A,ccei ta[ICC 11 Win her and the expiration P 2. FVll DE"NCE Sl 1IMFITED, (iNDER, 1IRLN11H) iJ S ,!0P ROVAL 4 08-0320.09 ig EditiONIL ED 6. .1KV1DE,'N(.E SUBMIY'r UNDER PRE VIOUS APPROVkL # 17-0821.18 1,, A,., )RANNIN("S date by the Nil iiiin i-, 1)ade (']oknit Prochwt Corn o' S i lecit oil. A. DRAWINGS SUBMIM,D UNDER, PREVIOUS APPROVAL It 13-0321.107 MISSILE IMPACT 1L%T-1N(";: 1. Draming No, F'D.1612, titled Yrec!asl and Lintel Delaill sheel 1 0, Ill h � Craig Parrino AK, di!aeel Jkfareh 2,111, 20()3 i!ll Draillil,inigNo. L714612, fided AA K 'j, k",,.s,rs LABELING: Each lintel shafl� bear permanent lab,0 nairte cir logo �iultd the Mimvii-Dade prepared County logo. RENEWAL of this NOA shall be considered aftera rcrcl�illilal application has been ttled and there has bten reC -Crele 4 ", 6 12 " 1� ititcl �Ya/e 1,o4 al I �thhl,,� ", sheilills, I throulgh 3 o,),f 3, pirelpared Iq ast i Craig Parrino, RE.1, dollle&iltfarch 24, 20,03, hl revisionl dolnild ll 11�irtl 111, 20081� ZS1111111 I S, 1, None. no C. CALCULATIONS change in the applicable building code negatively affectin the pertbrilluince of this product. B. '17ESTS 1. None. TERmiNATION of this N,OA will occur after the expiration date or, ifthere has, been a revision orchange in the niaterials,:,, use, tuid/or manufacture l�llftbe producl or process,, Misuse of this NO,A as an endorsement ofany 1. None. D. QUALITY ASSURANCE I 3 1 1 , (�7. Cl 1,A]" ON ill orany other purposes shall autornatically terminate this NOA, Failure to comply with pn,)duct, for mles, adverfishig l is 1. B i Afiami-Dade Cclun�),, �Dejwnwnepw of'Regulatoplly andEconel Resources (RE&, J be caxse fbirtermination and l val ot'N( , )A. Dll QUALITY ASS URANC1 ill", Afiami-Diade Counirl De1wronapa Econoinic Resourcvs "E. MATERIAL ('111TWICATIONS lbe NGA RAUnbel' precietledby the ill,lillicirds i%4ianJ-[)ade Courl ll�lorida. an(l followed by 1� B)�, oj"Reglldalorvand (RER), the expiration date l be l le'd in �idvlcrlkJii�,g [keratUre,, If any portion oftheNO,14 is displayed, then it shall be ilonct in it,* enfircl��,,, E NIAT[l� 11% 0,111ER INSPEcrilON; ik copy ofthis entire M , )A s1hith be: w lhe ascr 1)]Illl the manufticlurer i�x- 41 dist6hultors an�li (7flomplia,plocel Letter itlith 11te fiYorida Building Code, 2("17 Eilition, iss,2,iiil�lil h li C, shall be availablel"(w lrispection at thejc&lsilc at the of the I.htilding (")ifficial. L None. -elle I 'IS' 4:, "1 ned sealed ky aig RE, IWl, dared'08,408,117, sl� l NOA revises NOA # 194) 130.14 and con,sists of Ill age 1, em.11 ide lice: sublinitteld pages Ii., 1, 1]1, 1,!114 and P as wel'l l:lis approval document mentioned above., _4 "�Zl�l J, l 1110 V4 I ill Makar, II.E., M.& subrrl docurnentation was reviewed by Helm A. M.S. Y Pro6'tlld Conficill SectiliClo Sliallw visor c lin lV roi� oct C. ontrol Section Supervisor A,, Makar, 1-IJEl, M.S. Product ControlStotion Supervisor / "I " I I NOA Nol, 20063R 11 5 NTY J It- Expiration Date- NUXA No. 20-016,30J.5 VApiration'llalle, 0�.) 11 l NOA NI(�il,l, 2410-01630.15 NOA No� 20-0630.15 .0 OW1 1/l 111, 112 FNi)ir:0ic,n Ooe� 09,111/2023 - 09/11,12023, Expiration Date, Zl to Apprallilisd Date: 08/20/2020 Apliroval fhflc� 0/20,l`21120 1"laW A pproval Date: 08/2012020 Page I E - El - 31 Cast-CricteUSA, LLC Cast -Crete 1*iSA, LLC BIDENCE SUBMITTED NOTICEOF ACCEPTANCE: EVIDENC SUBMI" '17, E I I D 7. EVIDENCE APPR(")VAL 184,1424.04 9. Nill��,N��ll''171"%�l"11),�E�N�(,"F,,Sl�li�Ni'll"t"I" �fl A. DRAWINGS A. 9 kl,k N�l` I N G Sl I � ivone� 1. None. 8. TESTS 13. TESTS il, Notre, 1. Alone. IC. C,AJAIA hL.lil ONIS C' ("I A 11 IC I , I �, 11VIJONS APR 0' 1). QUA1,11"Y ASS1J'R,1kN( E 0 Ol D. QI(Jillk,11.1111' k'SSURANCE B ("ouno" q/ Rggzll11l!#lio- 1, and ll'czntomic Resepurc es (REA) 1. B11, Coilfi,lil elil" li,, and Economic, Res4..)urf!4,,, RP-6111 sist, 111c. Ell E. MATERIAL CERXIFICATiONS E. MATERIAL EllitT1111K -ZliI]ONS virwz4 'Jed alld appil 11 iVonel, 1. None� cam�tetijd on C. Ace Will, jl�le 2020 FBC 7th Edition (D I., Coisij�liaol Letter with the Florida Ruilding iCode, 201 7.bfilion, issued l6l Cast- V. OTHER lio, t npliance'lletter with,thefi'lorida Building, 7ode, �7 Effialil i issuet I b,�,il Cast- ol crtlite 1,1111SA, ln(%, dated 08,11108/17 signed & sealed by C.raig Parrino. A E� "l I l"SA, Ou!. clated t4iRli"08,77. signed & sealed Porr,l P. h'' S. EVIDENCE SUBNUTTED UNDER PREVJOt)8 ji-kPPROVAL # 19-0130.14 lllll!�itler slillih l P'loridaBuilding Code, 202(), h'iiiholn, issziedi�olil > ill Ditik NNI I Ni G", S ,Ipl-eall ElIX4, ll i, iliciteil signed sealed b v ("l Porriiiin�lil, 1.!"l p�,, 0 S till %l rcicasi and 11,esiresse,d Linlel Berail " sheell I of Parl'-snoll, > prepared,b), ("'rialig FE, eh!rlled Xforch 24, 2003 (vidDi-mvil IU, 1,74612, tilled "re, C 40'"', 6" 2 m(ellISll1fl, Lowi Tabiles, ", sheets I A00*411L througli 3 3, prepiarll?d b111, dined,114arch 24,2003, ll 1-evision thitedJune 12, 20141 oll sil''ped allIdNeWled, 1� Craig parrinc), P. l"', an Jujillory 22, 2019� 1 1 rpSTS 1 C. J\11onle, 1). QtlAIIATY )kSS(J,RANC'E Co")zOnAll, 11hplaronent ol and tkxnoomic Rescito-ciels (RERI�,, E. MA111 14, IAL CE' R"I'll ill 11,,) N Sl F. OTHER 1. Article, a, name cl,locnige, 6 Uj l"114.1c)my A. Makar, [I.E., AS. A. MaUm IIJ INI S, Product Control Section Supervisor Product Coal i SectionSupervisor, LLM Z __j N(')A,No. 20-106,10-15 N0A No� 20.0630,15 Expiration 1)aki� 01911112013 Alqn-oval Dote: 08j"201211020 __j n SHEET NO. March 6, 2023 PA 1.5 0�= ,4 .. ........ . I . I . ...... . ........ """ . . . . .... ........... . ........ I . . . . ... :��,.��Z:.-_Z� ...... "i,ill :.'Z��"` "I" li'll", I . ........ �'�'�'�'��-��i��""I'll",,��i� iii'1111111:�Iir it ill"Ait 1c;F�Psini, I I.. : .1,; ,Oe� . . .... � ..... -.1"............. ........ ... ....... __.. .... ..__ ..... . ...... . ... � ...... .._., __1� � TILLIFTTESTIVI 64 lt"-,'MGIiUEr-RiIIN!113 J1,0110PANY - - - WAII Tli,� A. nUn-_,' ; FE_,__'___ ' '"__'___ """" ATIVY"'! � I I � 11 III �p I PRO,DUCTf.VA,LU,ATi[Q-N.-R,r;]P.()�RLT REPOR7 NO.� 20472&01 01,0111, E: � sElly pEi,!1lP)21r) PRODUC ,T CA TEGORY: ERIPBRIP PRODUCT SUB -CATEGORY: Storm Paoss PRODUCT NAME: 20, GAGE GALVANIZED III Eil SIFIrilists! N111lipli S]'' MANUFACTURlik faitfillal-PLOW0,110p, NIlfAdktst5LL,C:, 4800 S,W. 61 Mrarat DW% PlondaXIM4 1, PtJ.RP'Q$E PF EVAILUATIOW TNs 4 a Filmduo Emlupflioo Report issued by Walter A. T11111% Jr., II (Systern ID P I GOO; kj Rin GQbW PiraWatior Products, ULII Rule Chaptar Nio. el 0 20 �1, M let hod I 0 of-th a FMIN da Depla Mment of Business and PrialWassional Raguilation, . This product is bapril issrf,Crij tin Evaluation Report as dissarilsed herein, and has , toNin vadliped for cornpiflantno In, accordern-Ine With the 2020 Seventh Edition of the Florida Building Code, and to verify that ;the product is for the purpose intended Of licrast equivallent tin that requinadby the Oracle "In Pmhd Eaurnbarr Repindshad be oihfai�rt lcl, rovirriiiii, andl revisiorr !Ill lnese of a I&MOV Coo &ONO mat mq affed b wNhownsaw candmens 2-EVIDIMCI *.UVMUTEV� 2,1911ORVU-F-MUATION f)�C��l��,!k�,�MENI'(P-,C-�Mi�-, Drawing No. 20-176, filled "20 GAGE GALVA�NZED STEEL STORM PANEL", ahearts I Tru2illof 26 prepared by, THWcaq In, sWned and snaled bylMailt A Tillit, JrI,,!RE.; dated 07/28/2020. This drawing Is an Integral part �J 11FIlri Evaluation Report. I ollill Or 111111111j, Ill� I Jr n''P" � � , I f'i I P0 � S", � ., - 4 P'S" ,� . ��, 1-1 , "A . � I . , �r. in, I , V , ,��r� I ,:o ,� � -11 � � �' 1111 "i ,::_, W 4 1 . - 4 � NO 4416 r? '�, - , 1� , � I �-:Pe'! , . � I , ,4r�.,�,400_ , , ** I I �l* ` * . - -�. r '/� 01 ' ---- l�,r. " I . �, 19-. I ., .. 1'13. ,C� ,1,0� .,�S, 4, �L�I,I� OP � �<, I , k � �".. '. L F , .� �N, F,N 61.5�iN,,A�,!16dlstm,et�,Suil:c,l�OI,IN4�,�isT�i,,Yi(�ridaLl!��66-Phoifti�,-,�(3(��5)871-153��o-"�*n'��"(!��(�,�,,)�g-o��i�O�t �!�-��O,��LIC�3L�'l�A,LUA�l�IKXLI�IM*tX-NLIL,.Alf)--,t "'U 2 2jjmsr RoplowifI ImMe MMWM frawd and fatigue knisill tests vOloat, peribarroad undet''PiPlIstocols TAS 201, 2,13 as per sectlin W26 of I Qdda Ekuddrrg r3lrXpe- ;,,411fillo"rill PflaOc loadirl as pw TAS 202 PmWool Tent mparls pospaed bylHunricarts EWTmsr1ng,& Testing, fnc:,, Reporlts,fif filf3-51J59 dated OrEll"OnGiUlfrElty, 096.67`0 daisild QN1111(3111,191ki 496-T30 dated ('11020i fQfIt:t, aill three t0girsod: And Preatord byr Rector Nik, deffiver, RE,, Flarlastratill Tilisi LairnlIratory, firoc� reparts # 2032 irlatirrifIl 04j"IfIf"JEJE)PEII Bad #206 &Md MMU1998 villtraossed by GIRRid Dianniond" IN E and lRopPillin, Jilin OVOI daIled MmOr 4,2009, signodl add saafed by E<iorundo Lugano r& 1, I , RE aW HWY Hattelinn, RE rell Wst report I,,k). 9CM-197 byOC Metallurgical. lrl dallisid Mairli N, O111"Iff'All signeorkailrosoalled by Frank Gnal RE, 12,,a, $fPIP1JCT0RAL 5IqGJN(zk�fVJ1p-`� ir,ALCII, TIONS, Did 21(il GagoGalvanized SN151 Sterna Panel for maxiinnum paroi fongthv:a� fJPC:,0Ejn ONO hod, as welike mandmurp awhor apwhg ow design whad Wed and pwN howith based on national and cornplairatilve, ansiysis,and flu accordanclowIth suctforr I Ell 0 of the, Handle Building Cudie CalcOations prepared by TiIW,o, Inc., d Mad "AMMS lom"MM21i 6, faignardairdsoated III so all'for A, MOR, ,,Jr., 'P 1---, `LRHUILE, RAPAJ21, R,E:St$,TAPhilCF,; , LaMs mk= ornpaw under secom 1026 A Owl Fho; We iffolding Goolia, as ymP T'AS 201 Prelocol, 4, MND LOADS RMSI"MJI_C.E��,' 20 Gage Galvanized ,v-J(!i:,l4 'Su)rfl) Pelson has bip,�ell�-�,�ii,li��ii-�ll�i��,f to siLiistils�rivalrrid pressure& Masimum parreHangth shal be as, indicarbardoin sherits 611 I tifl, 15, 16, 19, 25 arl oll'26off"TOdUct Evaosifloirr Docurnforit lF11.0.), dralierifillf, fjer� 20-174. Maximum Anchor $pachrig shaN be salmAwwrl on allodis SA ,A; I ��, It 11 1r, tl 19, 20 2E and 20 02M of PmdwA EmWoun0mimmiq O13jtr�jl drs*4rig No. 20-1716� P% 10TALLATION' lradaOfMlifin shall fle periormeo ,shPl,,Uq lr-4 accordOnce will, ofnails, indicsfil.IP3 i shrraI ifiriiii 71, lCi Orou!20, 23,24,and 26 oil 26, cif PrOdUCt rV8h,18ti0n Doculirrarit (4110a cholw1hrg spin, 2D,176, flihniOrl qi,paraticliq to g�qss shall be an; �ii'idk,,iitik)eil��!n!!�,h"��s�,E�,, M, 16, 25 and 26 of 26, of Prodn! Evahation Document 0,1.E,D,)1, dirlowiliv prilta-ZO-176, 11" I . ,�,l�,.�%I�",., �, L ,C� F, V It WWI A I; cy . 1, % ,!�_: �AErI11J1Ir1P1P Or- ,0 ,, ===I CO2NO ,Iii I I 67 '.. . III, L,:W � P! I I 1� , � 111, I I 11 , �, Ck � ir I I 1111i 11. , x � , ��_ �!� .4�1 ��,_ I ��,!,�I piF . Q ... �" 1=.�IK__,,�V, ,% qj. QNs "api . I 0, � 1�11w, I On 11-1- Alk " "I", <615'111"E�I b Q V 5, 0 III "I'��,�i��i�iiiiiiiiii,i�l��,�!l�:P falial"CrEN."SAIMS.-Juxall "1C__2kTUiW j CWATIERIA� .C.H.ARAMR11i AND SPEMEMAEORK- Shall bq,. shictly in acwidancc M1 Gamim! Notes and Components �rrdlclaaod ori , Owal I 2 aM 25d 26, I Product Evaluation Docuotien� (PI, E.0 ), drawing No.410,,�l7�l�,,�ll,r)c,�)or,,;pec,r[fir,,,ItionE, shall he as imilcoled on 000M t Veml 21 of: 21 A Pmdi Esilluci Llociument (li drawing Pilo. 20-1, �Ie, 7. LIMITATIONS.AND WNDIT101INNS OF li 71, Shou No WndRy Inn ox-riPlial wO Ow wal how No. h 8 Vnil I irdicatfal or shad 1 of 20, OA WO 06 Glowral *Ooa 9 I thru �4 and I I thrin pfl, ridlicaNsl an sheet 21 cf2s of Product IS-IsIlfLation Donument (P E-0I.), drawing No. 20-176 prepared tiff TpRiarrai, Nri and signed land sealed by Walter A.714110i RIE. 7Z Pwi may be isnJaWd WMN MGH VEELOPTY HURRICANE ZONES as drafnirnJ fin stocbol'1162(.,�, of Ire Hooda FAilding Code� 7& Pm&W aWN on# be Metallad MW polarvirl umcnalle, wri bWcK and maw for me Structures Pru&ct Evialuabon Rmport piel,,,Parerf Or 4altro, A Tilillit, Jr., RE, (Florida License No, 44167), Pre,siden:t of Tilill U)c, ifloridis IEA-0:106719)p ,,,�tll1IUl1r0h,r," �N', ,",4III, TiI4 'N 0, ��,� .:., � Q011W � ly"� . . ,_ ,�, .. C'EA"' � 0. If Ix lxxv�,-., \�t 0e, - . . � I � z -1 . � �,��!��,��:,I!Ililli.�.�,,��!!�!,��!7*.._ i 44167 ': a 'r 'k 1 - '*F - 4"� - ��:,* i . : _1:�� '��, I A* Twev in, i lw;t - L - Kin - ; � "I W 1- - 1, 1 r<, . . ".. , , F. , ,�,,,,' III '' I .1 �, . P , � " ,,,4�ll;�,,�"']'%P, "o , on, P 10. I", Will 'rr�C',�,)AI��,�0i,r)#��ig�',';C�P,Cl%�,P,f�,. FICRACIR7 �O��r.iLOAALPROTLf,:TH,��QPNnIO�.�C,:�["S,��1,900AUS �"oR�Y!94��',�IIZEQ'$'f"'EEL!Ei,ll.�PA��rl�l�i��EL'�C��!�,Yq�l4�(�1?6�,fiE�PORT#2D47'28,011 ,,,,� " �I��.�,� .... ��,,��,,,,,,�,��,��,,�I'll�'ll"�',,�I.",�'ll'Il"�,�Ill""I ... 1111"11""""Ill�,�,,'�",'��', , ", 11111 , , ,e! / I I k,.'(��;��l��,��,��IlI 11, !��l , !��,:. I �, I �!�A� 111"ItAT12iiiiiii ....... il. MERWRIZ ... �'C'OMPAN'll�ll" -1 . . .... ... ___ . --------- - I � _.._.1__...__ Ali LTER A TILT-11 � JUL, P E j PAQf= 1. RM .EVALIVAIJAINJAU KAHI�U' P L,.�,PP, L_w.,!PF, ;,�,,, r r, R&IORT NO.: 20-0727.02 OATE� July 27,2020I PRorpil CATUC;CIRY Shutter's r-IR(��,�l.�l.�'�'SUB-C�4''�'EGORY: Storm Parrels PRODUCT NAME 2�4 GAGE GALVANIZED STEIE L STORM PANEL INIANUFACTUREW Q110tiflitj FtCAKfiQ"WdUNN1L, L,LLC 4800 S.W. 51 Street Olows Flaride 33314 III, FWRIP011SE QF E)VIALVATIM 104 I a Pm&d Ewduaboin Record Onalialsid,by Walter A. Tillit, Jr.:, P.E. (Systern I D 0 1900) to the 641M PraftelatIbrin Pfroducts, LLC, Rulle Chapter No,, 61 0253, Method 10 rad tire Filhaddis DepnAmarrint of Bushroass and Professional RogfuNUan *01 plivikin 3 NAM issi an EmPkaBon FlepUnd as dwindUad No ow and has been verfied, for pornpliancror !in ar;rrairdainfoo with III 2102%) 1,3everi E.ilbdors 04 the Florida Building Code, msd hadol MeMus po&ct Is for the purpose Intended at least fquivalenif to that requiiiierf by the O',rilds, Rd Protfud EnUlAori Repull shall be subpar In renown and reAshn In case of a Builking Code rd'angethat nraiii, affed we �irnlilafirrrv,i arld 1"'rIndillors, 2-EVIDIEN-C-E-6~1i � 21� PRQPVC�T_ LUATIP03N 111CUME T�P,CIID.)� Drawing No, 20-1751, I "24 GAGE GALVA,NiIZED STEER. OLION10 I"J'��,�1,41�.'L"I, sheale 1 Tru 15 of 18 prepared, by Tilteco, km� afforfod rLIIIIIJ Iledliej 11oll'1111ijill al 11 fler , I . THIT A P.Q dated 07l`27=211 This. drawing is an integ , VIIPE�Okll Evalusiffiern Report. I 1�,zt' Pl� 11 Ell I,' so 1 , , �,,�,, 'a, .,; I- ,, I ....... ,,, , /.10P I Eh B44 1�% I's " � , V , I Ole , � I , , ---- �,�-,-t'F 0� , F 7 l : � �,Ei:, � �!I 11 i �, A S � �,11!11 : * :: * �; � �, Ii 11 � � W, K 5 h V by Z J, o , , �,, F QQq 'k, 11, I I, 1, ,n' Qnmr � Own- B,§I� � .1 �11 "e " , Q � �, � � '' Ir� , L 0 , KIM NA! 3&h Suram, &AWN15judarl riorIPJa 33 Ile:; - Phol (305) 871- 1. A(,3b*q1-li . ffiOP-LIkj--Aa.'ALLAIL("ZA!�;R-T�N.0,�-2�k�M�'�'��Oi��r E 2.2. Tf$T REPIONRUMS; LaMe nrl 4*ad Mad Mob were patkorl mdor SWIED 1249 orlandera as per section 160f) 1.2 of the FleMs BWWq CaK UWArn oWW Awls as per Section"OR111perASTME-330 Tiuotropc,rts��rkpi,a�i�d�y,y�Au��e�ii�c�,��.�,��ITOB,tli�l�� UbdSmMFIMa,Rapod#081,4,014j,lglate�10,,$Ill!dlrl"jl2�w�tnes,q-e�dt!�ii��hil�ii�arn R. Mahiner, R.E., 8i Moroz, RE and Henry, Hollers, P.E. and Report li 0219.01-09, dated Febrii 25, 2009, Signed Ono silisafrad by, EfIrnuirda Largaesparda, RE, and Henry Hattern, RE, Large miroalle import and cyclic � leadings. On Pir,'Aocois TAS 201 8� 203 as per section 10091.2 of ?No Fbvidz,� Sufldfng Code Test Report prepared ty Arnerican Tiod1frig Lah 0 Soi,sh rni� id,,.1I Report No. 1123,01AICE dated Noverritan-23,2010. sicnord andscallard by,kAllic, E Gonzal P.E. Tarl Nab repart NNo, 9CM-198 by OC Pirsetallurgicall, inn, cated March,111, ?000, signed and sealed by Frank Gralle, F1 E, as per AS711 E-B and Knew; led as per QC Moww"cal Report, No. I 0K.M-1i 318, dated Derromber 1, 201 Of signf id and seWed by Jerry Jaclefewrio, RE. as per ASTM E-8 23, STRIUCTURAL ENGINEERIN ,L.CMLAT S, a�CA K)N -, Onn 24 Gage Galwanked Stoup Storm Forld I for maxinsurn pjainel longtf-civa dasign , Wind We? as WWI as maximum anAor spoicing vs. dos�iprr wind load arld panal W 911) waved on national and comparaflve analysN, and in accordance with awbon 1604 of Hw Florida Willichng Goa AWLilationa; preored 4 111fleco, 11 I ril , illatired 12� 1 Sill 0 and OW27113 (for thJs revision), signed and sealed by Walter A, 1`1111114, Jr., RE 3, �PAIS$ILE.11-W-A.CT-R.F--Sl$TAN.CE� Larple nosabe �nrsact urdor scidkan 161i of the Florida Building Code, cis per SSTIP 12-09 5striclard and PAS 201. 4, MWILOIlAl REMIANCE; 24 Gage GaWwWed Steel Morim Panel loss been verified to sustalin Wind prolo:1,31'195, Nol OX if man barrel lernigth sha I I be as Ind icated on she ets 3, 9, I OT I 1, 12 and 17 of 18 of PnxWct IEV�gillii,j,,iitil:c�,,nDo,r,ur7�eTit (P.E.D.), drawing No. 20-175- NtxMwniAnakiSpadngshall!�t�pe,�i,s�indicateldn�in:shoet&5,,9,10,11zlOthrul6 and 18 o"EjAProduct Evalumhon Document IREID.), drawing No. 21175. bl-Rage GaNalked ShalStorril PAnel has head verified for code compliance to wo6il ,)a a Priulf-porours storm skoseer assambly, as ,par SSTD 12-99 Standard. FIFO, IIIIIIIIIII11fil", PPIP�,�`,��;� k Till A;�)., �, I., � ". �� % � � k"%P,�l''Ir `.-,o� ". � , � .jtr�,Pe, ' .t , ,,,, P� I � � ��ll:!::::::::::::::��;��!��!��:��-I 71-1 Q " � - " '. i ,' O�101, 1,16, �I I- . , I - I 1*1 !! k 1 I'-�. � I '. .* l�I � F r 5 a', ONE M ,� . I I I . . N, � all E ,,,,�Is ,:� 6P ,, ni "'i $� C, "'I"i, I ill. li, If IOI 'I , ,, el�. , I , � ,,,, I 10� � bir , I I - ,\�� B" ' "*`,��I�1�1111iirjp�ih '��"'_�'%�F �!K�WS�Ll-t��!,�4�IL,M.ONR�!:��"(,��RI: Nr(L_1111+71r,fll� 15.,, INSTAUATIQN, JnspalWton shad be p0ormed strIcIly A airz*,rdance'rPith deloils indicated or ahwaW 3 brim 1 12 thru 10 of 18, of Product Evaluation Document (P&M), drawlifirill Non 2505, Mlinimurn separrattion to glagrashall be as indicated on SMOS I ON 1 14, M I 0 and I 8 oll 9� of Produii:r�� EivalLiatiOn Diocurrent (RED4 draWng Na. 20-05. C� MATERIAL 0HARACTERWICS AND-SPECIFIGATIONSi; Shall be st0f 11r, sclaydrari wilth Geneiral !Notes and Components indicated or) dronall I al 2 0 1 1 0 PmUc� Evaltiedion Documaro (P,E, D,), drawling No, 20-175. A nchor spellificalions she" be es hindicated an shoot I of I 8, of Product Endualliort Document: (P ED), drawl No. 20475, 7. UNHAVOINS ANOTONDUMNS OFAIM, Z I Shall be alrbi !in oranpOirorrne Undl Gersaird Noters Into 1, 8, t!hru 141, Indicated on sheet 1 Off IS d Proluct Evetiation Doruirsioni D �fndrawlft NO, 20-1 TS PVPmd 4aMwn Ina and silynarialod areakad by Walter A. Tillit, Jr, P E 7.2. Produal shall not he kistowled willhiti HIGH VEL0CW( WIRMCAl ZWI As defined an section 10I of the: Foll Builidirl Code, 73. Produd 9NA onty be lindaked Into IJUIL111,11ad IlIonarrabo, olo, s:,rotla tilock, and wand frame structures. Product EaNation Repol pahamidKIN WaW A 1111% jo RE TW&W Ucenni No. 44167), Prosirtent of FaNcin, hinc (Rcinklar CA-OD01(5719)� Wkn[A. V'� to. T III AMON RECORPS i P, E, REPORY :2 W1.11AIIAZED STEEL STORIM POIEL � DRYPIG 4,20-1751 11 - � I _ _ � . n, . . , ____ � � _ _ . _. . -.". " � , , ,''. � . .. � - __ , � ___ '', , , � - - __ ----�,��-,---.�..�--l'.--�.11.111---....'�-,��. . 1-11 �, 1, "I I., I.- 1-1.1.1.111 1.11 ',,,,, �11�11I,111 I i - � I . � "I I I � 11 ",_ ___ , .I-,--- r r 1-1 n ----,�,,�,��-�111.111.�,�"--.".,� --- �11 .... I� ... �.,-,-.-,.'""',.,"..","",""�'ll'I .1 � �11.11,111,11�.�.I..Illl.,.''�.��-�l--. ,__� I- I � - - __ - .1 � - . . n n .. I - _. . �.,--,-,��--,�--l��.�-..,-�1.11�-.---�1.11-.,�.11,1111,� .... , ......... . .... ''I 1, I CQKIFIO)�R�'N�M_ FOR REGULAR il ALSAEUX.F0181AAAMILS � iNNzE6_=E5: ir"J'JI 11r; Al I IPKE�`,,�� r��j OV Ri C IN.'RII PA14 [5� U��C,.O �W UE� o �11�lrj W� I i Il,-� , � i, I � W MI. 3M. 11,11 OAK IN,, � I ' 4I00140 OF III rhi/Hlli, 211POPPI'lo�I1, Sn"Ili'llip, FIVIPPIP''Ificil, . 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I-- 0- OI -.11 L 3 - -- - 3 = - �111 . 44167 -, 1 FLOI BUILDiNG CODE (Hlql� VNI HuFrICQne I flXPF OMTAW Al tHfiCATIM oN`"T='kN %P4MtU fM ED t M, Y� ININKIATIED ON " Now io� -&-_ -04 -3 --- � 3 in - � . -. * ., w = flZinni -4.TtM, W - Zone) !r,� REDUCE ANCHOR liffill BY wu0FoLyIF4cl%PKI:,v4 WN" o4 scNePI Amm trA "a mril III - S k , . E -$% STATE -- .:,Qz Z 20 GAGE CALVANIZED �TEEL STORM PANEL L " - r r IN 14 f0k wei le'ril PIR, I'lies . , fi,a. m I , S,O,,-, -�-ii6- . 4 -> - ' - -- - — N1,IIIII I *KAATI TP ill ft,iII3,11i R1PThsQ SKACAK� OPFIIA,04t, Lr,%' FACT[* 5.1,1 .X I Ill- I I I r-- - I. �*- /I -,, P� -, 0- . - 11LIECO.mi ",,,',,�� V \ GLIBAL PROITECTION PRODUCTS, LLC. I Ill LIS3 ll,001 Will III.C.?, WONI I Qu 146 I 12'�. I. I ��;� , , NOW a Ill, !I I FTe 0 "i - "" 11" - "I"I'll" . � � I I .. 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I � - � - - - - . . - - . - I - - - - -- I., - 1 , - Z WIt; li;Or-W PAAIN ItHinjIffni nIll III PF�Qll� T FII,NUtI Iti,KOWENT (P I C� j IUI Or,II, VtIZI FOR CnMPLAW-r lN R I� MINIMUM EMBEDMENT OF Till ANCil 4`Ir, -A!�ZLAI r1i ID Nit PANCLUATE PLUS IATO CONCRETE ACCORI(thi WIT11 T'4[ 2*201 �7% LJDMOFI� I.4 K. FLORIDA BURLIAN't, COX ailol-w SK-11 alf I 1,4 - 04l WHO Ltal �11.filn I i t1l I I "FilliCtl AS PER SFICION Till OF THE ABOW, URAFIDNED OCI a Z� UINANum M, mmix C; Illi A 7/6' CAO-tIt Aril ,PHALIL� K 15, ?/a' Int%t colicajit FOR A 0190 �qltco At', Rul"IFIC.1) PPI Rlq. ,Jlfill�,&ICI04 "Ill IHItlf Sku"CIRS Ill OV NNE11101,1190 AND NO EMSEDMW 01110 ANY FINIaN MA71PIl "Atli OE PEIVIA11FTI, Fal A UNAEi;riC*ALav FACIOR K6-1245 USINO NICE: T.- I a full snintU. Nol txu'�D THE NfAxpyou rAsON t/4" 1N'f0 ST SlOcINALI, fjo"I". W.,Ij) DIA11 4! ,,N�, ':f�,�::I:�,��ll,:I�il,l,,r,r�p�p ANT rutIVII MATTRIANI EllIll ni Oil Plint"Jil RATTINI janl�ja�jjdjinnjoi n��N %I�JjrnE Ra fe .16, �Iki;AI �/e i AJJIOC�li 114 Eli r,rI ornill V lifilt QQ14 C(1411:11RII LILINUATE LESION 1401101 11IDAIDS OMMki FaR I �-Ila L10.1i, BE P;n'�� taittili 1�) �11!1'l� IiIII[ra INI 1, ' ! I �IAAIDS Iff MiJkliffin,"FiffINCI Mal BY 0 i III pROETINT To I 63)i Iiii cASE THAT PRIEClarf STIONE, OR Pffec,insil c"InNi Ni all FOUNEI Cad! IiA� l V119. %'Fill - TO LOWPARE 411ISL W/ Mil <INALin X3101 NITS'llInIMIT 9i a41nniaTED ON SHEILIS Jilt A 126L AMPHORS SHALL ME LOW ENINDUCH 10 000H Tlli� MAN S111RIIIIII'll[All� BEHIND SnLJI tlltllil.L� III'dr�'Kftll�il: WLL BE AS IFERTMAW IN 91) AIND Na ib.2). IN ORDER TV, 'FIEFOIN 111147 COMVIOIIII�IITS AND Abil PI1 I1115 PC M AS 4,"TW III 1�clt ""i tDOEVXTI, 6, 3�s itifimck5l: IN ALLOWABLE STAlLIS FOR ill LOADS WAS No. "ISEO, IN THEIR AI,Af.'51i ;AI!i,1i.NI`Aa nl-IIT�Ihl�, Iii INFIXXI Hit,, All DETERMINED IN ACCORDANCE WITH N 0 5, W5 IC) APINGINOWS SFAl BE �Wtol MILOUNING A,L OF THE RECOmaEnTO�r0NS AMC, SPU,,nTj,,Arlla,fS CF TK ajqj>jrtc,� STtli PANEL'S AOECQACY FOR 010ill AND PATICUE RMSTANI t4i 91ZEN VCRIVEI) IN ANX1RCAI<k fil $ECTICNI 162F rr L4A,NJ,�WAC::TLACJ?. Tmk Aw.)VE WN'nghl CODE AS PER qNESTZIATION TESTIol LABORATORY, #47 REPORT ) 2W24 AS IFATTOCI�I�h, 106-2�1,! I � 5w,Ll Of THE iff"4ia&a� Of *K� (,i;Ar4ACjDQ TO VI ittit $OUINDINVIIm� Of W 5TRUmRE Allit" SHUrl" TAS-707 AND W-703 I IN 5 *(, On AVTAI 1�) ;tIjiii PROili AKICNIFO"I IN,S 3kAJT7hA SIMI -.AL' OE AIW-1 TO I7M.Clifill 810C�� . r"M W,7fu HAS MA DESIONED TO K FINSTAI ON Ill OUTSIDE O( TIO OPENING Ar,CZSS4NG 'He OPENING FROM INC C;i Wow rRAw PUL.0I NSIOr W/O nit JSt OF A LAWER OR OFT 1,1115 APPOCATION IS VAI WHEN iNSTALIATICIN IS INTENDED TO Sr PIETINF011 "' THE "S"I'"A"i CONTRACTOR 15 TO SIPAL/CALAX Al SHUTTER COhOOhEW li Ifil RfkWN th �ONTTAFWOUS "" THE ImSti, Of ITROrTURE. I COTI Wrn4 III 6U'll TO PREVENT WHO/RAIN tAir"NON CAIAX AND -,ZA STILMER "'ALKS Ali AAOI ilo-.k � *�4'-l`IltS tUO0 94111AL�AIICJ% IS APFI rO �01,il Kiln colm 1410i 57YLC WNDOWS WIFIN INSALIACON IS REGUIRI I SE. U141TI 1. PERrORWED PROM 14L PAISIOL Of' SIRlJCTwRf 13. STORM PANEL INSTALLATION SHALA COMPL'r Iffill, Sf'[,:S ,NVOCATED At h16 ORAIII "LOS Al AkI AND 1014100C RECULAXIONS PROVIDED BY tall JURIBOK:11OR el,bLNE PrITURT is Apel ro. 4 SE)i 21506 lNVAlLA10ON N AP00CAI IQ SNC41 AMD OCIUZI�I HONG. AI Io(N!i NOIARII STYLIEL %lNIV*lI wlitH .ALLATW ,NS1 jh S, OEQUWO TO Nal PERPORWER FROM T4F INSIDE OF IFIRLrr"Ti lq ATIF"Le" TATINCRA'S "i DOM. PC, E - Z PLAAIG TIOMM PAII 5lVS`nW- fS IWENT P'&ONQ 5 ALL ALUKOI rX`rqVSIO4S 'O FF flina�-16 ALLOP,` AND ItMi 1UNlA1,14 OnICANain' Ntr9rtini IS (Al Irl PflOnJaFC1 LUALUAII DOCUMENI JPX0) PREPARED BY TRI11 FNI;Ihl IN (,�I,Ill PUR) .l nilliT I'latIlliful. FirtaitaiI IIQR A S:qF 9PtCjTIc7 PRO.Ii , . WHERE THE .0ir CoMbfill WNIATE III INE P.E.0 a A0, MLIMINQU SHIr. i4i USICT) AJI !,�OSLI;tll l0AAIL Ill .11(i AMLYW W c��111111I�1110sn Ila LL fRES�,DNSTfllI FOP THE SCLAE010N FIOFILAII& "NO INSTALLAIrON NfICLIOD04 �IM Ianlilr� ... 1� I$lf � I AU I SHEtr RIVAL. PANELS allInUt NONE SNINAXTRARIAL 1101UNWIN 1;39t, I A 03 ,',Rk�!� ar, Alif", OAVffbQCL1 all "� I FiltntiliCr 9,114'r I) 1� III 1i P L L� PROVIDED Itft`�IIAE 00i 1401 CUtill III TlAr 1ICRUMI OrnEtl ti) ON D1EIiFiITWK)N Ni 59.5 V,,A, (AInfill RIXIi 11114ill IXIII11fiEfill Citti,4911aliumlim SAFETY AT wv IS THE CONITIPACTial's PrI.J.uNs'agant A 'ALL IC01I TO Of STAJNI STET11 $04 OR .110, At%, nIRIIS IA It'AlIlYSION RII,15�1"V tii'Uklt�0 '�APIPI %flIll ta PI ON ij�cjt ORE PRODUCT DIALUATIdIff XCUMENT WILt P& 1iI6NS0CJl WiffAil I( VC0111ill 'IC016 W/ 50 klft P[LD SIRENVIIIH AND 90 k1- 104SILC STAFFIll 4, �+IAIA '�%Wlt f Wl N�60falf ii Laal� COOC $ivniciat 'Ifili 1 r1t J �t 1!!dt SITE SPRINFIC OW,AJI SIHALL VIE PREPARED I A F,OQIOA knl�tlrArt) C4,411NIll I,nI1 WAI WHICti All � FOL"9 TO BE Al 4 - ' -307 WANARNi SIM. OR AiSp 3iO4 SEFI �-TAJN,S�4� $IIILL. W:'- �0 It, WN4001 ITIi 1,'URi, is It IND lH In C0101 T`"f Coal"N'll OF RE�Xgi`!D WOR ) FOR THE P140JECI Al 'A 0 Will fit K%JAI 'OR III KFOPI( R usit, Of P1 D, 00GINCER OF RECORD, A"fill AS A ONELE"TED LNGfNErIT TO THE P1 t, VWANECII SHAO IT AW"NIS 10 WALL SHALL BE AS FOLLOWS ,l 7AMPTI T� T45 LA'nER 'rME 911E SPECJ71C DRAWNGS FOR NVAEW (AT .� POL"I ,i;mLBErF- (�) 1 NiPl PILD 1,,Ai., Bk,,q I-E DATE ill CIACTAKAL SEAL AND SiGNADLM of 7THE PROrESSIONAL ENIONCER or - IIA*g TAPCON ANCHORS AS MA"ViACTUNIFIED Ent ill OUR-DEX, INC. (AAK ('Z192 p.) 4MIX) THAI "LVAfl I � - 1 III x 7/d' ,*Al ke:!�i011 AS VANUrACTUAl BY DE)i ii (WR C-30m p-ei I 01� 10 P-kitl.W'� , -EVALE 11) A I'Aill ",,)I AWI`W�, AS MANLjrNC�dREO M 146 CoNsTilauuni PRODUNI 18, STQRM PAI IIIAMIFACTUREPI LAhis S?-At, Hk L:,' All C-N A QLA4,10 ,lStRILF, LOCA11311 ,A7 STORM PANEL RJ Pit; � AICCORDANCE WITH SECTION 17099-' Of filJORIDA 1NUq.DZNC COOL OW tABEL �'IAI.n Ii F-'LACi FOR EWkN OPENN6, I(f*.A-.I LABIl TO COMPLY WITH SECTION T70i Of VINE FLORIDA BUILOW, COOE kit WNWI)WIEMilil OF 1'kPCON lINLItiWill, INIO POWii t1l,IZOI 6IIA-1 I I J,'6' AIII0 V Iii PANCLUMPE � Fli 0 & PANNEL"M NUS. I Ill "ell ��mrllrr Cw il,4** NP 7/8, I 014 ANCHOKIZ, SHALIL Ea. ,� ''i a, 000, 1.611,:PICTIE i EM19,I)MI Q�,M � ANY A-lNIZ�Ili it% EFIAL `,"HALI Of PERVini t , ,., . 0 - '20 AI '-4AAIAj.01 NCO` III niti�� aL lNdlll CN4Qbl1KF,1l1�Sl1I10Vi Alli'll IIIIRIHI MATEPtil EATI) TO rkGw 414' � � 4III:l Afic"Ol ontisHilimmo, Al � I rjjj W, ,t�, ILI - /)` IF " A,.3) IN (ASEAlKiliv IFIREtAIT3 iiii1liliz, PREXAS1 COINURrCE PATIl fulliq RXISRS, BE V'U,Uflll�l Q,N 4. L,IIIIIIIIIII, ilki, I>� FLOOR, ill 4,'i, At All I,ON6 04,"IlIfinnI Int, Aluirliq 14t likint 1:11ROCTUlint RIE'llillIll SUCH PAWLS, Abic"OnAl sm, t ifft,jp,� 'r .. Jil " , " INC Ell - � N, V , -. ,;, ; .11 . 1.11)= IqlA 11:114i IN OI�) � �I - e , - - - I, I . . I 1*: Nil 44167 - 41) io U10.211F.401INIMIEff-Il inajt,l� '- . . � I III , I � = '. A, ., TIP # ,� . - t/4- If TAI ANICHOINM AS 1411INLIFACILIFIED, i 11 'I Al SUTI lfli�: :; .,�--,.. rLialhDA RuILDIlN,G CODE (Mfghl vitiocity I 1-nd At � 'A' 0 x 1,11I, l"Al, A. .ft 01100li AS MANLIFACTUAIEL OF QALVI FIC �f"� I bVIII p it I ) �, . , I , ,I 'IM411 T1111111 11*1:: I ro, I ' N I-, '- . 1�z T , �, . .. III - I . ...... -, , , , , ""' , , , - 'K 'Il N'A LILMOI tLlill 411 AI PANRAII �`LtM AK-ti AS NAIII10VAC101FED all ELCO :;ONS1PFaJCI10�J ,- 20 OWE. GALYANIZED WEL STORM PANEL : ININUM. JON, �. I'- PRODUCTS (I"..2011 PI I,c - � I - I, - ---------,- . - - � I I .. - . - . , -- 0 1� .1 � IV , % I " " I . 1 1 L I E C 0 11111i 1 GLOBAL PROTECTION PRODUCTS, LLC. 1/,./lI . .� , -s AM so 5, well - ., , iii'll �. 6 - - -,- KUN4L ....4 R, wi Ill-C IL �11 P40M ("A)MO-Z� rox CINPI.)..,., 20-176 "zi ow - - - PRO ..- ,-, C-occill - - - ]� 7�7- "totIl"* - coffoom NNI. P.t 7-o,"TcHarm"cont IRKIIII A III 11 # I . - � I I I- .- --�- - - --- -- -- .r. 2I ., . IWI i ..,A? 1J--L--- lie -:1--�-" 11; 4 I Oal Re Plans Re '10 , ew Assist, 'yllew CO I �C-< It Plated and approved fai complil with lie 2020 FBC 7th Edit f3y 1)"131'a A171 e Rlahr PX2300 , � I -IIIIIIIII'I (D Q) r- U) —m Q) -+- -0 > C) (- m 0 Z3 a) L- a) L- 0- = -0 0 (1) CL 0 L- r-- Cu -0 n . C" m (-) a) -1 (n a) -i- Ill Z3 M - (z "- U) CD -0 p C) -0 -IO C= 0 L- 0, i-2 = = -2 (L) 3: = = , .0 u- — M 0 -4- M 4-- 0 CU > Ln W .- m " 0- - C- cn CZ '.2 CU -Il 0- iI -0 . �-- C/) e< 0! 4 z z w mi � r U) 0 (D W (D C- -+--i 1-l""l`�"J co =3 m > 0 L- U) 0L 0L e< a) -+--A 0 C =3 -0 m 0 L— (I- 0 a) " Cf) m L. 00 """"""'i'll LLJ 2i < ;-7 = < __j CL- I SHEET NO. SH 1,2. I -I -- -I- - I I 11 I I I I PIP . CORR ... . ... 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INFICdIdIddl 1! 1-�� ANC� I- MINONIOU TUN fdkelll'� %It" VINV STIOCCITTIT, AND MAY At IdICADIS11:11 I MILL TRITIVEITITS, STICISTART I HeNti, likkil."FRIIIIIIA Of delilmlifif, V OR) FDA THE FIRKMIED1 AND WHO WU, IFE IJESF'ONSIBLE IFTIR Tedl r, 31 WON WINIC lilli like'lliteliq USE FIT V14dr. PED MrR]ROFIR IMP SfCkl%). Ol RIF A CEWdAID) rl`41�llkl !�. lkt� !!I tdd��$Otik SHCd SiJaMPT did "dwIV tlldf'� ZJR� A, �I 01 'VRE TRIAT IRTICANT DIANE. PRECA15F 0011kiddIC17 PWkLS. TiRdidt'1111TIT, VQk1'CQd Title: III d::IdR0;tI,t St d,TItIjTjj:l I'd, V,,, I �dfl CVRTA, 16difX)PS S401,1 I'll: I Q'I", IUI:1111�'k III R6,111CH ],It Wild i IdIff I'Lldii'll4d t,d,�kv I it id!I T ki T N 11, CIL RRJ lk,, did kp',t ?44,41111111:11 diddR, 11� �N Relpilodi w 0 Rklw� kl�, 4�y� i'Vile"TtEd! I't :[LdORTI F-VO VITL�IRRIJDP lk ,N,L t;tp� VdJdI tYNA104i Ok �HE % A 511111,11i'vilk All A,� W, ITTLeriT QQ1rL 9101. 1. Or VICAIIED ON A RISVIRLY VISFOU wc#'" AT $1DRSe �Vj,jjl� 0*� - dS �A' IT kt'C,DN kr4i AD, MAY lif A( I QRl AS, I T III Aid A, ktdq:� RANSIL ITIRITTIER 11 JOCIOT)ANIC11 VATH SOCIFINee 11091 OF' O)DIPIDA, PIUMI COORt CINE LABEL I : T?8' �Al ANCHORS'. AV MANUSAMIJAM W CIEWALt, INC: g �d It Or pyk TQVIV V43TY OPLAINIS "THAI M OQWJI�k VVIIN Orr" OF nit d/1" IT t"Id", poikb-SF� AjRS,D>R%, AI Dil BY Al POISF: SCAVAI DOLT A, "IDOITIA'Adilk"ll, ro� A k * , "Idal didikkkitt'"i Are FKAI IS ANID PANDIT.MAX dR-LkdS TATCHM, AS MANTAFAC'MRIED R? fLi:ddl diVelt ��Iklowll Pilme,00 1/10, 10 likkiddliki! TAI ANCtIETIS, OF RIATAXAC11"Ott? t I)OMALA. IN( R,TR rjj , 'D IT d1i �I`r I'd I N MCO �114K NAMIN Ji0i'JACIR �tl THE 90KOX"'It dittRIDA P)JILITed"ll I'A!'OTF. 11 h vaked$Y Nedder too ,i i ti,dAdA ek I dIR 41� r ---1-- 04,44 7 1 I.I'Ved: "RiAl 1kV R4 GAIDE GMAARI STEEt STORM FAIM Rd 111 Cid.,:ld ild, Did d"ISVID�D" ANItHISRS %1W,1 WE f.14HEDINDO I ilk 14r. 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I , E - 9 it, K STRUOURES KIFIRT15 PIDIUSID(e OtOitmilliC �ItERFSFKV POTTI CORITIRIVE ISMITIR I Add DrDeceirriF III I dil"TrI110 01 SIM J�,�r O'lli 1�drA It r `%k ' I , d RICLSOWO Save aTrHd -7 00 It I'd SHUT$ Q FlARSVId To$ 0 8 STITIRMAiflK.I�, rill PKAT. It /4�2ktdkv -I� ldldv� i dd, T I elt� �dl I I QT RX Ilk 11 11 .4. 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PIT �IVIII T'lle-CO, U GME GALVADIRTZED STEEL STORM PAI dikell 01 I E C' 0 41,17d ITT,,, CLORAL PROTECTION PRODUCTS, LLC, "ll �� t,' 40 & . 1. T.Vredde V V 11. IdRdd 1,4rll IT I Rit. I1111TRIS FORT "�w-WMI �Rd RiRk-". Sk.,05VATNIT I ITA * RaDdid, 1`1 � rindwildiV Ik, ART i ITT Ile -MI a) a) -0 > C) a a) 0 CL 0 cu -10 (3) Cn a) -I- -cz "Fn c' 2 c- 0 .0 u- 0 CU 4- 0 > -0 E 0" a) " w -111 0- cu w 40 - CU 0 Cn < Cn (D C- CIO > 0 L- CL CL C-) L0 U) m ui z In SHEET NO. IS H' 1 3� IN IN POU ED CONCRETE, K OR -WOOD STRUCTURES �_YALQJOR REQULAR. LIF SAFETY & E- JJANjQ_=,RM PANEL (j,_jAYaTM .. . ..... .. `1 C4)l & A0011 villkwill III..... . . .... TiI. . . ........ ..... ..... IC I11 ARkAr �vlclm IoLm OF NbI wolim"NI) IIN IIIIilF& IVALID F�)A Dlgr�T VI 4, annnaii PANEL INSTAILLA11ONI T WALLS W1 SdRi7ill ir4L VARTATIONS Ol 314* F,LOR1111A RIJ11-01 H AN 14 41A(;F ONNATill STOA TIT)i PANi I.. ... . . .. . ... "I c 0 PR DUCTS. LLC, IIIIIIIN AS PER ALTERNATNIF'N�l IW �hlli il IV -;;4I -:m r A�s Sl DMN IN"m .... " . ................ . . ITUS IW ........... iItNBIR 13, 40 ONO IFNN9 1/2" I —,FxPN%m ANCHOR$ SPIAl INO SHOWN OR I INtp" Iis' II43- NoI4IN #1 FOR Mal Al SEE T 55 �&MW #1 .S.CK CTESIGN LOAM & NO, PANEL LENGTHS WHEN SPACES Ni �7P �!ITE :2W 01N SHIES 6 CAOLY TO LTERNKEE 2W rN STEET 6 A-%DL 01ESiGN LOAD LENGTH Q _5�i PSF 6, - Cej PSF 5' - T ON' W/ NOTE MAUE 10 ItIll AT FLORIDA, 7i LTE c 437.1 GLOBAL PROTECTION PRODUCTS, II o/4-c I IN I lo 2 I x tI At Ar NIINItNIIIIIAW V JP90 I NGLOBAL PROTECM PRODUCTS, LLC�, ANCK.R JN$JALj.,A_f1 cl ii PrP ON IT 5 IIDMN T.Wo NN`ADtKZ AkO otINNINNNAII LVA DWANNICIT ATAINIQ iIA NINNO FACTOR I$TEE( STURIN INIGLOML PRDTECTION PRODUCTS, 1111" . . - — ......... . N NN ...... . ... . . ........ aIIIMATT Oi�` IANNINI �A IIIIII.... ... ..... NN . ... . ... .......... ....... ri m 41� 0 0 lc� 0 IIQAW -7 PAPIEL 0 �C), V�.� IIIOvOftv IFRO, I wql� 11 7 0 ON M I. . ... . ... . .............. ..... .. ...... . .... .. I.. . . .. .... . .... . .. ........ . .. ...... ..... . 14 IA/t,), IITNIINItILorC "ArK4 ....... . .... NN ... . ..... ...... . ........ .......... ..... . I . ... 24 GACE GALVAI StEt TNTOKI I IIGLOW PROTECTION PRODUCTS, N . .......... ... N...... . . ....... 1: ............................... . . . . . . . . . . . . .... . . . ... .. ..... .. .. ..N_TO L NIINTI 9' Not, 9, 0 III, 2 2_� lIIIIVAX IINIIINto NItIIVAAX R10 tIIIINIINIlt3 NIIA ............................ IINAN IIIIITIIIIIAL�� IYL 9- I Mi *11 f I LOVJ.AR- PANE5: IL-$Af ItLYANIL -9 WALI CIENS (I I . . . ........ ................. . ...... . ... 44167 ANELOLOBAL PRDIECTION PRODUCTS. III I L71E C 0 Tl20- 75 IIIIII IN �IUF 617E li. .... . ...... . 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IIIINIE IttoMAX, IIII EVTION 10 NO L L iSEE UrVAIRCIN "ON HEET 12) INON StN3I 12 toIN N�77 IINtco IIt1,4 oNI'm IN TT101 l��: tW; ItF421lul rXINNONCO CIONI L CALEN. ... .... .... . 7 IN&N. 4416 volt L& I l . - INWX I t ", I 24 GAINATOZED VIEL SWO PANEL or 'hit Iwol%� $04 Fill IONNIMT10"I 10 104 dja IL fCo GLOBAL, PROIECTION 'PR LL A Ilir ill FAC" Tr ir1pt, Al of DETAIL��L,fO.R,..,L.I-U-..SIAFI IS )Nw.� mQuKAM'. 1. ARE i VA1.0 FQ1111 IJAX, A,`EO. PRESSURE RATINGS fp�*A) AND PANEL 1Z Tic: II S01111illibli"; PLIN4 OF 'STATE Of 4t IVA NIIIt FLORIDA 91,11109ES 00K 0] 41, iliur 2A CAGE OALVANIZIE11) STEEL,, PAIRE lont GLOBAL PROTECTION PRODUCTS, LLIC. _11-N-0 (D c— a) _m � a) -0 > 0 _0 a) 0 0 c: U- 0 > E 0 cn a) cn o I.- cu c: -Ill Z Z W JO 8 2023 AP I Revie Assist, Inc view Comp ce witi, th ted and approved 202g kuc 7th i I3 Anne Ed' ion PX23co I t cn c CL uj Z SHEET NO, SH 104. 0 - 11 $Ez I /18, o�E!nw, 1,1 � 8 .. litliti i 114tiliallaw t2i al Nil 0111LIFIAND ti Dill I TO - , - - , . ,. - - .- 1. ,��, tirill" . � �: il , � " L1111111 �� If. 1, 41" 1 I M, ",P"Ill, I �11111L i l �IT ��"� will, ii� fl, I 01� I 9 !! -, I I � , ii 2, ti * %�Il , - ,� . �, - - , - I � . 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Ili I III .1 �, �.� .1 : I �L.11lr.: 5,ll,.��i":,,Ill .... , ..-��, I , I . 0"', Ill uFL"(Fift LAVID.Dr, ,I 111111 ''I'll � I �!:,�:�'� ,Il III ��Iii � ,� ��!��:::L : : I'; "l: l 11 , ;� ,,� Elti��IlNl--�� !l��l��.,!:��----O*�-��-��,�-�-��-��l��-7--,-.^��,-��,---��,��,��,��,-- = ` I - 'S �:!�: ! \ 27� \ , ` 11 ,.�..�BiAA _., .Sit -11 .1l ll,,",4,_,__��l,�,.=` �:: i�: D �� ,� " - 1�1_1�_Ill�' llilliliiiiP��` " / " l , �:: �:!�!: � All ii, "`6 �::i � � � N, . ��11), I :� ;kkWj_y_11_A=A ""Llorltil "I r li I �'L' � 31/3','".: 7 " ,ol % P. , ?14ii iitl,� , , 11 I l � 11 11 , , l �,,,,`; Y, ?P , `L,,�,` Il .�,, itstuil4z4_ 11 ..'', � E: I'l 1111, 11 6 "Ill ,� ,: Ii, � , lol:� I w , k � l ::�;: I � � I'Llf.�''I'll, i , , , ill, ��D, I W 11 ��i;,,� I OPI"'CE, J4111luill ll� �, I" , -,�1,111,� 'Ll I �� I� lilin,��Lljgi, � III, Ill nr, �: Sil N, 'i , llqll",�` � - __ I --l- . .......... .. - I , Ef',�,i�r�':i'IC'NIF�.-,.'Ef--il�"��4��l(��l" "t I 1, � I I 1 E1l4JG1i1Nf1.'V1RlbNJ(3 1EXPIR,E698 PRIODUCT E'IIIALUAT�Diba RePiCIPT SiPplia ritlitil-115, 20V AM. til ID rL i4 tirmill � L�_Oja�U - Pl� EX Pirn*eci Oluiribal 2E31542 Podded Mairitifaceirivir All Affiloilon 'Shitlors aii,el GEESE l�ognufootu�01, kidifill 154D 0mins Road I Pill Beath, FL.13409 EIIIII11111111PLIl AILLPTIAN 6 OwKi'liltil 24ga Galiv anlLwO Steel Sitern parell I-mi P,14aitliv till Reststaid Scope of'Elvalbtbtllclrit,,� 'I DID EiDiEllij jil'takoliatILL111,11 fbiLIPLILL111: Isbell hillitillitill III i�ll��,,Oii:i�l�'l�J:Dl�IP,1!1'�I i DILI requPwillorilis Fall %a rkerits's OFFIDIFICIFETTVILL'it 1:1il itusisiDDLIP Dintill IP,�,11!!�lli�i�,��iilts�,iiiaL ;I1111pilathirl if�oixtn FElikling Cnrnrrascllwt� SIDDIA, Cewer 6 I G 20, 3,0011, E il , ka shallailildill Llv,t,LqaaI01!:LP DAL LiAllilhilta lilb i'll-DID larageol rLDIENE LIDILL'Al hire ITILAILD !["led al iiiiiialonarid as, staiinsililivil sallain PlislitiLLILD i�ii-Fw4glIilanI�o, with thADPEDIDin SuAding c.cigIll Sevw1n) 6i 2020) and P, ivi fliE political intaildilid, in least eAliatiallija il li LA�lpPl4jjt Ll ED, �Djel, COP'n Rlt-f'vowlil, On Lit p)RIA Virodil Filled I vissul foitilivitilliPt titartment rIPEDES IHI�1[i��i,�il��9,1:�,:i��,],:l IIFL`lli�lutlions Dif 1TN,,!6tQTM slilbstantlating Data: 11 !1'MQ&)W1y&WU&1Z&M= f.�, LIDDAIDIEl PPEj3,3iEe�jl Liflad 12ill Gaitiallintililli Shart Egiall VNionoWl ill & ill HVFIZ)'. Rinfiets i 15 timplared by Entitineeilling Exi:Tio-Dit, sipaill,ill Doillillitit i ElLai'0: Hillniqlarchi is ED integrial part offbills Evak"ItIltil HIPLIPHDri, . IMPT-22=1 0041vin %lafic IfilLiMlital palk"LLAILADIL has been IDIMI'd 11111 PaccaidaillED wilDh TIAISNIQ lDDT�A,DjlDjDDLP% par last votionlTil) *fi1%A1EG-17t0l by BlacillAaw Testing, lrvl� :Larpe mlsaalle anniatict restalance and cyck InAding podainul hilivil Won Sitivil ill alocoldol tylith TA,S D I and'TAS 203 Paidstaridanall, ill Ili reiporits) #81`�ASG I I Doi bv Raclo Farter Testing, ELF: IF 5TRUCTIlIMAL I ",',"",',,"",',,',,""I,, ;I QLA n Stirllaupaa Hplig"Intlyll IIIIIIII'llaDculialtolis i1xi'll, LlNAA,i ,I prepmed whillAh evattiale thial product 'based a" ILLDLI ILILILDIII1110 Alfid,joil I Pirlal'inialintlysiP, to FI 0,N, IFLINalmirig dasign taitede: L �Oaxiiiiii�uni�,i�o,i:��1,P��IbIlL 811"nitiftol ,2 Pillnimurri AIIII�i�ii�o,ii�l�:iill,@:��pansl I lilillinimunn Glaarl $11lipitraflon it Archor Slialic4441 11 It il i i it, I r' A,, f N; I, 1: S U 11 L P I (I 6, 11 Il P Ili I I � I r� ft A C A, F731P 4 a A3 I WlZ� . . . . .. . .......... _ � 1) t.1 !I � IS, 4 OOV,, 1 i 0 66 ,, 39 6 -999,9 Iii �',Ellr I N, N4 it , ,,�, I �l v A ris ll. � ce L I'll:: III I Njlll� r , P , I I !I Ii C Q K lh�ll � �Ll . ��%�,, -- - �.. _71I . 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IZ, � 11 � 1 iltv to A a �__ ANCHOR NOTES: t ANI SCHEDULE kPIPILMS TO ALL PRODUCTS CLENVIEFIDNIER P. ill, IDIDL LMIL ` FAL11IL 0FNE MAZIP",14L,tO�'VA,'5LEANCH�QR$;FIAQN(�, KAf,IMIJfIA�L'rW'OWL�4k'.'�N�ILA"g�l::'P,�"l�OLS�.Nr,�il��'.�l!��ll : FNi 01irPONit SCPWMLV VASECr'llpq pAl r�%�'JE,NLAPL 5FACjl Jar LIXI�TJAIG Steal 11,101DIEEIAL, A, Afic1lical r, IT: 501L`7 lleS�Glo LZAD GREWPALL Pi OR LTUAL70WGATIVE all LIDO I'DN'SHIJ11AFT V,ft`l$eLEC r 4PAIIJ GAIJILArEill. TFIAN OR EQUALTOSHILITTERLSIPAX.SeLEa LL)"I'llil"; r '010 ID PE BALIFOCIN 411PPLEPDVIE MOUNTING CIENDMON(SEE WAHMIN3 WFAILSON SlILC �! FORWINIIII'L.ArKWOF 001APILEI T)AKI. I INVII FALST"OrMS' ARIE,El LISED an 03MILACTEDN ATTHIALL MOUl. 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SHALL ED PDRITIED BY CIT"OPPED DO LLAEI TP1411 IVIANGINIll LdAD5 t,D P40,-,T StRucrii 9, fLONILLAP.TP ANICIOLILLS, NOT PC) LIPREN SHALL RE EMOCOM TO UN-CMEI.Er, CON(Pi 11BILLY P, SNL�F�ly E!Jlr�nrjr , �'JLALFI M WCICO FRAFM EYMANG CONIVITIVAl MAY VAII RELL) i ThAL JIAIL�l I 'INIEIV, ARE liqlal"'LIVNIIii WOOD FRAMING WROITI'll NOT PLYWQI INAEFIBINDING DID PIDYAOL)CID TL, AIDI'V7,41I ONO KPI SLI CLOI Plill LLI AD, IW`,FPlIddIOA�:N PilEl NAWEI I OF SnUtl FILANINI FaAslt-wrl SILIALL Or L"Tror art ICE 4A1_L Hill PMLLTPSl PADI HELAD OR, HEX LISAIDl I L Falrowlint" omp-Kalzt DEE cievitax Fivalligiii Aid.4iApLATTS SCUS-SIFT !a MILIS5 RLISHTING L2 MIAA-KNESCREVOS��ED��.L�l�,RV--I�'� .... ��]��1,1111�,,$i.ii�n�ELMGP,��siop,wl��ll'Or�"INPIrAO51111�'IrT,�Tl,,[E�,N�4S,:L OncNAw AND MAY HAPIE UTTIVEL A Prils'HILLAUD I'PUSSI�4le�1,C�l,�:��,.r��,,,��-P,g��r4t,(,�i�,�r��ll�,�,�Kt,CILT)UN,,O 1.1, ellra"I ENILBEGABEff,11AILE Mi uisliliPia Filctionk Ell Lltrj�l CID Q Ill 111104111AIRIDPHI t4,m6w6NA,TU,VXHPOO�er,�#btTlol��,.��l�i,iiii�-[��W�:i�oll,��c�ii:�[��liti�riLhIp�6 ii * 01KCI Haiti aNDOITIONF, W UWAR IWIEFUI�WFDAINJ PSAK31" I'VIZOILT'i"Et'l Fill, LDQI 1901 I I ,11,1 t::1lL1.,jAP lll�HCDjJWEEl WATED ALI THUS SHEET 1 014 I 2WIt I I . I gits ; I I � l: � ii I Al � III, ; X. I I i 4, 4C Ili - ji igLe I 5 , I 9 . it r " P, �4l�� g I I b IS ."i a AT ,Z Ad Q . U) � 10 I .0 11 �j;j All . _ I k "Z' 31 Is, iii 9, ;it 8 t 't f � El I �l IT 1i < I MV -1-a (1) (1) C_ U) -0 —Cu > (1) r- -I-lir a) 0 1 IF It. (1) L— CL (__ I 0 a) CL 0 L_ = M -a n . — CM _#__0 C) a) ,4....l.a I (1) 'All -I q a) = -0 M 0 I - Fn 0 -0 -- -0 c- C) 2 5_ 1— (-_ L_ -2 a) �: = a � -0 I I Iel-lik %-1 11 CU 4- 0 CU > . Ln lil F= o W `AlF= a) In . a) -iii.- CU L_ C:)- �- CU -0 1102 I= _+J` (n 0_ A< 1A 44 A � A " 0 F'A 17 W Cn � IN " a) 10,� W = -+-I 1-mi (n =3 ICU > 0 L_ i 0- I . < . W m 0 C=. = -0 'I M �� 0 L_ 0- � 0 � (V 0 "" U) IM ",� M , = 11j I i =�, 2 < = I I z < I 0- I SHEET NO. SH 1 ,5. THESE DETAILS ARE GENERIC AND, MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED, Wr CEMEflfr PLASTER 12 MIL DRYtOK EXTREME VVINDOW rr ASI'ENER CMU - MASONRYBLOCK 1) SEALANT Al 4 SEALANT JOVNr I WINDOW BUCK TO OUTS11DE EDGE ()F MASONRY ININI)ow BUCX _..... ... 2) SEALANT JOINT 5) SEALANT FROIA INSIDE EDGE OF 104NDOW FRAk4E ' WINDOWIRLICK Ar ROSS WINIDOW BUCK A�D EKIEND 1`0 110IAI50N RY 6), T004 F D FALA1,41N BEAD BRill')GING CLADDIING AND WINEX ', FRAME WINDOW F RAl ATTACHED PE.R CODE 31 SEAIAN PAOINDOW r RAM E N WIII 81311>0,401 THE AlIA"Ir" AROUND, INCIIIAJDIING SI SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENEST'RATION INSTALLATION AND INTERFACE Vskiff3, 1811.1 A1,41) Hll:dWj 00AIL APPROV ED SII HING APPROVED HOUSEWRAP STRUCTALATH'I"'WIN TRACK 2.5 314"CEMiENT PLASTER 12 Nift. (min) DIRYLOK EXTREME APPROVED FLASHING TAPE )Dll. 4,E[Gl APPIROVED SE,411,1047' V1,111ATHER l��' RFSIsrr11VE A. liARRIER WEATHEF� ,lE BARRl R & IAR4I Y SE'- 1,, W00f) FRAMI' CON$'I'R, EXTERIOR SHEATHIN103 BY ( M PING DOWN OVI'R `iRA JOIST AND UP WALL. BY 6 llrll. WEATHER RESISITIVE BARRIER SEAL TOPS QFJOI$7� UNDER tSEE WTI IT10L'YA107 E,ID FLASHING HEAD FLASHING TIZ74N INSTRIUXTIONS: 1. Cut, fold up,& temporarily secure weath er reslIstive barrier above header to allow for flashing Installation 2. Sell-adhei'led flashing plus head flashing under weather resiistIve barrier B. Fold weather resistive barrier back over head flashing arid seal with tape cal SELF -ADHERED FLASHING Sle: l FLANGEDWiNPOW FLASHING INSTALLATION AFTER'WEATHER RER:ISTIIVE BAFMIER wpol 00 NiO 60rTC SELF -ADHERED FLASHING HALF ROUND WINDOW r- L-MIN 110 1 ICU SGS 06,,,.102 WINIDOW FIN 1NTERFACF'WffH SELF-ADH ERE DFLAST H ' ING EXTRUDED SHOU1.1"YER D ECK JOIST ELF2x FRAME VIVAil.1 -AE)HERErU" FLASHING P 1 '1 Y%. D C".0"IT"03 D E TA I ' ' TILE RNISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers p. harrip.ir to form water shedding 2. Install flashing and weather resistiv laps I 3. Self -adhered flashing can be substituted for building paper i the ripcord (S fit release oin demand, 4Split thie reileasie papleir using P iddled in the adhesive. layer) - for ease of installation and to embe mirI scoring cuts, �5,. Remove all release paper per standard installation instructions and adhere to substrate using a square I,Yiece of flashing material (6" x 16 MiNrrrurri) 6'. Fold as shown by arrows 7. Angle of comet may vary, adjust foldiing of the flashing accordingly to fit tight to corner S. Mechanically fasten as npl(. 1(2" DJR0CK--- (2"ll Z� WP7 1*4'* PER LAN 1'l PERPPLAN , — - . . 4" OP 8"' C�MU fEqZ,r (PER SEA'r DEII . ..... FILL WITH GROUT �SLOPED MUD BED--.-), 72 VINYL SHOWER PAN SLOPE SHOWER SEAT 3AIRRIER SELF -ADHERED FLASHlNG EXTERIOR DOOR WITH DECK - SECTIONA 3'4%BE AD OF (�"ONSTR AII)HII-I'l P UP, J110101lilirl! (:V�l LrSZ: I, l()II, III[) I R PR( SI LIF-AL'VIERE'D FLASHING `:„"IEAL TOINS OF A)ISTS L1141DER DECKING ISEE DETAIL VVP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-AD,HERED FLASHING 011.1"I'SIDECORNER VVINDOVY1 (JN11' F L A H I NU t*1 DOOR ROUGH! OPENING slOPE 0,3 In: 12.0 in R'703A General., Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The, exterior wall envelope !shall V4`-1 BEAD OF Crk (0,6 clan: 3l0,,5 c4 m) include flashing as described in Section R703. OIN S ADW:SIVE TO BE APPLIED UNDE, il SELF-ADH`II RIED FLASHING THRIF.SHOLD OF D(>(�'111["I,AND 11 I'M" lr"�'JAMB �,", I)SE R1 U00 1D L HFCANUJR �_(,KJPO� ffl-�A I I L+� II EXTERIOR R703.1.1 Water resistance. The exterior wall envelope siall be designed and constructed in a manner that prevents the acu cmun o latiof water 'NAI PRO')FIN. within the e wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Sectlon, R703.2and a means of' BUILIG PAPER draining to the exterior water that penetrates the exterior cladding. DN lO l, - WIRE LATH R703�.2 Water-res,istive barrier. One layer of No,. 15 asphalt felt, free from holes and breaks, cornp�lying witl"iASTIVI D2�,2,6 for Type 1 felt or other > 1 0. '1 , 8 approved water-rasistive barrier shall be applied over studs or sheathing of all exterior walls NO,. 15 asphalt felt shall[ be applied hcidzointally:, With the ap, �er layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less, than :6 iniches, Other p . . . . . . approved materials shall installed in accordance with the water -resistive barrier manufacturer's installabon instructions. The No,15 asphalt felt or other approved water-resistivie barrier material shall be continuous to the top of walls and terminated at Penetrations and buflftig RINIJOIISI appeirdagesin a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1 R703,7.3 Water-resistive,barriers Water-iresistive barriers shall be instal'iled,as required in Section R703.2 and[, where applieclover wood-blased sheath4rg, shall include a water-resisfive vapor -permeable barrier with a p'erformance at least equivalent to two layers of Gfade D paper. The ......... 2 individuak layers shall be installed independently such that each layer provides a separate continuous plane and any flashing ('installed in [ accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHTNG WP00% U;Z CEt�o,IT. FINISH SILL/ P0'1-SFlEl,,,F,11 CHP,11t1,lEY SHOULDER Exception: \Nhere the wateir-resistive barrier that is applied over wood -based sheathing hias a water resistancel ecItIal to or greatier than that of! 60-aiinute 13'rade D paper and is separated from the stucco by an intervening, 7: MECHANICALLYFASTEl'iii IIF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEE:ir)ED IN C!OlR�NERS ADHESIVE 13TALI. 84 1 �'' 4�0111, HL11 A I� E IS i 1101 E :IJAKIB-8 H-EA111") ASI THROUGH SELF-ADHERECI, R703.4 Flashing, Approrved rnetall flasNri�i , v�ny� fiashing, self -adhered membranes and mechanically attached flexible flashing shall be applied PJ FLASHING E RED FLASHING—', shb)qle-fashIan or inaccordarilce with the rrianufar,1LILrer's instrucfions,, Metal flashing shall[ belcorrosion resistant. Fluid-applield membranes as flashing shall be applied In accordance odth rheniarlLifacturer's Instructions, A' flashinigshall be applied In a mannerto preventthe use 11 SCORED entry of water into the wall cavrty or penetration of water to the building strUlCtUral framing C011TIpoineints. RELEASEIPAPER "Buomr Fcu)ING iCCAE Self -adhered membranes used as fi,ashii:�ig!s,!halll,ralm:plly with AAMA 711 , All 'exterior fenestration products shall be sealed at the junctt,jre with the building vvail with a sealant cornplyirlg lwvIlth AAti,ltr% 800 or ASTM C920 Class 25 Grade NS or greater for pro perjDint expansion and 01,PO'� ved Ste contraction, ASTMC1281, AANIA 812, or other appro, standard as, appropriate for the type of sealant. Fluid -applied membranes used as 110HESNCAS I�IHCVON� flashiing in exterior 'warns' shall comply �lvrlh MMA 7141 The flashing shall extend to the surface of the: exterior wall finish,, Approved flashing$ y 11SIEV110LI) shall be installed attfie f6liowing locatioliI 1. I.Exterior wilI and door opentrigs, Flashing at exterior window and door openings shall extend to the surfaceof the exterior, vl��lefll finish or to the lo,v�ater-res�ist�ive!h.laf.i,,�er cornpl�iiingwfth Section 703,2 for subsequent drainage,, Mechanically attacIrIed flexiblie flashings shall compl, vwfth AAMA 712, Rasi,flng at exterior%moliIindow and door openings shall be installed in accordance vvftt,N one or rrIore ofttle following: 1.1 Thiefnestraficin manufactUrer's Installation and flashing Instructions, or applications not addressed in the fenestratiill.Ir� alanufacturer"s instructfons, in accordarilza �Nl,Iith the flashing manufacturer's instructions. Where flashing instructions ordetailsare (4) jIl Of not provided, pan flashing shall be installed at the 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 exterilor wall finish or to the water resistive barrier forsubsequen't drainage. Openings using pan flashing shall incorporate flashInig or protection at the head and sides. t2 1.2. In accordance with the flashing design or mo�thiod of a, registered desigr professional. SELF!-A,D�HER�E�,1:D,F:LA�SHI�NG 13 1 3, In accordance withother approved rnethods,, 1A In accordance with FMA/AAMA 100, FMA/ AALIA 200, FMA/WDMA 250, FMAJAAMA/ WDMA 300 or FMA/AAMANVDMA 400, 'WP05 INSIDE CORNER WP06 11 2,2,At the intersection of chimneys or other masorvy construction, with frame orstucco walls, with projecting lips on both sides, under stucco copings,. 1, 31, Under and at the ends of masonry, wood 'or, inietal copings end sills" Caound 4, 4.ContlflUously above all projecting wood trim. 5, 5,Whereextlerior porches, diecks or stairs attach to a wall or floor assembly of wood. -frame construction, II 6,, 'B.At waIl'and roof intersections. W R t B 7. 7-At buft-in outters, V FV TCH `IEPEID FLASHING 11 W I'' 08 A 011 U in oil N M11 0 LT ATI., S'140f> UfWNIA(13l�," 6,IIIANti OflIil BOND BREAK WRB Arli 11111l,4r1 JI Dr, WRIE!, 0J TO I, tiE 11,111r, FiTICAL, !�� , I1,,1FI1F,4,CE TOI'�I)P OF f;: I dktlli� , H " 2 AS AllikilkIR gg 3412" 1111,ICII FIL,k101,l(3'F . . .. . ..... '11, ', % I " �,_ �'_ "I . — _ — — . 1 Ni M. )M) HBS� K I)II PILAS 11 10 NATURAt N-111W�'i:INKA(lt I No I Sl:,11\1 DRIP SCREIED PLASII(�! ACCESSOR"v` SO F F Fi,.11ICAN: I ll,J::A"ER a er es s an error Lath Sheathing slucco r% LEGENL) SEL.F,ADRERED FLAS11941:1 �SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT RlkliR IN F1 (WR14) Pt IT: R AI.ICESSI — FNYV10300, DENSGLAGS .......... �_=Z= .8TIRLICTU RAL FRAMING RUCTURAIL SHEATON l, t i " STPIP OF SAF SF LATII iNUO,US BA11"3(ER W 0 LANT NTITIOUS FIMSH Plastei in accorderilce with ASTIVICO26 over wood (arid floor 718" Cement 'Plaster WEEP SCREED DETAIL SCALE: NOT TO SCALE I 111IL APR A 8 20,�3 Virilli)l Review plins 1l I - list, Inc. r cortirliance d and W, -th the 2, 20 FS 9A At? jcq C 7t I V�l Ir PX2360 7/8" Cement Plaster in accordance with ASTMC926 Felt 'backed metal lathe in accordance '1063 with ASTMC Building Paper 7,116"' O.S.13 shileatIll "Stampede or sirr'611ar cauk bottom joint only Weep �"Screed Irist0ed As Par 112" Cernentitious, Decorativel FinIish All Inside and olutside coiner YvM need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all II 01 wI TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN - SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED-----.., WEEP SCREED------_--- CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS -- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"--_ ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL rr- 1 1-nn TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN--------__ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED- 1�iU�I�1.Y�]7�J>J� HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN n_ 1 1_On m z co HEAD WALL M. d��Il%1 .. STUCCO ON FRAME - 7/8" 3-GOAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER - RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLAS73"UP CONT SELF AD FLASHING TURN WALL---,,,,,: SHINGLE PER SPECS --- STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT --- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN-- NOTE`. ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN ---- SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---.- RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS- __ ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" k" ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS j R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. > WALL FLASHING CU ©- R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED s- C= FIBER CEMENT SIDING AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER p Q FIBER CEMENT SIDING PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE �_ Cu - �- PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO WALL SHEATHING PER PLAN +� 0 U? THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. CU WALL SHEATHING PER PLAN Co SHINGLE WATER � -0 SHINGLE WATER as RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C= C7 a) OVER FLASHING— HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O m_ RESISTIVE BARRIER C _ OVER FLASHING---�--�, WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE 0 %> STARTER STRIP FLASHING _ UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� T3 4° `° JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED Ln CU i Q STARTER STRIP O? m CONT SELF ADHERED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE ._ �+-- FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NQ.15 ASPHALT FELT I— -0 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING COAT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1.LO SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE eo STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO a EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8° UNDERLAYMENT-• , PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INSTALLED IN 00 ROOF SHEATHING TURN UP WALL MIN 8" a' ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE PER PLAN BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6 6" , DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT, FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE Wp 1 r-� ROOF TO WALL SHINGLE TO SIDING W � 1 � ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE I-" L �VJ BUILDING STRUCTURAL FRAMING COMPONENTS, 3It_ 1 i_r11r SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: _-- TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW t; WALL SHEATHING PER PLAN--- ____ ` ---- AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL '`- WALL SHEATHING PER PLAN ----- FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS ' RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER -FLASHING MIN 8" -�- _ OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: °d STARTER STRIP °° STARTER STRIP--- -- in 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED COAT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING CR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 07 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A °O STANDING SEAM METAL `t C° REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS---- 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. COAT SELF ADHERED 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL—,6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF TO SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL W P 14 311=1 1-011 W P 1 5 FLASHING AND WATERPROOFING METHODS TO BE USED. APR 0 8 2023 C� Cu t,►0uai Review Assist, Inc. Q Plans Review completed and approved � . � Q for awom plianee rIith the 2020 HE 7th Edition 0_ bydehra Anne Mahr PX23dg < 0 0 =3 a s_ 0- U' �--+ m C1 w Q z Q SHEET N0, WP 2.0 I III IIIIi.: 1i-7f TT- � � - - - - I. ..I -�'.�- 1 114 'L!'A i fh i��i,�lr. h,. l�l7".I aFl nl 7tTllfF e: e�'4 GUU�i c�tlir�4nli'.IFT1.m .. i T�,I � k.I:�a"i I I II I 1 11 0 1 v STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--------,,. WEEP SCREED-------., 1/4" AIR GAP ~� BETWEEN WEEP SCREED AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR----_.� TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN --- 311=1 1_011 11— 1 1-011 W WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED --- WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL --- PT 1X BLOCKING — COUNTER FLASHING----.�� ``� 00 PAN FLASHING 6" MIN----__� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"----- ... ... .... . .. CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS--- — 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN -- NOTE: r. .� ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL 3LE ROOF PER SPECS RLAYMENT iINGLE OVER EDGE SHEATHING 'LAN EDGE UB FASCIA ADHERED WRB TO ALE OVER WRB ON BELOW INUM BRAKE METAL WRAP BACKER ROD >EALANT CO'T MOULDING OFF BRAKE METAL IN CO ON FRAME - 7/8" kT SAND FINISH STUCCO :LF FURRING LATH ON 2- ;S OF WATER RESISTIVE IER COMPLYING WITH E2556, TYPE 1 (TYP) SHEATHING PER PLAN RAKE WALL WP16 W001 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRI HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 311= 1 1-011 HEAD WALL LE TCJ WALL SHEATHING PER P FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING — STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING----____-'` PAN FLASHING 6" MIN ---_�� ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"--, CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----_._ 2X NAILER SECURELY FASTENED TO DECK ROOF SHEATHING PER PLAN--------- I�7 FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS, EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 01 DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING WP17 SELF -ADHERED MEMBRANES USEDASFLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES, 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400, 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION, 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. APR 0 8 2nal e v/RA Vi"ILal Y'eview Assist, Inc. Ce14]lked and eppra '" 2 r�ipaP ego: t0th the 2020 FBE 7th Edition nrho Winne fflmhr PX2300 CD CU .C' Z3 N CD- C Q 2CuT3 Qa 0_ 0—CD Q 2— © Q) Cu 0 Cry u— O . cn zi cn Qa O 2 .E I— CCz —0., d U) C:L 'Q 0 0 w d Z d IL (D U) Cu O Q C..7 0 O L- 0— CU m m SHEET N0. WP 2.1