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HomeMy WebLinkAbout6425 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHINCAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE / AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS COVER SHEET CN o AHU - AIR HANDLER UNIT MO - MASONRY OPENING 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE Q ALUM - ALUMINUM # -NUMBER A2 1ST AND 2ND FLOOR PLAN Lo 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION ��%°���-+':�,-�� AT -ALUMINUM THRESHOLD OC - ON CENTER 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A3 DETAILS e . AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 1. TANK TYPE WATER CLOSET VOLUME 4.0 PLAN REVISIONS A4 2ND FLOOR - ROOF FRAMING PLAN �. , - - - -,'"<' AVG -AVERAGE OPNG -OPENING {, ;`�;.�`: 00 1.6 GALLONS A5 EXTERIOR ELEVATIONS & ROOF PLAN �_ ,In BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 5.0 PERMIT COMMENT REVISION A6 1ST & 2ND FLOOR ELECTRICAL PLAN f- c. ?, BM -BEAM OPT - OPTIONAL BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 INTERIOR ELEVATIONS �� , ., a BLDG - BUILDING OH CABS- OVERHEAD CABS PUBLIC FACILITIES LAV 0.5 G.P.M. SNO STRUCTURAL NOTES �' Z BRD -BOARD PNT - PAINT FINISH PRIVATE FACILITIES LAV 2.2 G.P.M. 7.0 FLORIDA BUILDING CODE 7TH -DITION (2020) UPDATE - �•� STRUCTURAL NOTESw SN1 ' I 8.0 ADDING K, L, M ELEVATIONS S3M/S FOUNDATION DETAILS' ',''t.p BRG - BEARING PTD - PAINTED SHOWER HEADS 2.5 G.P.M. , ( ';' _ BTM -BOTTOM PED -PEDESTAL BUC - BUILT UP COLUMN PERF -PERFORATED 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S4 FRAME WALL DETAILS 3. ALL PLUMBING WATER LINES r. CAB - CABINET PLT -PLATE TO BE CPVC S5 ROOF FRAMING DETAILS 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD S6M/S WALL SECTION DETAILS CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS o CLG HT -CEILING HEIGHT LB -POUND JOBSITE CONDITIONS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT ST STAIR DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC S11 PRECAST DETAILS COL -COLUMN PT - PRESSURE TREATED CONC -CONCRETE PB -PUSH BUTTON RESIDENTIAL CODE S12 PRECAST DETAILS CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA1.2 PRODUCT APPROVAL INFO N 4) > o 0 0 CTR -CENTER REQD - REQUIRED PA1.3 PRODUCT APPROVAL INFO N.rj c RAI. CJ - CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA14 PRODUCT APPROVAL INFO "' co DP -DEEP OR DEPTH RO -ROUGH OPENING �- t3 u a DTL - DETAIL RS - ROUGH SAWN Q GUARDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL INFO N V M DIA - DIAMETER Sc - SOLID CORE SH 1.0 HURRICANE SHUTTERS 4)5 0 8 DIM - DIMENSION SCP -SCUPPER D STAIRS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS �'� " a a DISCON - DISCONNECT SCRN -SCREEN SH 1.2 HURRICANE SHUTTERS �N i w O .� a� # DW - DISHWASHER SIM - SIMILAR V N c DR -DOOR SHLVS -SHELVES CHIMNEY &FIREPLACE SH 1.3 HURRICANE SHUTTERS Q� L a E M m DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 SH 1.4 HURRICANE SHUTTERS o a DWG - DRAWING SH - SINGLE HUNG WINDOW SH 1.5 HURRICANE SHUTTERS EA -EACH SGD - SLIDING GLASS DOOR ❑ EGRESS WINDOWS WP1.0 WATERPROOFING DETAILS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV -ELEVATOR SQ FT - SQUARE FEET 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED WP2.0 WATERPROOFING DETAILS EQ -EQUAL SQ IN - SQUARE INCH BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. WP2.1 WATERPROOFING DETAILS EQUP -EQUIPMENT STD -STANDARD EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND FG - FIXED GLASS TOC - TOP OF CONCRETE INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD FD - FLOOR DRAIN TOM - TOP OF MASONRY GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER FLOUR - FLUORESCENT TYP - TYPICAL ENCLOSURES TO BE TEMPERED GLASS FTG - FOOTING LINO - UNLESS NOTED OTHERWISE FR DR - FRENCH DOOR VAC -VACUUM °w w ( w w O GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR Lu W w p Q � � 14,0 0 z GA -GAUGE VERT - VERTICAL TO BE TEMPERED GLASS. (SECTION R308) X O U a� X � 0 3 p N LL vp o 0 GB - GRAB BAR VIF -VERIFY IN FIELD Q � cn 0 � z `! E o o m c GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: O O 0 Lu a > (3 w w ;w z LL 0 ¢ o GLS -GLASS V -VOLT O Z i a. ZR0 wz�wvon. GWB - GYPSUM WALL BOARD WC -WATER CLOSET U a ~O w t- P 2 w p ¢ A. DIMENSIONS INDICATED ARE TO: O O o M o GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL LL ¢ 0 ~ LL HD - HEAD WL - WIND LOAD A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF CORE -STUD HT - HEIGHT WWM - WELDED WIRE MESH HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL INT - INTERIOR WD - WOOD CORE -STUD N LVL - LAMINATED VENEER LUMBER A.4. WINDOW OPENINGS: \ LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING c 0 Lu LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING �` P-+ MAX - MAXIMUM Lf)MATL - MATERIAL A.5. DOOR OPENINGS: �"� j = MFR -MANUFACTURER A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING ►-� �O MECH - MECHANICAL A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING 0 M O MTV -METAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN a J LA MC - MEDICINE CABINET MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR MIN - MINIMUM FACE OF DOOR FRAME V) h A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO < Lu a c ,M-•i CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR SYMBOL LEGEND. FINISH SURFACE TO FINISH SURFACE z < 00 A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, W ❑A = STAIR CALL OUT HEIGHT OF SHEET NUMBER TRUE AND PLUMB. WO STEP DOWN 1 INT ELEV NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING t.O FOOTING CALL OUT - ORDER: C = SEE FOOTING STEP DOWN ARROW SHOWS C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.3. FRAMED WALLS EXTERIOR 1 CA. FRAMED WALLS INTERIOR ELEV NUMBER C.5. DOORS AND WINDOWS N N N A9 ARROW SHOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT UNLESS OTHERWISE NOTED A 4 q OUT - SEE LENTEL EXTERIOR 1 O T- v- SCHEDULE ELEVATION MARKER Al SECTION NUMBER E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE N N N FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED o 0 0 44---ARROWSHOWS ELEV NUMBER SHEET NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF LEDGER CALL OUT - SEE SHEET NUMBER THE STRUCTURAL MATERIAL DRAWINGS GS SHALL ULED LEDGER SCHEDULE 4 G. DIMENSIONS SHOWN ONINDICATE THE REQUIRED SIZE, LOCATION OF CUT CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS 2 2023 0 0 0 JUl °0 o 3 DIRECTION OF VIEW AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING W 00 00 0 0 o r- MULTI VIEW INTERIOR SECTION THE DRAWINGS. 0 0 0 0 0 0 0 ELEVATION MARKER MARKER N N .o N op N M Assist, Inc. � N & a o c� yvirluskevieweted and apprn o o o o Plans Review comp O c liance with the 2020 FBC 7th Edition ' g for comp cn by Debra Anne Klahr PX230 r- o 0 0 0 0 0 NUD > I T- I N M I � I Ln CD I r-- LO ' 00 0 Z Z � W fn -- w 0 O 0 Q 2 0o < NARSM O a = Q z ZW -� cl: I.-� LENNAR TAMPA DIVSION �' =m=z 4600 W CYPRESS ST, SUITE 200 < W 0 TAM PA FL 33607 NOTICE TO BUILDER & ALL SUBCONTRACTORS '�' a Z Q 1 Oagw 813. 574.5700 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE }" Q V (n z z BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z = Q p LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT Z ~ U HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL g SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE V a INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE O 0 COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR W o: MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION z c S M FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE o INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 1871 ATLANTA DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK V_ LAST PLOT DATE CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > May. 8, 23 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. z O j COVER SHEET 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) A7 T a co ELEV - 0'-3 1/2" — 12 30'-0" 6' X 3' 5'-2" 3'-2" 3'-4" 3'-4" I(51-4#1 4'-8" ., 21-0" HB 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. X ❑ ❑ ❑ ❑ El ❑ ❑ I EI I I B � I © ° - v I �i p I CV 0? N p 71-311 CJ LAV i SINK _ p � in i 4 L___ — O i --- — — = = = � — — — -- — I o00 M I II o 0 6 ❑ p I LL 00 Cn 5 3 1/2" 1 1 5 15 3 3/8 _� CCcq I D S3 ;' p V`81e. a C _ N 1—I I fV I O 9 �I 10 �I �/H p CDi i I O ELEV. o III 0'- 4" H o ii =L CJ it U� -- — I �-r-- --- d - 2„ p it I tc � CC B i S3 9'-10 7/8" 10'-8" __ CJ p A� ii I 13--- -------- — --- CL i fV C J J I s3 ° B M C 3'-5" 3'-1" 3 Hg - o L Y I o p , p ❑ I — ❑ ❑❑ ❑❑ ❑ N ------ ---- - A I 1'-4" 7'-4" I 1'-10" 16'4" 1- - 10" 10"— 8'-8" 21'-4" TI 30'-0" (-) 3 1/2" = LL 9 Ur c o A7 FOUNDATION PLAN - ELEVATION B 1 /411 = 1'-011 J S6 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = 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 U 1-1/2" DP X 8" WIDE RECESS (3) 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE U SINK - KITCHEN 6O REF 7� WASHER U W/H U 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 DA THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. �G PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. �u� Z ti 2023 virtual Review Assist. Inc- d Plans Review completed and approve for Compliance ra�Annethe K aho PX2300 Edition by Oeb M 0 Q 00 r- � o co LO V� a , - r Z W LL , - wN �R.lir6 I.L. Z a N 4) N LO -- E L 'L ,0N. O M co - ;w co NU i� u a W ` L O [ u g O Ogl�a ,N LL N O V Lc; �21a 'o� �' � w ~ W J w - Z 0 WC0Lu < < � uj �0 � cl)0��� �oo�F DU' ���oZp�O�m���ca.� CJ O O O z �a 0z o�zLLo�6 �a�Ow _6wZ010n, a u- Q0ui ��P 9 o a LL O w 0 N W 'O Fin t-O O O I\ In J Haab z 00 l— Z W � 0 J N N N O O O O r r 0 0 0 0 0 6 _o6�� co ac o� o O O O N O N O N O O N O O N O N O N A N O � r O O ob O cV O N c O O O O 0 1 NLo N 0; 0 V 0 LO 0 co 0 r-- M co Z Z O �/V W owCO U O 4-1 O Q Oa=Q �� z ZW�x f— m=oz =Z VO~M 1� 1, M Z x Z Z LL LO Lu �i Q �„ Oagw U�Zz O � z , Sao • �g U L) a 0 0 z Z W W` I ` N � LAST PLOT DATE >�. May. 8, 23 Z 0 �� FOUNDATION PLAN B I1 0 HBt NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" — 9'-10" 15'-6" LINE OF ROOF n ABOVE A7 SH 35 HD AT 7'-4" 11 CONC. -AD 5 DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 3'-8" 5'-11" 4 6'-9" X-1" 1'-11" 2'-4 3/4" 7 5/8" I I _ 2X4 KNEE Q 6" PLUMBING N STACK WALL WALL, TOP AT 34 1/2" := ICARPE_ I I TILE NC14 00 II I KITCHEN 1 _ I 14'-1" X 9'-6" 'DW 8'-8" CLG DISP SAL I ♦- M 0 14'-8" FAMILY ROOM 17'-11" X 13'-3" 8'-8" CLG o iv I U 00 00 M - N 0 C I N I 20 MIN FIRE ;o- - - - RATED DOOR W/ WEATHER STRIP N LINE OF.- FLOOR ABV 4" INSULATED BRG WALL LOW 11 � SLOPED _ __ 10 ACC WALL ------ 3 io 9 �3------ 36" HIG CONT. ----- RAILING FOYER 6 RPET 4 --- - TILE 3 ----- 1 21 N I I C?UP I I v 12" H H 1/2 34, AT 7'-4" T MP.GLAS M I 2'-9" 1-2 1 qT———— — — a- —— ENTRY 8'-8" X 4'-4" I 7'-4" i 2'-8" I m BO w� ~ TIE BM AT 8'-8' 9 A7 m� 111 F- REF B S6 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 , S12'1873- FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE TOP _ AT 18'-0" 09 �60 Q J068 v J S6 wHOOD/ RANG 1 S6 O NTRY SH \ o 0 4" INSULATED BRG WALL PROTECTIVE BOLLARD D S3 CC S3 TWO CAR GARAGE 20'-1" X 20'-0" D S3 --------__-____ LINE OF GARAGE IN PEN POSTION I I I 16070 ----------.----- - - - - - LINE OF -7 STRUCTURE ABOVE 16'-0" 2'-8" 21'-4" 30'-0" FIRST FLOOR PLAN - ELEVATION B 1 /411= 1'-011 HB 2'-10 3/4" SH 25 ID AT 7'-3" EGRESS N r.. 4 - - fV �+1 fV OWNER'S SUITE 14'-7" X 12'-8" 8'-0" CLG 30'-0" 27'-1 1 /4" DRAIN — SHWR HD & VALVE - ((47BF IO 20 0 0 ca N C LOFT a, 14'-7" X 9'-1" ;n 8'-0" CLG AHU A/C RETURN , UNDER DOOR i cM N r` U) 1 �' = 411 IV M A3 4'-11 5/8" X-8" "v v J 16 _ 15 FRAME N LOW WALL WALL ° 14 _--- "' 42" H. 13 SLOPEDLOW 12 11----- N WALL 10 NN ----- 3 A3 7 BELOW - - - N 36" H. - 6 CONT 5 --- RAILING -- -- 4 ---- 00 M 1 2 13 � I I I II I I, SH 1 f2 34 Lo HD A 7'4' v FRAM WALL' 41-4" 4'-4" 8'-8" 9 W LINE OF \---BELOW ROOF R&S 77 --- -� OWNER'S BATH 2668 5'-4" 5'- 7/8" 6 0 FLR TB LINE QW.I.C. 06 ° , of S&R -- - -- - -- -� - (2) 2068 BF R & S 4'-10" V-2" " 2'-11" 11" T-4" W/S AT 2668 60" AFF 6" r 22"x36" UTILITY, 2868 ATTIC ACCESS 6 WALL w A — — i _ I= Q Uj U \ 8 A7 � �_ U ~ DRYER 2668 Q VENT HANSEN BOX 2668 R & S (2) 2068 BF 1668 (( 0 D4� SH N BEDROOM #2 10'-11" X 10'-0" V-0" CLG - N W � W O W 2'-10 1/2" 1, 2'-10 3/8" j. 1'-3 1/2" 4" v M _ 6" WALL BATH #2� 7 A7 TB TP \_ _. R&S (2) 2068 BF 0 N BEDROOM #4 BEDROOM #3 9'-10" X 9'-11" M 10'-0" X 11'-1" 8'-0" CLG S6 8'-0" CLG TYP. FRAME HD AT 7'-2" SH 25\ / WALL EGRESS HD AT 7'-2''-- EGRESS 5'-2 3/4" 10'-8 1/2" V-4 3/4" 21'-4" - 30'-0" SECOND FLOOR PLAN - ELEVATION B 1 /411 = 1'-011 B S6 J 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 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB p = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A❑ 16 AT 7 9/16" 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) ,u` 21 2023 c. Virtual Revieweted1and appr v plans Review comp dn far cemplianCe a1Anne K ahr P12300 by Debra 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 INTERIOR END AREA (ft)2 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 ' / M N 0 N 00 • �> to 000 0 Q � LH T -' rm Q }� 01 W w 0 Q E L �Ir �O W \ ci U _ ai p coco tN C (D5 0r T� vI O 8 a m .N N w aN c 00 E m t` � a w W W J W O ''�^1 V LLI Q U X:)g_j(00�0ow„°0 Jo °OX-Q1z,�w_z� J �- O�mZ= ~ 0 � O Z aINw W 05z W U Oa'>mww 0ww<d J ILL a�a°W�V5"Z-2U Ow CHI— 2 z a Ow O M 0 ILL a O F-aw 0 O 1`4 OW U�o O I� Q J Ln z~aa'� b ;8 < Z F- Z - w � o 0 0 0 eM 4 0 0 0 O o O 00 Qi CD ao .— 00 O N O O �— O O O O O O O 6 N 6 O r O C 0 00 0 N 0 A N O 0 p NCV N `- .- a 0 M 0 tt 0 1141) 0 (D O ti LO 4 Cr MI Z Z W �/V ) c!1 a O f) 0XLUS Lo-0 Z Z LU H �m0z = H = Z Z �j` J Q 5.�Z LU W T-1 a Z z a U�Zz a w O Z T-1, ¢ 0 ry • � Z g U Ua 0 0 00 d z Z w LLJ M O LAST PLOT DATE May. 8, 23 1ST & 2ND FLOOR . . z 0 PLAN B LOFT \ \ 42" H. SLOPED \ � LOW WALL ENGINEER TRUSSES 1/2" DRYWALL-` PWDR BATH NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. \ SEE SHEET ST \ FOR STAIR DETAILS ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER 2 STAIRS SURFACE AND ANY — — — A3 SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 � I I I I (3) 2X12 STRINGERS STAIR SECTION 1 /211 = 1'-01' SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" ,r1" NOSING io RISERS CUT FROM I MATERIAL TREADS CUT FROM Z'_2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0„ r i � LANDING STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — V 44 G A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((14D W/A( STRAPEACH SIDE CENTER NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. l�L 21 2023 virtual Revie ,Qiediand approves plans Review comp lianCe with the 2020 FBC 1th Ed for combs Debra We mahr M30D i M N O Y �! 00 •1 La �' t� i 00 • .Wv' LO AL Z LCU LU Q U1 W N LO - E L. C, 01 u W C) M co ti u 0 �8 `o CJ p Q Up'°T* •Ni ULUaN o E( 7N L .5-) v a 4 W W LLI LU Uj i--~ � � � OZ� 0 C7 Q Q U wji_j(n0?:M 00LL D�OJZ,i LL�Z�O0�aa O cnLLJ Zowo�mZ� �oaa.�zYo MWX- � pxa �O OZ �a<—< LUa-V5-.,�Z00 O V0Q a 0¢ LL �ZdU_ 3 CD O N OW � = O ,�.���OO O Q t Ll') J U W ce a i a>-a00 ~ z 3 w Jo el N N N N N N O cvi T- qt r• N O N O N O O O O O 00 ai cD T- 00 � T- N O O O N 0 N d) 0 N d7 0 N O 0 N 0 N 0 N N 0 N A N N O �- � ob O � 0 LO O 0 00 o 0 0 0 0 N � �- 0 N 0 cri 0 v 0 Lo 0 c0 0 r` cr M (n Z Z O w vV WU�> W v_ � O Q Vo�s Q b W LU Z ZLU~� 2 m LU z = � z Q > mzQf LC) W tM�. w Oimz U O Q Z T-11 U z z ~`r0 • Z U 0UC 0 m z Z J LlJ M O LAST PLOT DATE May. 8, 23 Z 0 . J DETAILS 71 JV -V FRAMED BY BUILDER 26'-0" 2'-0 3/4" M 0o CV v � w 0 LO o FT5 Ffs F II BEARING HEAUER F TB - LL G100 II II II BELOW II II II II II II --- -- FT II LAZ INT. BEEARING WALL FT7 SE ON TOP OF FT3►W LINE OF FLOOR IL-----__ ABOVE I r-------- II II I II J II ¢ I II C7 Z i I L�i II II m II II Z I C�J C O BEARING WALL LL Y -v FT2G 4" CANTILEVER 2X8 LEDGER FASTENED TO EACH STUD W/ (2) 1/4"X5" LAG SCREWS. FASTEN TRUSSES TO LEDGER USING SIMPSON LUS262 HANGERS 8'-8" N c "c M LO 0 N SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1'-011 SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /411 = 1'-011 Total Truss Quantity = 93 O 1 i _0511 16 21 -011 TYPICA, 5' 5MACK COFMF\5�f LV�ING ANb 5PACIN6 CJ3 CJ1 Kr,MP, fO LNG, PACK FOp CONN�C110N, CJ5 M U LO U III II II li o-ll 16 21 -0'' TYPICAL 7' 5MM9 C0PMP\5�f LVLING ANn SPACING 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 CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. General Notes -) 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF 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 PLuMr cur 4-1/16" ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFT'S OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY w • �W0�/0 LOAD DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 07/01/15 RA01 LC7,EXTENDED FT3A JMD 08/07/15 RB01 ADD FT7 JRH 10/21/16 RB01 LC9 JTH 1217/17 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 C01 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 VirtuaVRev%ew ""'­Aeg competed anapprov Plans Review . 2t120 PBC for compliance w� Angie K1ahr PX23a by Qebra HANGER CHART 4 b,= HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) = HHUS46 (SIMPSON) I.ab6!ed I".nd Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or I as 30' to 60' Span Spreade Bar 1 60 degrees or less I� 1/2 �I 1 2/3to112 _I To line span approx. Ta line i spen approx. REFER TO BCSI -81 Truss must beset this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. t}A°�# DESCRIPTION INIT. DATE RF01 RELABEL ADD 7G4 MAW 10-22-21 IR F01 DELETE PROJECT 7G4 GSB 2/22/2022 G01 REV. SPACING JRH 08/22/2022 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 0, N, W, WINTER HAVEN FLORIDA 33880 PHONE1 (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/1 CCA PROJ/MODEL/ALT .7A2/ 1871B ALT DESC: OTC LOT BLOCK FEIGNER PAGE .JMD DATE 07 01 2015 LAN# SCALE .N319839R 1 4" "=1' M 0 N 0 0 ' "^ Cy 00 ft LO -6 w -� o r U) Q ®" ,' z d,> r w 0 w 0 z to O L0 ' E W L i1 o 0 M C ti ai E` �8 :, ¢ "N t' w O. V 1n < Q C o N � rn oCL o V, ow WOH W(� a �¢R_,O�LL000_JO =�LLCj Q Q U ) 0 ZLLQZ2Df- � 1.— 0W0_OWOom�Z1O O nCLjM,WwmaZ=� �w��WLLdOLu )0O Z QMza U_ pw F.¢ OZ rO �9 aLL O N ,0 v W I � 0 F.>.F U% I'D O in O Q tn— CL J Ln ~ 2: V) LL F- a a ro dQ00 Z H W �� 'Cr J N N N N N N I 1 � M O � N N N O O O 06 6 o CO 00 DD O O O N N N O O O O O O O N N N N N N N & O O Ob N M N O 41 1 1 !� 1 r- O� O O O N 0 0 0 0 0 O 0 � rr LO ��-O00000 � � N M 41 I,n CO I, Lo Z z Q Wzg Win � W U 0 Q Vo�o �O a 0a..I Z ZW~� �r 2mOZ � z U� Z�J wzW r-Ii ZZw iz W � 02w0Ua(10�O Zz T"'1 =Q0 Z I' F- U Ug 0 O m � a z A4 W LlJ � N o O LAST PLOT DATE Jul. 10, 23 . . z 0 2ND FLOOR ROOF .__I FRAMING PLAN B CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 0, N, W, WINTER HAVEN FLORIDA 33880 PHONE1 (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/1 CCA PROJ/MODEL/ALT .7A2/ 1871B ALT DESC: OTC LOT BLOCK FEIGNER PAGE .JMD DATE 07 01 2015 LAN# SCALE .N319839R 1 4" "=1' M 0 N 0 0 ' "^ Cy 00 ft LO -6 w -� o r U) Q ®" ,' z d,> r w 0 w 0 z to O L0 ' E W L i1 o 0 M C ti ai E` �8 :, ¢ "N t' w O. V 1n < Q C o N � rn oCL o V, ow WOH W(� a �¢R_,O�LL000_JO =�LLCj Q Q U ) 0 ZLLQZ2Df- � 1.— 0W0_OWOom�Z1O O nCLjM,WwmaZ=� �w��WLLdOLu )0O Z QMza U_ pw F.¢ OZ rO �9 aLL O N ,0 v W I � 0 F.>.F U% I'D O in O Q tn— CL J Ln ~ 2: V) LL F- a a ro dQ00 Z H W �� 'Cr J N N N N N N I 1 � M O � N N N O O O 06 6 o CO 00 DD O O O N N N O O O O O O O N N N N N N N & O O Ob N M N O 41 1 1 !� 1 r- O� O O O N 0 0 0 0 0 O 0 � rr LO ��-O00000 � � N M 41 I,n CO I, Lo Z z Q Wzg Win � W U 0 Q Vo�o �O a 0a..I Z ZW~� �r 2mOZ � z U� Z�J wzW r-Ii ZZw iz W � 02w0Ua(10�O Zz T"'1 =Q0 Z I' F- U Ug 0 O m � a z A4 W LlJ � N o O LAST PLOT DATE Jul. 10, 23 . . z 0 2ND FLOOR ROOF .__I FRAMING PLAN B BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/1 CCA PROJ/MODEL/ALT .7A2/ 1871B ALT DESC: OTC LOT BLOCK FEIGNER PAGE .JMD DATE 07 01 2015 LAN# SCALE .N319839R 1 4" "=1' M 0 N 0 0 ' "^ Cy 00 ft LO -6 w -� o r U) Q ®" ,' z d,> r w 0 w 0 z to O L0 ' E W L i1 o 0 M C ti ai E` �8 :, ¢ "N t' w O. V 1n < Q C o N � rn oCL o V, ow WOH W(� a �¢R_,O�LL000_JO =�LLCj Q Q U ) 0 ZLLQZ2Df- � 1.— 0W0_OWOom�Z1O O nCLjM,WwmaZ=� �w��WLLdOLu )0O Z QMza U_ pw F.¢ OZ rO �9 aLL O N ,0 v W I � 0 F.>.F U% I'D O in O Q tn— CL J Ln ~ 2: V) LL F- a a ro dQ00 Z H W �� 'Cr J N N N N N N I 1 � M O � N N N O O O 06 6 o CO 00 DD O O O N N N O O O O O O O N N N N N N N & O O Ob N M N O 41 1 1 !� 1 r- O� O O O N 0 0 0 0 0 O 0 � rr LO ��-O00000 � � N M 41 I,n CO I, Lo Z z Q Wzg Win � W U 0 Q Vo�o �O a 0a..I Z ZW~� �r 2mOZ � z U� Z�J wzW r-Ii ZZw iz W � 02w0Ua(10�O Zz T"'1 =Q0 Z I' F- U Ug 0 O m � a z A4 W LlJ � N o O LAST PLOT DATE Jul. 10, 23 . . z 0 2ND FLOOR ROOF .__I FRAMING PLAN B l ROOF FINISH PER ROOF FINISH PER 12 5 ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS 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 DETAIL - 8" TRUSS HEEL 61 1-019 /4 =1 HOOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS • METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 3/4 it 11-011 6" o co 0 00 EPS i�l FOAM iv BRACKET DETAIL 8 5" 1" 3" 1, fV CV a o00 00 EPS ii 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" • 12 T.O.M. —75 METAL DRIP EDGE (S) A23 2X4 FASCIA ALUMINIUM •. 2'_0" WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3116" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 04 0 0 0 0 0 8" V-0" 1'-0" 1'-0" 1'-0" e. LEDGER DETAIL 11 1-011 3/411= 1 ELEV AT 18'-0" T.O.P. _ 3/4" STUCCO --- 1 ON FRAME CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" _ 1ST FLOOR FF CASING BEAD W/— WEEP HOLES OVER FLASHING 12 51 WEEP SCREED ------, ASSUMED GRADE FRONT ELEVATION B 1 /411 = 11-011 SHINGLE ROOF CONTROL - - JOINTS- - -- C? �O ow lV 2 9 ONTROL JOINTS • r ,III ��IIIII�IIIII�IIIII��r- „�II II�IIIII�IIIII�IIIII�Ip1l�llhl._ • ■I/IIIQi�111�11111�11 11■11111■ IIQ�I1111�11.., �f ��''''�I■IIImI1111i11 Mma�m�II,mI11�I1111r11111�11111�•. : 1 .� 11�111�■1�1m11nmi11��11��111�11■II�III�I�III�/I�III�IrI1,I�rI11I�rI11�lt�r._ .niu un�nr■�nr■mn■n.�■�u■�min�u■�mn�innrnn�run�ram�in... 1 1 1 � ••- 0 5. • r JOItjT • Ii■I�nl■nuunml r� • • 1 1 1 /811 = 1 1-011 � i •• • - � II■1 1�I 1 1 1 �jl� �■1�� 1.1�11 Ii � III 1��,11� rrrrnr�rrn�nmram 11 w■n � 1 1 CONTROL JOINT I • rl 18'-0" II I. 1 z= ? U w CONTROL JOINT _ WEEP SCREED - 15 2' _0 A/C UNIT _ AND PAD 4 4 ELEV AT 0'-0" 1 ST FLOOR FF G5/8" STUCCO GRADE LINE ON CMU RIGHT ELEVATION B 1 /811 = 1 1-011 n 12 7/8" STUCC 5 B 5 ON FRAME ELEV AT 18'-0" _ T.O.P. - 1'-0" 12'4" ELEV AT 10'-0" �? 2ND FLOOR FF CONTROL _ JOINT ELEV AT 8'-8" _ � T.O.M. A/C UNIT 2_0 AND PAD 13'-8" 12'-0" z= �O o w CONTROL JOINT _ WEEP SCREED r ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE 5/8" STUCCO ON CMU 5 LEFT ELEVATION B 1 /811 = 1 1-011 CASING BEAD V WEEP HOLES OVER FLASHIN( 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'-0" T-4" .3'-8" 0 — — — — — — — — — — N SLa15E 31� w- O N 4'-0" OFF cJi)�ri RIDGE ROOF VEN I SLOPEUlu SLOPE �5:12 5:12—� w CL ON J �6 77 SLOPE SLOPE ---- ��5:12 5:12 I SLOPE io 112 L----- -------- ---J ' 141 -0 7r) - (D-1 �18 — 1 -0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALT. 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) JUL 21 2023 Virtual Review Assist, I c. Plans Review completed and approved for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN, OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 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 VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALT. BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT ` SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT ,r / M � o . N 00 L0 uO 00 d LO 46 • ° °�s. w 0 u,- 0; ��✓I,. Uj z N L N E U C v E N V �� a r q A, .o W 2 • ^N, LU C) N Eco L W 0 LLI W wW~q WgJ 0C -O C z r1WX_0 < C) LL0 W OzmO �On'oZLL rcoOmDz ]OI_Q I,_ I.-_ Z o Q00Jl<<o)z WO_Wa -C1 WLL Ow 9-F_�zow0p0¢ 0 cV OW V = O H O O Ln Q � L,f) J U-) LL Z 00 z� W Jo �o N N M N'N M O O o Mtn N CD A!N o ; o C) oho 00 0i , CO 00 00 O O O CV N CV N N N N CA N 0) O ..O C:) 00 O N M O O O O O O r O r- CV O C) o N L e- O N o M 0 't I 0 6f) 0 (0 0 P, Cr CO � Z Z ° LUoyo LU oW(0 a 0 Of LU -0 Z ZW�- Q W F-H r� ~m0Z (LZ3: Q 0 %- �LU ZW Z Z � g 0 � CL W C)�z z �„� Q o • Z U OUa o W � Z z Z w J W M 0 LAST PLOT DATE May. 8, 23 EXTERIOR Z0 ELEVATIONS & ROOF PLAN B �J 1 I LIVING ROOM I 2'-3" N PV (V OB� /LINE OF FLOOR ABV 1 FOYER R� =E ­1 �L GFI TO 2ND FLR ELEC 4'-0" \ C � c GFI ENTRY vvP N GFI AT 30" A. �.F�. N DINING ROOM 4'-6" V-7" GFI AT 30" A.F.F. \/ • • N \ GFI \,2 KITCHEN / HOOD GFI GFI 5'-6" 4'-4" A/C DISCONNECT WP GFI GFI � o REF I FI A N OWH -ELEC METER ELEC-�� PANEL TWO CAR GARAGE 0 N GFI �110V CLG i MNT. i OUTLET - I i 9 o i r Q � I i � I i i I LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /411 = 1'-011 GFI SECOND FLOOR ELECTRICAL PLAN (ELEVATION B 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH--- -- - SWITCH-- ° 4 1/2"---- DOOR JAMB---- DUPLEX OUTLET--2 co TRIM-----—, 0 BASE --- NOTE: 11 ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL- - CS - --SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR ( 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES } 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" ( WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE � TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE SW STRUCTURED WIRE OUTLET �— SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" PUSH BUTTON FOR GARAGE DOOR OPENER o DIMMER SWITCH AT 36" JUL 2 PUSH-BUTTON DOORBELL {A} CLG MNT LT FIXTURE (B) CLG MNT PREWIRE - FIXTURE BY OWNqII tual Review A Plans Review complet I {0� SURFACE MNT FIXTURE � for compliance with the 2 { WALL MNT FIXTURE by Debra Anne Kl p 40W A 6" ROUND OPALEX - ALTERNATE �TUB/SHOVA/ER CANS MAY BE ,4) 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY `C) 50W MR16 4" LOW VOLTAGE OWNER `(s) 50W PAR20 NFL 4" MINI ROUND RECESS (�?�l 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL { CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR (s� 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 iT,T 24 -u� 24" VANITY LIGHTING &F,� 36 36" VANITY LIGHTING ��48 48" VANITY LIGHTING EXHAUST FAN/LIGHT C EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND - 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR S CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) Q MASTER STATION ELEC PANEL M VACUM OUTLET AT 12" WA CEILING RETURN AIR ® A/C REGISTER () THERMOSTAT TR 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. I° P i (A N LO ry� E �� M '� M co -0 M E� u g m Q • V% LV Q N . N i o E�; LLI uj () LLI ❑ W Cf) W O F- W!-Q W J f f -2w Z QUX-'�O�W,,,0002 JO � O p cyu)w OZOE00680 zWG_Zzu O�09 ¢U C� fl) Z ,aCL ¢ILL �w0� U) 2U 0Q o 0 o��a w O N Lij O Q� CL JIB u- n t� 2023 Qui Qu? Ce a 4 Z Z W Jo St. e E ition 0 N 0 N 0 N N O N o CV 0 O 0 � C CO 0 CO CO CO 0 0 O O N O CV O N 0 O N O 0 CV 0 N O N 0 0 O N M O 0 r- 0 0) 0 CION O O O_ N Ln N ` O N 0 M 0 d' I 0 V7 0 (01 0 1, Lo Cr M co Z Z O WLLJ = wwv) :) O Q U Q ~ Oa=a z>, z X F ` } �m0Q Z �ZW Q }gr� 2 � 1 Z z Z LL 0a W O z W z z a0 • Z U U g CL O 0 W � Q z A6 z z �i W •NVV U r LAST PLOT DATE May. 8, 23 z 0 1ST & 2ND FLOOR J ELECTRICAL PLAN B 60 (V r O M O M 1 1/2" FILLER 3'-6" PANTRY 2'-0" I. L SKEWED KITCHEN 1/2 - 1 -011 / \ 601 T-6" 1 1/2" FILLER HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 411 BACKSPLASH 2'-6" 2'-6" 1" FILLER 1" FILLER 5 OWNER'S BATH 1/2 - 11-011 1,:i1 rLK rr PRE-ENGINEERED WD, TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION 9'-9 1/2" 2" FI O C7 HOOD \ / 4" BACKSPLASH--) N RANGE N M 0 801 12 FOOTING SIZES AND RE -BAR \ / 2'-6" L 3'-6" 2" FILLER C M SHWR HD VALVE LINEN CLOSET 3'-3" 4 1/2" OWNER'S BATH 1 /2" = 1'-0" UNIT '1871' - BUILDING SECTION 3/16" = 1'-011 5'-2" 1 1/2" FILLER T-0" 2" FILLER 1 1/2" FILLER 60 N io r PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF 3'-3" 1'-9" SKEWED 2'-0" 2" FILLER KITCHEN 1/2 = 1'-0" O M HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH- Ll X-0" L 1 1/2" FILLER 7 BATH #2 1 /2" = 1'-0" V-6" SHWR HD WALL — VALVE SPIGOT 2'-6 1/2" O i M OPEN TO 0o DINING ROOM 60 N a 2'-9 7/8" 0 00 iDW A7 0 \ o M / 2'-0" T-0" 2'-0" 2" END PANEL 3 KITCHEN ISLAND 1/2 - 1 -0 i i 0 M WIRE SHELF ::�, t0 `- 0 "HANSEN" BOX 220 VOLT - I- IJ --I F----- ----D- I 14 1/2" X 16" DRYER VENT RECESS M I I I I I I I I I I I I » I I I I 8 �/2 LITY 1 c c 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 11 1/2 - 1 -0 JUL Virtual Revie letedland approved plans Review comp for compliance with neeK ahr P12300 Edition by Debra O N V/ 4) No_ L o U -{— E t O U O �8 '^N` .0 U o I° " W QN 7 C W V 4 p E Sj! 0,)' ,m I W �w 6 ffF6 JOiuc) O��XJOIQZQO < Q OOU a 3WHOZOaoom°zQ (LwMWWMowZ�2 �± i cy Z UL ?WO.O W-O -�wdNWz2Uoad <OW 0 o 0 od�U_ H O N Ow U = O � t0 O O L1') Q N � Ln Q. ro zta- 00 LU W Jo J ko N N N oA4 000 o O 0 0 060� c0 V-- 00 V- 00 qr- O N O O CN CN O N O N 6 O N 6 O N 6 p N p N O N A <A N O i r- r- i o0 C N r- i O o 0)O O b N 0 ' NO U ! •L T- N Q M 0 '� 0 to 0 to 0 11- LO " CO� Z Z o w V1✓ � in W o O4 o �t �o�a oiz 'Q OaiQ Z zLUF� �— Q � ~moz LD Z J TI? �ZZLL Z w >. LU �aw O z rl; �>-w �dp Z U v g 00— z A7W z Uj � t N N � LAST PLOT DATE May. 8, 23 z B - INTERIOR J 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, ACC-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE iS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402.16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3, 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3, 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4, 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is regwreT 9. mBust be removed be�ore exteriorpsoltreatmentaralong the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 T-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 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. 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 DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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METAL LATH —,� WALL SHEATHING — 4---- X "CROWN) ' J� n I I t1•_.. 16GAx1 STAPLES - Co 6L O.C. E ,-1 RT BETWEEN I MeaJC I i i"I 16GAx1-1/2" LONG (3/4"-1'" STUDS ,NOTED THUS:-) -OFFSET CROWNI STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN - - - - O.C. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.214.21 SCALE: 3/4" = V-0' 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPA'JAX" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5-0" STUB -OUT FOR -' GAS METER 0 — a GV H C G 000 o :;r o 0 x • 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 HILLSEOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-81' (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-51" (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"-11" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 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 Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking ° 1/8" gap r r FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR 2ndDS above to bearing below. STUU SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2"min. 2" } gap max. � 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. 2x4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than isnnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1116" details in One 10d box areas=20 of high N or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam QD NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —, DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — to `� ❑ io 6" A %" ROUND HOLE MAY 6�� 6�� NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER�DO LARGER THAN 1Y2" THE WEB. PROVIDE AT )IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Round Hole Diameter fin) 2 3 4 5 6 7 8 8.875 10 11 12 1.3 R>�C'anguler Hole Side (in) 2 3 6 8 9 10 Any 16" joist S,r�an (ft) 8 V-0" 1'-1" V-2" 1'-2" V-3" V-3" V-7" V-11" 2'-4" 2'-9•' 3'-2" 3'-7" 12 V-0"' 1'-1" V-2'" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 V-0" 1'-1" l'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" V-1" 1'-2" 1'-2" 2'-0" Y-0" W-O" 4'-10" 5'-11" 6'-11" 7'-11" 24 V-0" V-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7,-2„ 8'-4. 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc We Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000s BCI6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 3-16d 14" 5-1 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8"0 THRU BOLT SIMPSC w/(22)' NAILS T R TRUSS 'OP PLATE 1.0 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/ Plumbing HETAL20 INSTALLATION 111L A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)I—I Nail with 10-10d nails. — � �-- -� Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °• a • FOUNDATION INFO 1 a STEM FOUNDATION Y \ Filler block. Nail with 10-10d nails Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners r not re required when to are q p required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist (D L D depth I -JOISTS BUCKETS N.T.S. GRADE , F. - r- REINF. SEE PLAN 'Z—A/C CHASE 4" PVC (2) #5 REEAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF ° SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d I I° a 14. 4. O° I ll1 •. I I * Ill 1�' III-Tr� JUL ) 1 SEE FND. PLN. V SIZE & REINF. Virtual Review PIPE VERTICAL THRUReview comet ---~liance with the by Debra Anne PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION r PLUMBING LINE --------- z •a • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 b' ° ° ° --- --- -- °f °a G �' 4 /QI I_LI I; IP .1 . SEE FND. PLN. SIZE & REINF. M O N o 00 kn _J , L16" d LL t W O w � 0 Z Q to N LO - E n� > o P o L 0 V! C U CV) co v } } 002a V) V -0 -0- M U co :) g § } C) .� S a LU aN ^` 0 L p E CO n W ow ai W0F WWa z�� XYZGC z LU (� W Q X02 <0a[rQLLU00 0 0 �InX 00foomOZ�U a�WoO _zU_�0CU-Z �QO JWC0 i � <~_0�2W 0X 0 OQZ ¢LL a u-Q O E 1 0 0 (V W 1.O LO = CD,>—,�tp0 CD Q LI) CL J Ln U LL LU Q LA ~aa� >_ Q Q 00 z 3:~ wo W �o 21 2023 l� N N CM N- eM N N N N ssist. Inc. e- A i 4 ed and approved o o o 020 FBC 7th Editi n . later PX2300 O Oi0 o Cxi oi W 00,00 0 N O 0 O 04 0 N 0:0 CV CV 0 CV N 0 N 0 N CA N CA O O — O — O O CV � 4 4' 0 0 O 0 O 0 p O .- N 0 0 O r N > O N O co O O Ln O CD O r- Cr Z wO vM() o0) �Z LU _ O oo� W LU -5 Z Zw~a = m Z 2 Z 3. 4' 5�z0 TI �ZZLL � LU 0 2z O z T-4 �Qo Ug a O W F. tY ZSN1Z Q Z Wti (y) � LAST PLOT DATE o May. 8, 23 Z 0 STRUCTURAL �. J DETAILS V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 2x Q.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE E UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 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 = m • ° I — — T 4 p I AMP PRE ENGINEERED WOOD — — TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - rrIIi I i t I I I TII- + i i� I 12 TRUSS (SEE UPLIFT SCHED.) W/ g (TyP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS IF 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ r 700/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 11 ° ° •, ° @24"0C 2 d ° °' . ., ° °•..' ° ' ° ELEV. -0'-3 1/2„ ? �31/2"MIN. ° ° ...d• ° ° ° ° ° °. °d d 0 d A.F.F. 0 2x4 CONT. °' ° . w a° d < ° GARAGE DEPTH VARIES ° 31/2"(min. - 4" ° a (2) #5 CONT. GARAGE SLAB AT STEP rB'�� U.N.O. TYPICAL BEARING WALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING STRENGTH CEILING 12" N 0 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C BOARD PER CODE (OR 5/8", 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O") (OR %8" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x 3.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. (12) 10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) (ALT: 1/2"02" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"00' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. 1/2"(min ° _ I I �_=I I I—I'31/2"(min.)- 4" )_ 4" �f— II-1T( '� m I 3 1 Olmin.) - 4" II 1�I -, =1 I_I=1�1 11! llIT=r�Tr'T7Illl�=jlll llli��7[lll '' 8„ (2) #5 CONT. 4 -4 8 MIN. U.N.O. MIN. D SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 SCALE:3/4"=1'-0" S3 GYP. TYPE "X" @GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o �\a�M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY M�N�\°3s 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT °° INTERVALS NOT EXCEEDING "x8 X16 KNOCK -OUT CEILING & 8" O.C.O. WALLS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION �'' NOTE: SCREWS @ 7O.C. 1U-0" (R302.11) SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C.126 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 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 HOOK DETAIL 3RD LAYER 118"THICK. 10d NAILS (IF NO UP LIFT ON @ 24 O.C. VERT. OR K.O. BLOCK PLAN PLATE WASHER TYPICAL — 5/8"DIA. EXPANSION BOLT @24 " lx2 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) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER (6) 1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) *SIMPSON SP1 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 SPACED EVENLY FIBERMESH ¢ BOLTS 6" MAX FROM 6 x 6 WlA x W1.4 N c ( ) w/ (10) 10d NAILS �, WEEP SCREED INSTALLED 2x P.T. PLATE ., BAR END OF 2" x PLATE WWF OR FIBERMESH ;, E d ARCHITECTURAL TYP" PER MFR INSTRUCTIONS o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U D p 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE N ° ' ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a p Z �,� — — — DD FINISH GRADE °D 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a II m D D 4L�l —al io1 P (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL p — °. [ ] II/2 GY SUM WALLBOARD SEE FOUNDATION PLAN °-I� _ W _ I ITI' ( FOOTING MONO SHOWN ;' U.N.O. D P. °° oo So FOR LOCATIONS) FOR CLARITY o ° R 6 MIL VAPOR BARRIER TLI P A. ° .' II�� � #5 REINFORCING BAR R 1 7/8" `� lx4 P.T. BASE NAILER D D D . ° 1 z I Ill— D Z —+ . L—III—III—III T— I III- o P° I --I�I I —I I =III —I I1=II= � III=- I I —I I1-1 #5 LAP SPLICE �- 9? NOTE: • I—'III—T—III=I I I� I I —I � � --IIIIII-- j� �• (2) #5 CONT. „ g — — _ ° • 111 LL1 11 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4 BASEBOARD U- * II "' COMP. SOIL. (COMPACTED TO =L ° — 8" 1'-4" 8" FOR BEARING WALL I=L=III=III=I I I� I I� ; g5%MODIFIED PROCTOR ASTM ' 1 J J J—I �' 10„ (TYP.) w W/ UPLIFT ONLY — — — — MIN. 2500 PSI CONC. SLAB a — II_ D1557) — II II #6 REINFORCING BAR #5 STD. 90 HOOK � —� � rr Err � -r-r MIN PSI MAY VARY PER o -� —JT—I I —IJ-� I I —I I I -II (LI_ '' 4" 1'-4" MUNICIPALITY. 4"x4" INSPECTION PORT AT M #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4WWF OR AT GARAGE, CONTRACTOR FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE RERAR DETAILS rF WALL w/ UPLIFT le, G "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE C 4 M � II LLL r °0 II D — � 6 MIL VAPOR D = z_ r BARRIER _—I p I� N COMP. SOIL. r- (COMPACTED TO 95% — — TTT--III— — I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT" 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA'�� SCALE: 3/4" = 1'-0° S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS Y z PAVERS C7 �2 I'''1111'IT7111TTj17ll� '+.� —'� JI..ILILIa.I—JI..ILILIll ♦.. :.. — 4" °P �IIIIII •' T 71�'7I •.e. '' T II 1 SEE A/S3 OR J/S6 1 Trr� 113" FOR REINF. INFO. MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION.�,S3,)SLAB INFORMATION. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° " �r GRADE 0 — — — ° ° 3(l) M 7 __ #5 REBAR w/ OPT. '.. I I +—I AL I [= 11= 11=T= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=l'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS _ fV ' CO)71 M —�� • _� III° 'r——� _ i*T 00 r III —II .. I—�II_IT SEE A/S3 OR J/S6 -I I I�=II FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. P T 2x 1/2" GYP. BD. VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS C,l ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN ° — - — ual RI TOP OF BEAM RIdN G SEE ROOF PLAN FOR STRUCTURAL _ _ — — _° ° . ' ° Q ° — - 11= for compliavi1 (2) HTS20 _ v i—_ � . by DeFffa R BEAM SIZE & N ' ('ONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ "�"' "�18" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 +�""'� z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE F ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB 0 CONNECTION INFO. SLAB STEP & RECESS S.G.D. Ol _ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a' 4 SEE DETAIL 16/D1 FOR �. w/ 1/4"x3" TAPCONS AT 8" j MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING r. . ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C' TO FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN r� (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS - z oo g GRADE a ° —j " TENSION 120#) CONCRETE SLAB d in FILLED SOLID (SEE PLAN FOR — Q a 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0 J - — �I ° ' . ° °• II-T-ITf-1 m °P c ° WWF OR FIBERMESH �, w p w w �LI=� '�_ — = V I--L(j-- E_ — — °' BRICK PAVERS or SLAB PER o rwn 0 0 = -I 1 • °� r z — - z a _—� — — M 6 MIL VAPOR - —� T M# BARRIER — ° — — — — — — jT( j jj 0'-0" FIN. FLR. COMMUNITY SPECS w ll- ° ° -LI l-J_I-ll a = _ - " Cr - - -FOOTING -� 41' 411 DATION (SEE SCHEDULE) FOOTING WIDTHLIT' MIN. CLEARANCE D INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N ------------ R M N O N to 0 LO 0, Q` o •- yr . • �•- � w D: 0 Q W 74. 0 q U +-} DOS a V) U -0-0— O 0 ° —piz8 v Ua < .Ni (� ` Lu CSZ N W L C •N O 7C) 0 04 0 W W �w wW w ' w22Q00 0 (� Q U QO�_j�O�a0)LL800 0 Z LL u Z _j 0 Z ~ Q O 0 a� w w w w w LL w Q 0 w J a. U) 0 Z a~wO��5) LIS oQ 0 0 0' ten¢ �a ��w b O O N _OW � = O Cn Ln J V � z Q W Q Ln C)� CL ,-I < Z O H Z Lu JUL 2 1 2 o �O i N M''M iew Assist" Inc. N N N pleted and appri ved o 4 the 2020 FBC 7th Edit o0 0 o ne Klahr PX2300 o O:� 0o ci co r- 00 T-r- O , O N O O N N o N 0,0 N 1 N O N O O N o N 0 N A O N O O 6 o0 O CV O O `t 0 T- 0, O 0 O O O �- O �- N O O NLO>rNci O O O 1 4Lo6r: O O O Cr M � Z Z o vV WU WWi-n 5 Q 0 Vo�o O IX_ LLI z zM I- �co0Z Z tz 3. J Q 5.<Z0 2 1� _ZZLL Da�Lu o 00 U)Z • z ,-4 F_a0 U Z V a O co z Z z J W M N Q � LAST PLOT DATE May. 8, 23 ,. STROCTURAL z 0 J DETAILS -MONO 12 (TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE —2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. SQ SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF, #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID /�—POINT EVERY OTHER „''+ STUD W/ (3) 10d NAILS 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX A. W/ 8" EMBEDMENT1, H 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.)—,, FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 BLOCK W/ OCK M (1 (1) NOTCH LINTEL WHERE REQUIRED BLOCK #5 FOR CONCRETE PLACEMENT J . - . -. • ' ' ' _ _lii! iill_ ■■ill III■■ Milli 1111100 ■■III lid■■ MIICI 111110111 ■■Ill ���■■ ■■Il� III■■ �IIII IIII� NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL, NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. C 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"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE . ad r 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 SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 , . ; POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL, RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT (i) SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE fOP a 9ARAGE i00R NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' 1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LS T A30 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 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 1 STUD (USE SP6 FOR 54 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op 0,4 FiI,�AVO U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C TYP) SEE ELEV, (ZUPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d / �\ EI NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS � _ SIMPSON HETA20 w/ (8)10dx1 1/2"IL NAILS AT EA. TRUSS VERTICAL O.C. MAX) w/ MIN. 4" EMBEIN AWEB(24" KO BLOCK AT EA. STUDW MAIN SPAN TRUSS MOISTURE BARRIERROOF UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 C.__ _ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 4g,SPLICE STAGGERED ' il! ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM ' SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. y If /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X P.T. SECTION PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RINTELS , SP4 SP4 d SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w Ua CO 2x TOP PLATE \!2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX, PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. f SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING 4 2X8 P.T. BOTTOM P TE C 5/8"xl0" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a 2X8 P.T. BOTTOM PLATE DEE ,. ,. 5/8 x10 J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) JU -(2) 16d TOE NAILS EA. BLOCKING • 2X8 WALL ABOVE Virtual R ENTRY Plans Review c K.O. BLOCOWT101iance wi #5 CONT. & by Debra FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING _�E K -_° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° U SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 1: tM 0 E' ay..a' Lo aD Lo -%,— �' 77 2 0 W Z Q to 0 L - E c ao o N Ral t M a _� �_ Ln V O u a 0 r u 0 Q N .i W I�� �< aN N i o E� CD n 0 (i (D W WF W _j W m � Z 0o�ccU)U_UoU-o W Q < U QOX J �fn oLLo_oOm11 c�L�U � 000 0 Z �Ua It jV5waW�nLLo ¢~wo9H��wp�U0¢ <occ S� o = oQ QdQ O O N 0 W (f N 0 O Q (n J Ln LL � W Q In OC 0- 21 2023 Z'i-� w 3: W -j C) do- view Ass nc. N N N mpleted and appr ived N N N the 2020 FBC 7t Edi i4 A 4 nne Klahr PX2300 CD O o:o O O O 1(101 6 (_ ao ° 00 O O NO O NO C— O N & N CD ;N O O N O N N N O N N (M O �- �- 00 O Ch O 'Itr 0 CD C) 0 0) 0 O O N CD O 0 N U L �' �- O N O ' CM O � O in O (D O 1` c 00 0 Z Z Z - LU 0 "� Q IL -0 0 of W Lo -0 Z Z IX F- W T. ~co0Z �3J 5.<Z0 Z Z L0 O a UJ O 2 cn Z z T-4 Q o • Z U CL OU O m z a Z Z w Uj M O LAST PLOT DATE > May. 8, 23 Z O STRUCTURAL _I DETAILS SIMPSON HGAM1( 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 g" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 45° t 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSHI - 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 SCHEDULEFOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO ENDpy BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C.EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od 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 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0"' INSTALLED PER MANUF. ATTACHED wl (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx3" @ 4" 0/C ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING EFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) IN SHEET S5 FOR T '- -BRACING, AND TOP " SEE STRUCTURAL HORD BLOCKING N NOTES AND NAILING JFORMATION " 00 ;0SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ JOOD TRUSSES c° 0o 1 1 00 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM x4 RAT RUN BRACING 1 1 2 1 1 2 " RIDGE FASTENED AT T 24" O.C. ON TOP OF EACH JOINT w/ (3) • OTT. CHORD FOR 4 10d & (2) 10d TOE RUSS SPANSt� ,TTACHED W/ 2 -16d NAILS @ EA. END T EA. TRUSS JOINT � (2) 2 x 4 LAMINATIONS W/ (1) ROW " it (3) 2 x 4 LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1 /2") OR EQUAL FIRST (4) ROWS OFol I/C w/ (2) 16d TRUSSES FROM EA. OENAILS @ 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 IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ,RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5/ IINIMUM 2x ,ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL("�i 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION ALII SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-/ ` BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 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 1 O/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 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 FASTEN WITH ITBLOCKING, 1Odx3" @ 4" O/C SIMPSON HGA1OKTw/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.0 DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"0/C D TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 2 BRACING w/ (3) 1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2)2 of x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"A 1/2" SDS^' ^ GABLE END BRACING DETAIL SCALE:3l4"=l'-O" 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 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. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C1>4 GABLE TRUSS TRUSS VERTICAL (2) 2"x8" IIL" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ��: NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN(" L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 21 COSMETIC DROP CEILING FRAMIN Virtual Review l'and Plans Review competed for compliance with the 2020 FI SCALE: NTS by Debra Anne Klahr P) WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30 -0 - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 9 LO 41 .P„ a `•,•y' ..' 1., , A} . Lu 0 _ 0 d N N LO --I E M Cq d N V Q- d it 'a- 4) C Z)O Ego LL. ^ D ' W 6 �' #k V 0 L. CD C a w ow woF- wHQ M w -zow Z CD LU <( U — Q�M J�O�o:(nLLU0U- <0 � ZE OZ20 D o I- 0 0 a x90 oFoom0Z ��n.jVnww--Zu_w� aoW° �Z �ma U)0z Wo 0a OM a O= F- O O OW (n = > V) CD ` co O MN cn `.n a -� z LLJ Q Ln Ce ,--I ,.%-Q00 u z WO w e--) l00 d' N N N O N O N O N Mao N 0 CV; 0 CV 0 C. pproved 7th Edition .o 300 c6 ` o oii O T-- O'O T-- T-- O N O O 04 04 O CV 010 N N O CV O C4 O CV O CV CA N 0.0 O O 00 0 N e- M 0 UD O O NLo > 0 0 M 0 111 0 M 0 CC 0 11- qw Cr 00 vJ z z L)—z w ~ O"}-1 O Q Hasa U 0 Oa=Q Lr) -0 Z zwF-W Q F'moz = z 3 J 2 z wT_4 a.zZ a>-0ul O z O OU o z a Z z Lu Lu , 8 LAST PLOT DATE > May. 8, 23 STRUCTURAL a + 0 J DETAILS INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/TOTAL THICKNESS 7I8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 118"THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. fETAL SEAT FLOOR SYSTEM 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 v E N s+> 6x6 W1.4xW1.4 WWF OR FIBEI 0 OR FELT PAPER FOR MOISTURE BARRIER . . JA STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 0 4"x4" INSPECTION PORT AT w o. EACH FILL CELL TYPICAL 'I 74" I-II II,.r,-1ISTD.90°HOOK (3) # 5 REBAR ON 3" CHAIR r— (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---, BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. S fUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS SEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 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 N SCALE: N.T.S. S6 1x WD FURRING @ 24" O.C. o- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED TI/ o FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN _ °a Tf —III=I I — FLOOR TRUSS — f = a0 SEE FRAMING WEEP SCREED 'H I ICI I I� ♦ ° e. I T_ c T PLAN INSTALLED PER MANUF, III ��I I I III - „ SIMPSON HETA20 w/ (8)10dx1 1/2" 2 x4 CROSS BRACE @ 48 O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1' SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. E 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)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. B.U.C. PROVIDE CONTINUOUS (8)1Od NAILS TO BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS LL S6 DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'.6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER V NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 11 49 7 A-M TI II - -I I I,�1ILLmf f1 1f 1ri� I I 1-(3) #5 CONT. ON 3" 8" Il V-8„ 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" Gv'6 ADDITIONAL SLAB INFORMATION. W In 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D p SECTION X-X IF U-'{ NOT FULL a HEIGHT SHEET C z G FLOOR SYST M (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI F SHEATHING W SOLID 2x C BLOCKING @ ALL 0 C SHEATHING EDGES (SEE OPENING SECTION X-X d U u C x 3 w x E 2x STUDS w BEYOND. SEE PLAN N 'J..A DT DACC 2x RIBBON OR VERTICAL �AYHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AIAI I rl r\/ATl^kl r%I.1/' MA11A 3/8" "S" = NAIL SPACING S 3/4" S 1l2" e e o SINGLE NAIL EDGE SPACING DOUBLE NA AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCI„NG SECTION X-X SFF �Off, 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.) S 1/2" (1/2" SPACING 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 u JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT j PENETRATE SURFACE MORE THAN Ya". OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL J UJ 2 Ij LL 0 cr O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER ^ > 00 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. i n m + OG (2) 8d NAILS @ Y O.C. TO EACH TRUSS END OR @ VERTICAL = LL N Lu p ~ MEMBER IF GABLE END U. NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS e 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. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED' \ CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. ' SHEAR 3500#. MIN, TYPICAL TENSION 2600#,) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 WlAxW1.4 WWF OR FIBERMESH d' ° N -III—III—III—I I ° ° ♦ a M 4. III- 1IIIIIIIIIIIIIIII ° 11 a � III-1I� (3) # 5 REBAR ON Y CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 (3) 3) (2) (3) (2) LSTA30 M pL 21 202' S6 / Review Assist,�ln� Vi ual Plans Review complete a aVPT FBC 7il PLYWOOD SHEATHING NAILED PER NAILING for comptianc alAnneeK ahOr PX2300 DebSCHEDULE SEE DETAIL C/S6 FOR MORE INFO Y 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. VY. FINISH GRADE CO @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. O r ) M 0 • ����, u� - LO O j U � *k LL Q 9 to (D LO - E > O 0 L. 'C �0 W U N V � C) /1) E 0 t Y}/ U 5 U: $ Q . N i w n, CQC N C W ` C 2) C ^ 11 a W W �lll vi' W0 WI-¢ Q�� WW zx Z u- (� W Q Q U tr0���O�W co �Ox I= 0zg�0l-Q►= 0u- 0 L) 0 E- Cl cyLLJ oZO�oomZ� �0a>Zycp za6180a. U) Z <F-- Q-�'-gwO¢ oQ o 0 o¢z a p O fV 0� h u4 4 M k O O Ln Q J Ln 0. LL� z W ce LA C- m: rI < b I— O < Z Z Lu Jo N 04 N N 04 N O A V- -4 N O N 0'j0 :T- .N 10 O 00 0 of . c0 T- o0 T- CO I'- O N O N 0 N N d. on 0 N 0;CD N N 0 N 0 N 0 N 0 N c� 0! O Irl0 O o0 N `_ A Q 1140) O 0 O O'O O 6 O O O N 0 O ' L N� � r �- 0 N 0 M 0 "t 0 Ln 0 W 0 1�_ 07 �� �WvM W (OnZZ o ~ Q O 0- Oa=Q �� Z �P� ~co0Z V Z J Z 1� - Z Z 0 w IM\ Q w O-12z U� ul z O z Z Q O . . Z U Oo m o: z S6 a z z J L1J M O r LAST PLOT DATE > May. 8, 23 '. STRUCTURAL z Q J DETAILS —MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL 41/2" DOOR JAMB (REFE1*11 DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P T TO PRODUCT TO PRODUCT FOR CONN. APPROVAL FOR CONN.1x4 APPROVAL FOR CAPPROVAL 1 X 4 3-1/4" LONG X 3/16"!?1 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16.. TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 II DETAIL O.C. 2-ROWS INTO FROM EACHEND w/MIN. 2" EDGE DIST. ATTACH 1X8 F PER MANUFACTUR _ MASONRY THROUGH 11 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED 1 TI 0 C DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST, APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRIP TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST, 4" FROM EACH END w! 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T, BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD, BUCK ARCH PANEL CUT HOLE IN O.S.B, FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX NSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2 x 8 BUCK - CONNECT TO BLOCK 2'-011 SECTION A -A 8" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ,F �1/4" MAX EMBEDMENT INTO .) 21-011 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWNN1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD, BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ----------' CREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. 1111SS 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX' 8 FILL SOLID BOTH CELLS #5 REBj (TyP') STD. 90' HOOK (1 ±5A I- L NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY---/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' -' ':'. �;; ` ;: , ` SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL _ REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT " ` FURROW. MAINTAIN UNIFORM JOINT WIDTH. "'' '''`" ' � :'..t 6" IN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK, 2X4 SVP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS (1) #5 BARS CONT, TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" F.F. p p D ° p II III�III ll GRADEl- r2 A. CN A CM04 p . z_ \' •p A. \ A ' p (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" L FILLED CELL PER FOUNDATION PLAN �R YP.) 1HE :S I IAIA/ f%r_!I7TAMI C IAIQTAI I TI/1A1 FILLED CELL INSTALLATION H SCALE: N.T.S. c c SEE ARCH PLAN AND PRF ENG TRI I'0 S iEJFSI: �N ALUM DR. EI s .._ BR WALL TYPE -j--* p `' r ALUNI F.A^C'_4. PER PLAN I I �1 314" 1;%A '�"a,IN7ED I I S N P .,A I° I ,,,ALA F CHANNEL,—F-- FASTENED PER r CIA (ci NOTE 2 BELOW CONT VENTED OR _ r T CONT 2x4 NAILED TO L 2x BLOCKING NAILED TD TOP BLOCKING w/ 2-12d NAILS (a"')i CHORD EVERY OTHER TRLI-� w/ 3-12d NAILS, TYP. ("I I01JIL" EF2 TO MATERIAL `aPAN CAFACIT ON , HE Dt`:r.It,N FOR 4.QMF(-1NE:N1 �, AND CL-_ LISTED IN THE DESIGN CRITERIA ON SHEET SN.. j 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 165-11 -"L PRODUCT APPROVAL) F CHANNEL FASTENED TO: MWrIM.A AI109i" DIA @ 24" I:).':UN " 5/6"NUN EMBEDMENT (K1A/ C. l'. PATTERN SI_IB FASCIA w! i0 GA. V4"x1r4CIROWN STAPILF +(FI? F„A(::H GR001, STRUCTURAL SOFFIT SF01 SCALE:3l4"-V-0"(•")FOR A�LUMINUMSOFFITS WITH L,^+�NS REV. 09.23 2021 > VA', INSTALL MID SPAN BLOCJ' - THE SOFFIT FL PA INSTALLATION ,_'!kl! "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2)10d NAILS @ 8" O.C. O�FR/yq& TO TRUSS TOP CHORD + + IENG�N PLYWOOD SHEATHING + BLOCKING AS .+F REQUIRED TRUSS + TO SUPPORT SOFFIT + + 2X4 SYP ` . + EACH TRUSS CONNECTOR - SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA, ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3 MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP C(:AI F' 3/d CCC QUGGT n) AAIn z 0 u_ 0 W F— U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. > i 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ w O.C., 2 ROWS STAGGERED o 6" O.C. EDGES AND 12" O.C. FIELD N 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) :� o FACE NAILS 1 Od @ TRUSS VERT. C� , - ' ;��.�, °�° WEBt METAL SEAT PLATE. o Q NOTE: IM W LAP SHEATHING TO ; . 7111 BOTTOM OF BAND JOIST TYPfCAL 0 yn, ' SIMPSON HGAM10KTA @ 12" O.C.LU w/ (4) 1/40 1/2" SDS SCREWS 0 INTO BAND JOIST & (4) 1/4"x2 3/4" Z TITEN INTO K.O. BLOCK a RETROFIT FOR MISSING EMBEDDED STRAP _� -> ,o o ou � B SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. >N. co N V -0- a ° �- °"_ b� FILL 1st 4 COURSES SOLID W/GROUT "N f' W Q� t` p E � .m a 0 a FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a ;' OVERRAN ., a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. WI;*R o - w F- W P w W �O o VW�Q°I—� �3�o z W Joxu.�0L.�0 Q V xZu_izoL¢QI— �ajWWWvWW<QO M5 F p o Zwo I o (r � o oQ LLa o L, ° p #5 BAR CENTERED W/ s O p A s H IN TOP o z N KNOCKOUT / c•l W ° CHAIR BLOCK 1~—I > MONO FOOTING _—I I .D o N O _ ° A .p. p Q I - 0 M A SIZE AND REINF. PER PLAN I I ' Ln AND SECTION DETAILS -I I ° a J ° � (n W CLEAN FILL p ° DIRT 1 F' 13� a cri STANDARD OC 0- ,--r ° o Q HOOK U Q co9 #5 BAR IN ' 0' N z FILLED CELL, , -, , - , - a -I" IN a , W -a. �v-p O ��7,- O A STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" N N N O 00 N N N OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 1U� 21 23 � A, O o'O EXISTING BOND BEAM. O O o DRILL 3/4"x5" MIN. HOLE SET BAR IN Assist. i roved 00 cri Virtual Review EPDXY CAP TO PREVENT LEAKAGE Plans Review compleled aVBCnd th �10fI (o Co 00 O O O �— T- N N N N TOP SPACE BETWEEN EXISTING GROUT & NEW GRg4TCompliance wllh the 202� O O O O O O O Debra Anne Klahr PX2 UO N N, N N N N N MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2 )hy (n 0) ' O O Co N C'7 N O Cn O O CV #5x6' EMBEDDED INTO EXISTING BOND BEAM O O o 0 0 r 0 o_ FILL CELL FULL HEIGHT W/ O O O O O O NON SHRINK GROUT. N Lo > N C'7 Lo CO I: M Cr #5x6' EMBEDDED INTO M' Z Z EXISTING FOOTING (2) #5x6' IN CONC. W W w Cti FILLED CELL O U 0 � Q DRILL 3/4"x5" MIN. HOLE _ SET BAR IN EPDXY ....: F— 00 w 'r' O Z WOf F- Q .� z Of TJ`�451~ m 0 Z IJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. z 3 LL 5. 2ZLL T"I a.Z Z W I� a O-322 UD a. ILL O z r-rl Z2 a 0 0Ua 0 W Zw WCY) O LAST PLOT DATE May. 8, 23 z 0 STRUCTURAL J DETAILS-RETRO FIT SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 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/ k14) 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 BLOCK IN KNEEWAL.L FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" VVALL Wka SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" =1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D -3/4 PLYWOOD ON DECK 1--2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING 6'e 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 "Bit SCALE: 1" =1'-0" -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 "Eli E SECTION VIEW SCALE: " = 1'-0" 3/4 PLYW ON DECK —2x8 SYF AND NF FRAMI� 2x4 DRAF' STOP 2x4 BLOCK C SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS . BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/T' X 2 4" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT G.1 TOP OF STRINGER STOP l t T -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 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 1 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW licit SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST, USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 f- I M I.oUIVO I MUU I IUIN Ur. I MI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" WALL JOINT YWALL TO ✓ER JOISTS) POST LET INTO _OCK DE ING ?X8 BLOCKING :OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES STUD NAILED AND ,u` 2 LO�� JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW eview Assist.ln 'rove !WALL JOINT Virtua�RoomPteted and ap1th dit+ YWALL TO Plans Rance with the 1a2� pX�300 /ER JOISTS) H a compw Debra pane Ktah '01 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" AILS - D OR 3 RIS VARIE 2X STR 2X BLOCKING SECTION VIEW "Hit SCALE: 1" = V-0" N N Lo CC) 0 ' Lc i Lo 1M 0% 3 cc w • O w w 0 d ` W 'c 'o o U . �ti N cj D C W r �o pi v Q •N = U Ij 'a W Q-Ni N i °pE { ; W (D w W W O Qm0DJ>p RL�Yo n�' 2w Qn c 8�2EU-OzzJ~ O cya V5wOO}JO jLIJ V5=U'OZLuowz-a¢ zowvoaU) atWow cn a Ow n oQo u- O LL O O N oLu U N � �koo . o Q (n Lf) J � Ln d a r1i ce Q < 00 ~ Z w Jo N N M'M N N O N O:O N . N e� A 4 N O (N'N ObO O 0+C) o6Mo �- T- ao ��� ao O N o N o N N N 0 N 0 N;N i 0 O N O N O N O N 6 N 0'6 O T-- O r- 00 O N r- A O 4 T,O O O O O O r 6 r N 0 OO ' N CVLo > c- 'r I O:O N 1, M O I d' I O Lo O I O I O f` coco Z Z O vV Wwin o -p-j a �5; oZEo LU Q Oa= Z ZLUF- � =m 0 Z �Z3: Q >- u- Z Z Lo Lu �a2z O �zz z 7-1 Fao ryo Z U o0 co z z W J uj cn O " r LAST PLOT DATE > May. 8, 23 z 0 J STAIR DETAILS L ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO it INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND AQ 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 4^mr-44094" SAFE LOAD - POUNDS PER LINEAR FOOT npE LENGTH 8U8 04 8F12-0B BF16-OB BF20-OB BF24-08 8F28-0B BF32-0B 8F 4 8F12-1B 8F16-1B 00.3 8F24-iB 8F28-IB 892-18 T-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36).7342 19 8733 19 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 1 2661 3898 1 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 41 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 1 1366 1846 1 2423 3127 14006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 12630 14'-8" (176") PRESTRESSED N.R. N NR NR NR NR NR NR NR NR 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 12047 19'-4" (232") PRESTRESSED N M. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1 1285 1 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 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 4c^mr'4*1m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-08 8RF10-0B 8RF14.OB 8RF18-08 RF22-0B BRF2RB RF30-08 BRF6.18 8RF10-IB BRF14-IB 8RF18-18 8RF22.1B BU26.18 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 80E0 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 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 13700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 727 901 1825 3120 5048 7747 9448 7360 901 1825 1 3120 5048 1 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 589147 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^mft-*rn SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* T-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 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 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Cs�/►� ""� r � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAs7'-CR�tr SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8F8.1T BF12-IT 8F16.1T BF2D-IT 8F24.1T 8F28-IT 8F32.1T 8F8-2T 8F12.2T 8F16-2T BF20.2T BF242T BF28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 Y-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 35D8 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 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 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418(151 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1216 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 909 13 1052 13 230 364 609 897 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 g6377 754 12872 12 192 303 500 732 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 646 12 746 12 166 261 424 616 8318 1051 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 227 354 508 681 86113 997 13 24'-0" (288") PRESTRESSED 124 175 261 10 347 10 416 10 491 10 566 10 124 200 1 316 1 450 1 600 (nj 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 CA"64 m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRF6-IT 8RF10-1T BRF14-IT BRF18-IT 8RF22-IT 8RF26.1T 8RF30-1T 8RF6.2T 8RF10.2T BRF14-2T 8RF18.2T BRF22.2T 8RF26.2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 14594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 6 1952 7 2442 6j 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 IS 16Q 15 1980 15 2322 16 395 589 1 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 > D D C C D 090 8F16-1B/0T 8F16-1B/1T 8RF14-1B/OT 8F8-1B O O O O >D 0 ° C ° 8" PRECAST LINTEL W/ ((1� #5 HOR CONT D BAR & (2) COURSES OF 8' 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 ° 4 1-1/2" CLEAR �Q C.M.U. �G J ° LuZ Lu #5 REBAR AT 0 uwj a q BOTTOM MIN. (1) o�c¢uO•• REQ'D Ln 00 ❑ ~ 616 GAUGE POWERS D Q� 3- L°�STEEL BOXED r- c� 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP *1-1/2" N. (1) REQ'D CLEAR ¢ J C.M.U. ¢ f Z = GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 41 0 0 BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 0 O F) UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1'-0" plans Review comp for compliance with eeK ma PX2300 Edition by Debra An �1 f • M N O N co • � ail,' r �• I, ���r:J y 00 b % LL ' ❑ �-i� Q ►a ' 01, d ,ra� ' w 2 O cl LLLI Z Q 0 U M °° co ID O � 0 s� s ua° �N Q� Lu CLN c L F 0 n' - 'a wLLJ ❑W co a �W0f- W �2�¢'wYOL0YJ0Z C7 UZ OLT_j0OQQU D0Jzu-OQ� z2 ¢Q 0aa00 00in waLLJ�nZw0�U p p LL > ItJppZOOWuwQ�m Lz-Q �Qw QLLW � 0 0X H ❑ o a w ■ 0 C) N OW O ��,�".00 0 `M O Ln J LL N ~aa� c 7 z z� W Jo �O d' N N N M 4 N O N O CV O O O O O 00 0) CD r- 00 CO O O O �- O O O N O N O N O N p N N LO O O O C) 00 O cV O M N O O �+-� O r e- O O NL0 7 > o N p c7 o d 0 LA 0 O 0 L� c M Cif Z Z O W vV � COO W o �C _o�o ~WWI LO Z W ~ a =m=Z W 1 'n vLu F- Z Z Qcc Z r-q CL Z Z LL w I\ Q 00; Og2z vNzLu O Z T4. ■ Z �QO U OUa O F�co Q LU Z w W M N � LAST PLOT DATE Ma§19423 0 i� STRUCTURAL DETAILS J AB 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)#51. (1)#SL(1)#SU (0)#5L (1)#5U(1)#SU (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 1 5318 5318 5114 5114 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 W-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'4" PRECAST (2) D4.5 WIRE (2) No.3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) 04.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 833 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No, 3 2 No. 5 287 525 525 337 525 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 522 522 360 499 2) No. 4 154' 14'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 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.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand HE 256 256 188 262 2 No. N.R. 21'4' 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No.3 (2) No. N.R..R. 64 164 124 179 N.R: NOT RECOMMENDED .y DETAIL "A" DETAIL "B" �* j �' j DETAIL"C" DETAIL"D" TYPE DESIGNATION P- PLAIN LINTEL/ -I r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8xI6-P-1 L/11U] NOMINAL WIDTH 1 `QUANTITY OF #5 BAR NOMINAL HEIGHT -f UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#SU (I)#5L(2)#5U DETAIL'H' DETAIL')' OETAIL'H' &'J' DETAIL'K' 2'-1W 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 1 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 Z No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-19' 1 4'-6" PRECAST (2) D4.5 WIRE Z No.3 3940 5211 5402 5641 6-6" 5-7' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 1 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 17-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'$ 13'-4" PRESTRESSED (2) No. (2) 7/16 strand +" 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand HE 993 993 600 1084 2 No.4 17 4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0" 16-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.S (2) 7/16strand + 20'-8" PRESTRESSED 2 N3 ()o. 720 720 366 716 2 No. (2) 7/16strand + 27-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 ,•a i•a iro DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF 05 BAR AT -''1 S - SOLID LINTEL I f LOWER LINTEL CAVITY [8x ]I6-P-1 L/ 1 UJ NOMINAL WIDTH J L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) Txl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##5 (1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG 3-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0' 7-9' 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4" 3'-0" 2'-8" PRECAST (2) 04.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'4' 3-0" PRECAST (2) D4.5 WIRE (21 No. 3 1966 3390 3053 3053 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5-0' PRECAST (2) 04.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) 04.5 WIRE (2) No.4 1409 1409 1188 1267 91-8" 6 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 P r. DETAIL "DE" DETAIL "DF" DETAIL I'M' TYPE DESIGNATION P- PLAIN LINTEL/ -I r' QUANTITY OF #5 BAR AT 5-SOLD LINTEL I I LOWER LINTEL CAVITY [I8x1 I6-P-1 L/1 U] NOMINAL WIDTH) J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1)#5U(1)#5L (0)05L (1)#5U (1)05L (1)#SU (1)#5L (1)#5U (2)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 1D000 10000 10000 10000 3'4' 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 6 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" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 64" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'4" 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 17-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 17-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2) No. 174" 16-0" PRESTRESSED (2) No.3 (2) 7116 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 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) 7116 strand +(2) 524 524 277 526 No.S 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand +(2 488 488 260 493 No. 5 (2) 7116 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 ��.i :• :gin;,• •.:4 •. ••�-. DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ j' QUANTITY OF 05 BAR AT 5-SOLID LINTEL I LOW ER LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH `QUANTITY OF 15 BAR AT r40MINAL HEIGHT I UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAILT DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 7-10" 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 10D00 10000 10000 4'4" 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 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 64" 5'4" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 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 17-0" 101-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 1948 1948 1093 1591 2 No.4 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 (2) No.4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No 5 20'-0" 18' 8" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1008 1008 573 1048 2 No. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2) No. 5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No.S (2) 7116 strand + 24'-0" 9-2'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL'IN" TYPEDESIGNATION S-SOLID LINTEL/ I OWER ANTITYLINTOEFL BA RAT AT [8x1I6-P-1 L/11U] NOMINAL WIDTH J `QUANTITY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) 04.5 WIRE (2) No. 3 5713 10000 10000 10000 4' 0" 2'-8" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 7-10" 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 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 91-8" 6 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL I LOWER LINTEL CAVITY [I8xl I6-P-1 L/1IU] NOMINAL WIDTH) J `QNTITY OF #5 BAR NOMINAL HEIGHT UPPEUAR LINTEL CAVITY GENERAL NOTES: 1 )1 ES 10FDLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40 . 2.3 PRESTRESS STRANDS A A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (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 f SI GROUT TOEHEDUE(PLACED INF1ELD) SC ) 2 (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 00 7/32" STIRRUPS AT 4'-0" cc o`o (TIED OR WELDED) BOTTOM BARS N SEE SCHEDULE ASN. 7 5/8" W 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 3000 PSI GROUT (PLACED IN FIELD) 2" 2" N M C4 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) 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 (l)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" 1 PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'4" 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 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'4" 6-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 1 2320 3118 11'4' 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 17-6" 11,41 PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 17-9' PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'4' PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 2413 2413 1338 19 74 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 2199 2199 1219 1846 2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED 2 N3 () o. (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand + 24'-0" 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 [INUM - no AN Him 0 IM110-ji DETAIL"0" DETAIL IT" DETAIL"Q" TYPE DESIGNATION P -PLAIN LINTEL/ '--L r QUANTITY OF #5 BAR AT S-SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-P-11L/1U] NOMINALWIDTHJI1 j `OUAMRYOF#5BARAT NOMINALHEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) Fx20" 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 ##S11UU01LL SOLID 05(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL 'DL' &'DM' DETAIL'DN' 31-8" 2'.4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5.4. 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6' 8" 5-4" SAY' PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 91-8" 6 4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 0 0 Fs- 0 0 UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##S11UU(O1LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'4' 3-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 _LT 4._ DETAIL'IDA" DETAIL"DB" DETAIL"DC" DETAIL"DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix24" 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)UU0)LL #5 fDETAIL'DO' SOLID #5(2)U(1)L DETAIL'DP DEfAIL'DO' &'DP' DETAIL'DQ' 3'-8" 7 4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 7-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'4' 4-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 1 4325 10000 6-8" 54" 5-U' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'4" 64" 6-9' PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 91-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1552 2996 1183 2844 TYPE DESIGNATION ��'.;. .:•. i LWTLl ffi.RHARAT [8x16-P-IL/IU]WMJJ ` ••� ,'06K L ' ` HWIT�LD(IEL CAVITY `� . . DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" pp TYPE DESIGNATION S - M W -� r LWER LA GMvVTyAT [8x16-1`-IL/IU] kk wi. WMJ IILW P?TEL GVftYAT Hd09 Haw TYPE DESIGNATION NIIIFI/-jIIBAf -%O0NLOWER LINTLL CAVITY [8x1 6-P-1 L/1 U] NOMINAL WIDTH J L QIIANIIiY OF #.5 MAR AI NOMINAL H:IGHT II...R . NTEI C." fY ,U` 11 M? Virtual Review Asaland appi Plans Review complete for compliance wits neeKlahrr PX2301 by Debra SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTEL Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'4' Precast 1325 4624 4'-0" Precast 1041 3358 4'4" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 1l'-4" Precast 132 651 17-0" Precast ill 593 17-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 Prestressed N.R. 167 Prestressed N.R. 138 E2'-O Prestressed N.R. 127 Prestressed N.R. 100 N.R. = Not Recommended cn 0 N 10 00 0k, ♦ \ U Z f Q ^N` N LO ^ E C W Q co 4- N ♦ t-' O 0 00 M V -0 -0 - M E � t vog •^N` u Lu 000 E W � 5 CL Q) °LLj 0 wO~ WIwLu Zx Lu 01YLi00OJ0OQ�3U)Y QuX�02oom��o �UJ �Z�W zo °Z<Q Z~wF LL nZLLWa��00 yiw2pFUL Y La°0¢ � 'Z Z OLL<¢ ° O °tauCD CD N Z Lu H C) C) Q M N Lq U.J Ln Z z w zo J O N O N O N CD E M r d' E O O O ved Edition o 0 O MQ W 6 CO �- CO CO O O CD •- O O O O O O O O N O A N O e-r E O r O o0 0 O � O r N C) C)0 0 � �- o a NL0 �.-000000 � � N c+M � � (fl ti LO Cr M (f� Z Z o W LOUW CO O� Q Uoro a 0 a- T L zl Z w P Q �'' ~Lu r� =H m0z = Z V Z W <" ;I �2Zw �ZZLL Lr) W Nl 0:52z Lu C Q �p Ua}z WZ Z Q p • Z U U I a l oO _ W Q z W W M O C14 LAST PLOT DATE May. 8, 23 Z O J STRUCTURAL DETAILS HURR/C,4NE Mounting Brackets 41 o Gaugeh 4-112-x4•1:2'x2-12, o It 0 : ?* Back Cross Support 4 M,11/ itora (III [rl hJNii t See An0WX SOedule Right Bracket (16 Wuge) Ults 112- Ilia_ A325 Gale ' o � �''� F 14 Sell-r)Fril4ltt� JCPC YFt9 AX Unit 19ut,turn Edge (Typirak 3 in front) WU"�11 h ar: Front Cross Support +,'I! 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E ,r. 1 :,'I f I I I!4 I it 1 t 11 -? ,, -I:tI (� I �% 73 P)Ddurl Approval Application Detail -� _.. CI I� CL r' L�- 'u.L�'1f" 'lVi'Li3G. !29Sa, rl;rrn note Per'Wro t261Y - CZ -r-; CL.., As required b Florida Statute 553.642 and Florida Administrative Code 9B-72 lease rovide the information and approval numbers on the building components listed belolrk^.1 `If q Y p p Pp 9 p -1 >,"crino ' :El � ll;;; ar4an'x rggi l reLlctnvtyalddredBY YaiDv m:feo FDCAnDrosal Approved $441W F. 4,'l, J 'vnp P.IF.. "?'r: r;'CI:'0 Q?+'t." ^C:M: C:7Jii1J?f'20 11'�,•+,3"''C'.`r+ Apgrv,aJ CIC11i k. n'": "`.0 ° `„rrr:y, l °r" "r ° ` . =! � ta they will be utilized on the construction project for which you are applying far a g Y Jim') ,� nrA.n19R: y nN r. e: , .1, J U, Y rF 1, to I G I4lathn d I. a, rnl win F;,.y. lirc raw [I -r Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL204611 A. SWINGING ThenraTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.01'-67.0 psf 12/31/2026 TherrraTru: Fiber -Classic and Smooth -Star (IMPACT) FIL20468 +67.0/-67.0 psf 12/31/2026 Therrrr�aTru Fiber -Classic and Smooth -Star ((IMPACT) FL20470 +80.0I-80.0 psf 12131/2026 B. SLIDING MI W ndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/3112024 PGT Series 5570 NOA 21-0205.03 +38..71-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayre-Dalton Series 8000/8100/8200 #1105 (8X7) FL8248,3 +31.0/-35.0 psf 12/3112023 Wayre-Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.01-33.5 psf 12/3112023 Wayre-Dalton Series 8000/8100/8200 #1124 (16X7) FL8248r 11 +34.4/-38.3 psf 12/3112023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727.747,and 847 Single & Pairs of Doors FL11537A NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI W ndows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10,11/20,1 PGT Series 5500 FL239.2 NIA 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation rp Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI W ndows and Doors Series 188 FL15351r1 +55.10/-55.0 psf 2/16/2024 Pella (Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding W'sndow FL12811 NIA 5/25I2031 C. FIXED MI W.ndows and (Doors Series 185 FL15349.1 +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/25/203'1 D. MULLION MI W ndows and Doors Series 5764 FL15353.2 NIA 12/31/21024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL VINI'ALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B, UNDERLAYMENTS Tamko (for Shingle Root') 151b Felt Undedayment FL12328 NIA 6129/2023 PI lass USA. Inc. (for Tile Roo Y9 � POLYSiiCK TU MAX FL5259 N/A 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thomoson Arch fetal (Comp. Off Ridge Vents FL16918.1 - FL16918.4 WA 9/912026 Florida Metal Products, Inc 'Vent RV 10 F1 21580.3 NIA 12/3112024 Lomalco, Inc DA-4 Exahust Vert FL17202.1 +97..51-97.5 psf 12/10/21025 E. ROOFING TILES Borall Tile Villa 900 FL7849^27 - FL7849,28 N/A 12/31/2.025 Boral Tile Sax onv 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMIC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galwalnized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12131/21023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2,;123 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999r 1 - FL1999A NIA 12/3112.1024 MiT0 Industries, Inc, Truss Plates FL2197.1 - FL2197,5 NIA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser- Rim Board, LVL, PSL, LSL FL6527r 1 - FL6527.5 NIA 10/31/2-*'(,~j23 D. MATERIAL Cast -(Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N41A 9111/2023 Commercial (Concrete Products, Inc" High Strength Concrete Lintels FL1774 N/A 5/2512024 I plan review, I understand that the time of inspection of these products, the follows information must be The products listed below did' not demonstrate product approve at p a . n at e t p p A following available to the inspector on the jobs ite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE 0 Ir ,: I.; ., .::rru:,�'Rr:�k:lo.?rc 0 � anh'Asa. ranee Aonrow4forllgP ROnroved tar darn glal.ra PretpuYd f`"" �-`� r..L +•—�- r- 'oarrnd"t nn canu"aaA r=xd1^+llon 17an F�[^� /�+( rmN*P'Nf1, #31?..9 t63'rblM', IIR1pauAY.Rlxr, r]f>4'mmlrxr 1'."+Ft:tY�C::',' ::n FNF!7 D41d IYa NV1'ii.'. Rd,Yars tbrA s LJ ^� -a .� lyddu rt '� r •: x r ti 11 a. 1 u J I. r ne RrtarnPR I , � J ;:I:L, R a L 10n FIlyd,yEAa» San (Dot III"r.0 yull0✓k - iry k o MS PmA I 0 1IlJO .. I _ ry wm nutlYAi'Li,b a1 art In+�syx5.gxo :: sum 1 r.,r31d'tkt°.„.^ Vas. 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IQWP4XW M18=1 1011W= lVW= Appritntead min Voraligill ftnufutym cadmi Do,itciAkmm vAm4L*afh VIOI,O" OAMILt4 PIKAR&IIII" ft&QM SWA MIN XKNM nwiashm gxm goomda MOO NWIRM LV.Aown* hamaI ud`�_, : _"� �J�nix,!_ig_.L.ants .V.,aajidcA 11.141111900 U) (j U) Odsolliefir Earlarlor Dissirris laom U&7m PE43400 (013) 787-0665 AtIlligrialoge 2ID20 PGT It"*,*. J­ suegurd, We � D.d. F)CCO ,,*, F IS V6­NIIsi,FI VA] 1 imrx2o 1 I.V50i 1111 I ra.o AWK.01 Re~ 2020 MI Vft4WA and! occars Wem storegi Asinciven Arch sectimar simn N Likkk PE 1008120211 lww2wA ionvzl , 1,,114 ..."', � I �­.% _IiX u �111111­.­ `­ . '.-�%*;, .. . .. - . I I .. I, I, -'A„.',"II I I"— I Il , s I I''. I . 1, , ", liTi, 1! 0, �111121XI�u 5 11127i2a.10 1111.111�70 APIW- ,.., I - SUOCA$09W. ftneirig Elegance Dow Assagamblegge, alisapersograllithormsei clespear MI (94I)0I OWOV.S.,.,W cogiarlogyr.wridgeon (717) 305.3w W ... lairs- A .... mo- 1117) 31 r-a.454 . C~V: . ,1,� I " ,, 1 'I ,,, �IIII . .."I (All OoMpliMM M4004t E,essfunitsi Rom franc m duncetepary nirispHs,no rowsuarpligenoywok; Subdagorgifir HoltoniMcW - bg&VKGm�d- ! 5'stiCirelpro: ­,,' ! Cronus- *Mt!-L i�.1,Szit­ 0­ I, u!wq j'4 (3) � - -c"7 0 ID Floods R*VW*W Arcluldsoct a, a �,cormad Florida P�Ooesio1w FXVIAW C*r*ll�1A.th*O CMM"tM Me* 7 LII gone CAmVImit Medved: Outifieladon hkrk or Lksgin,t; i I I -0 twznmiu*w 111.41121261,421groducto 1" -,Ui A i 4 flkik%U c_- P -2 = a) F LAguallay Pnmhwb caunift Age- Agarm�d to uses amromd:rar un knoA,m poshm anhy Assiringodfau" ADKQvkd far bow Q­ria, I ! 2MdAAANaAxd ,+,�Jouj.L-J" Aus, ,,­1 hj U­QLAIL 0 a- = 0 ?;: aunLAUMM AcomvMlbrtha Anom%udlorL[ft lom Do" AMA = tk2own� !Z Product D�rlotlm Cmuudm"ralmome in sift Outdcb Nvi fisesed Premium AMA Produce ls,,bt lease, car No- Product agerstrodlein GN*KLLUNNNLga in KA9 oubb" wing AgAided K.", ,, : 4 "L I V 8;W,M�MW,_MA,P&_%_"I � hindel.gsIlo c.Wl1*j_KWksWtfQjgI (!I 0I Ae,LI:ojA C. qikv� = 0 U_ 3-0 product fdockal. Num bar or Worge Product OnedatiM ambed EMSEOM oft hag ovimclo -Mi"a dillow R"wm 2 L%W* "Pool vho moot RAO IseirdsoIt 07410.2on Yes 'Yes 4., -ii, I IiS I 46 Isto and Flortgo Frome, 7I lessulialrod Cie. 0246004 ast, Yes No .11, I, . '�r 1. I 71 �, r2 1,Wonid rU., I14INVIr", I I , I -, - �il VU c- - -a.- - M I a Therms Trj Fiber. Classic and Sniced -&w National O&M,b $qWNon-InVeaSquot Opagroge 11203111M Cogregatifte Ease Fftm" 61strile Dogger No Yes No NVA ! C) (Z "...... b > (Inw,MmCu%Wns; X omftu**V .") ­0 E 2) 2 b Thipernsi fter-Clossail:and Smoscith-Star Nominal $AMi AgrascrNon-1 irpootaxpeat Orgagaii 1201/= No Y" No NIA j a) C,*mpcagft Edam Fildoilloods Door ogee I U) T " 0 CL SidWW&) il newnp0u*f*V::�)rOX or aW corglidgwriolones) i . — Cn CU 3 m Tharme."frist Floager,Classalo and Sweamant Nominal 5113111I Aquet,Non.IMMdgquct Opgretuf 12#3V420.,2 No yes Ilia N!A i C M 1,401- .4...A a- Composite Edge Dogaligh, Door YOM or : -- II = W < %ithout $."I Ilia (I ragotire(CaulaI XX or 0)XQ i -0 . - conlouniao"83 P 4 d. ThomwTm Fiber-Cinic and 3itgagoth-I.Ares 70*,D doqLV.Non-InrxMgur&ouot. Ounqua lV31112W too Yoe. No NIA I i ___ - - - - I Cominal mpoeft Edge Fitterrilaft SMONS Dow (IneggingrMissoi X cagglituroation) 5 a ThormaI lgkgdr^Cladusic and Smooth -Star Nomim I ?&M. 0 Isquat; Noi rinpoel&quat; Opaque IZP3112022 NO YC* No I � Composite Edge Fdairg less single Door with ScWW*) V rustangfOutskenigg XO. CLX or OXO i car a Placid) I 6 I Tldanst@-Trti Fladr-CIMMost; and Seressarst-start Nominal 58039I fi,qual,14on-Impassadquot, Opaque 12131rX22 No Yes No NIA Florlds Dopoilm" ,f Suvradess & Prolgiss,Woria) Roquilittlogn Fair 1 at Florldia Doportriforst of Business S. Professional Regulation r", -, FIr,­,,R'. -*p,t*tn,e,A �f Sas,ri,ss & Pre,essional RoqL,,ater ir�,. I a, Campos% Edirso F%nim Single Door Fkaiv )gCrackniand8lanctairis I&M; Building Codes and,'Stanclaide, 1 IIIA; 1 I 1 oi!-,j.rV ('.noes and i5vancords IWWI OwwnofOdwmv� X =nfwjrobon) ; 7 a Thairnive-Tru Filaw-Chalso; end FAssagill -90der Nomnw KI &WjottiorFimpusquak 0~ 1213112= No Yes. No WA Campo@& Edge Fbnhm Sinjit, Door g,i Product Nppfoval Application Detail Product Approval AppIttattorg Detail ! Pt odirct Approval AlppIJcz*.,n Detall $Woft(s) orregoingloggainakili oxor oxo i ---..--- -----.,----.---- #04i, I , N r ­ I I I' al , I - �. " 46NOW I I I I I . : � a Ii Therarik"fou Fees,Cassi and Smooth-AW teas rations W Y" W Nhis, Neringal "#*,04*agguNve'gmpSgcdquc�, Opseque 1Z3lrj= I G: AMA190, ��:::I� I . I ri-971i I Comoaft Edge Fiberglass Dosablik Door oft or CA& WL4A �Alfi all utt2miam 20 � � ram Searle - 291 ails pi" peagedfing, am I II, -A Pd �&A ux-11MI im I 4 v0soul Sicrogreass priss,140soegre,91 XX or OXXO astilligunitiloors) zm izzim sumhd= 90AM jusir,warr A USM validated 6, seconded flulatilit'd FBC Auggri haninnad MAI 111.111 Vargion Uludida" correct I IddKI Xib" iiijilsold FBC Acermsold A,-rd §"W � am vi.rva, MI ZZ!L (.41`1 W firkW 9 L :­Aj YAU&L.ki it" valijk;4 SuNpli rw. III lagian"d 2"a 9 � Therersi F;h*r,CNggrgc am smocarg-Star rummaged 640WA &4vottion- missagatillei Glued VOIJX22 P40 Yes NO II oV% kes 2020 PGT amIusarrow jans Roww* 142, 4.011i III - riiR 1410-04(stiliKC," ',At timli,7)M i,X�'"I�11 ♦111111NA, Aril,'I"i R_ 7029 MI V-4-'a ago D-1 W��t SI I.I. F4 It OrI Ff, Sis 4,11. M LII PE 10RIV2020 1 rAW202V IdMW20M i2fili NrT­.d AM, �­', �'I,V r IIIII -.! I . . 11�� ,j ­W W­1 I—. �, I., I'll . 11 ,I 11 I .. I In.5 "I", ) 1 1"XWI 1 1 R 1 12.1"X, AW#I*4 Composure Edge licits"govis Single Doot coteopw W.Isgo- (Wi)""100 U". �15 I'lo) Cad.gary! Wand- (11 7I.10,3 NX PIE, 521W4 i7f ?� 317-e,464 ��t 'a'.1­ "k-1*11 � "O I 1. ' ­ 1 I 1��, 1 1 ,, 'o, (Ir"rall0utpotev, X o3niQuiraguo"I subcaldeggly. 9".. traigo,gaganDpIngkNoi subc.seirserr. Mudson, bm"tomewd^,�om I S'Acagh4ory. PAWL- r III" •ItZ, " ,:­ I, �. , 10 ) Thorma-Trurter4lasgialcarea Snagooth-Stat olorganal saart3iii 9quat,tOoromposetsauct; Glued 12131=22 NO Yes too IVA cumplianegs mahm: C.0a,~ Wet P, ikeng ong C,wip*wA Nothod: livaluallon Respart from a � C"vil..N4t,Wlr:,,tu,,11;,,,$Aa,. ,,A-tj ., Composedge, Edge Fiberglass Single Door initts Flogride "Islooraid Anifilaget or a Liessatiod florid. i Sidellia(vi 0 nagAirgial0uhrosiggS X0, OX or OXO Flam,lud F%,.Isgrkgriggnol lingessift I "INIMUhl-AK13 00015owwoons) 11 K Tbernings-Tru Fbeg-Curosic Ono tqr4ovi.� Nominal e&M:66quotNorv.lmpact&quct Glued 121310M No yes No Was 2adkASSOM AmLmmd&AAAU asumNALMAN um 20im LWCIL%wLkELAWAk I Causes, Assissaliggs, &=9fxI &ALu�2LltI1I tuaga iirwx Z Cogrignpostar Edoge Fiberglass Daulislo Dow Isafth or imi Re paw 11odol. Number cor Manke DJAELauLdim cgwAd EYAI,dIo, Data in K%W Oldd* III RnhLmd lotoSagum I Sill * PI 11VI-10I MAXPly.iZI.Milair r r12%KLQff&Ji011W ,rII istor ton, P paij 0114,1*.4 U `V" � Y�Iz 1114"AIVAH2 plt,,i,iuo vWt*ool Sbftfte (IressagestafOisdagaing XX or OXXO 5 M 1,10.1,si,lie Missile 1.9assi Mrial Food Wod- 44AMMI Y" Ves. Y- M(A 291119ASUM AumboumAn AQKRUKIQLMN MUM Ll�_M.lt i %I I ,, I I., ,!: I �l, rI :and I 1 °,; n:­ I Alkil,[It­ Vulluois I,�,17t.., 'Z '. I II ,,r conflouradoess) so" M1111.1 lidudsol plumnes. H". tagul2LVdAw cara-t ff.swelogin hog, 1, III o.fiJea WV42 ftahrai I, I, ,,, " i 12 L Therme-Trig Fibor,Clnvc and Smooth -Start hk:,mnffl 710310,04AsnarNon-lesproat6quot GWz*d 1=11=2 gic. yark NO NIA 2 784 Verbal Aganui Whoe I =11 r.111124 No Y" yes NIA I ! ---..-.-- Composearto Edge Isitgogrillorge S,niflo Door I I OnsiverelfOotownri X comfilacration) 13 re, Thagargro-Tru Fko,.UaoOc and Smoolhan, Nommal 78*39;c 4,quokliglogre-impocil,quost, Gassed lwlr= No Y" No MIA I Corerackaft Edge Rbwglom Si 10 Door WAth Sweisso(s) orissoingsoutah'Agre: Z, OX or OXCI I I oteri*"Itmests) -- --- - . __ - I- - - - --- - ------"----- - - __ __ - - ____ - - " - - - - , _­ - , - ---"--,- -- - - - - - - - - - - 14 In Themses.TrigFitser-Clagase and Smsom 3tarr Nomnew SAN WO Begot won Imscocilloui G4420 12731M22 11k) v O., Ilia rhk Z Compossur E.Ldpis F Rser9jas& smg; I& Loor I Ww"rignoutsioring. x ocarligunihoni 15 o. Therrho,'firs, Fikw-CbrAc and Smooth -star Nomseall 1196I &q4o*tNor,tlmpwMqual Glazed 1=112= No Yes No MIA i I Otampastros, Edge F*wgtm Single Door voth Sattolur(sil 0 nwA*WOLtrmne., AC, OX or QXO Fiords Departmorri Buseelia & Prolessions) Regulation possoldl Fiords Departrindird of Business & Professional Regulation I "iI ;! 1, I ; F'r­�L,I '.-,,,I�),to,o,i,,r (,j,,,:,c-_ �, Pr,fc,-��Aoral Rog 3*Ir VI o . 16 P. Thogriso,Tiw Rber-Cagers; and Smuetri. kor osiongurgamorge) I'somkiat 64019.0 69uPtj4orI.i.PSs."q,jut, C.4djoid IiZli!2022 hk) I-res 1`111 WA Buildig Codes and Standrarth I 61m, I Building Codes and Standards i ­1Z � L3,. ', r,.j (:oLi,,,.. �11,4 Stagroards , MIJ. I Uo"M Egips Filsorgigese. Wvlcho Door, Aid, of I ,noirtsart Sciefighes, f1rissatingt0sonswing-XX or OX90 Product Application Detail Product Approval Application Detail � PsMutAAppiroygil Apr*cjt4r�n III W conagurestems) Approval I 17 q Tmosere, Tra Fiber-Cbmic end Sincoadi-ftar Nominal O&OX,OaqootN*r�tnvac"WA4 Opaque 1213irm too Y" No NtA . . .1 I . - ­.- ­­ .... .... �.. . . . I . I . ... - -- ; . -1-­­ Camposito Edge Filsorglosses Single Door flarilr&M I , III ,1�1'111`I'' I 11' I: ',: I � "'I I .-­ - 1,� I , 1 I., '['],-VI�I, !I I I ,I, I'lli, I i I , I I PLO'�'Z,I-RJ, Transom (InaggginelOushosong; OfX conforginsbass) "Sinas : . . .I'll, � i: 111 ^ I - . ,I ". , �i:�, , I'I 'I, 11 I I - r�, , , ,iiiii 1`11:161i rv: I ��, 11I1� ili��:111I1I�lilV��,,�,I i I"Al ,I i 1I � I ': I, ,, III, ���- ".,4_,","II� .t­ k'�� " -:- 1; Z�! ��:II, ��I�1�'­.�; 1 JI�I I i. � , 1,11� .. ir,ij!o: : ,��. 1:1 Ii ',I,1:�:!:: ;i1I;' I ": , I,I;! I 1,1��!,!1111,: ;", � 1;I " ��1111� �_, ,, ��!IIIIIII' 1 ii,I;: , ! is , Thagma Tiv Fibo,-CW"!Dand Smootia-Star Nominal WI AquorNor-Improciduri Opaque 121614IM2 W Vale No MIA 0.944, klialm Do 2W 00 hudm am iggi MM or an 2n n� pawl= m I 'I'd. CrAl". 31 � ", -­,�Ia 2& CasmiscoestrEdge, F�b"tow Singis DoctIshos ZUK W-- mmuldijokul, GOMM& AWAUULWMU MOORWASK idgim awmim fw&aulmll hound odul I= XKa= 9awdaWWK Cad" a , - " 1. smudod& 14dwmm SAN" fwlhoomm Ass-, Mali, � -21a yar.k. MIcalusiJULIL 9911JA �� V,Mdalkd 2, VaI 1�xjul I 11g;;AwP,.Yog An..I,aga Wt- SagookIII and Trograussen (4ramnSK)w*"l OIX0, O,OX ce O/OX0 WrActwadam) ast"Iss.. 1020 jam" Higgi aulkli porselsift Irmi Chad 00*6 Y,A�rIO"Tato iolm BoAftod. P.E, otiuslim 12M446" OiA*2021 des; INIC Apo. sucaum 2020 "Ides Nick Thompson I. dogirlikhmset'PE Ryon J. Kno, RV OVIIM21 ozetww" (1217=021 041013rZi "', ,,­1 i P­,­ 20X a* MIAIQW�41vt, RA,,1 1*PggI;.n jonew. Moroveli 12)it),_.,.,!, �:I, , ":"'. 17r.10,2122 117A,111:Ml A,I ,,,,,, I 19 6 Therms T,u Flaw.Climse: and Smooth -Stag Nomahill SM39, 0 AquckNon-InVmo*Lot Opaque IMIrm No Yes No ILA callow ftnw VMS (9111% 54"3N laff-101402 fm w4w cdolloggyr Pon at gogrich, 1330)922-23" K-43409 I613.) 7ir-awA . Categater. RPIIAnp SLD�7W �4111 'Ir IPIGH (PI141 ?r2-024 Cons,corgs Edess F.Iregrolossis Since CoIai 'Ain Suddesigow. Sant vb*dA*vkoowno*wd sIbcalsoori scosto nth-m.-@.NW..- I sumotapari Avrat �Vgraioa "'gA.NPQ#,I Mi - Sadoodge(SI 41 --syr)-to-as, XC, Oy, Ix 0X0 cossingamas avorgood: Passage, Aw *am A a- C.nVI-M.V.d� e.W.anggo Repo" Iggion. �MVII�M4M": E�OSILWIWI RtP*n ream 0 C*AtI1UoQ16 F4w she SIO mallilvartearks) Model ROR"Mmd ArdnAggel or 0 Ligsomeaca Flonda, FI.O.J. sego-d A,,hIWi or. . U-Sed Florid! i ; I rA d 4 Q09 I 9TOW A01 11 de IN I LICO I %Ad P 1 "Wil 2D It T)homft-Im F1 W-CA061it WA Stewart, Ste, Naming, sans"o 4quot.r4oft omvscam�t Opaque 12731,.102) No iss. NO WA Prdmiamel Crodegager pla..-IfngI,I- I r".(.0-rig-I Z ampoule Edge s`ibegglossis Sargi Cgoor with : I . Scielighi (InswriisOuts,"ag KC, OX at OXO LwdLuhaaztk* fu"SV2416 Ikludecal I UfiV.1/.i:%4LEY_0r1j. "I Q ThenriseTruflinagr4',lasoic and Sanotli-Strag Continuous Head and Sir confiourgeticarge) NOMW*l asim's 84taoKleanampacisquot Glazed 12131si No IV" NO WA Q"VAMU%u olatunsUAW Amovi4laAW kMW prall"I � A sci Wa U, Agagarmsed far Um states ovsk- i W,LkYjagglI Aw"Od for &xtW"A_1oI Y" knoess;1 � I Composite Edge Fits"Ishoe SIVe Door Idle am Praowmqmj4w�om Ngdw ptudm &oE#ACAuksjm,Rw In OdIWAM 1119strusint ftguggi 8-0 pp��#--dW 0"S�,Lmo__ c rIrgtkgg,L9agM,A*L,?r, 9M.-gisI gi o�d& -R-O-M"LL r'l--,. MW 4?12rasu INIQUJI19101,101 JI KI I�1111611L�.Iu-_J. ,:.= fillorI outmitbmvmz R"Wad1 prami SKWW&) (travAnWOuNWrV� X0, OX or OXO f ComphI Lop S.dgrg flager-meolloo.ofing 1203412an Y. Y. MIA WA I a Upja�21gtqjot t'V)ft klenrgsg.�,Clidvek, `I,0 !,Y31fxI2j MI Yes No Niel i t GA; Asi PosIlstoosis xv lial IN �IK Iiii, Koi. `It,e:aII,1Ik,I,I­,II JII4 em,s,,O,�rauo,� 12MII 14ro Y*% WA NiA, I- Contsairouge Head aid SM cordficuraticans) : i*degekni%a+14dI.g flegarIogrigi lop Sides t2ol)2m Y_ Y. MIA WA I t &Wct Als- T4461T.0 &,'Tri Vitt 1:1 5did VIII 5cNK 12131,7073 I. Yes, NO '" "'I ripI,hrio, "WI ... vi., 22 -. Therro-Tru Flaer-Clougaide; end Smooth -Star N*mW*ISWM,,D&quptNw4avmo6QL,ot Glazed lzmrb= No Yes No WA 3 , houctGaentrer OnI Seeds,14,439 Solt Von; or Gold VW "lls 12JI NO Y" No MI � Composite Edge Fiberglass Oboe Door swith 4 1 4.4.0;D58quot SWN V.1 or Said Vireas sont gZUVWQ1 No ya we ";', - 1, Sagami (inswislissioutlogging: go, Ox a OXO Co""i Flead end So conngtraftm) " 0 &QMdt',Chgg1IW 0041IIIII Odt Yang ar Said V" Qcft IIMPI too Y. NO ,,,I. ! 23 w Tilloorma-Irru Fiber-Clooke; saw 1�-.i N.Ini NOW.8 squat Non-lonspoolliquot, Opaque 12MI=2 No Yes No WA ri I 8quct;8gWw spaims,quat: Sort Vent cor Sold Vigi gollit i 213 1 rM 3 W Y. No WA I Co.poeft Edosr Fibasellbage Cess, Pregoods voills VeaW . I McWW*) i1risswrtils'Quilinnari XK)Mor XXXX i aseffs; ungforog) . I 241 x 7��"t,otiuFrtw,OassicvWSnxpoth-Stat Nornorial 86M.0 AquotHon impgri8quot: Opaque Qnm= No Vain, tI NIA -_-..-..._.-_...__1__-_ -- - - - - ____f _____ -.------ Compoodis Edge Fdowillioloss Door Parole v4th V*aW i SWWWS) Qrsta-gaggs'Outownra M )= -)O= I confeurstfitans) I -I% y Th4egro-Ttu F kwA;I;i Ono Snsscct,.F,ftr Norri 61M,,9 Aquet,Non-irr;wi"uot, Glosted 111'31f=2 No Yoe No WA i Compostria Edist F.ttrolikagall", Panels V^ Vere" SedialWgi) (Insear-00srisions; U XKX or X)XXX Florida Depar"ort of Business & Professional Regulation Pea I 't I Floods Deportriggerit of Business & Profisaguorrol Regulation I . ­ r . : I WI:11;A xqw in, 014 n I IS, M rs"ss'S F rtifes"Isor"I Regu ILI tw Pop I a, I A z Thernrii sitior-Claossciand Stratsolls-Ror carf4lisuraboggs) Normansal $4i 0 &I Non ,irnossiclAquot. (;Iwwl 12 r3 1 1=4 No Yes No WA RutiI ('agdogs and Standards ,W.�Q, I Building Codes and Standards -I All � I I 5k, I d, iV i'�,oriI)�, and S,tari'l.inis VdI Comp"Ist fifte FictiOlow UOO? Parachs VI Vented I : SagialWas)(InsowingfOutissIrlig XX X,KXM'4kXA Product ;,Ipproyall Application Detail Product Approved Applicallon Detail i Pi rx is Ict Approval AA I i III 1. IrI Clela 11 ociartsurations) - _______________.__.__ ­._._.._­_________ I � I - 'it- "- � . , , I a �y�Ok,���,l�l�'M�,�i,�,�"Ilill��01,1i I .� �0� I 1, I -, , "" �11 ,II11 ,�,,� '', 1 � I I I L � 11 I I �. . � I ." p � I . I 27 a& Therms-Tru Ftbear-Clossalkand Sn goi ­Ssaar Wingert SMIX8 8qum Non -irreigur8ouct. Glaredl l2ni"W4 No Ygre. W WA Composite, Ecloc Filssralograggs ilsingic Door voth 30I 1­1 �, 1�,,M.��N��, 115114111101111111� ; 4 � I !, pI,!­,j,r, ­ iI­I,­I,, ,, II I . 2 I I , , I. I 11', 911111 I, I I � I -11, . 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I+.:• . r , 4 „I *,x ,-er t-a : • ^ r I .:.:. i �Prr. .i; Ysemc hMLw. �,1,C it aJ,r,�_glry, -Ir �,r:� r ,y.j� A For adrYaonel Irdaniaepl rtprr,dilg Florida's 8talewldn Pr«arct Approval 8ysl•ra and MarN•Dede County Nadia ua Acmptenae CMCT11). cCrrK as Raw - Far addrJanel vltamerion regudhg Fldnda9l3teewlda PrdalNtt AprxovW 81.stem and MarrN•Oada County Notha or AcoaPthnde (trpA). , � f i, . � F a a,,utxanal Ir 1nn,nr,ra royal dray rn Mr w zM Wawl:ltw Prrkax, Ararartwar System and tlana•C»de County d Aceeptayrce [NC7A). cucK.tlg;":C. �® i ea» i,�n •,,,..� �.:• r• a n,•. i'. x:d-. , ,x„IrwYar .,a:Fn;t Au,ra,el .. �, .. nr, M1tsm r7wn¢ S i.a,ht Notice. �".A.v, �., r,.a ,N,. 1rN N•i ... Y 1 ... }� :.' r'f FLU j tl6 RT FL11104A6 RB FLiM 04St? RS H i - H I J Sn r n g nitre hang c x F 1, n`,nun can nrs.,wrlWatak it a^n,, r 1 g t Ire 1 •; '" to ROUT' and heigh" rar rlimg from 4 5116" to 11 Concealed tlange a) • 10 V iiY9 Product Model. Number or Name Product Descnatlon lggg Product Modal. Nursbar rx Name P[gfnS.i2ex[ER ion gee al Product Model, Number or Name ducl Dascrbtion erson H , 'l r a• at':ahlo+or models hawing width equalto or O Q , 1 Tien Stainless Steel Ccncrote & Masonry Screw (IT N-S5) 114" diameter Titan aWlrns alms most ruy screw 1 A21, A23, A33 A34. A36 A44 Angles 1 LIT. UT B. B I Ff Back Ties ""1" L- 2 APA21, APA4. APAe AF''VA21. APVA4 A?VA8 Outdoor Aments Angles 2 CMSTi2 CMST14 CMSTCIB Cabled Scapa 12 II h„F,,acarins hangars C , v-n , r, ia,rm;. at:d 1 Ir , rL ; "1 4" +, t tr ,. ', 0 Q 3 AP644, AP64411, APVBW. AP6661R, ,AP688 AP1368R, APt 1U10 Ai 11 U1 OR, APVL344, Cutdoot Accents Post F,Itses 3 CS14, CS 16, CS18 CS20, C51-2 Coiled Snaps U and heghts ran, rig from- a• I,i „ a•: (� U _ FLN9689-RB APVB44R. APVB68, APVB68R, APt+Bt38, APV888R, APVF3101Ct, AP L11 OR 4 CSHPiS. CSHP20 Coiled .1130%; I rac;cr.mnarnR han>anrc (+� O 4_ (1� 4 APOJT2 4 APDJr2R4, APDJr2-6, APDJT2R-6, APVDJT2-4, APVL3 TZR4, APVD! I26 Cutdoor Ace'erals Deck .mist T,wt 5 CTS218 Cunlpraii sion/Tarawoo Strap i u, -r -i_ 28 0J2110 Face -mount hangers M s../ AMS Product Modal. Nun bar or Name APVDJ72R 8 6 DSP, SSP, TSP Shrd m Plre be I "+" '+° raria-nn&unr hangers � 0" L- 1 SDIO112DBB Outdoor Aecenta Connector Screw 5 APHH46, APHH46R APHH610, APHH61OR Outdoor Accents HeavyHanger 7 H1, H10A. H2.5A, H3, H6, H72, H16, H16S, H16.2„ H 1&2S Hurricane Tres 16 Li I sa . h., :�:e : Faeroerf lour t Prangr3i y :Ovallable in hw�dlris ranging from i-&116'to 4- (],� L 0- 2 SD9112, SD9212, SD10112. SiTt0212 Strong-Drbe SD Connecla Screw 6 APL4, APL6. APT4„ APTS, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and T Beam-ttrColumn Tles 8 HC.T.2, HGT•3, HGT-4 Heavy Girderrw4cwn `"+r1 ia�nrf 1 , , Jr,ts l Jinn} {ir>: •, 3"' to 10-15{18` C/� Q 3 SD91I2SS, SD6212SS Strong -Drive SD Conneclw $S Screw 7 APLH24, APLH24R. APLH26, APLH'.tR, APLH210, APLH210k Outdoor, Accents Light Hangers 9 H524 Hurricane To 17 f,,r,r r+ r �, ^.t r,.�'. :.L,_, IiI Jt..0 �Lc MCI.r .62 SC , Mr" Ir",+':Irv-SLrt face n,u t it on l ei. -� (C � A SDGF22434. 5DCP2;572 SDC'F?2614, SDCF22700, SDC:F22858. SrJC'r221014 Strong-DrfvaSDCPTmbsr•CFScrew 8 BVLZ Brick Veneer Ledger Connector 10 HS`;.I•SDS1 5, HSS2-2-SDS3 HSS2.3-$W. HSS4-SDS3 Heavy SIIA Shoe 16 Ir , seer .-,-q,r,, F,t ace.n-rit h ran . 1•.:rr'ahie in mcnIns rangingfrom 1-9116"m.5- SDCF221134, SOCF221334, $DCF271958, SDCF272350 9 CBT2Z, Cll Concealed Beam Ties 11 HS11 I-ISr , HS'T5 HSFH Straight Straps 1,fd, ale 1 re n,iit4, oil r,1111'^- "none rY 1 &116" to 19-Uzi. 5 SDCP22434, SDCP22512 3LXIP22614, SDCP22700, SDCFY22&,B SLX,P2dKJ12, Strong -Drive SDCP TimberCP Screw 10 CJT3Z, CJT4Z :•JTJ57, GJT61 Concealed Joist Ties 12 H iSI6. H1;;20, H1 S24, H'I Q1ii H 1 :i�,0, H FS:IOC. Heavy Twist Strap j 1^a ear i^-:; r, 'cal r..„'b Farr -mount han,,^Iers 6 ^ SDCP22110'D, SDCf "' i t Stan SDCP2714130 SDHR27400 SI)HR27614, SOHR31400, SDHR31614 Strong•Orrvo SDHR Combo -Head Srmw 11 12 DJTi4 DS Deck Jac;1 Tie ll Wall Slop 13 14 Fi TS016KTL r-I T,�20KT7 LFTA Heavy Twist Strap Light Floor To Anchor 20 SIiR 5_t. . ,, ;: '.r :: .,. .., p naur s , aihbRe r wdths ranging loan 1 t r Jt t, 7 SDE26112 SDS25134, SOS262M SDS25212, SBS2S300, SD525312, SDS25412 Strong-Drovere EDS Heavy -Duty Connector Screw 13 Fr-4 FCC, Framing Clips 15 LSTA9, LSTA12 LSTA15. LST 108, 1.6 r.A;i'1 LSTA24, l,,STA30, I.ST'A'36 Straight Straps I r rrtii , f , ;Ir Hi r a r h r ter al, rJarh'r SDS25500 SiDS25600, SDS25800 14 PNAN[ Fnt;ndaa inn Udall Angles 46 LSTI49, LSTI73 :straight Straps r ^^J a :sole, . r, .:ate tl ai , e i4 _r reak:I 8 StO8251129S, SDS2520095, SDS2521 ^.SS, MS263ODSS SOS25312SS Strong -Drive SIDS Heavy Duty Corkaector SS Screw 15 GM GA2 Gusset Angles 1 T LT820. LT940 61kfging i :r I sieei es hrmgers f w t• n olrn. rlrarr.lr a i lU1 "'Ll i ow ,I 9 SDUVF2710, SDWF2720, SOWF2724, SOWF2726, SDVJF2730 Strong -Drive SDWF Floor-to-FloorScrew 16 H2A, H2.5T, HB. HIOA-2, H70S, H14, HGA10 Hurricane Ties 18 LTS12 I_7S16, LTS1S, LTS20 Light lest Strap 6' and heigh'r.C, rang"ring from ?-51w' t,: 17 18 HCJTZ HH4, HH6 Hoi Concealed Joist Tie Header Hangers 19 20 MG1' MST27 NIST37, KST48, MST60, MST72 MedtumGkderTradown Straight Straps FLt110007-90 1R KBS1Z Kri"Ur+rirSlaniluet 21 MSTA9,MSTA12 MSIA15 MSrA18,MSIIA.11„MSTA24,MSiTA?dJ„MSTA3S.iASTA49 Straight Straps i FL*10%7-R6 20 L30, LSU, L70, LOD Angles 22 MSTC28. MSTC40.. MSTC.52 MSTG66, MS TC:15 SiralgH Straps AwlProduct Modsi. Nuntier or Name Prodrtct DeeetloHon 21 11 Post Cap 23 MSTC48B3, MSTC6SB3 Prc Onni 51raips Scv # Product Model. Number or Name Product Desolation I ATR318, ATR1/Z ATIl ATR314 TMtsedad Rods 22 I =, LS50, LS70, LS90 SkenvableAngles 24 MSTl26. MST13e, MSTI48, MSTI60, MSTI72 Suagrht Strap:. UA seeros hangers ap f larige hanlgerq a aw a e n ,Li i r I. n 'r., "•;' b: r 2 ATUDS, ATUD6.2, ATUD9, ATUD9.2, ATUD9-3, ATUD74, ATUD14.2 Aluminum Take -Up Device 23 ISC7 Adjustable Stair Stringer Connector 25 MTS12, M4TS16, MTS18, MTS201 MTS24C, MTS30, MITS30C l&diumTwnd Shan I 113" end heights ranging from ; 1la' to 3 3 BP318-Z E131/2, BPI/2-3, BP5/8&2, BP5183, BP314, BP3143, BPRTU03-4 Bashing Plates 24 LSW261.2, LSSJ28RZ, LSSJ2S1LZ, LS'SJ28RZ, LSSJ21OLZ, LSSJ21URZ Field Adjustable Jack Hanger 26 NCA2xlO-lZ NCA202.12, NCA2x8.16, NCA2x10.16, NCAZA12"15 Bridging L :: U :roes '.angels ail Top flange har,gers available in vidtlis ranging trcn- 3 w6" to 7 4 CNW318, CN1,01iPtt2, CNW318, CNW314, CNIIAM-1T2, CNW3/4-518 Coupler Nuts 25 LSSR18 1, LSSR21, LSSR737. LSSR2.56, LSSR210.2, LSSR410 Field Adjustable Sloperabler5kerwable Hanger 27 RCWFI12, RC04BI4 Wall Bracing 1)3" andheights ranging from 9-114" to 24" 5 CTUD55, CTU085, CT'UDS6 CTUD75, CTUD76, CTUDT7, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RP$28 Repair Plate =strap L,e-,F sac,-=> nw,ge Top flan -le rim, gets 3 s4atJie n widths ranging from 1.112" to 3• CTUD98, CT'UD99 27 M L23Z, III ML252, ML287 ML2107 Angles 29 RSP4 Stud to Plate Connector I r! err d, r limn, Ix"I "y Ao, 'to 2V 03 N3, N4, N5, HIS Heavy Hex Nuts 28 MIMH8 Roof Tie -Down 30 SPI $Po. $P4, SPS, SP8 Said Plate Tie i 4 DGHF series hangers ✓p+ango hangers a ria .a n ,c h r: nc, :, 'r '- ' ','4'10 7 RTUC3, RTU03B, RTUD4, RTUD4B, RTUD5 RTUDe, RTUU7, R-TCJOS Katchetog Take -Up Device 29 MMHC Hingad Roof Connector 31 bwl-l4. 1;Pi-fid SPHII Heavy Stud Plate Tie .,+a" ;srd nr,ghh ra ::ng fir):" 9 t. ; 4 8 I UD9, TU010 I'ske-Up Device 30 MMLU26, MKU26.2, MMLU20, MMLIJ28.2, MMLU210. MMLL111211, 'AMLU139„ M4MLUQI1 Face -Meant Hangers 32 SSf.,, a52.5 SS=, SS4.5 Stud Shoe EG . tG71 Era9 sorry Ihanftery r op flange hangers avatiabie .n •roc h>. rr^n;, a no-, . ',a"to !+- 9 TUW38 Take -Up Washer 31 ROC RBC,P Roof Boundary Clips 33 ST9, ST1.2, S-r1S S722, ST2V2Sr212' tiT2116 TT2215, STe715, ri=4, ST62W Straight Straps (15' and heights ranging from ' I' tc 't- 1r'_' 10 URS3 316" Uplift Rod Run Todown System 32 RS7.3 Rant Tie l'')own 34 Te20• T827, T830 T636, I'll T848 7864, 7P-% TR80 Tensor Budging i I ':. , rwK rr;irrigert Top flange hangers ava labkt in wdths uinliq bona 3-b18v"to 7 11 URSA 1/2" Uplift Rod Run Todown System Sty RTC227, RTC42e RTC2Z, RTC44 Rigid Tie Connertors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 1 1-114' tr 7" 12 URS5 &S" Uplft Rod R1onTorlown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 Vl3T, VGTR, VGTL Variable Pitch Gade1 I wdown I - IF r:+i',Jitirs Saddle hangers available on idths rarcginJ frrsm 3.114" der 5 7118" 18 URS6 3/4" UPIiR Rod Run T-edown System 35 TJC37, TJC57 Truss Jack Clips 37 W6106, W8106C, W6126, WBi26C, VV8143C WaM Bracing I and heights ranging Pont &112" to 28". 36 Z2,Z4,Z44 Panel Stiffener CIPS r:_P.:riir >,ur:yri, Top flarrletuvjefSovalijbivmwidthsranging frnin3..114"to7- 1/E" ;and oa.ylilr. t:+"r7 any rirwrr i 1" W 3^r FL#10441-R8 fl-1010831-RS 9 11E;eere,iwatiae+5 Prier"ay`,an;{rl :rs,;.elut7lr It'•aratYlsrsrngln Irolnl-EP1 "'to1 Eire-RS r •.4i "'.P : •rl:i I.t „ 1,•:Vi tl r},urn ir• MJ Product Model, Nunberor Name Pmdubt Dowth m a'• &fi Product Modal. Number or Name Product Desicirlipillan 10 11GLS series hanger's IS nangelS auallat)Ie ir, Lifl I t-.f are � ;� '�, ' c t`' i DTT2 Hold-down Slea 0 Product Model. Number or Name Product Description 1 CBH2 374.5, CBH2 37x7.63, CBH2.37xg.75 Concealed hangers and height•.; ranging from 10-112' to :28" 2 HDC1014, HDCIOQ2 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, OHU, DHUTF series hangers Face mourut (DU, CrHU) and top flange (DHUTF) hangers i { :'L t,r it Pan;,ris Top flange hangers available in widths ranging horn 3-114" to 8- 3 HDC18, HHD011, HHDO14 Hnki-dcwrnr 2 DSC",2R-SOS3 DSC2L•SDS3 rSC.5R t1DS3, DSC5l_•Sr'TS3 Drag Strut Connectors uvdMabie in widths ranging from I .g 16 to 3.9116 and he _,:I,"-, 7,08" and heights ranging frpm 7-1 r2' to $7' 4 HDUZ HOU4, HODS, HOU$ HDU11. HDU14 Hold-down 3 Gen- Gable Bra Connector ranging from g• 1 /8" to 23.18116" I t I- it I ° ,„ r:, h zr ,;a, ,. Tap range hangers a i aiiLable in widths ranging from 3-114:'l0 7- 5 HPA28, HPA35 Strapstyle purin anchor 4 HCP1.81; HCP2, HiCP4 Hp Comer Plats 3 HGU3 d3•SDS, HGU5.25SDS; HGU5.5OSDS, HGU5.62-SDS, HGIJ7.MSOS, HGUTZ- Face -mount hangers 1,18" and nogl its cal gang from, 14" to 32" 6 tSrHD8,LSTHD8RJ Strap-stylehold-down 5 HHRC2.2, HFIRC42, HHRC42-2 HHRC41181,HHRC44 HHRCS2S, 25 HHRC:537,13IZ Heavy Hip to Ridge Connectors SOS,IA",UPDo. SDS 5 I1:f �_x r rte��r� Triprlar,ge+nangarr� nD,Iahltrnwidthsrangingfrorn2-�5J16le1- 7 MASA. MASAP Foundation anchor strap HHRC66 4 H<,A is enrins hangers Face -mount hangers available i1 widths ranging from i•S1p -� ;- 9,tiF,r arrb tvt;.lntw r,+r,,limg +turn 18 to 2t3 8 MPAI32,MPAI44 Strap-stylepurlin anchor 6 HRC18'1 HRC22 Hip Ridge C:onnectof 318'" and free f>is ran in from 5.6r116 b 12-78", g ranging I� 4 a 1 . u;:; i � siu.ar:°,. ,4fa+i,,,y Ir.lrr.,l%a,:rijhk,imevirWhsra,rgrgrrrrirn'S-1A1'ro rn 9 PAIS, PA23, PA28. PA35, PA51. PA68 Strapotyle purin anchor 7 L.RLI LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5 2rr.4L)S, HH61,15 ,n:) SUS Hlii I lie 6C1-S014 HHQ.1700-SDS HHGLf7 25-SUS, Face -mount hangers _, .i and lic-5 i., ^ , 1 ., , 1 1 , 10 PAI18, PA123, PAI28, PA135 Strap-s" purlin anchor 8 LSU28. LSSU28 L,t4SL1210 Light SlopeatiklSkewaoie U Harigni HHGU ,OO-SDS "riff ilij "F: HUCTF sera r a,lgers Tcrp titarige hangers vv arWolv a r. uiloi. r, r C; rq. 40` t +nil l b k1 :1 11STHO10, SlHD10RJ Strap•style hold-down 9 T8E4.TBE6 Tnaas Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2 HHUS46. HHUSdtt HHHSM0 HHl,yr ',0110 Fare-rTount hangers 1,2' and heights ranging homy 1. 1 6 k< 5 ;onrrealr-act flange 12 STHO14: STH014RJ Strap -style hold-do•m 10 TC24: TC28- TC28 Truss CIP HHUS7 25n0 ( version IHUCTF) available for all mart,', ha,iingrodth equal to or 11 THA29, THA213, THA218, THA21 Fi•2 THA222.2, THA413, THA418, Y 4AC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers skov mci faco•mount hangers avnilabx+ in widths ranging I,- , i greaterlhan 2-9110", THAC422. THA426 I HA422-2. 'f HA426.2 11W1' to 511H" ,and iioV1l% riingrrg Ircim 4,314" to 16.304" .1 I r",r1: hes.aam hvnJer'rr Top flange hangers available in uwdths iangnq from 1-9116'to 7- 12 THAI1.81)22, THAl2 r3aiJ22, THAl2 1122, THAI222, THA1322, THAi352'1. THAI422 Adjustable Truss Hanger Sized for I -Joists Ccmrcako flange vi-mi:,n (H; Lk 'C, F1S0I G) available k r1 El" and heights ranging from ;•.N6" to 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4k naodcla only acuto flange is rontsalac 17 H^.R'PH r-.4ar w.Is hankers Ts°err flange hangers arvahbbie in ridthi; nm,inci irani 1 •£+11 1" to 7- 14 THJA26, LTHJRe6, LTHMA Muitrple, Truss Hangers 6 I HI _26 I-IT`U28, HTIg210, HTU26-2, HTU28-2, HTU210-2 Face mount hangers and heights ranging from 5.318" to 37' 15 THJM2.4-SDS'' TH,IM2-5 SDS3, THJU28, THJU21 W Multiple Truss Ha m � 9 HV, III iC series hangers 1-9.'I Face -mount hangers available in widths rangingfrom e' r. MT r, scrr, Inner e r 1' T12' trim flaulgee hangers available in wdtha ranging from 1-9118 to I- 16 16 TSBR2.24 Truss S aw-Restraint 1f2" and heights ranging from 2.718" to 19-114", Conceak r:,r i 5)'6" and Iheighta ranginng from 9.1IS" Ic 1e5' 17 VPA2, VPA25, VPA3- VPA35, VPA4 Variable Pitch Connectors version IHU(:) avatlabio for all models having width eoua! rr ; + R �sry ^, "iur,pwle Trap flange Parsers avaiahle in ^Mdth of I.P116" and heights 18 VTCR ValeirTruas Clip greater hurl 2 9r16' I ranging frarn n 1VIT to 7-14' 10 HUC01.81r'9413DS. HUCQ1:81111-SOS. HL1CO210.2-SIDS. HUCQ210-1-SnS i uJCCr310 .TlA :,: . „ h.,r g"rs lop flan,le h,Inners available in •,rJud'th of 1.9116' en,d heights SOS, HUCQ410 SOS, HUCCiAl2 SDig IIIJC:45 2U9-Mt S, HUCC79.2&11-SDS• HUCQ610- Iromg a16"hr i13-'1f8" tdLas, rnJc:u512 �.v:.i I i I ® Simpson Stroh -Tie 2020 FBC Approved Products Updated Iu3w2o Simpson Stroh _Tie 2020 FBC Approved Products updated,^r m I I i E= Simpson Stroh _Tie 2020 FBC Approved Products Upped Simpson Strong -Tie 2020 F13C Approved Products updated I23a2020 For direct Inks to el SST aiaproveis Head below, CLICK "ERE. For loos Intro to all 4I9T approvals WOO below, 0J. JS E• For dlreol Inks to at 8ST approvals Is1md lbebrw,.Q�,aQAJUM. x w :: 4 ,k, iv Ll SST oppiovaiv Inane For additional lrrxmatlonra9adigFodasStalewldeRoducl Apoova1Sysiemarid MamDedmCounty Notice ofAccn0040N.aLtR ^ 15 »For additional kdaratonregarding Fldkk59tatenrWePrcaacFApPtwaiSyslemand Narn-OadaCounty SWVt.56, 51LBVI,81, S1LBV2.06, SILUV2.37, SrLBV2.56, S1LBV2.68, 5ILBY3.12, S1.BV3 58. &LBV362.. SILBV4.06, SM-BV412. S1LBV4.28, S&BV4.76„ SILBV5.50 NaoeaAoeptancmr, T op Flange Joist Iiangers H r.,J .•• a dLv„ :.,ran7:i'rrrol`luria's alo+rrdmi oOaclApProvali:;rpmrnundr"lmrro0cder,wrl4Yi^loF:ecdna l r: r,,;- .: Ia Tf 1 ^"." ..,, `I r, A.1_'a •.rr.un,:r ro ',. Adne a r i 10 , a h ,r :i 1 ) r r , r f i erela s a tank inn, rennin 'L� j,J 21 LB series hangers Top flange hangars available in viidth of 1-9/16" and heights ranging orn 5.31iY"to 15-118'" FLs11468 for 9 . '> L , 22 LBAZ sons hangvs kab hts T flange hangers ovaie in vAdu1 of 1-9116- and � Irodltct MOM, Number or NanH Product DaaorlDtion 19 SLIT-0 S1UTT.L, . A-rTT14, HTT 4, HTT5 Hokdowns r, T rf ,, 1 T 6 i - rn U L ranging from9-.1L10'" tD 13 118" 1 HHUS210-3, HHUS210-4 Jo,sl Hangar 20 Fs'MST60, SVMST7: Straps 118 mil (10 go) 7 Titer i i., ,T iG I i 7 1 Fa`" I i ; h:-' , 1'I-Ira HI ,,, TI40 ,S T Ir, C Fr._a': `i,..n , A,,.:1,,� 'r,t, .,,:.., v , ,•, ':n , ,� cr+1rJUL. , Ir^ .,.i•<. u y 23 LEGS. LEGS. LE07 series hangers Top Range hangers availadis invidbrs tangling from 3.114"to 6• 2 HRS6, HRS8, HRS12 Shop heir 21 SpillSP6 Stud PlateTia ail::>..,nr' t,,:s ,.,d i i:,rl =n i : J1 , 1 7/81'and heights ranging from 1133-112" 3 HUCQ210.2-SOS, HUCQ210.3•150S, 4UCQ310-SOS Juist Hanger 22 SSP, DSP, TSP Stud Plate Tina der n tr star:, u1 w:h wurik +. • !err:+: si .t +: -in strrl and 24 NEC 6. ME07 series hangers Top flange hangers available in widths ranging from b 114" to 6 4 THGB2, THGB3, THCBFI2, THGBH3 TH3eH4 Joist Hanger 23 SrC, OTC Truss Clip 7/8" and heights ranging from 9" In 32.112' S THGQ2-SDS3, THGQ3-SDS4.5, THi^,OHZSDS3, THOOH3 SDS4.5, THGQH4-SDSS Joist Hanger 24 T3022 Truss Fsracr Diagonal T Inn F r rzod ;:oupktr (THDIl76.34RC. THDSCS34RC:) Tien HD Threaded Rud Ceup+er Pre ncreto 25 MIT series hangers Top flange hangers avaisbls in wdhe ranging from 1-9118" to b- 6 THGVV3.3, THGW3-4, THGW4-3, 1 H,;W4-4 Joist Hanger 25 TJC37 Twbsb :lack Connector lk"r r n a udu t nod Hanger i;'1'I iD'3. i158R+K„'THOL'871 c$HH, 'I`t-CC3T212RH, riten HD I hreeardded R nger lvi nor HiS" and heights ranging from 9-114" to 24". 26 PF, PFB, PFDB, PFDSB sores hangers Top flangv hangers available in width of 1-Wl(r and heights 7 1if" FL*M3904-RS `-+ ad{,r r "VA 9Vwdgv Ai A,,c,^,i t r n+niraa ��rV. /✓� ranging from 3 3f8" to FLX11473-RS I 119.Not: W 27 28 RR VP sores hangers Ridge ratter connector Top flange hangers available in widths ranging from 1-9116" to 7- Product Dascriotion Product Rtcdel, Number or Name Product Doccnotion F 1 ' ,�Rf ua�?,0 V�� co�p�e F6C n Mai' and heights ranging 9-1/4"to 32". 1 CETAL20 Double. E'rnbcdoecl I'ri)sN Anchor 1 CFQ 13 d2.SCiSHCG, CCtCM4 62•SDSHDG, CCQM5.S0-SDSHDG, CCTDM3.62-SDSG, Masonry Pier Caps R8�18 W 0�0 2 FGTR, FGTRHL. FGTRHR ^+c .,., Girder Retrofit Anchor CCTOP44 62 SDSG CGTQMS 50 SDSG, CCCQM3 62SDSGt CCC4M4.6ZSDSG, CCCQM5.5C-$D'SC Product. Mlddel. Num bor or Name product Description Q�B g 7A['X n it cirsaa,ie{c,ean�Yat!1't^irnn;a:x,nry AT`XP �- >yIOBGO• ti AAB1,81F1iETAL20 A..4 HETA40 EmboHurricane Tr G r 62G-KT, F 4': C :1M i,;iC9 Kl., FCC:LLC)tAD3 NmsontyPiatCaps 2 FpaxS e,or� y �7 5 HETALI2HN Embedded Truss Anchor �CLLUMD462GKTC`EGCLLItIMUi,I1 0S-KT LCCLRQMU3.e2G-K1,ECCLRQMD4.82G- 9 `~FLAP 'IF, XH w h.:^;trrnllhr prwr rl { 1, �j t PrroductModel, Number orName A$A44 A$A44Fs, P©A48. Af3AdBR A$A66. AHA86R Adjustable Post Base 6 7 HGAMI0,HM9 HHETAIB. HHE! A20, HHETA24, H NETA,HD MtaaCnryretrofitconnectors Heavy EJrltaedded Truss Anrha - Kf,ECCLRQMD550G�KT ° 7 25, i-iGUM9.00 FR,llfuk, 2S r{ryiUM'i .`i0, f iCiUMir C10. ItC3UM-�.. Fleas Mason Y MasonryHangers 4 Hta fa f:'rF,."� rive xr'::r f✓v h :..,yt� a sal rf r , t r, ); , , ...... - -, _. , . ,. .. .. . 2 ABU44, ABU44R, ABLJ40 A81.140R, AS1.15.5. A8U5-6 A&L.,65. ABU66. ABU66R, A811$8, Adjustable Pow Base 8 U3T2. LGT3•SDS2.5, LGT4-SDS3 Cinder T adowri 4 Lrk_110 13 2 1_61dM26.3. 1 GIAA26.4. LGUM26.2^ LGUM28.3. LGUM28.4, LGUM210-2, Maaortry Beam Hangers f: a, , _, .•I ..H ..,, F, ^ i, , , •.:, . ,,a;,r,,,,l I e^n ti -- ....-f , ., -r,,,r .1,1 r rt, l .nncre+e aealuill#, in .3_n ABU86R, ABU1O10, ABU1010R ABU121Z ABIJ1212R 9 LTA2 Utterai II Anchor LCUM210 3 LGUIV210-4, 1..GU4146, _GUM48, LGUM410 p :.TI J ir•rtl,?1tiI,, nF rv! 3 ABW44Z, ABW44R2, ABV4f46Z, ABW46R'Z, Af3'W66Z, AF3'JYt96RZ, AHW7.7 Adjustable Post Brae 10 META12, h+lETA16. META18, META20, META24, META40 Fmbe+:ld+ad 1"nrssAndlor `%op S MBHAJ 1219 ii°i, M8HA3 121125, MRHA3.5817.25, MBHA3,560.25, MBHA3,56111.25. NBFlA3COlt188 N$HA3°, 8a14 MBHA3.S6118, MSK43,56MSI M18HA5.6OU 26, Masmy Top Flange Beam Hangers 7 Titen Turoa TiTTj 011­., Then T. for 4 h.4, AC4R, ACE4, AC6 AGAR. ACES Peet Ca p 11 NSTAM24, MSTAM30, MSTCM40, MSTCM6O .uirr Trti fo, NL.� y I f ,rco c!av, Archtw <t w vie : , i .wr! y 5 BC4, BC46, SCAR SCB, BCBR. BC8 BCS2.2/4, BCS2.316 Post Cap 12 MTSM16, MTSM20, HTSMI6, HTSM20 Twist :,leap for Masonry 50111 MBHA5 50i'9 2.5, MBH A5 a0 1 1 25 N1V A5 50 11 88 MBHAS 5&14, MBHA,5 50d18, 6 CB44, CPAIS, CPA8 CB66, CPAB Embedded Column Base N1BHA5 7011.9 I 7 CBSQ44-SDS2, CSSO448•S032, CBSrDig6•Si CM88-SDS2, CBS©88-SDS2 Embedded Column Bea 6 NeHU3.561925, M13HU3.50111425, MWW3, 56111 88, MBHiU9,ra1i.14, MB14U3.56116, � Mlasonty Beam Hangers 8 CC, FCC, ECCU Series Softed column caps with W1 ranging from 3114" to 9.10 and W'Z rangingfrom •618" to r •112"g FLML 1498-RS .a. r L15014, MBHUS 50116, MHHUS.50118 StG,r , i a I �CC.9lLSL.LS lei L{urrr l+Ql:,.rLLrLa product Ue ;itl)SroP, 0 9 C.CQ-SDS2.5, EC CQSDS2.5 Series o- y. Scrawed columkr caps with W1 rangingfrom . 1/4"' to ra•1 J� and raging Illom 3-Sf8" to T•112" $l9�i 1 product Model. Number or Name CTT1Z Product Descrdatlan Deck Tension Tea � k ;481ft v- >I L 1H, x',t , r r', .h: i y "I 1 rwJ k i xl i�,1 r ru'�.:,-1 ^ , - . .. rr"et.,l . r�r,,,l 1^l, Tar h" 11 %a ra�:..�.., �.,tih err r;11 , tort CD 10 CPT44Z, CPTW, DPT887. Concealed Print Tie Base 2 HD12 HD19 Balocd Hokdowns FLIM3975•R8 I .F,F 0'014 71122 1-2K 412-24 too aq Drvo XL Largc•Head reV al wtF-Driving, Tapping 11 12 EP844A, EPB44. EP848, EPB68 EPS4Z Embedded Post Base Embedded Post Base 3 4 HUSS, HD`B HD7 B HD96 Mal, HITS, HTT4-,,J4 boltea Hie ktowns Tension "ies 5oa 0 Product ModgL Numberor banns Product Doscribtlon : ,,.,.' ;t ; 'i , 4Ca1:'?'n 2K 1 ., Scie24 wt vat i A6 Did cant and Large De ratter i hex Washer Heed q Dri r XY 10,9dium-Head Metal Self -Drilling, i�•- < 13 LC644, LCB68 Embedded Column Base 6 LT719, LTT206. L717131 LrghtTension Ties 1 SOW22300, SOW22338, SOW22438, SOV422458. SDW22500, SOW2 000, SOW22638. SD14�B34 Strong-DiiveSDW EWP-PLY and TRUSS -PLY Screws I 4 XC114, 1:2-" 4, l 14e1..'•' h' � L 1:,. � � a 1 I 4 " 1 rI appr,,{ Ir,r ': 1 7 Llfil I loirtand Medium Diameter Hex #', � '_ rY t L rl�,n7 r 1xl. �,, g s arc.,,a 'nth ro, `� 14 LPC4Z. LPCBZ Lmht Post Cap .Xr.' .. .. -E1, .:K'. _ _, -.. rrli .. Ln..>0 15 16 MP644Z, MPBW. MPBSdZ PB44, PB44R. PM, P 86, PBBBR Moment Post Base Embedded Pest Bean 2 3 SDV61CiS450, SDWC1St300 SDWH193DO06, SDWHIG4000B, SDWHIOWODS, SD6NH19a00CB SENVH IVIO Cub Sbo,g-Din eSDAl TRUSS Screw Strong Dive SDWH TIfMER HEXSdmw I 4. , 1^;, •'..: t rr16 5e, 1i *10 16 nt.o -g : r, XLo twgetal Solt-DYraiiing, Tapping Screox with �.../ 17 FW"A, PSS45, FBS68 Embedded Post Base 4 OTiDG O1NH271 SDW 12140J3 SOA1H27600G SOVVH278OOG OV+271 1 ODG Strong-OrrveSDWFJ TIrvlt3ER-HLXHOG Screw Is 19 PBV6, P8V10 PC44-I6 PC46.16 PC4&18 PC64-16. PC>66-16 EPC44.18. EPCdb 16, �C48.16, Round Post Bess Past Cap j12111.1 1 F4odud Modal_ Nyggber or Name 133578x24. 38718x24, S81x30 Product Deacrs - SR Anchor Boos 5 o J403 5'IDWS18212, SDVYS16300, SGNIS1S:i1.. WS2e �C)'JVS :'S1;., : L1Jv ,,":7fA0.,, SDWS19600, SOV.Si 6312, SDWS22400 SD Strong -Drive SOWS FRAMING Screw StrOrvg �IrreSDWSTEMBER Strew Interior Grade ' 0 ' r Di71S'221500 wwiiaa� L 20 P-_4 PP1C4RZZ,UPC2l2, PCSRZ, PM, PC8RZ EPC4Z, EPC4RZ, EPCISZ, EPC SRZ EPC82, Post Ca p 2 - �1 , tiSI628LSST820, S5TH24, SSTB28, SSTH34, SSTBJB. SaTti1 dL. . �i 620L, S� (;.4L rSSi°k1 Archer BOMts 7 ry SDV&M300DB, S00413 20400DB. SDVY1bDWS2250S 00013 SUOJJ/20101 t7� bO6 32'280DD9 Strong Drive SDVJS TIMBER Screw (Erlertior Grade) FL#'3532O-RO EPCSRZ SDWS2210DODB I $g g faduct Model. Number or NaI Product Desrriottoin 21 PPB44.4Z PPS44.6Z Pow Base 8 SDWS22312DBB, SDV4S22512DBB Culdoo, Accents Shuctural Wood Screw I rJ.-,SCH41 5 r, SSC 46 C' <': C li4rr ": f F r ,^,r: f naming Pa ;r 1r•,' , (D ��iaPar/+,� ''2 RPB7. rteO,Mt POatBttlee FL1M13972-R4 � WS2750055, SDWS..75C10uS SITYv C-J 7tIi1CJb:^, S)W4273COSS,SDWS2740GSS n 4 2 5'ttntl •ihnln:,DWS TuMBER .5 Strew i - t ",i , F-C, . , .. 14:,. q t a H g Bypass Framing tx c, p ..x«nnnrtn, S aVL'S2I10oC7;B3.9, �VVS271200.� '_:arew -t r PHsd.+ 4;;1018r ,FPHSO3411101agF-HS),JAUx0"5.•iK',.NPI-N.:41„aq;;lsnt4, FPHSD14P1214.PPHS034H1 11"rh;: 41:J-16and#12-14S3rong-UmverHll.:Clllfaming4oCi 1;Sel1• Uniing,Tapping Screvir. V, FL01013tM8•RS 9eq9 1 Product MOW, Numbar orName CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 ProductDescnotion Coiled Straps 10 11 SDwJV1:34C0 STN22 Strong -UrNe.S'U'dVVSOLL-10Film Outdoor Accents Hex•Htmd Washer 4 1 Srr2' I ,FC:4 25, LSFC6 25 317r2 25, 1F1:.4 25 51` 6 2 Steel Framing Connector � Cn 2 HRS6. HRS8 HRS12, FHAS, FHA9, FHAl2, FHAIB, FHA24, FHA30, MST125, MSTI36, Straps 9. mil (12 ga) 1 : -,w'4 , I :i9D6 ,1J5 FTS(_2 d6, S'SC.,4,:5 SS(X 25 Wt SC:2,25, IASSC4,25, MSSC6.25. Steel Stud Connectors Allj I Product MotHN. Number or Nave FJA, FSA Product Daecrbitlan Foundation Anchor 3 MST146, MSTI80. M4STI72, S/MST27, S1MST37• SIMST48 HTS16, HTS20, HTS24, HTS28, HTS30, HTS3OC Heavy Twist Snaps PLO"5315"3 ' , r 1 s,v, iF vv, 1 ,86C6 26KW Ru KW9 RCKWV6 S RCKWrr".5 R .KW3> R(:K'W6 Rai Knee Wall Connector aaaYtawes��� C�•1.. 2 PREP Flat Raoofit Foundstion Plata 4 LSTA30, LSTA30, LSTi49, LSTI73, M31l WrAl2, MSTA15. MSTl,18, NISTA21, MSTA,?4 Straps 45mi1 lira pa ( gar) 1 x P4:i , a.Pr 5 , 4CB47 ,15 5 RC,B4g'S 4(^B411 5. WACR,15'5 MSr:B47 5 Byp-asr. Frarr:ing 51idr.Clip Corineafzar CL 3 GH46.5, GH4&8, OH4&6, GH46A r3H410.6. GH410.8, GH66.0, GH66.6, GHIS". OHS& 8, GF4610.6, GH610Z Girder Hanger 5 6 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2216 LSUSH3.25, SUSH3,25, MSUSH3.25 Sb 33 mil 20 a) t 9 Brd n Connor I,), �� 1 Product Model. Number or Name AS IS, AS IW5, AS1880 �� at Deficribtion 18 a Thins Platen ga. 10 G,a, r v197, h 552-5P'118, SCS82.51118 S Nor .25 Bypass t'raming Connector Head-of•stC .enectClip CarintKtr,r 4 5 GLB6A, GLH58, GL85C, GL85D, GLB?& GLB76, GL67C, GLB7D GLBTSI2, GBLT612, GLBTSI6.OBLT616, OLBT520, Ot3LT62D Gkdam Bearing Plats Olt4am Bearing Porte 7 8 LfP5 LT512, LTS18, LTS18. LTS20 lute a Te Plate Light Tw4aRStraps 2 3 AS 2DHS A5.2!0 23 H ri Steen th Truss Pitts 9 Ki 9 20 Da. Truss Plate U 11 16CI SJG8 25 ,SJC"G0.25. MSJCtiI 1T f,1..1i:1'_p 2; JC SSB34518 stare Joist Gnnne¢,i0rt f yr,usv F arr:,Ig 5 r e 1 6 ^^"'r Sr_ 9 r < NSI A30 MSTA36, ST6215, ST6224.. T9. ST'12, SrIS, ST22, M.iT1 .8, MSTC.40, firl Straps 54 4 ASHP Hang* Plata Connelobr 12 XLSH3451414, XLS;H7k1B14'4 # i4 14 SUOng Drive ` L5H St L derr.l n4. Lririlllg, I'ap,°°oing 6 7 HGABA. HGLBB, HGLBC, HGLBD HGT-2, HGT•3, HI Heavy Giulam Bearing Plate Heavy Girdor Todown 10 - NSTC68, MSTC78, STS238 mil (16 go) Scapa ft roll (14 ga) :3rri+vis LJJ 8 UFPI0SOS3 UniversalFoundatPonPlate 11 hrT912.MTS16.M4TS18.MTS20,MrTS30,M4TS24C,MTS30C M4ediwn'wnst'bhaps 1' X01510 i i5 X01 t ? x •(, X 078Si224, Xr378B1224-3K, B C164K 3'IDISI,t14 rCC{181,.1435 VC 18 fit 2-14 and 012.74 Strong -Drive X Wiai Self Drilling„ 9 IJRFP lMMeraal Retrofit Foundation Film 12 ;r 1 9rB1.56, SJBi 81, :3IB2.06, S1B2.3"T, SI62,56, S162,68, 518312„ S1FS„ �6 St03 b-, `_,164.06 964.12, S+B428, S164.75,SIB5,50 Pc i-Ian a Joist Hangers p g g i r,.-it1iT1'74 5K X'C111 1224.XQ11291224-2K.X34S110IA,_,+9+' -ppi, lc•.•r. ' ) z 13 5BA21218,S/BA2.12It0,S+Jll 12f12.SJBA2.12114,SIOA4.1818,S''A4,18110, Top Flange Joist Hangers JW Product Mgggl.Number orName Product Descri Description &BA4.18112, SJBA4.1BM4 1 Er -HP Adhesive Anchor for oonciel* 14 9rH1A Hurricane 11a 2 GAC, GDP, GDPM-50, GDPM-75. C,U00 1GU, C©PS, GW-50.GW 76, GWA00. GTH Cars-eetuaMdfasteners and assemblies15 SHDBS, S1HD8B. SMD10SSMDiOR. S1H lDI5S, SM'Di5B Hokiowns 3 PDPA, POPA-K, PDPA-MG. POPATPOPAT-K, PINW', PI%VP, PrNINP W POPAWI. Powder actuated fasteners,threaded studs, and assemblies 16 S1HDU4, S1HDL16, S1HDU9 VHGU11 Holdowms PDPAWL-MG, PSVL3, PSVL3-K, PCI.DPA, PFCI r)PA PTRHA", MI IA4 17 9'JCT, SIHJCT Joist Hangers 4 SET.3G Aonesivve Anchor for concreteSHEE, N0, March 6, 2023 111] MIAM WMAW-DADECOUNTY PRODVCTC ONTROL SECTION 1 IS05 SW 16 S wotr, Room 202 DEPARTIE.NTOFREGVLATORYA.NDECO-NO&nC RESOtTRCES(XM) Mem Flonb 33175-21474 BOARD AND COOK ADMMSTRATIONDMUON T(M)MI-25po F(75d)W--."9 NOTICE OF ACCE IYTANCE CIO A) wwwAdjoijiftailvAigatm PGT Industries, Inc. 1070 Technology Drive. North Venice. FL 3427.9 Scan: This NOA is being issued tinder the appficable rides and regulations governing the use of c a wis n The documentation submifted has been reviewed and accepted by Miami -Dade County- RER -Product Cotftd Section to beund mbfiswiDade Couary and othefucaswhere allQwedbythe AtAbovityHvingluriukun (AM. This NOA shall not be valid ailer the expiration date stated below. The Maau'-DadeCounry Product Control Secke jn.Nfiamt Dade County) mdVordie AIU (in arassolheir thattNfiami Dade C*unty) reserve the right to have this product or mideriA tested for quality awntence putposes. If this product or material fails, to perform in the accepted mammthe -mb er will mcur the expense of such testing and the AHJ may inimediatelyrevglee, modify. or suspend The use of such product oi material within their jurisdiction. RER reserves the t*t to a-mke this accepume. if it i,, deterauned byNfiami-Dade County Product Contras Section that this prochict or nwerial fails to meet the requitements of the applicable bvild* oode. This product is appravedas describedhesein andhas been designed to ccenplywith the Florida Building Code. including the High Velocity Hunvane Zone. DESCRIPTION: Series -5.47012770"3inyl Sliding Glass Door (Rein)orctd)wlwo 901 & 1K* cwwrs-UNU. '\ED B, title "Visyl Slid APPROVA,L DOCU --T:Dra%i,=ffNo- -5570�01kei 6 ing Glam Door NOA (T.NW shtm I dirou.8h 21 of2 1. prepared b,, manufacturer. dated 10 05,15and Iasi revised on 02-'012 1. sunned and sealed bye A. Lym Miller. RE- bearing the Miami -Dade CounrProduct Coutfol Revnion stamp wash the Notice of Acceptance number and expiration date by the Nfiami-Dade Couniv No duc t Co mot 'Se c tion XIISS UX LNEPAX T R-AMG: Large a nd Smn H Missile Impact Resistant Limitations: 1. See table I (sheet.D and table 2 (sheets for apphc,* It SGD unit t.,Lzes, de,,agn press tres. tessifoicements types. glass types, sill nset (see tables B- I & B-2. sheets 7 -8) and =har layout °ibeets requLrftnent% in 11 thru 16. 2. Rigid Wte PVC. Tan (lion -white) Ristid PVC and Bt own coated (Painted at lanung )ivhitePUzdP%7Ctobe labeled per teferenced N0A'% rectiurements. 3. Egress operable doots must comply with min cleat width or height per FBCrequVienlent. as applicable. 4. Pocket walls under separm approval to be reviewed by Building official LASE G: Eachunit " beer a pennanantlabel with themanisficta"esnam or logo, city. stale and series and following statement: "Nfianit-Dade Cousity Product ControtApprowd'". noted liffein. RENEW.AL of this NOAsW becwafter a renevml application has been filed and there has been no chase p in die applicable building code negatmly affecting die pettbounce of1his product. TERNMATI O.Nof this NOA will oc cur aftet the expin tion daft or if these has been a rnizion or chtap in the materials, u4e,an(L'otnunufactmeofthe product oi,pioce,A 'vhsustofthis NOA as. enen&rx�mmotany,pro*=, for sale:, advertising or any odarpurposm,shall automatic ally terminate this NOA. Failure to complywith any section ofthisNOA "bectmlbr*rninstioamWtemvalofNCLk ADAT-RUSLUIENT: The NOA number precededby the words WumiilDade Coutty. Flo&* mW follcm-ed by the expiration date maybe displayed in ad%)n-tiung Werature Ifenirpostionofthe NOAis displayed, then it shall be done in its entirety. LXVEC110'N': A copy o f this entire NOA shall be provided to the u ser by the matrailartuser or As distrAulars and shaft] be ev ailable for inspecti(m at dis job si* at the request of the Building Official. This NOA j, evises & renevrs NNOA *20-0419.05 and comists of'this p age I and evidence p a le s E- 1. E-2. E-3, E-4. E-5 & E-6 as well as approval document mentioned above. The svbmiftd docutnentation wn tevietwed by Idiaq L Crhandla. P.E. .N0A No. 11-0.10S.O.; �iv47 10 Expiration Datet April 14,210216 APPTOTAI Dar*AUrch 21t,' 2*21 Pate I PGTIadusuit% Im. NOTICE OF ACCEPTAUNCE: EVIDEYCE SUBMITTED 2. EiidenceSubmbW under precious submittal A. DRA"TqGS 1. Drawing No. MD-557 0.0 RerB. titled"Vinyl Sliding Glass Door NOA (LNJJ *, sheets I through 21 of 21, prepared by niaritifacturer. dated 10,105115 and 1W revised on 04j"?2!20. signed and sealed by A- Lynn Mffia. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Load4per FBC, TAS .103-94 along with madded -tip drawings and installation diag grain of all PGT Industries, Inc. representative twAs listed below and tested to qualify, Dowsil'791 and Dowsd 983 siiicotaes. prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.: FTL-7897, PGT P%r5520 PVC Fixed Window (twit 6 in proposal), dated 09?03114 F11,40-2107.1. PGT SGD780 Aluniintitra Sliding Glass Door (:ulit 7 in proposal} FTL-20- 2107.2, PGT CA740 Altzin Outswing C asement Il'indow (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Alumnium Fixed Window (itnit 9 in proposal) and FTL-20-2107.4. PGT PA7620A Alumism Raced Wind= (iinit 10 in proposal) dated 0711311.0. all dgwd aad sealed by Idalmis Ortega. PI- C C. CALCULATIONS I. Anchor verification calculations and structural analysis. complymg with FBC 71k Edition (2020). dated 040.2120, prepared by amufactitref. signed and sealed by Anthony L)mn.N1Wer. RE 2. Criazing comphes with ASTIME1300-04. -09. -12 and -16. D. QUALM- ASSUIL-LNU Miami -Dade Department of Regulatory and Economic Resotirces {REF.). E. MATERUL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray Ametica, Inc. for their "Trosifott 11trackar, Clear. and Color PA-B Glass Interlayers, . expiring on 07 08,214. Notice of Acceptance No. 17-0=02 issued to Kurai2y America. Inc. for their -Senn-i-Ghst (Clear and White) Glass lutediyers-. expirm*g on 07f04,21 3. Notice of Acceptance No- 18-1106.10 ismed to Vision Extrusions Limited for their "Brwirn Coated (Painted or Laminated) Alke Rigid PVC Exterior Exwusions, for 11-indows and Doors". expiring on 0930-14. 4. Notice of Acceptance No, 19-1106.11 issued to Vision Exinmons Limited for their series ."VE 1000 Tan 202 and lighter shades (N-on-117like) Rigid Cellhilait- PVC: Exterior Extrusions forNUndows and Doors", expiring on 112911 ' I;kaq L Cumb, P.E. Product Control Unit superril%or ;NOA No. :1-0208.03 Expiratiou Date: April 14, 1. 0' .6 Approval Dam Harch 2.4, 20.11 E -4 PGT Industries. Inc. NOTICE Of ACCEPT ANC E. E VIDEN( I SUBMITTED 1. Eiidence submitted under preiiou, N 0A A. DRAIATNGS L Nlanufacturer's, die drawingsand ections. (.Vubmised w#d-erJV0.4.Vo. ]1-(, 10". 04) 2. Drawing No,.MD-5570.0. trued A'alyl Sliding Glass Door NOA (Ul)'*. sheets I through 2lof.1l.prepared bvtii-uiufacttirer.dated lO.O';15.witbmtisi(xiAdated 04,0517. signed and sealed Lymn Miller. P.E. B. TESTS 1- Test report on I) Uniform S06 Air Prnsmr Test. per FBC. TAS 2102-94 1) Large Missile inipact Test per FBC. TAS 201-94 3) Cyclic IN'ttid I'mistire Loading per FBC','r.AS 203-94 along with marked -up drawings and installation dkwm of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc- Tst Report No. FTL 8717. dated 12..'07.15, signed and staled bV Id talrtni Ortega, P. E. (Tes, report revised on 021 '15,16 and 02'21416) 2. Test report on 1) -Air Infiltratioi Test. per FBC, TAS '102-94 2) Uniform Static Air Pressure Tesl� per FBC, TAS 202-94 3 3) Water Resist-,� ice Test, pet FBC . TA S 4) Large Missile lnVact Test per FBC', TAS 201-94 5) Cyclic Wind Ilressm Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC. TAS 102-94 along with marked -up drawings and installation di oft*4sliding glass door.prepared by Fenestration Testing Lab. Inc- 1.1st Report No. 8546, dated IUD& 15. signed and sealed by Idalmis Ortega. P. E. (Tes�� report mrised on 0 1 '044 6 and 02111`20 16) 3. Test report on 1) Air Infiltrptim,. Tess, per FBC. TAS 202-94 2) Uniform Static: Air Pressure Test, per FBC,, TAS 202-94 3) Water Resistaitce Test. per FBC, TAS 202M 4) Large Missile InV20 Test yc' FBC. TAS 201-94 5) Cyclic Wind Pressixe Loaduigg per FBC,'r.AS '103-94 6) Forced Entry ,eat. per FBC. TAS 202-P4 along with wasked-up drawings and usWlation dopm ofxinyl sliding glass door. prepared by Fenestration Testing Lab, Inc., T,-st Report No. FTL 8547. dated 1204115, signed and sealed by Idahiis, Ortega, P E. (Tes- report revised on 02 I 516) 4. Test report on 1) Air Infiltniiot, Test. per FBC. TAS 102-94 ,1) Uniform Static. Air Pressure Test, per FBC. TAS 202-94 3) Water Resistaice Test, per FBC. TAS 202-94 4) Large Mole InVact Teo per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Foxed Fjmy 7est,, per FBC, TAS 202-94 along witkalarked-up drawings and installation diagram of vinyl sliding glass door. prepared by Fenestration Testing Lab, Inc., Tort Report No. FTL W48. dated 110415, signed and sealed by Idalmis Ortega, R E (Test report revised on 010416 and 02/1 L, 16). I -.ha q 1. C 6nda, P.E, Product C-outrol Unit Supervisor NOA No. 211-0:0.04 ExpiratioaDow -April 14,20.16 Appr*%'.'Il Dates March 1.01. 1 GI Windows and Doors, Inc. NOTICE OF ACCEPTXN CE: EVIDENCTSUR-Sull D E. UNTERLAI CERTIFICATIONS (cotj rhiue) 5. Quanex Pan SuRer$gacer .5tand.ird con-q.)lyuw -xvii ASTM ('�IS Thermal Conductivity 0-981 BTU-ini bd.-ft:-'F. ASTM F I -'491AVTR--Pas,s. ASTNI D39S-5 Oxygen -Pass, ASTM E 2190I.G-Durability-NoFog-Pass 6, Quaiaex Pan Duraseal cm*1*2 with ASTM C518 Tbemial Conductivity 2-22 BTU-ini br--ft-^-*F. AST NI F 1249 X;r%.TT -Pass. ASTM D 1434 Arzou Peinicance-Pass. ASTNI E 2199 I.G. Durability No Fog, A SIM. E W Dew Point Development -24°F in 4S his. (Ubw fted under.-V0.4 Xo. IM-49.05). 7- Vision Extrusions. Ltd- Puts can plying with PVC-AAMA 303-13, Vobxgary Specification for Rigid Polrinyl Chloride (PVC) Exterior Profiles for Vision Extmsions, Ltd.-VEX-1 by AAMA Fenestration Extenor Pro -fle Certification Prograni (Subinfried tinder IN"O.4 Na 1S- 0409. #5) 8. Vision Extrusions. Ltd. Pans cony� -,lying with PVC -AANU 303-13 (Sribirifted under.YOAA-a. 1.5-0-09 05) 9 PVC-AAMA 303-13. Voltitilary � pecif icatiou for Rigid Poly vin-yi C h1onde (PVC) Exterior Profiles for Vision Extrusions, Ltd -VEX-1 by AANIA Fenestration Exterior Profile Certification Program 10 Notice of Acceptance No. 18-121-.14 issued to Energi Fewstration Solution. USA. inc, for their -Tan 3040 & ftbt shade ('sort -white) White Rigid PVC Exterior Extrusions for 111udowsand Doors"', expiring o-a 0104!21. 11- Notice of Acceptance No. 18*122.02 issued to Ewrgi Fenestration Soh)fim USA. Inc., for their se M- Allite Rigid PN'(E.Ntensor Lin-usions for Windows and Doors'*. expo on 021228,0. 12 Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA. Inc. for their "Bronze it Not shade crap coated '"lite Rigid PVC Exterior Extrusions for '" "indoor s and Doers exTirmgo°04162�"- Y. STATE'-%EE.N-TS 1. Statement letter of conforaiance to FBC' 7* Edition (2020). dated 04.,22'20. issued by manufacturer. signed and sealed b ,t Anthony I= Milker. P.E. 2. Statement letter of no financial 11ireiest .and of independent. issued by nuamifacturer. dated 04,4811.0. signed and sealed by A,thoiky Lynn Miller, P -E . 3. Prh2tie Labeling Agreement dcKumu between PGT. dated 03,30,15 and signed by all involved parties. G. OTHERS L This NOA reiisesNOA# 11-04 20.06 1 PVT w,,'CGI)and updates to FBC2020 (7*Edidon), expiring 0402 1,121 L 2. RIERTest proposals #19-1155darted ('�li"10,(20approNredbyIshaql-Chanda.P-E.expitW Is6alq 1. C1tattda. P.E. Product Control Unit -Suponi-or X0A No, ExpirstionDatet Apffl][4,2013 Approv,il Da tits ?Basch lf, 2021 E -f NOTICE OFACCEPTAINICE- EVIDENCE SUB311T TED B. TESTS (continued) 5. Test report on 1) Air Infiltration Test. per FBC'. TAS 202-94 2) Uniforin Static Air Pressure Test. per FBC'. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pnvme Loadingper FBC, TAS 203-94 6) Forced Emy Test. per FBC. TAS 2 02-94 along with madwd-W drawings and installation diagram of vinyl sliding, glass door, prep,-� by Fenestration Testing Lab, Inc., Test Report No. FTL 91549, dated 1106,115, signed ant' sealed by IdAnis Ortega. P. E. (Test report raised on 11 4'04 4 3 and 02, 11 16) 6 Test report on 1) Air Infiltration Test. M FBC TAS 202-94 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS -V2-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclx WuW Pressure Loadaigper FBC. TAS 103-94 along with masked -up drawings and installation diagram of vmyl sliding glass door, papx�ed by Fenestration Testing Lab- Inc., Test Report No. FTL 8552. dated 11-04115. signed arm sealed by Id alims Ortegi. P E. (Test. report reviE-ed on 02 15 '2016) 7. Test report on 1) Uniforin Static Air Presiuie Teo. per FBC'. TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pres9ze Loading per FBC- TAS 203-94 along with mated -up drawiugs and installation diagram of %myl sliding glass door, prepvtd by Fenestration Testing Lab, Inc.. Test .Report No. FTL 6638 (Sainple-s A- I thru A-22). dated 11 "1940. signed and sealed by Jorge A. Causo. P E. fStibodued under.V0.4 No. 11- 8 Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 2) Uniforal Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94- 4) Large Missile Itupact Test perFBC. TAS 20194 2„)CyClicA'wdPressure LoadTAS ag per FBC. 203-94 6) Forced Entry Test. per FBC. TAS 202-594 along with narked -up drawings and iistallation diagram of vinyl sliding glass door, prepared by Fenestra. tion Testbig Lab, Inc.... Test Report No . FTL 6337 (sampkes A- I thru A-5), d3t 1206 10. signed and sealed by Jorge, A. Causo. R E, 4nbirtifted weeder N0.4 No. I]- 0101'.0.9) C. CALCULATION'S L Anchor verification calculations and stnictural analysis. complying with FBC-2014, prepared by PGT;dated 12.1091 5and last revised on 0215, 16. signed and sealed by Aathonyl.. Miller, P.E.(Subinitted nroder.YOA.Yo. 15-1210-011). 2. Glazing complies with ASTME-1300-09. 12haq L Chanda, F F Product Control salt Suporr 4 NOA No. .41-0104 Expiration Date: April 14. Approval Date: March E PGT Industries. Lac. .A. New Evidence Subtnit-ttql A. DR-All"INGS. 1. Drawing No NID-55'7O.O Rev B. titied, %,*uivl Slidnig Glass floor 'NOA sheets I through 21 of 21. prepared by nianufacturer, dated 16/05,- 13 and LW rased on 02"0 L'21 signed :arid sealed bY A I.,= Muller. P E. Note: This revision canlsi.sts, replacauent of =r existing, installation screw with flat head. B. TESTS I. Norse. C CALCULATION",' 1. None. D. QU-UITYASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resawces (RER). E. UALTERL4.1. CERTIFICATIONS 1. Notice of Acceptance No 19-0305.02 issued to Kura vay Amelica, Inc. for their "Trosifoit Ultraclear, Clear, and Color PVB Glass Interlavers". expmg on OT08-,24, 2 Notice of AcceptanceNo. 17-0908.02 isaied toKuraray.4inerica, Inc. for theirr "'s e,xpi* on OT04-223 elin'I'GLa it, ('C fear and'' ike) Glass Interlavers". 3 Notice of Acceptance No 18-1106.10 issued to1v ision Extrusions Limited for tbeir"Bi --m (i Coated (Painted or Laminated) NA`hite Rigid PN*C* Exterior Ein-usions for Wtndov,,-, and Doors-, expiriing on 09,30,24. 4 ".Notice of Acceptance Nlo 18-1106.11 issited to Vision Extrusions Lialited for their serit-, -VE 1000 Tan 202 and lighter shades 0-ou-White) Rigid Cellular ?N'( Exterior Emvsions forWindows and Doors"",, expiring on 12,2911. F. STATE-AIEN T S 1. Statement letter of conforruance to FBC- "�6 Edition (,2020). dated 02,01 21. issued nEo, manufacturer. signed and sealed by Anthony L)mnMiller. P. E. 2- Private Labeling Agreeu=t dated 03,`08,21 between PGT Industries. Inc. and ('Awl Windms and Doors Inc.. signed by Dean 14 RuarL- P.E.. V P. Engineering. on behalf of both companies. G. OTHERS I This NOA rvvises & renews NO.Aft 1.0-0429.0.4 (PLAwiCG4 expiring 04114: C 1. The cment associated PLA CGI file;:21-0205.01 expiring 04-14 26. E -4 `"7 lskaq L Cloadat PE. Product Control Unit supervisor NOA -N*. :1-01.0f.03 Expiration Date- April 14.!0:6 Approval Dante: March :6.22421 PGT Indtisrries. Imc X 0TU. E ()F A( C.-E 11'r.� N('E - F VIDTN(�"E'�T. BlUTT-F D D. QU,ALITYA--1 "' U RA'N (. F I "'laml F NIA T E RLAL (' E RT IT'R A I ION %'L,o1,,-Ti Fx7,m;i--,n L.United f ,,-.f %ht:l White Rigid Pl*( F xro-ko, E % n wion i for 1)'jadowsand Dow Jxrd I."' 0 2. -Notices of' Acceptatice -N 0. 16-0020.08 isstued to Vision Extnisicm Lunted for their 'A-E 1000 Tan 202 and lighter Shade; (Non-'NA"llite, Rit'id P\ F \tpl ion E In trion< to) Dow "'. e.'Itf"d I I o" -%'otict' C", 40 15-05:8.1.51 t.-$Utd tO ision Extiu%onLitnited for their Bi -:O% n of-M-0 i Paw(od o; Rigid PVC Exterior E-xn-iis�)ns for Al -e N7��� elg 30A9. 'Dindobi f�aj .,td 03111-'p0 -4. Notice of Acceptance .16-012.02 issued to ENTERGI Fenestration Sohittons USX, lncfor their -TA-X3040 and Lighter Shades (Non-'(ur°hov ro Rigid FV( Exterior L -\Ti Ifor Wbidc�)ivMid D-P',t Inc. for ThCtf BYOUZ4�.)Rd Lightfr Shades of Cap Coaled Rigid PY("Extetioi- F xn usious ftw Windows and Dow ?'daled N I 1 '74 16'-'*'0 t.-*k':'-C-"tallct' No 14 1s j-. j Ili".: "bite Ri-,1(1 P\ k" F.Xft'l is.01 I' tor XViudowv� Mid Doov;' dated ,J5 2 7 tr,� to Vision ExtniLstot fir co 8 Nolict of "N'0 14-0916.11 Issued ro Kurnay American.. Ire. for their Seutr%-Glas,t i.0 lull -md N' Iiiio luterlaver'. expiring on 07,0418. 9. Notice of'Acceplaiice Ne). 16-1117.01 issued to'Kua ray Atnenca, Inc.. for their IF. S T A T E'-% If N TS I - Statearnt letter of conf6rinance with FBC, 1 -,511 Edition 12 0 IT) �Uid FBC"-6* Edition i-201 v'sued by rimnifacturer Ite()". ,7 &-,se�jled - ' ,-n `fLler, P E of no financiz)i avere �t. 1'i4 I � 1 Issued b% "ed P E ,3. LerTer of ialh cklinpL,-w,e pan cf the above Ullit TePorts. 4 417 RE G, OTHT R 13� 121j),111 1'��slled to POT Indusines. for [heir srne-� I Sbdwo (.'Aas; Dow, (Reinforced) expiring on 04,14:21. I Ivi q I L% a(I -t. P F N 0 ExpirafiojiDate: -%pri114,!@.'6 Approva I Date: X13rch !:Z, Z021 1ki I..-* (3) CU cf) > (D a) 2 0-0 Q- Cn 0 0 L- CX 0 0 > 0 U) CIS > 0 L- 0- 0- C) joWA%k 0 Cl) M CL LLJ 2! SHEET NO. PA 1.4 March 6. 2023 A MIAMI­ MtAMI-DADS COUNTY tn jKEN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1(786�315�25% F1786)315-2599 NOTICE OF ACCEPTANCE (NOA) Nsww.miaiijidadE:,&(j,.ILt.(LiM[iI Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to havz this product or material tested for quality assurance purposes. If this product or material flails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cost -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino. P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3. prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miarni-Dade County logo. RFNEWAL of this NOA shall be considered after a rene,,val application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change io the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ol'any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply %vitll any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. � /Y NOA No. 20-0630.15 ORM014 I I Expiration Date: 09111/2023 Approval Date: 0&70/2020 e-0 to Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS L None. B. TESTS 1. None, C. CALCULATIONS 1. None. 1). QUALITY ASSURANCE L By Miaini-Dade County Department (?f Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- (_'refe USA. Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precerst and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P. E., elated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" 6, 12 " Lintel Sqfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, A E., elated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS I. Alone, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and F'conoinic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversionj6r a name change. e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - 4 Cast -Crete USA, LLC NOTICE OFAC'CFPTAN( K: EVIDE.NCE SUBMITTED 1. EVIDENCE SUBMITTED UNDEI<l PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled 'Trt cost and Prestressed Linlel Details ", sheet I (' 1. prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast ('lwe 4", 6" & 12" Lintel 'Safe Load Tables", sheets I through 3,qf 3, prefaredky Craig Parrino. P.E., dated Marc ) 24, 2003, last revision 41 dated April 28, 2003 both drawings signed aril sealed bY ( ?-aig PelrrinoP.E. B. TESTS 1. 7estreport ori,tlexut-altesting on4". 6"& 12'" Precast Concrete Lintels, Filled and Unfilled Models, total ql'(13) cot icrete lintelspelcimens, per.4STU F,529-94, prepared by Applied Research Laboraiorh.w, Reporl No. 30404A sealed by Christopher A. 11amon P.E. C. CALCULATIONS 1. Calculationsfor Cast -Crete I intcls, dated 05,12Q103, 20,7 pag'��V, prepared bY Craig Parrino. P E,, sign el and.sealed ded 1) , v Craig llw-rino, 11. K 2. Calcukitions lor Cast -Crete, IJ111, /s, (havel 05/29/03, 140 pages, prepared bY Craig Parrino. P.E., .signal and sealed by Parrino. PE D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast- Crete Machine Made 1'recast Lintels revised oil it i, 2002. 2. Cavi-Cretr Qualit.v SYStern Mum, d. firr Productsdated 2002. 2. EVIDENCE SI.13MITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "P--ecasi aird Prestressed Lintel L)eJuds", vilect I of 1. prepared by Craig Parrino, P.E., dated March 24. 2003 and Drcnving No. L 1,461-1. /11/ed "Cast -Crete 4 ", 6" & 12 " Lintel ,,afe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 7-1, 2003, last revision dated March 11, 2008. B. TESTS 1. Nonce C. CALCULATIONS 1. Arotie, 1). QUALITY ASSURANCE 1. By Miami -Dade CounlY Building Code Compliance (fflice. E. MATERIAL CERTIFICATIONS I None. elmyA.Makar, P.L., M.S. Proiruct Control Section Supervisor NOA No. 20-0630.15 Expiration Date.- 09/IV2023 Appro%al Date: 08/20/2020 E-I Cast -Crete USA, LLC NOTICE OF ACCEPTAN( E: EVIDENCE SUBMITTE'D 9. NEW EVIDENCE, SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Departittca t?f Regulatori, and Ecotionfic Resoiirce�% (RER)- E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Leiter with the Fl,wide.-i Building, Code. 2017 . Edition, issucel by Cast - Crete USA, Inc., dated 08,108,' 7, signed &,.sealed h.v Cra4,, Parrino, P.E. 2. Compliance Letter with the Fl,)rida Building Code, 2020 Edition, issued 1�1, ('avl- Crete LSA, Inc., elated 0611140, signed & sealed by Craig Parrino, P.E. "elmv A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date; 09/1112023 Approval Date: 08/20/2020 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. L T4612, tilled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 ol-3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dwed.thirch 11, 2008, all signed and sealed b.v Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade CountY Department 4!1 Permining, Environment and Regulatory affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete Colporatiota, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 1010 Edition 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 13-0321.07 A. DRAWINGS 1. None. It. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. BY Mianli-bade' Comill, Department ol'Regidatory, and Economic: Resources (RER). E. MATERIAL CF,RTll;lf,ATI0NS 1. Ninw. `,4,4clmv A. Makar. P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 0911112023 Approval Date: 08/2012020 E - 2 Cast -Crete USA., 1, LC .N(: TICE' OF ACCEP'UNNICE: EVIDENC'E St13N1,11"I"TEA) L" iDF\CF S1 lgaJITTED UNDI, "k PRI'VIOUS XPl'l40\.1kl. P 1-1-0903.03 A. 1.) KIN 1A, IN �(1� 1. 1"1)46 and Prc.m-essed Lintel Details" ci.,cet I of 1, dale d 0,,? "2 P"O.) and No, LT4612, titled "Cast -Crete 4 ", 6 " & 12 LiniviSqk, Load Tables "Isheels I threnegh 3 ol'3, hisf revision dated 06112114, all andseah.,.d hi, Crail�! Potrina, PF, ov B. TFSTS I Alone C. VA 1,10N's :Ih a10'OhOt,S 11.-w (.'cast- _`rete Lrniehs, ITti"Ll Ctl hY (''J'Wig Parrow, P sIgnk d �oj,i \ealedb.l P P.. 0. (,)1 11,111'YASSURANCE H)"I'liarni-Denle Counn, Department qfRegulatorV and Econoinic Resources (RER). NIA'FERIAL I �Nione. 1". OTHFR I riter ¢ron? Cast -Crete USA Inc. dared 0811912014, s°hiicd and veoled by,, Craig )"Irrino, 1). F., cel-44,ing compliance i.i ah 1he Floridei i o(ic, 2t)14 Edition. 6, FVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 17-0821.18 j. None. it, 11PI4ITS \on( 1). QUIALI-FY ASSI RA\( L 1, /;,),. ( Ill. MATERIAL I<rl 11,,1( l"I ().N,,i F. OTI I E , R i ("ompkancie Letter ivith the Florida Building Code, 201 k,diih)n, is,vied h.y ('61.51- (.'I,ete USA, Inc., dated 08,408117, signed & sealed h.), C,wil<', Parrinoe P 1.'. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1 Id2()23 Approval Date: 08120/2020 E - 3 Inc. ivkz and 8004 .1t10" Review for comPby Debra ko ne March 6, 2023 _CZ 0 > C c— _0 k 0- C: 0 0- 0 -C-0 0 2 .0 U_ M 0 'j.- 0 CIO > f) ­ C -0 E Cn a) L0- S2 U) C/) < %40 E Omni C_ co > 0CDL > - 0 0- 0 o L_ W U � CL LLJ < Q_ SHEET NO. PA i1.5 zi I Li r-co wic\ TILLIT TESTING Sk ENGINEERING (COMPANY .__ ----,----- WAT TRR A TTLT-IT, JR., P.E. _­ eL �1 xoiin I X " ' " Pt C A L-o N. bill PROD U CT_ FWALUATION. REPQRT REPORT NO.: 20-0728.01 DATE: hIly 28.2020 PRODUCT CATEGORY: Shutters Itters PRODUCT SUB -CATEGORY: Storm Panels rRDOUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Prodl I.I.C. 4800 SNI 51 Street Davie, Flordal 1, PUR1 QSEOF_FYA1,UAT1ON: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System 10 # 1 90C) to the Global Protection Products, LLC, Rulle, Chapter No. 6 I G 201-3, Method 11 D of the Florida Department of Bu a I n asis and Professional' Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for wrtiriliance In accordance with the 2020 Seventh Edition of the Florida Building Code. and to verify that the product is for the purpose intended at least equivalent to that required by the rodo Th* Product Evaluation Report shall bd SLIbitnIO to reV0,11I and IeVision In case 01 a Building Code clilani that may all Its limitations and conditions IfYWEN.U-NOMITTED: Zt-PRIDIDUCT EVALUATION DOCUMENT (P,EJDJ; Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", shoats I thru 26 of 26 prepared, by Tifteco, Inc.; signed and Sealed by Wafter' A. TMit, Jr., P.E,; dated 0712812020. This drawing Is an integral part,qtl Evaluation Report, p­l kill ,,N, ojrciR A. 7/47ll , .......... % *$*1 ­Vmcitl III — - ___ I '_ No. 44167 7, -, e��,J Iptil . - , .l."T. ­ _* .: * - - __ #4 !!! . I '0 ...- Xz .. A) ' *--, * , , `- , * ,\ AN 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pi (305) 871-1530 - .!fMAI.-�l P:RQj)UCf &VALU&TJQX-KEPQKl1B0. ZQ<ZAA 2 2.2. TEST REPORTS. Large missile Impact and fatigue load lelsts were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # W660 dated 08109i1996, #915-570 dated 0911811996, #96-T30 dated 09/2011996. all three signed and scaled by Hoctor M. Medina, P.L., Fenestration Testing Laboratory, Inc. reports 0 2032 dated 0411611998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond. P.E. and Report No 0219 01-0, dated March 4, 2009, signed and sealed by Edmundo Largatispaida, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and soalod by Frank Grate, P.E 2,�, STRUCTURAL ENGINF-f-RIll QALC_VLAnONl5- Cin 20 Gage Galvanized Steel Storm Fl for maximum partat length vs. design wind lof,il. ar, vill as maximum anchor spacing vs. design wind load and panel length hall on rational and comparative analysis, and fn accordance with section 1616 at the Florida Building Code. Calculations prepared by TrItel Inc,. dated 11/Cl and =12115, signed and sealed by Walter A. Tillit, Jr.. P E 3. M.1.$$1LE.fflPAQT_REW.TAI4QE; Large missile Impact under section 1626 of lite. Florida Building Code, as per TAS 201 Protocol. 4. WND LOADS RESISTANCE: 20 Gage Galvanized stftoi Sicivin Panel has been verified to sustain wind pressunils, Maximum panel leril shall be as Indicatodon sheets 8, 10, 14, 15, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176. Maximum Anchci Spacing Shall be as indicated on sheets 8, 9, 10, 1 1 14. 15.17, 18, 19, 20 25 and 26 of 26, of Product Evaluation 0mrritent (P.E.D.), drawing No. 20-176. 5, - M TA LL ATA D' Installation shall be performed strictly in accordance with details indicated on sh eets 3 thru 7, 10 them 20, 23. 24 ant; 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. Miniml separation to glass shall be as Indicated on sheets 8, 14,16.26 and 26 of 26. of Product Evaluation Document (P. E. D.), drawling No. 20-1 76. #'%,%,lsIJ4l1IIJ"J,,l ll,�XA,..,.. P, T144174l ... 11s?-. ,/ %k` ;, �,Ell .... k '19'. 44167 . *,.. % -,,-.., 64,%- .,011 , 11.1 11 .. I - *1 ., = , , , , I / -o �- STATE OF 2-'1 1 11. III, __ -1 IV, I S 0�.--. STATE_, .." '_ , " r� .... ... 'It/ l 810 Al N A I- 11-, _01 01100willilikk'i QUff.136t.-SMU: co" FOR AD 9" I&VVI ARM PIPIII e ,I1 Il (AS.L III Pqlt,A�V STOP*. Or Mill WKWE �Aftil 9.1jCCXj, OM Wow popi RE IT0040 H.W Hl.ij Ca ITA"FL I'll VKIKill Sill Ell LONG ENTNIC11 TO RL4C1 "A IlIl StRuCTURE Ell slot PAl '�!T�VPMEL!,Ill.-^ ON IIV, FACOV.1 11Nl,,,i,yi )CILOtl qrtC,j ,a:44ftw ,tl i,oI rov"(&Ni A H A4r.OkW,( StKA M AS MENITIONI In & I ) AND IN 62). 0,�1y11�g FI]Tk Itfill! 2= QIll, ED4!*%� OF T,+r VLOINCIA Dkilil tUX (C) KIL LAWIN-1 WOOD .Ml SCL= w"N .4- Ill Wl OF W 'MIND LOAD$ %K*LL IN DETERMINED AIS PS SECT" IIWOF 1011t ASUNIE WOOTIONIED CODE, - I?l,4'0 T Fl Am*lmsl As mqwAcTuRto RY 01"I WILD", ,41: Ill � W.T) SPEED 4% RVOIJOI By 7K AAMOICTION Wil f0i SOKNICIIS "I K Will AND - 01 .AnA "AWS.MW FEMAUE C AND PARIELMATIE FLV5 WO"S, AS MANIUFACrl 9v Ill CON570KMII FWIN,I'I� FOR l, ONFECTIlilml rvlChR Kd-Oft Ul ASCIE 7-16 AND 5811011 NOT 00MC INIF Mill ItA40) - I / I*# 1,45 U-RM M h ms, Ol Plill RATV�%', I,(,- .,ED OR SKIETS � TWIJ 0 14, 15. 10. IQ & m 7/io'* � �/W WAO RVD4101C. AS DISITROUITED ily All POW SLKW SW 6 -KCW " �'t ?N ORDER It VIWI IT ,Il -�NCti ,It 110,Ilis tXSX., ~ t0tl Chrri'litlolUl PCIII WE ,-IF 5441 FIE FIR- ":110T, :1 1� 4- illu 0� IN ' l "d"I'lli '"I'AttILD PtI`-El"IK�0- N111 *lIlA <4 'Al"!" AI-1w, �i�L, ER ;?�' AIIG �' ,1l FkrO PANCLAKIFE PW$ ., ,4X'. 0i*XtIl, M.1,11111w, 4, lml(,. ,,, ccwAft I.t�A 4, ­ 1, �, 1',i xw.,, _l"14,w RA,,,F;4 ,g,,,;.rEo ,�li ,l,.,lt',� r ,I,q,, ,, , I� ,lS ,A & +,r� , � 11o" IT-Ill,tl flim,Af 't, C 2) INNIIIII IVIAll PE)CWtION Sir LAG WJWW, ONITO THE WOOD FRAWME UNIT SIVALL K ' 1/i' MO "EADED - I KIN 1� VEMIll TK41 M#W,cft ON ll,n 0 It Cl AS FE , am vAX NUT U" SIME'SSEC. 0 131 InCol a ALICiewt slw�ss roR wl LOND& was tQL IISTO " row AFALYSS rwoom willcim ?v wow wits SEEN Dme,"M IN PIDNIETWKIN "TO STUCCO SIMI" BE CONS10DE1110 AS PART OF THE REOLIPAIDD TKOEADED PEWEFRAll .CrORDAKE WITH ll 20111 I! 1) 1,114l lfxx rI%TAIKf 1.14" l ScREw" AT(] Ili skIl K *s Iml IN 1,,' ,�A,Il 5TQl PAWS &1DQR#4:7f FOR WACT AND *611D PEFIFIOIF,l 0M, 617F.4 ,'rW'#r *I III17COF11W�1 '.It- 1W:IYM 1616 N THE VOW 140""NED CODE AS PER KIRINC-AhE EK11ITIATift; a TES114 ,-L REPORTS A-bbll *6.5M & III MO C,I M~W PILICT1,11c. I Ill ol sfta.L 0E s/0' 1/4' 0-20 SLAl l 11- . - 'IT' ,- -0. vI­,W FEKSTWTION Tfstw V$ W, Roll JaCYj 4, ill Ai, FFFUI%I -A% IAtI )t11 t0.%.-70l "* ?A'; -AS 10%00 ,,Ivc"r, Il. ll 1, w4l ITKI wwfS MT" NO 5l1r'.Ic AS KU A$ AME1111i TEST IQ Or SAAAH Ill ARPOM Ill ", $I. PtR W 201. 'A, 2W III us IQ) sTANDAW, 1. I) ." CASE 11,41 "Miltw STICNE, OR P'"ll 0"I'l "All vt.lcco DIP WIDE, Sl K IYAWD ON rK LAISPNIC- "I APIL40115 SIMI or ll CKOUuticto WArm t4 1404N sIRIXTURF ITENNI) suad, PANII 2 ALL ALU090KIN ENIPU-�" 10 OK 606S-ft 410', AND TEMPER JUNI OTHENIINSI FIXIIIED) SEE Wr I AW,Ooal 1�141 of As WFIFIK", IN 1) l: Z) a c ') 3 al A11.1,110"VIN $KIT Mi 014IT .1 clOvAos till +wx llo!�_"I. ALLCM� (Li -1 5��, el, Nsitkirn FTEA.LuWW: A4i LN TlTi R07.4160VINI'l ' �D SPLC4,r,ATNLl kW 7,IL Aw-"okS MANLjrArr4PtN I ALL 51l 411V MCIAt �AMLS SKA" O(Alit STROVIIAM. QKMLFFF SWAL Al o,-6M GRADL SO Oft"l C-810I (-�Vmlilitu II:Ttl, cu~l WIFY. -4 s ". (AM NOUM I Y-WI i Ml N W K NSTA.LM POW;004l fOLLOINNO INSTA,Wktll OETAP"" S"01101"I ON SEVI004 I I"0110I To (SHl 4 IWILll ,,0 I xl:"' , 'l,1A, wwwl �t 4. Q SMILI. mot a use, S &.t scRil To K STAINLEw STEEL X1# ol� %t 0i SL#Tl <* c0ftilioti" KVVIINI? CDA= CARSON NILEL At, Kit (A- 500141 v/ so k. yfto sTAIEFICT. w IN; ,, TrKskr s7ftfmi 6, 9INt WINK, *1 FLORIDA &ACA14 rm� * 11 �It at ill ftsPON1411i of 44 1�IDNIRA00ft IQ WRI" THE SO404DAill OF liq ITIFUC.'ll W.MiNt -1111.1 0 I- I;L 5(fJOW 2. 11 3 3A ArtAcICO To INSURE` p0oll ."(�OoA4r 14M *.jrl s,iki C"y BE ATIA0flill TO QrW-0i Ill - Ill FANS IR-Ill 0 _ )6 III MNN,M,N 1pr e Hol I BE KSTM A-3D7 CALIeNtl el OR AKj _%I& ViW-. S"IAl Slill win" LO slilill IQ ilA(. *DCLFLAR STORM r"m I, ,(I "o it -@ 1,.ttl 12 .', AS ,j,. MrTtIAS hr M 'P Ik "' W A,7r';ftl Il 7 M100HORS TO WALL %,MDI 1r- ICU,jiil Ill V IOW ON Sl`*17TS . 6 A 12 `FtSK1 I1W I,. $110I 14VI A -.4EC"Il AM, RITANLI W.W1 ItUl ll INT, IN"It ON TFENAXT TO SIECUK PANELS VIIIII AFIPILk>Fll REINFORREMINI OUii CE,11i Or-TUFNIti WAANW, A; 'll LA)!;1.N& 1'VAad,?_tOW._9En I I t.E NISEALLATIoN CA*TW4C`tollI IS TO SEAL,'T'A" ALL. SM"i 1701,0`004190 EDGES ill IICII IN crNrokoijs CEINIACT "It, w , ". : rWON MItl AS MANUFACTUREDOf ITN DkAjXX. 01C (W. 0'0-3192 Ps.) 741E IUIUDNI TO PRIEWNT "l INTRiKKIN . I/4' 1 7/0' CALX - IN NICHOl AS MANOFACTU"EV- By DEMALT NO (ION l'-3000 *A I) . 1/.*. . )/4' SOLD -SET AW�tOli III` D457RWUULD MY ALL FOINT SCREW. DOLT & WfWLTY CC 4 7 VI F,lI M1111,41LAI �ll COMPLY ii 51"ll INDIll IN T" ORA*WG PLUS MY 1lUkD0fflG AM 2DNVl KC4CATWil (Ill I'C-301(0 pi OFICTYMID MTTIF �JURMIDICITION WItil PERMIT IS APPLOM TO - I M-W. IRANFILA"Ir IFEMAUF 0 A, PANII MAN I't-A Ill �iOl A& M4416.01FACrUNTOD WIT ELM GLINSIAlill 0Aw.1i (.NIf­33W Pa.) II J.) Ittlis ICT C-44,II01`110% X*Alll (P IF rl) PREPARCO W T116 CNIGWEER 15 156MERK AND WE', P.-POWE i. iV, i ' I ','KIW� . - Ill Cr TAP -'Jill' M�0�4$ - �OFWllfll IP 'RkI-­1 l­OW1OAAT.,IN k1­%f.qJr ­11 RV A SIT . Plill 4 A"l IIII �,"( CONOl 011 FROM TW P E D #,$) Minvi I,.l.iA &­,,, ­r,�,Ws Fri Paoli ,;t,;NAl,j1( 'j4" 10R III �,1�111�11V 1, D( K',F�.1,UDI .00 I41. SILL[Il N�Ill. AND WSl 04C.tUCING ,Ili W�IV TIF ti, �,­ ,* %w� FIF , .' ­Il Il 0 AW P TIFlITIl I` 11 ", - 1/4' li1.* `1 IAP-CW AW-Wi tw. �a��, pf�. ..�,.%,V A)I.w wX's NOT DEW'I'T rwitil 1"A COM0011I xTimil r. I.,,� &.Kvkgwl TC#F!V�40=1�3-4 WFIV AT W, A': 114, T"WRACTONS NIESItONSIlli 10l C�kA_11 . 11111f. -I V11-1(11- :,41 fo illisEr"Cell I/W .F(I -F .OkAtt, Itmftl 110 IMOLul WIt I''[ 14!<"Kt%`7 Il DOC::Vklfl ftt M CLOIWIIIETI INVALID §r WOOirliv , �%,,L,; u"-L. fK ILRuITILD 1�'-' 0-2f, ITI-Atii ll Slil BE I 1/2' LOW M"'Jilil VICII $Pl LXrST- IC , " .-.Ni FOR WALLIS Vtffl, W4 STMO 00 ANY W ,NAM ',C4ii Off -.! 1.1411i SCftl */C lt&V, idI M SM.11C. PROOMIl 10"I IN. FIFFLPAIll ON . ILUl 40511010 1-dNl OR Il W,T[- *l S(C,Wl 1.1 BUT "i WHIC pan fMCANOER Or FUM (ELtil FOR INE MOl AND WW. WILL 81 Rt'll"'lll, FOR " "OP11111 ll OF TW P ". EROINUIR OF WORD, ACIM AS A CICLECATEC, FWIttitfilit To liff AM w CASr rtua PqECASr sTal"ll percAw CONCRETE pAkft&, ftYrilS. SyWco og IM)CQ &OARES K pDONS ON TW PCO WOW, SNAU SVMrl TO T46 LA"nit THE SITE SPECIFIC DRATONSS FOR RCVIl E)QST)W WALL DO I L 00A. AMCNIC61% Slit K LONG FNOU;4 TO *ZAV!,+ IK UVIo STRIATURF KHM SUCH PAW % 04CHORAW SAW I. OF A:E IN ?l W I 1) AND & ,I ,,1 l W '1,15 P L 0 Vil WAR lK GATE AM ORIDWAL 5I 0110, 14MIURE CIF rNE PROFESSIONAL ,w^ul 6, PIT..'rear, iw ,,Nfoort, , (IIIJ IU.L&1'A1111t L1150111 ,%,'Ctl INA-L %114 L"& 1/4' IF TAKVN AM-HONS M. Ijtl,mUVA0uRrn III , I III +manl *4, 441 "FMA #AMI,IIikI1,AIA 1s LAW, VALl R, r I C,, ', I �., •., - 1/4' 1 . 1/0' tkF-TN( QW7.0l AS MM4VFAC,Y*EC t, VIETIM0 INC (MIN 0­1,,Itj I" Fill SIl M 6CCOREANCT VAN !.C, I*% 1,1 jy , �1, '�'" I I ,11 . ­, I I, � . ,i", ,, ,­. !t'l N I'll ('�R (yl OPthitt,l LABIl 7�1 �W",, `I,�, SW,'. �t�4,14 ? - 1�, . I '�Fr: AT, i ii I`40 X 3/4* SOl ANCHORS, AS WROUTIOI V AU PQW SCREIR, f*Ll & % �l 041A golll�o'%Z, 1 INK kill "-law P..l - #I 10 PANE,LMIll FEMME. 0 AhIC 001EL41il PLUS ANCil AS WINKIFACTLAED 31 WAii 030,1�pl�,Cll<. 11L FlAlTIf4-c' ­ ­C__ " , Ill w_5 -n 1 [WAA (MIN C-2071 p,,) ",.,l%il4Il"oNNN, vto T".'.,­­____.­ !� It' TI*, SPATE of rVIAIDA - il"IDDLcm .--- ...­_�� 'A A til 14* IF OF rAll MK5,00AS. AS UANUfAC1UFl IT* Fili CoRli*%il Il �tik ,,, IT III, �� ... .. � / � *, 311 MINNUIV FIWEDMOFT OF ThPl ANCItIONS, Q.C(i TITTWI.Al AND ICE rill AMCNCR. IMTO T", I. .1 '011'... in � � " , FLORIDA SVILDING CODE (Hi Velocity N., Cai,Mi Z.Aol FI�1111K IX11TI 'W" Of I 1/.' , \� , kAL­._.__k ,,,,-,,,,_,.�,,. _ 7-1. � -Wo WIT., � * , ' '. 20 GAGE G&LVAl STFFl S70RU P"[L 11 Ai 4 16,7 * z .Il � tl.� -U, N V `IOLI��tr AKtops Sovi,L . I* twWOCIED 71ir %TO rK CONClilfrit 6LOCV UNIT NO ll 7 . I I ­___._ - � - ----' ____ -.-.. __ ;C Somi I* PTINIll VA It 20 V�Ali USED SKA" Of , I,/?- UNIG IMINi iotiAJ111 Vil F",,� �511110`l , T "I— GLOBAL PROTECTION PRODUCTS, Ill *`�W",,, I ,,�� .91 I. A9NW .M FOR ­ I , ,l _ V,X�r, S **. SW , � - �ll ­1111-1, I LIECOm, I'll, " 1. 21 $,,`,,It,r, __ ` ii 01 0i lsirf� It . -1 ­­ I"'. - -, 3,A 'ill "I o R �4. . �v 4 1 11� 1. ,, .. -, , ll"MI N. .4w �_l­l,t,& I. mwea-ml ,.-,,6 � I �., I Iii , .,� � . ... I� ­­ - Z 4- 1 ____ -. T`--�----r­.l — - �,I s? , - 'l ,,I'------ - I C`_M"Ili _n!�_— .--- -_ - 0%',F`� IV A . Ite - - Ill � - "' "' " ! - . I - I,.- J ... _1101 I �_-44 I.`� I 11.1,l - �__i_2k."F.­.__ I I " . ----------- A— I 44�� -�7z�� INSTALLATION DETAILS FOR RF,Q,QIA-R�-,.PANEI,5-j��-&.-I,,��� I INTO EXISTING-, QVRf.Q--MQREM.-Q]L-.QQ.1�.CRE.!":E 5_l.l1R_UQf_QR_0 O.C.- — I , ISELL 0 C. I C'ACOVE -Il I S-CM "ItOvall 6) (Stf CC�um ,t,I, 1, I I , ITttFC.3 I Iltitilli ll� �_� I 0 � 017-10l; �GLWITFI \ � :Vir %C�Cll �- , 1 ,� 4�1011. �­` , I �� � ��! S" SC-co,lte - -1, � .4 IONCIll RIQUIRI'D I . I I'- .," "ll a 1-Ill 0) - 006711I POWNED p4m 5 fil,oti 0) , I - ­,j�.1,.-.,, -1 I m3m amil - r 4' I ,� :1 W­ � 1, - - - -..- � .. . I , " � '' 4 , - :�� 1K, r. a 'k I E�_, - I , C 7 . I i,� - " I �i `�� �c ! -- :-_sg� .. 11 - 1/4 . ..."" - I � . � .", 91 ;�Illl - 0 .. i 1, I I'l /. � 1� I ­ I �� lol --- 2 '" - 4� ") " , I C, , ,,, ,,, " , ::�7� �' '�' �, ,4 , 11 I � � I - I , � - I , I , ,� I , � " I I- " , .:" I 11 , I i"o , , t.. 11Cl"I'l, , ­­. Litalil .0l ED � � : I . I I ; i L) (. I . IS ! ED ,�L Tok"M I ;: . # ... .0"Mill _(S z : , � . _." f ITING ;KFAfD I 7 , it @ F - 1 3 =11rr noopro , - . Ot"L 7 I - I I : ( , I : i , � �, I 11 ;6m I I 114 I I I I # V . !� I § : I 4 =14A !I I I, - 1011b"Ll A ....... 4I i I mill " It ! -� 14 1� : I'M" ,W , 6 : I.7 I/r CC , I � ­1 9 : I q 'Ir CC I -,,, - . . _@ [.. 10I M M I ! , T1, i W-1 0 ". �, I ""I J ", .. I I I _,ft : � r � �_, M, U-1- ­_ MIMNI _! ! " - 1. I ,., � - I 1 ! I I .AS' , I 1. . 4 I 1 1 , xr,ll I =l i i I i : I � � I I i(D i i : I IT i i I I i I I � , : I ! (*11 I , I � . : I , I I 1 � i�, It 0 1 i I � I 0 i I I ;I I I r, I � 1�_ : I : �twarl I;IP�Mi4 I, ,/r " .I ,,',,I,,,, " L V 4:__- M1-,.I,.* ,RE0 1 -1 1/1" CC P�� I I� , r "Ir oc .I i i:1111"tINETIr (C : - nsii'l Poll L ,"Itl ic;Ml' I CO"l am --A � - - I COW ftrX. 0 � i " I COMCWT All IfOlAorr, : *EOUWCI IKftaw 1.� I ­ I'? ,/� .t �, -.. J , 1.0 -_,I il : , I ( ;n el 17 1 C .1 I I . . i - ! 4�� , Z.., I - i I " j CX%1F*4 FIQLAIUD - ,-I- V,.- - 0 11" I -­...... I CONCRETE '! ArN I ..,, . , l -�, !��] 0i ,� 0 r / .., I.& jim. CONCAM AMCWM � I _--( � flE.341 � ii ��,lirpzl, - ,, I '4'1 IV - INC: :( Vr - 'a _�—..(Dll , yd SVMV" --- , k4 AIM3,0001% reto" .W"s i, _' I" ll CONCRETE � 'Ift . R.. I 'C= ww " III = sowulll (0, - flu ill C. :1 ;;il ow =ACr.!. I slow a blao� 0) 0I bill 8 "'POWIGH N WIM a 110110"Aa. 0) I WAU-MOUNIM EILM ANO J0 MOU111TING BUILD OW MOMNO ALTERNATE J1,JM WilifilTING , �� W%,; SET11 W�r ]/I-,' ScAlL0111 f 3/6-1* WAL Vol � I ; I 1 f I I . E.D.- EM =ON ' su Sl ; i L (WE 9 -DW OW.R~ I �"rcM 5 1, OT I. � � �, _� " ` : 1 - I . 0 1 I 1 40- -'I.t �. ;. � ,,l TOP & BOTTOM MOUNTINGS CA" RE - I % "I"s. COMBINED IN ANY WAY TO SUIT ANY i � I ,l tfk A. ) jt� �, IWAILLADON : I _' �jt Y. �T , I I _'. 0 ....... � . �.* Il , - - 11 tX%1W PXMl c7LORMA BUILDING CODE (Wilih Velm��y IN I I I U cii Zorm) _3/.�� J - CONCAM ED 3 * * . . . C.." MI" INCACQUIRED - - " . WTTW . z OWE GALVANIZED STEEL STORM PANEL I 11 2 . * -, 20 W" = - a :*= __ ­­­ - -_ - ____ _ %�" 0 14pbew 1' TATE Z.r C`l 1. ", * ,I J , �, , .. --�!- , -�_,., I 1 GLOOAL PROTECTION PRODUCTS, mn -, . I L I E COIN , .111110 $. 11 Will I � UN, , Ii k. -,,, > �l/ LLC. - CEILINQ "�" 011110 _�'. I, * 7 _9"Wl �, � - -1.6 ,F.I__ 20-1 1 , MCF1111100 WrA ;,0 Le tuft VN&Y"' IZ-1 1�-z'.1",-I Il,_ �� "*.. __ - __ - .t - , - , - , . , 'M � )W 1. %,rl VS-1, " .,.L";,.,�'.'--t'- -2 T, 2 �1_ - 4MAll F. lW.-i"'., I . CA-1)" Is == ''I'll", ......... ........ ... .... ... -,'',''I, I . " 1-��! f__..__­­- l 10.1m"T.IT "I'll 4 III �7_.-F271E� I!t1Q)iL;(a.L'fL.kLUAI111IqRMC4L-*4U--Z2-KZM 3 O.-MATE.RIAL (�TER(STICS AND SPECIFI[CATIONS: . ... __ - ftARAC Shal be strIctly In alcoordar)(AT trolly 3aneral Notes and Componeirds indicated on shec It 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.2R 176. Anchor W.cifications shall ho AS indIcAled on shel 1, 7 anti 21 of 26, I. 1 Product Evaluation Document (RED.), drawing No. 20-176. 7. LIM.I.TATLQN-$,.AND-C-QNDITIONO.O.F USE-: 7 1, All I)e strictly in f,oniplia)ce with Gfirisral Notes No. 1, 8 Ihru 14, indicated on s!tpel I of 26, ns, w0l as General Notes # I thru 4 and 11 thou 16, indicated on sl,,3e( 21 of 26 of Product Evaluation Document (P,E.D.),,draw1ng No. 20-176 prep ired by Tilteco, Inc. and signed and seated by Waiter A Tillit. Jr, F.E, 7.2. -Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as dell on section 1620.2 of Me Florida Building Code 7.3, "roduct shall only be installed Into poured concrete, concrete block, and wool frame structures Prod ict Evaluation Report prepared by Walter A. Tillil, Jr,, P.E. (Florida License No 44167), President of Tilteco, Inc. (Florida CA-0006719). "t'l'.0041,00", Lo0111, 04 F14 . � .. A N��Eiil w.,t A - - ...... J , - I � ­ 44167 *. , I I 0; - : * ! * = 1. = � : r, 'ATE OF ,',c,- IF - ,��b�!'_'$ - 0% -10RI, �, Q ..­A�Jl �:•...... _-.,,Cs, .6 11VAI.L. Pit TiL -ECO ADMON RIECOROS T P, 9. REPOIli i GLOBAL PROTECTION PRO[l LAC t 71) GAGE GNILVANUID STEEL STORM PAII ORW3*24N, 78 T, RE-ORT 120-072&01 __ - - - Z fT�ID �E� C �>i m �r_ TILLIT' TESTING & ENGINEERING COMPANY litl 171LIJT IT,,'t,. I lllrc��?.Col PRODUCUENIALVAI 1QN ALPORT . tech, I , ­1 I Jlyl REPORT NO,: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 019,00i Protection PMdVCt5, LLC 4800 S.W. 51 strete-1 Davie, Florida 33:114 1. P"_0SE_OF EVALUVAMN, This Ise Product Eyaluation Report issued by Walter Art Tillit, Jr., P.E, (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method ID of the Florida Department of Business and Professional Regulation This product Is being Issued an Evaluallon Report as described herein, and her., been verified for compliance in accordance with the, 2020 Seventh Edition of the Florida Building Code, and to Yerify that the product, is for the PUrpo SO intended M least equivalent to that required by the Code This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may alleirl Its limitalions and conditions 2_EM1_Qr;NC"AflB_MKT_F.R; 2.11, PRODUCT 17VALUATION DOCUMENT lP,E.D.;: Drawing No. 20-175. filled 1.24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 37127=20. This drawing is an in-'t:e*i1,14� 0I". ",, '".'p/. IV i,, s Evaluation Report. . - .1W ,,, .' �11 ' , ' * �, 3 1, ,, """*�, :,= .1 �, .-, * * - - . � __ _V-0 �-A',­TF OF .-' i 1P % ,zz S" cxlr..-. ,'I. OR 0'... - tX $� ,�� Ce b� 4- I x il Ill 36th Street, Suite 305. Miami, Florida 33166 - Pbol (305) 8-, I -I" ��ixo'6',i`A-1531 - - - ­­­ __--- __ REGULAR STORM PANELS . . ._____...._._­­ . & LIFE..SAFETY (SCIALE 1/2.1') , ­ -.1. ­­. _15.19ir-(iDETAL I1T]711) 1 5� I%- ,,TQI.L WIOT�) - ---l2SDD� (IMCTNE *Trmi, - - (I T/41 1. - 1 6250, - I ,ffO' ,, t I I- , 1u1` - "I 01W MIN. TW49 - "I.- 'I', tSDO, r- . ,,., "i, , -, I I __ I", � T ­__ .1 X ';P'l ,-_ ,:ll I ­.­ , , Il 14411-YED rwl ) --------- IT ,It 1. i �1! ., 5A - � I., - / �(,R"­ ��,C. ,, -4MMILD 5h, ,�­. �"5�- I � -,�..­ . "., li . ,6�mll TV ., .1 . Cola."WID VEIT .11 . I / kqM "03 N " , / Er1r E �T I . I , l [ gal: , I } � . , E LIGIF I I COW S. U&MAJ. l ", I , '�, / -40 DALY '� , OnAM V,( � I 11 DLIUL &_ "I / j I 20ML A .&L& %__ �1 D00" , 1, 1. 44.ar - - ,:;;-� I `''el � I 11) 5T0111-1-AHL i'A ENC STORM PANEL 1 Ill - , .. W , " ­­­1 - 2107' 'I 14 . ellil I III tM , �17 1 ". 'I, - Ill _�, ij,�Y� ,I I L 1 K)' # 0 1 ) �0' I I.:K) I - '_ :,,,. �,�'.'�-��, 'It" �m�.R � I'A'�- � . - I - 1�7 , _, 112" is Nlua Wl S.S. STW "or"Wit - . 1-41AI, � t I t M AWLE 0 1, - , _­ I. -230 , : 12 qp CC �111 :,ell,".7 r i L, �ls' �! ­�ii 093" - =6 - -"r 1-1 �. 3st's" �1. _� - , . 2 I'vo, IF,.___.,_S.,w,Sw- I I - I - - , li ip��9, I - - . I ,", I - - , .4-7:7- . (I �50' - ... -� � . !25 � 1 7,5 0""" I I I,5.� � I , ,--.. NEMOI , � . "I, I A I , :;$P-i� : - I - 5" W. - - , "3w. - L sw. --� I .�� ,�`,, ;-�-%�-, �s '. ISOMEMIC VIEN DIETAILA X, , t -�l,..L2,owl**_ __ 2 Cor, , FOUNDED CORNER 0 CNOS Or PO4L'S I ENO tic, */ `1rMI,IV1.!i1 FIA�f � ­1 I , X AIKLL_Wff1J_1JTUD , , -WITH ., * Li ,�) "h" 'HWIR (3) "U.-I-Malm 4 Lkti[M . _.� AtJGLE, I * ,-" - REYERK STV-9 L it ii, , f . 1/1. a ,?,. . io. Lol �374' OW 1. Ol , . 1 ,344* 11, -_ il" _.- � I I . , V P041 , I I W. � t I .,I, . � . I 1, f' "_*;F, 4' 1 , 7� ,,, l I -407'I �._ ,'S. ill �, � P , ,, I-_� ,. ,,, , , ,,, , $I!.' tl i 1111 . 1- - I � I , 11 17 I I .� I . .1� r, � l', � , ) I -,062' 671- I . li� --� I I � I � , , 'Cl - f I 093, *111t.- I I I :11-11'. 11.1, I— . . � C I �. ''I !:,�A;�". .' - . I , � ir�w �� � I "T" 1.111, "Itt'l �F" I . . . I I � ! W. i ill CRII_ , I , I I , - �' , FrJlV I KEY HDU-WASM ;�2s" , . 2.0001 - - -tl'�iv) . ­­-, - - C6,: ------, ri" �r__M4SX._ASQLE ("' la_* =-JR&A 17� ELATL ±X0 D-035' W)l .7 - M! I , - A) !�� GALI'll"i SITECIL - - �,. t..,! 1 "O"114MMIl WLTE__.�Iwo . 11 '%I" k T! ""k, ." ", f­111 I ill ) A, 0 n., It 4. %. - / � �, I � I - -, ll Tosx�(' /;�,-`��Cftllsj"%.� _% 1 I 11 11, , ) � .. �- 11 J� . , - I . - T, " ---: .� No 44167 '. I I I .s,,, %�__ia�io_/ - , 1. ,; I �, �, I � I z , : * . � * � FLORIDA OWLIDiNG CODE (High Ill Hur Tcano zolil 1 OW 1. . . $W WIT a I - -k- - ]I kt Of Itl �, � STATE IN .:-4,,'1 .2m FAT1010. w. 20 GAGE GAtLYANIZED STIll STORW PANEL � , O', 2 2, - to "l EW i 1. , 1. I T W"NIG _�=_= ___ liil � ,II, . f4l - I I OEY HOLE -,,. x - � ? F �! � ,,, ,+ -----, , _ � .. __ -,- __ � � ... , __ I . nn!1___ , 5,,'Z �Ill' .. �,,,� __ . Is: - 7 tf.- Al. 1110% " Ntlll . �.._ AT PANEL l � /() - 4 _- PROMICTS. LLC art", t1l: I OW - * � 11 KWL I / �_ - ­�,- / . =,,­ ', GLOUIL PROTECTION � - SCAl (§ 2'X7"X1 /4" �W~T'l 'St .to Kin ./rv! 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III, 1 4� AISTALlLATION 1�11 !/It -I' I- - - 6- �L il ,'I I I I i - Fit v 14" I , _11w�- .1,l`tk I # I T - __ t4C, ts"114,1"ll -1 X'-I - 11 , - il)� : C. -,'� , �� �A: . grN I I I EAVING PDOAKill ,� �,,At,il� >41 ­­_­C:T== _,_­­­,;tl L � _� � � __ - � :. 'I"IT'll .PtIVITH 4 Ill W.,- - -:-,�i *P9 v, ,­'.!2� FLOPIDA BUILDING CODE (High 'Ill Hor Fcar* zarl - ="m "Dan CO"'Arn C' III "t lox $11141111w 1 X,12m� cot"CAVIT 911OX .% 'TT'.'t. ,� III, a . I .� MO IIIII)l 6.) #if � I= � I. pftll `Nw z ' ' � tl NNI711 Ill 70 GAGE GALVANIZED STUL StOIW PANEL Al OUAl KAV� 11 11,I51 a n I 11ieN . i ND 44167 t . , - x1l., rg�P()tl_ .2 * . * � ' I ,,, I n� , . i'D" �---� - � ,�,"`Ti " �IGLDIRAL PROTECTION PRODUCTS. l "' $ �4IE OR �, 4j'r 'r 4- - � I �T wit I I r ,," I ," -_ OJETAIL r9fi Se"ERS REQWRED_A1J0f_M i , 1. I 11 I ­ , T'l, lk &%� , CM MWKS ADJACENT S 19 S, �e - "I "1,;? Ic 1" , 101t.,p"1*11I li�' IT- tdrl_ 4 _&t*nt4,"-,�4w.­ 20-176 e"* I '4 ,= NI -1 I"I F=. � "­ I`- I­"�-Itl 1. _,"_.v, 4; iili�;:��_ _ ,-- - I f _w - • I, Dw ._$, � ii. . .. � I ilow ".".m ,,. 1 �11.1.1 I., __ ­,"Xii�7- - - �_._ � "1_411��/, � , , "., I , I� I �`,, , , 'I,�.T,Ilff � �t; r ..n1l.-Om" ,"� - - ill N - I I. Z�_`� � I ., , . - �. i ?RQJStKt1 EVALI A KI-J.'ILIWC09 it NO, V$-0727.02 2.2. TEST RFPQRI',',7 Largy, missile impair .otio tolits, A,erR performed under SSTO 12.94 Standard azi per section 1609.1„ - Of lhc! FloridaBuilding Code, Uniform static ill as per Section 1709.8.3, pl I A STfA E-,00 T*4,,,t reports prepared by American Testing Lab of South %d&, Report # 0814.0'-01 dated 0311 1I`02 wKnossed by William R. Mahner- P.E , Boriz Moroz, P.E, and Henry Hattem, P.E. all Repo" No. 0210 01 -09, dated February 26, 2009, signed and sealed by E dirr,undc, Largiespaca, P.E. and Henry Hattem, P.E Large missile impgri and r,ycll(, loadings per Prottot ols TAS 201 & 203 as per section 16014. 1 .2 of the Florida Building Code- Test Roprirf prr-j-,nred hv Amencan Testing Lab of South Florida. Report No. 111123.01 - dolcd Nc, ­rIteir 23, 2010. signed and Sealed by JU30 E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical. Inc. dated March 13. 200'), Signed and sealed by Frank Grate. Pl as per ASTM 6-8 anti 1 enalle Test as per OIC Melollurgir,ii! Report No, I OKM-1318, dated December 1, 2010 signed and Sealed by Jarry,htuiofano. P.E. as per ASTNI E-8. W.-STRUM-RAM, ENGINEERING CALCULATIONS; On 24 Gar Galvanii-rA Sill .'.�lnirn Panel lur ml,kxiMurn panel ternott I vs design wind load, as well a,moximismarwhor r,pacing vs. cicsign wind- In.ad ad and panel length based on rational and comparative analysis, all in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltee)o, Inc., dated 121118i10 and 0812711$ (for this revision), signed and "�ntrld by W.,111cl, A- Tillit, Jr., P.E. 3-MIS-S&EIMPACT RESISTANCE: Large missile Impact under Section 1609.1,2 of the Flonda Building Code, as per SSTD 12-99 Standard and TAS 201. 4, "ND LOAQ$ R __ - _W$TANM 24 Gage Galvanized Steel Storm Panel hat,, been vettfl(1d trd t;ustatj voind pressures: Maximum panel lang(hshell be as Indicated onsheets 3, 9, 10, 11, 12 and 17 of 18 of Product Eva4iation Document (F.E,C.), drawin,l No. 20-175. Maximum Anchor Spacing shag be AS indn;ated on sheets 5, 9 10, 11, 11 thro 16 , I rid 16 u I 10,, if Piuduct Evaluation Document (P.E.D.), drawing No. 20. 1 75. 24 Gage Galvanizes' Steel Storm Panel has bewivedfied fur code cL)rn;)isdtNl to work as a rion-pulrous, storm shuftair assembly, as per SSTD 12-99 Standard. 001601114TI4 ;�x trt� � ,..'_ .. 11 . ill It : t L : TI � . r ,� � * __ , I , I r 6 - 'I.- - . � , .11 , , , . � '0' ", . 0'. , � . - ,,,,, 't "I IF � Ill- _ �,�,,- .1 ­ � 1z, "', - I ,,­,"�.,,tl -'�ONAI_ "10, Ill t"Fill,1110, 6ull t1%',%l,1.,.J il o litrit,(t14 I J�,.), ppvl 3 5. M-TAILATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 ihru 8, 12 thru 18 of 18, of Product Evaluation Document l(P.E.D.,p drawing No. 20-175 Minimum separation to rtlass *ail hc, as indii.;rited on sheek. 3, 6. 13. i 4, 15, 16 and 18 of 18, of Product Evaluation Document (P F.b ), drawing No. 20-175. B. MATERIAL CHARACTERISTICS AND SPECIFICATIONS; Shall be Strictly III, ai.xiordani with Qeneral Not" arid Components Indicalao, on sheet'( and 2 of 18, of Proritjr.1 Evaluation Document (P.E.D.), drawing No. 20-175 A I ii.l",o specifications shall be as indicated on sheet I of 181 of Product EvWuclivn Docurrient (P. 6-::.D ), drawing No. 20-175. 7, LJN1TATJ0N.%.A ._N_Q_QQNPM0NS QF USE: 7.1. Shall be strictly in compliance' with General (dotes No 1, 6 t IT I t u 14, Ind cated on sheel I of 18 of Prodtict Evaluation Document (F1 E D.). drawing No. 20-175 prepared by TiReco. Inc. and signel arvA sealed by Waller A. I illit, Jr P F. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida SuMing Code 7.3. Product shall only be instalit,.(j Ill poured concrate, concrete block, and wood fame struclurl-or, Prodil(t Evaluation Report prepared by Waller A. Tffltt, Jr.. P.E. (Florida License No 44W7), President of Tilteco. Inc. 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I `ai1iM__I .0, RIECUIAR PANELS "" - -- SArM VAl ­ I 1-n �-- , _::�= I � Ill Rl 1w.."ON (SEE Halt I IF I CrActm Aw.o" � - I �i , ErLol LAST PANEL p To at PwAALED ASM Ot" SCITEDULE 011 - I , �11`41 ,x LOT SAl 'Dea PANTE1 GPEMl IAAL I _ . III,, I. -L, � ALIVAIN Pr IIIIII04fl) */ WAR -1" ll , , ()P-Tj"-,.#I, --- IG 1ACil WTk,T,c, " . 'A" SHEET 14) lintRl CoNCIBIrl OR LIFE SAFETY STORM Ill 7 A, -,. . . ,,� Al COTI(Alt'l to of 06TAIAC,co K."I, "Al - . lc!�, Lol Iuwftn .&I � " ,,, PAMR.ALAAA or $Tmx.u% t3l 5"HICOW I'M- -.---4 D ---;Z I "I s1frl - ELW-Tj-QN � WALL MOUNTING INSTALLATION WAU N11tINSTAUATIQN soar $1`l mou V_,II 3111* . �* - SECTION SCALE I/s, . I, @01"ll . �4, .=--a 4 ICU -,/-' Q1 I., - l -� - ­_ - , - �. " t i - Ill OIL IFE -LIT _1101w PmL_&.A1Lx, IWIALl . 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CH SHEM 4 J, 51 � _____ P, 11 - I-- ." : �, 1. 11, i -'4, 11, 1 ,­,­lt ­�l t ITATI 7 I'll Pl I 4 , .6- � l . LD*m v IN.) 0.704 P.I 1 I,. r, �Anc cclml 11" �-_.:Ir �C­..l 10 ,­ ll r I ld�rll;ll ­ll 1,1111E �Il. 11.1-1l"I I-Ar", � 4"_, �ol ­ .B!�­ I . t � ­j . 1A - p � N. i .1,4 f 4. . .... ­'. ­ , , I ­ 7- , .t1t)-) r ,/. "I. "A 6' I wan, � I- � "" - I I, . � .1 ­ � '. i , I .---.-, , Il I __'l __ .110I : I I- ,--- __ I , � I T_ v -1 .11 �L _.i - a' t N/A 6-_', VIA ' , , l � ITUP11 : � I - __ - ---­ .. , I " � �Il , , " i 111. - . I /A 1p ­ - . I . iA ­­ ---!- ll j . . I . Ill . - - .1. . A :: , , � C, , I 1, - i. -.-- _ MA _ - . � /A __ �, .." , J l _ . 2"._ III0 :Ill I I , "ll 115I, __ __ - -_ '" * - - ----- - IA ./A f, � Ill 1. 1* . i I r., .- - T _.,L__ - - I 6' WlT, -_ IT I 4. Ill ­1 I . - . 1 ­ -.I--- l . N/A I N/N WA i I Op 1 tI, , 0 l Ill. 6. 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ACCORDANCE INTIM t4f 2020 (ITT, I.C.11,'.N) u, THE FLORIDA gLILniP,A,'T roX DESIGN WIND WILD$ SKI I XITERIAl AS PEA SEC-Ttrill, col) OF 111111 SIBIDA. MENI ,ioc,L, FOR A WIND SIDEED AS' PFQQj1l 13, li j(IFISDAI Wl VIll Silourl Wi K INO7,l,I.EC AND #on A DIRECTICINI W"OR I (jS,FC Al ii-It AFILI IINA11 Ni>1 FKQlfIC T�g� wkil (A $ n, T ousili Pkf'SSLW I I, t I, � 411c.,l .�N 5flift" j•l I �b IN OROPTR TO VERTIP !,�I, N,,',,,,k _f.),or,9TN, ..Pl.TwT :"I"- 'i _fIAD� llUlp.T,444[�l PCR ASCE 7-14, o' �S,GN "" l�Lj� SHALL K Fill Ril ,_', r! I T I A 5 o * I T. kmb, III -; �Te r,Tv w a 6 If, fT*1.7FR TV To COMPARE TNESE I, ,�'- I _. - - '� �,;'� PAI ­� ir - r , �,� I ' ,� 14l[,� i,5 A 4YI *4 OPI`D1TR IG III I : 0 „ . .. 1 -0-JITT , il$% AcRFAIIk IN ALlowlwz SIR( . ,, , I , ,I, I. ULTERADDIED .14 Ill U0,AN, POI '. S .1,1 - . , :�'L , .,�,,�, I ' ,� I I I r"t 40i Mill•� , r I , PALS . 207 AND IA% . A I-15 w 11 �:,Il,I, ,11 110"Thl'I lllbl,l THE INSIDE Poll TPIFE It L I ­ I . 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NO It 1, ­ I �-T!Ftj UfqGNATION , . . " I 11 !I iiAttiL C.) r F,ill AI[5r'&4�0��i , l, I IFI,I I : ,I P0 . - �- -_ . *%v 44, a c"ll a4ft,w � .... .. I - & ---.- Hi1j"AITAT" --- I H A' I'l o 7C 1,7MOr, PT,Hl � . �� 17' R/A j 12- I N/A /2- 9 112- N/A � , , 9 �, .�, "If. iit� I � � 1, 17 1 1 , " . - �_-�_-_ 1 3 (BOTTOM) ; I (to Ft INTOPLAHAH 11.11, I - I t' t, 12* ,-� I Ill I - f ". .vA4TIl - Ill ;1mi, ,,.,. � " !, TO RE !: l .v !i ALI SCwwl INAIril N/A 12' 1 N/A 12- N/A 1. I N/A (I- I � 'i _ A, *,. , 1 5 L 5013 I a HHHI/ 5o O. I I f 1, . , "I I I � , ) I - , " k ,.. " 5 . , HE .�,/,, � -­�;--/-� - -ice..- 4 -4 I' � -4.- --L - _. I ,�!11, .1. __i___L7__,% 711. .1 3 A : r . i i H�, il l ._. I � p I � fl-)L:� IF, bk AVIA! I I I I I , I � , ,,, I :1 "Ir I _. I I � -,r , , _.� I - I f*111" clifoll I A ... I O"I"I'LAr t'" -"(" 1" All "Il 4'� " . : 12" 5' 72' 1 '/2- � 12. 1 it- I ,,H� I IT . I I. (Potirrom) I , i 0 t . At l / 5 1 11 I limm w . I l I I I , I I , f � . 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I . 11 I I- k � � I ___­ , ­ - �, THANTI'll jueciWILN' (11 I-' '�' All ii'D l �0111I'il` ­111 I � . . I . l I I " � : I , I'Visitl I '14[1 I I I � I , I ". ilkNi- . � I 1, � Q';­1 ;L'H , I 1*100 m N,-Ii I AH­,-.T IT __ ANHO (D To w vw e, � � 33 - I 1 �'. " ,,, 1, A H4 �. ,� 1, � i'l ,(-I C (�_, I : � ­ __ . I I I I ! /6, Ill 2t,AK `,Al .1; I l All 42 Cr,­gLNklrt " Tv , , ll FON , t ram, __... ­_ "i".41.1;1`171."N"' �� .Ht -, lc�;. , - 1:111c"Ayl . . I . . I ­ � �,W.;;� f';­ IANE AL __ I AI . 42 ,K)l 11A % Fori Ml "N"E'Dil _�_ I I I c I I . I!I�11 L`li: ImILW Al"I BE �XW 11rPi 0 Avoll ,C Moo,EHI't .2 I , 3 R IPA I . Pql��tToATM4* I., '12- 0 � . I � ­ . T - - I I � . � I iL_ 4z� IV ii&Tvl 4 1; 1114 "I" -1 " il L i �1 1 1 __ - -, I , I I r ' , I k2) CALH & SOLI N<Hl '4l RE i4lill ?,A' E110 III 4'3t.tlitil COTICHI� TIQ Ciii4.DAI?W ,1,11 -,I -.1p, 'A'V�I`A' F'Al l SIT PREPAPETO Ne 1, FtDAINUH, Ki.'P,lool •mr,-;ITH(111 QF AM,�IH17CT Pool ill OF,,f.Wf -1, 74 1 __ ��,44,NIAP`.,� 5 l t � - stucco lim", T4 f-Fl4writ. 1,14' ill ��, PEll ASLD SLAALL EIL I , ,,r;, 14DA� "'I"'N'ti" FIEDQLS) "I Dt, � " ii� L HAH �� � CuplHoHl Vil 3 -oil . AD LAIL .tlilllm j _ ,. �� , 1, . .'L Ir,­, � l AT Top - tW . l AND I' MM ' I ­.l .'7,, M �t ,: :� A,NG MA, Pf K&LIllo DC."S TP Al I'TK,l $,CREWi All ,4 1 . _A4, TPIONEtk IA fl IkUlt�, FOP D`tf PAWELIr ANv w.c, *u NE wi,,P�,I,H4lolF ­ To PHIN"i'ail l I., L,i,�;-j(HD' A, . $c Ail lIal KIT ill IF IlAILlil ul.4, HIF W AHE G NIDAlUk HOF RECDku. KIPTIC Ng A 71t � iA'H P I I,. il,. I`I:�11` , . N, 4, I III I In __ i2), ).�­ " - � OR X CN-IRL, Nm .. ml ol . . ItHEANNI "..'Moo ON; :1 ­ - - ­­ I I -1 $(*I I ml, Il HI -.1 I . - i. , . I- 6 !�,l CPA " "Ill moo" - no I_ " . . ol"Ars"ill a VA"_MQUhnN.Q I it! ul a , 11 0 - F D VM�NkEii H,Mil ;I0AIIC TO '4Iq HAl 716 �11E w4(41` i- Hi, �.,� 1, Nuit- lcil . 1. , . I I I ,,if A - `,_.-Al fa 2.", INIIALLl � - ..v`.;.1`o scFk. __4 --'/A.. L04 ITAIVII CA It, Oc il A 3) IN CASE IN y" j1H,-W , CITC-7 1 AI'l INAVIlTHIS 7W.'r? ICIP Hil 60till FT, FmNll ,,,, T'Ill . .. . ­.. - ­1 . .. � I . .- - .- ­ __ - _."._ , ToOl 4AW kErAnil I, _T' ,A,- I I/ - II-ql,X.:H I"(111111FATirl (V�.. HP 14" 0- T�;VILADID 1.1"Ll$4,T'H�01 f.xrvll*c l "N".. 4" 11 1 LAID 501,11 "'ll IA� 71ii4ii, Pl�:D DIAL KAN 1HL titil� RID �H*ll 'ttk ARC 4ll - - ' ­L 11 Ill Ot '.. tw ALITERMTly""w I_ . RE Hol Ill;r, ANCHORAGE I .F,,,.,,,r*, ! r'. H,. : I � Hill I I A - ill, ITIAi'.1 I'll'. l TTlAULT,,CfL HA E .i4;�NESP il CHECORD, FW4 oK ARM. I ­­­ __ __ __ - ", � __ - Z'..* TALACC C, I Ill ON krAit - V ­­ ____ " iii . 11, #4 :X'.L� �,'I'.. P. IT Firolill ", al 10H 0 A Ill ,',,,,., 1 I 1. .11 . .. . . - . . .1 � - __ � - - ­ I __1. - IA S"I"rItHil HAAf'VIAC . I .1 r4mr Slii�t CR EA ACr.-ORDAl WrH W:71DIN I --A HE .- �r ,�<,A,17,. I., I Iry - t -, -4 ITC, 11TERUME I "W I I - . (e) TO-J.vilumia '. . _,...'��,Hl A­AAH , . .rUKPS ,til fo,ilLl. I "Ir - � -1 - a, At. . I ... a1da-:01. V Q.Q EM.Q - 4/4' 0 TAPC 4 V� 1". W.Ill"Al"11" I l � I � I., IIIALI K Plol,cEti FOP ENH OF'rtil I-AKLINI, "'I "Olitill Nl!lD sf`.A�E IlHI � A rlol�h io DR - -,--' 0 . )", "A 11: "IL -kV', A� HALl I 11 1�, .I % 1, FLORIDA eTir4bNr, Cl , .II " _,_'­',_'­__ -""--"---, ­ - ­ ILI - vil - 3/4' 511, I,. $0 mc-'�,,,`, 0 Dig.' - � .. 1 POILOWIfitill " Hl OF, AI'H Il IDN FLI[�HH14!1I il �I�rj ,.t.':' '� IKS A AL1E8jNAI1YLA':A . 11114- III F-Ahl ILWIL ID Agio CHA,41 .1 "I 11" `�?i; 16r '.LjlA:,�1VlRZlL L. !,(1, t0hillll�i.IKA, pql�o�lEflillll I .1 'HIIII, I$ � ,,,[ A,*' i"Id I I i Il ,Ii�] P! o­_ - , 'PIA0.110", �K'ii I t ". I AT , , Al A T 1,11 'IP It 1,� ,��,� [�, I ,, ,,, - 1/4" 0 ZAMA� NNUR �.C!4l A� il A': JWU LIT D.Dil Nl. "",\tg 4, Till 1 1, ; � ... e />", . v. , , ,� '�k P' 14 4 Al A, HH�N I , , I'. l - v - , " - -� � ll� Vil LHAECIFIC DINITTY IV l (A TOKOH, ____fl ., ,11!s . ...... -,..., ,l , I -fl, " I) MINLJHKAHI 0"Iltoil I` TAFCI�� AHAC`l10,`Ii, FLCID IAi;TkHLATT,T ANC ZAHHHAr NAITI kl­�Jtl .1`1! I"II.HH-lHl � :P -, FLORIDA BUILDING COCE �Iil High Vil Hill c.- I=Hl , Li '. "' I , I I , �c,&) -Ar �,, "4�1111 11, - , , I _ 0 I - 11 _- , , _ __I', - -a , . , PLE I , J_, APpq � it ._ _ _ - I _ ____ � � .1 " I " - , ;, �j 4' i I � +--E- �2 - cm k�l ` � � �', i__ "� Hill J 1�4 , �1� .1 I `: _ " ... .iI ,- "" " -� - A - i � .. I � I "'' . . I -l"i" J i� � P'.-III, J1 I , , , I 4' I. - ` I 11 -_ :_1 `- -1 I fr-'T I I L - � I ol, - . � L I " , I *OW 144411 E , N _' \1 E ise , .. , I . ,I ,t , I \)ID l -, W. I 1" ..-' Ill .-. ,, BlOcIl LIMIT 1111"Lli el Ai � . L ef� '. � . �!O;?%, :, HAVIA Ill IRAME �QWIIWHON ll INCHAAHREt $0 AYE DDIHITAX, .,"', INTO I'll! "' IN "­-Y� I I �_ I 1, I I I - �� , 1� FLORIDA BUILDING CODE (High Volocity Nu 'Con. zono) I ll , , F[ORIDA, 9011.0ifill. COOL klAl VIIE.61" No, I-TH, Z,>"#, z �,oi,,,W,lq4 .% � Al "HIU. .1 11. No. .. Et dITOP ttIll Hot , I, I$, - Ill 4 -.--..- _. I -•Ci:I Cill 11 I, Vltdr ­ ­� -­ - ;1111 I Ili IhkKoirti lta, LIHIck *�,c coickl'I'l, Ill ."Illi "HO 1 74 (iiAl (I)IIIIIIIIIIHILD STF,(E STO" PANEL._. AT, � 20 CAGE GALVAMIZEO STEEL STORM PANEL - .1 -, I . = 'T -- * I I � -.1 .1 . , f, ----------,-, ­_____­­_­_­__,__­, P..."l * - * . : i ic GAGE GALVAIIIIIED ITEII 51 V, I , I. , f6 z � j Ar',I'llok., , icumtml R. AT ill Al = * �� II : * to !l Pill miooii,� l A. 5�;A,, ,11 �! .. . ,, I I : � 0 SCOW USE 1A 5"'AL, as , , to"Ic. 'A .1­ "' - ! , ". * I I 'wl z. - ltj;;�Iro ,11 - , , 71 � , z = * � I - iiAH 'I's ANC , ITNA1.1% 11 I ,-. ,§-,,,-.- I oA.rz Ill "I'Vio N&TH - M WHI. C,-I- ­ ,,, ,,,, ;Ill � . wn,fti. 'PL i. 7':,,tD)tl_�;_�. 1, ... � - ,- -----' ' ' '____________IH" ' ,§ � - A z I � -.--. - - - ___.._____­­____._­___ -.-­­­.--_.-__-.- -, -P 1, , No GLOBAL PROTECTION PRODUCTSI U.C. TAICt. Z� 'a -1 -, ... Al N .I(, 2wo its CiiiIII Y-1 ITT, ri 2 ky"Am" , : e , - " _ - � � , , ", '�, I'LL7 limil [-Act.- ,QHwA_ � 'dk �11­ ,, '. � r, iL I - . � I ­ ---- `HHN,1 ITH 11 FIAM � $ TE 0i � . r__1111_� S 1�- SW or" H,'31 III, -A�f 1­11 ��, -, . . ,,,�,,sl! t.QN'H`l tl Sill �Hii tht= Ill i� ��11 I - H. I . - - ', III. ,.­ ...= ".,`A.,,. .4:1 20-175 1 - AVPAi,l GLOBAL PROTECTION PRODUCTS, ". 0"' ;P GLOBAL PROTECTION PRODUCTS, LIC, ""i".17" � All, ��. .. Al HPIT 3k .I,[, �,Lll I, ,wol H, �� ", - I'" A, '­ )soIIll DER NQQQ_nl "l 10P` � L_..___._--___.._I I L I E C 0 ,.C- I\ i'll I - � �;,,� r EWSTING .." AW",", 1-1,. Il. LLWK, F,KpljH;k IH5 Ril �10 HiLAITi Siltoclu tl`,�"S' I � l, 'I A. � i �, tL, ,�,� ,Q,` l " toTwo 1111, [mom" c All "Al 11 3331, ALSuwfthm_QE_=nmd I Alx AwHouct skA.L RIF -ill "if"I N l' ) III!, 11 HH i��, , - - - , , . .__ - 1_11* - _1111 - ii;_�;� ­ 1­il .,_­ HH., - 'I'll IN, ", -_ AT .,. PHAAW H--Ibn.,W- F. it")6"� Al - -.�!,_ - _A, 11 .NN :0 176 ,, , ",r.o­l,.lLli­1 cA, al 4 , am " ...A. 1, 0= 1- .1 1'�.l -1 - � 1. -I -A A �- '1111"I"ItIll, ........ "we 111. , ­1 � ,.. �i I I - -�11��,_ INLITTI A, 11. .. I �_­ , 7- ., . . -_ - 3. How rLLTI � '. dif ... 1. I - ,::FFEK. 4 'I fi�.im! " I III, I . , 7, - !,,I,- Il 11 � Howtoll L .- .. ­­ ­­ . __ it , .111", I - - - __ -,-. _.______ --- - . _. � ... . - HH", --- -_ I: --- __ - . -1. , ­­ - ""'<'' ol.wrw 0-awal --=. rlll - " I Roomil ft. LAVIT, I . - oHi's, - 9 T q �i ---"---] - . - __ ,�, Ill Hil I - ,� 20-176 '-,,,,%.s�- -­,� , '�� 1­11 IV,! --I i'll, i; ,p 0-_�_ Nt, - � 1� - " TP -.A, � ILT �0,.7 � .bm %. !, FLOW -2f _ 82� 1. I � 110-11H.". AIL-1WH �IIH CI .11 .Q02111.01.,11: ANGNOR LWATION It I L ��, FT_'ZT'?�-�,, * ,,,-,,lltJbr;_cf`F1RE_c_il I , Y i A. Cl .... ... ! ------- �. . ____ I , I ... 211tuo.". m__4_::�___--.MTl n w n HPTPl lqjNAll " I., I— ­ 11-1 - Y:!t�� �miK ,--*� - � I , - ----1 -1:1 �, W L uALITAiwittit"coft 4ft'n A fur Ar. _i I" Tl __1 ',, T'.'_ ,�,"`,,,,, �,,, o= ffl,.��_ . E . I I A'i lix � I � I .---.--- ­ ;w I IV L , I - I Ill ."..- ------.-.",-----...-,-----------..-.-----.------..----------....... Q0MPOt4ENT5._FDR_.R�Q � 4UI,,A��__Uff 54�f E fT_Y &C-7 HANG STORM -PAN",.- ay-slm I - 13.125- porm will - ;l ,,, � - ­111 -I--- ­­12500, (EFO,tLtm wkml ­ - - ­ 11 � I- 101' 1/4-��L2MON4 N I 1 2to' . ?50- - SS ) FZCHATI I . I 0 I/-' (Irl - r', , I , 3W - 175% - 19 ANKA-F IF 1, I " � , I'm, HIRT— . AII. OIL 0 i 1/j, ti; . - 1,350 -, I 3%, - , _ too' it t (1, H Hill . "'TRIDDI f � I :1 .$W I � 1� � Ool I I I I_._._� , I I ��_ I I - _� " � ! Him � .rl T_\ 0424' ON r�V" I , I 1 3,375' 4.1 � . � 16 i . 1 N, 1�l � lop ) -11 I i I wtv cimativium SK �, * . 'A". I t'L - l - �17 HTVV." ; "ll AMM am D, lri� �._ . , `C t ---------3 mr W4 . BRIDE 1013 Mom" " 21in I � - WALL. A NO■ ONO 4u , - -] I - - .. -J l__,.5m-___i 125 _//l . . - - � . . 31. 1 (TYP ) r-zl (3) . I 350, 1 I i - . I -! 350*- (j) STORM PANEL I - WAA A - �" 2 Ow" - I � ITHIMOLS VAL K OWWO ALWAYS - 2 .to " � jonT ,oiol .OarN, w Wor1/1- LED 1!HLwm 0-r-.18606RQLE K 511K ., M. Top em Call (il I PKAl 00 LP ., " �, I , Ili. r.kLIHANIEZED STEEL : 1, �, I 1. ,-I� - - I., 4 2 m* , W/ orm"m mw "", . j "I PAWL 4 , I 11> . r�� LOW , I � ,� 6 133"I '7 Ill I I , I i � - -200' 0. k;) I I . � ) . 0. 3;51 I . � I Ill � i . I"'' - ,., 't-EL, , I- I . 4114,1171115. . I I I : " I ., � , '(% 270'- ' I R lt4 I . . . I ��_:,, -H Im, I 0 P-1 , ", �'� I I , ,,_� 0 �I ,I' �! .I _YlIll 11. - , � ,_� I �� l'f ;O or,."Atl rI)P`l 9 N-1 " 1:111t, `� , . A. I - - II -­-2318' - I .0 , I, At I I IF t, L , V_ H,:I�t 37! . �A"51 sar"M 10 E IT, ASULi � � - --..I- EDGE OF PANG 2"* I­•i047. .Ej ,;W `1� KEY HOLE WA180 I - 111O.- 3 7tol 072, tYP ) I Q 3T05­H154 ALUIJI ALLOY �,161 ; KEY-BOLL-Al-P-AIIIIEL __ _ . r 11 -.I . - AmE smi c 10. HHHOMOIAL, � V� I , J4 . ­ p6c, - Ill Hl' 'Al "Is IT 34DIC ,I)l is I r, ,L-�j ! Ol I I - - ­1 ,;�S' 1. l I ONLY, I= ,OR INYTIALAroo; im t 2f,Q' 1 71- 175, (i) SLEEVE 2 I ZB i I - . � ,w i Ill 71111hICHILRES I. . I , I Mm- L04TH . " � , 2y, - � - Il',"l 7w N m' Ill 415it, 2�Oco . A --' , ITO , I �'_ �� I I . I � 4 ", , : Y. 750, 250*_ - - 'N' MWER @ -U' IJUDU . ': , I .': _777J I mill - zlw* - 1". 'ITH (�) REV. - ((,_�r) 0 - I" WIN r, ' Al �R amu I Mo. .11110 I 1-1 I, �MN, eill (179) AN= 'IT"WINNANTAN, (9 "J" TRACK - T WE' UHL, i- - I. 5I "'Il A "I"l WIDE) �LW , (I 1/4 - .I=, ­­ N i ;111 (USE ONLY FOR E-2 Hil STORM Pill I I _. �10. L_ _ Ic 1 ,ii7- 6�7i-` �C E NSj '- -!�% F 'Iw Il Ill 271" At,& * ;e$ " SYSTEM) 606.3 - THE All ALLOY � ---I-- -:�'- i ,. FLORIDA BUILDING CODE Non High Veloelly mu C."d Z-Al =: I !�� f I .. . I.I;? �,,,,;,,,.,..`_ J-- 1, i . I. `F I 12E. Ill 0 2 1 . No. 44 1 67 . I 1 $21' 1:H !;�, * : 11 �t ,,mm 'Himm K. 241 GAGE GALVANIZIEO STEEL STORM PANEL P IF, 'I, ,,, 7-MIN 0 4&0 0 S�l 1 IT - I " Lo "L =�, : I.. 'CITT'i""! , I E I .H TH I'- To' " - _-, .. .1, - --- I )l � STATE OF � ---------- I I ­1 1541, f. *i .., _lll 0 _= r,F � I F, I - - I . If ''Dr. w,cIgivit .� ,� - Z.i 01, Ol 2 Mo' - `�, wi � . , GLOBAL LLJC-� "Ol"'Im , . Il A., , "' 'I I.L. I E C 0 �!l ­1 .&I s. 5, saw - N'T, ii55;_ii,___­_­ 1. . �IOA77 , - � �,, •A cmaWPM Co."Al tol n 1311, , ,,r,i��� Al - ♦=.l " .1. -175 A AN - ,.a Ill __ �= "-., I e I .... - T4AIM - 20 @ BUILD -OUT Ir g a ILD-OUT *F- MCK @ & 4��o WABHERED WING6.Ul .. 1. . . .. �-- i -t�I-e-) I- Fill z1r_11 I --I OMMITARE THAL ,., T'll I�Iiill "I , ", - C4.05"', I -.I I Hoo Lol _ � _ lZA" 3 HAELOTA�I NON A. Il ill Fix Ittv �. Ot A TRACLAHM . . - � ­­ - I ­­11. ­ - I � _. FIfill L,1 .A.Fy I A I LIl -.--.--. _____, . ­_­­ !N-gLt�LW.)-Q.N--,DF.1&1.5-,.F,'M)R REGULAR.-PARELA___ __ ) tN.TQ_B2R_.QQNCRE1E OR QC;tdCRFT: 8LQr STRUCTURES _,K ALU"Alt QONMII m T*m l" 11-1 HIII:A-0. - = s= ON MSTW. Polkill CONCRETE : i • I I'It'liclukk ("i EATSINTIC POLME10 rOHICHIP"If SHEM 0 THROH110A 101 OR COMICRIFIFT BLOCK ; ,� � fT5 9 7"Al ici 00 CONCRETE 0.00 REQUIRED. I � , RLOUTTEEr. �kl["AyE .Ef CONICAM AW-4oft �/14_ -1 I, ,1,4-, PioLl 4, ;i, /-LOCAT)M I .. I (SM FORS , � 11 I : ", , w t "Elij,11pic, I- . X, , immis a nool I-1 *, 4) " i 4m9 - ;,- - "...I. WE, Aloom 44 ��_jmi _f � : �� @ . . ­ 0. - ft 111"Al w .cn. OR f - � 1 2. II j 1/4' : i , HA l, .i:�:�,,� ye -;Hl I, il ./ IN. x;7. 1, MAY. I '� =. l lAL "rVr N0lL1,<R.q I - 0 I) IW Oc / I , I Hti�IlLljiiilLN .w - H, 1 I : : 0 I40'1$ a T"Hirl HI:I I (I'l 1 . � - 'V ' I I, I : � J 41 ] % 0. NA I IF el�/ 11 V Mo. : *- - ; i �Ll � �- I -.1 i I 11 PH 1: � i � , AWL LIMTH A 1 13 F, 711 SEE $C?*DW =L: - � -, - I �2.._­I, I 4 cl ,; � l MIT I - ON SAW : i "', I � , I SEPARAT'l I I, MR UNl I " . I : 't� 6 IfRIEDL)l I � � � '.­`,%m,7.'iP r' , � � 1( to GLAl - , HIT. ON -;Hl' , ;a�o 11 .1i At I I 3 AL SA.In ;w I lut No "l SEE 504rOULE i 1/4 -20.1• 0 1 F 'Awl Ol Ill - l -­ � I "­-H; I A, Ho CHA 401 � I I , -ill .1. A Ai Z... . A, . I r." SHEET 3) i HE �f I Hoill I I i I I PANE ifIl , 1, LK m .." * * Al ! f, � 'ITHIL."Al ll I somFET 3) A I Him �"M �s � : I A CL I I ,I (SEE LVE"'Dul r , -, I I UPW- MM r-.n PAH LrNCTl. I ( , , ON SHIAITI $I I L (SEE SCHEME rxm!,jc,_j r J w � ; itiAl - - 1 s I I t I 10 CLAW. cr 3) ,,l , �i SHEET 3) (:) 50% I - -I O', '" I 11 � S1.0=11014 I jl� socol . 1 1 1 il� i I I I OF V � ; �,.. I'll'I " V . I � MAN 1 1 , . I Milk- !, : lj,I � 1, (j) ; 1 1 ,:: , � I � , � ma , . 1_� Et, I J`�. f" I I , - SPACEIR : 'L' to : -=­ ., I - - I I E LENCTN - OF : , 1 1/2- oc :� �� --�=� --- �- I � i No 1. I I �� �= 't - I I ­­ I . --- I i I cow Il AWHORS i , i : - - - I I , ,4i, "uk(LI _. _ (IMEECISC-11:01"LL ON .­ 1 14 . mr SCHEDULE ON -FLi Ill I I I 11 �L I � l I .,.. iI I CONICAM 94c"m i :�% III _, ki JIL ftlot OF WALL 04 SW SHADETS q rHIqF,lA;HI 10I SHIFIF15 9 ILAROUG. 'a, r4,', 2 1/6- '0110 WAX ALULIN--V I "I j'.1 III', (Il Comorloo) ! - SPACERS 0 A 1 /4_ Or-. CHVAI ID COP _;,..' WIli," ,Ilvii�! ,,Nl ALL Ol TOADS Al Al i � cxlsvw POLIRED COW" JINCTAIS PER SHEET s I CONCRETE, ANCHORS 4�:��!� PERO= it "I'Ll'" OR COKCKIE QLOCX Mm LONG ALLAWITITHAT, SPACERS 0 (SEE Sell 04 T - E D - '�:: � 11:1 IN I)LSRFrl IR ;1 T/2- CC. ISM TAB 11 ON � SHl P TEPMEHjoEl w S.Em T, a IO) :1 QUUH.%_AHQ_ELQQJR_.MQW!l �_MIVlil WALL MOUNTING /DIRECT kf_Q,VW_)M.(SPACERS J) OR sil 4 1 - SCALE 3/5.1- SOME 318.1" ! � I � '11""AlIff"INNY. �,i� ill , ill . HIT�, V. " /. H.:j� -` Hil '. �p I .. .* \1 " .... � . \ __ FLORIDA BUILDING CODE on Il Vill HiArricant, Zcl . 17101 'I'll No. - . No 44157 '- a 24 GAGE GALVANIZED STItt STORM PANEL I . I * - I _.", A, � NOTE MR 29mmbbwb.QF $ECTJ� N, I, I . , � , / � 11LIECOsuc ' I 01.09AL PROTECTION PRODUCTS, LLC.! 07/21lim" IP - E.D.- WOE DISTANCE . 1�-. STATE W rj4=§- 1 . MIE �44,1_01jl ON ,UP At BOTTOM MOUNTINOS CAN BE -, : �ll I,- .. --n--i _ _ i-. I_ - "I ':;T, - 0 I"Gooramut COMP- IN. I Hl irl . I SHEIETS 9 & io� COMBIll IN MY WAY TO SLIET ANY I It . RN - Nk'a- . A.H., Ill rL 3", '�' * . - � A., irm. � Pil Z� 20 175 iN!!>TAu.iAr1U4i 5� I ON �. AT, I "'How Al ,_ �(vi,Ajtwil al .., Ill _,l Vj,ol � Al , al w THE 1 1 � ,,,,, /,:;.,-. -_ - - PHAT/011 _ _� � __I, 'liow, Hill. --� .. - !l 100, - - "', :"-. -AHw 5 a THE t4r� ----.I- j . ' ___ -----"-- - __ _­_­ I � IY4,M .a.f,�..,�,14D--CPRRL5E.Ql,iDlkLQ 1/4. 3/4. 4/5. 5/5 & 6/ 1 . _Wk A,S,;)H_01,5,tQ,1fH1_ PRUVR& .RA71 SIG ii;�. 2/4 5 MM�MUIA SINgLE PANEL(l)LLNqIE-!I:-��UU..Q�LQR-UMLAR-.'ilgAM IlMil 2W/6, 3W/7 & Aw/7 I jAW.'.DIl tfl 1; 14.1�lj ..N 4" EAWLA INSTALLATION INTO NUREQ CONCRETE, CQN(; E1131"N,,AL_vY= (t) _� kw--,- ,Wt, i, 11, 'r *112 1* - 'I � SINGLL PAl Immm""m I- MM`l . - � , - -_ , "' � L[ RWMKO Al. 1A0 a a a fJi1O_1IInK_3ML_4L_.C�(A_A_(A DR ____ . . ­_­ ­­ I ALM-11-malm * D.M-i02 .03 ,(D F - I - ----I'- -1 '-­_­-­f-­_I __ . ' 1�i�­ �_ -r- __ 1­_�_,.__ _T -7 - " - -]- , , I I wutjshcxl,J" Q=ll A1UN=_AT._1EAQ.L1NQ" -I . .- --I---- - ­ - - - - _ __ .. - � �' I. MAXIMUM PANEL LENGTH .. L-" OR %- ` (ft.) 0 ., w Xll- S L� DESIGN rwLj,il,,Pif CLAYINC o0ll & 1000 HN,1.,l f P 01 I, I. a, -) L+ L­ - 20.0 - P2,-G* W-01 � .-is- a ­ - Lt_�__ - - - - 2I ---.-. "O ,- _*-8, lio:-P- _?. 'a. - i I - I " �iil _?l � 00'. ND* - I 4T. " - - - 2a5 v " ii I- . - . 5$0 _. 8* '. - IT' 0, __ - - ll - jl� .r 71-1. 6, il A I , - ,.- I. I., " , . ... ) .0, � � A, '' . ... 1,1� � 1. � 4" , '' ,-" ,,, 1i ,,, , 0 - " " ", ' - , 1 05.HT HE �.. J. 5" P" - Ti - O� '-' - I - '7-i�' -1 . .1 - ---,-. Its 5_-__6__1 . - _ __O­ ­_ Vry i _:­­ . 1­1:371 -Al 'It"IlAol I` .l 1111111kill � - ­_ - 1. " 'Aa Illl I _ r* , A c -on j ill ,l • : 'Irl c Ill ­ li, ­­ l d1o7, ll,l - - I- - _­ � E$WAO*U UHRESTRAMfD HE 1tS,H,,A1F:L - 310 IoP LESS I ILINFIESTRANt; I I/., _ - �33 10'7W_ . , ,---; . r_1 ;72-- ­ I ;,@O 10 I'll IT I - 1 1/2' � !. !/!'_ I � ol 4-- _ li,§)H U 01-9 I I I I I I � ! 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OEYMVW NMAMKIM PANG LEAl 6 -' HVION SCAHEDIJILL Newl Al FIFISION LOAD, 0(7t"MAT MAXIMUM PANEL UJOGITH "I -' Fil WICII01thr Cl VAAHV4)W 440"Jiit A, AND I - ,tif PAWI. LD41" Iq rQUAL I(' il MqtHiLity ,ircimil PANEL ICIPHOTH I I it- t-Tj ELL All 6110- 11�11` Hit, -MILL UNG1. IfTY, fl-il Q141jiHiLliIii, ...-..--.- I I. �. ­ tT INTI­HlHkiA,T1, THIIIAl ARELAITTEl Hil O.. ASO Li[VGHIPKSSIjPt-ArNC HHAX .Al I . , � ,Ill l roR MAX A,.D ii"Ho I v , , ,,,­ ­­ - lili%Il� 44,�Htql N TIAHI 11 I f I I `� , " , "" �, , � � - /' S. 11 IF A - N , Cilo� A NAY,.,,, A A CAV 11 Hill '�� I I I. I- _-� f , - . i . ------- � .. Is Il �4 z " FLORIDA BUILDING COUt (Non MI Vtwlloi;il� LE,I �� ��� �, r, H, Zani, , I , � I B � 10 44IR TO : 57 ' Him THLIPOTO. PC 1 24 GtV!!�ED STEEL STORIII PANEL "" I I Ill - j � I . - ll_, 1. , ,7ATE L,f I- � �,L . __11 I, / 7i to "l _ _ !!!� ­­ ---- --- 11 I 1­1 BAL PROTECTION PRODUCTS, LLC. rAH w ­ ­, / - ------ I '"Dii,il. 1 , ,&_4- . . - ,;', -- - � � - - " " �' 0AInIll..- P . - ��-_Ail "'Il �A, , , * I 'I'll , * i -lonvol o.- - _AA_ 1.1'" Ill 1.1"t'll .I t�, r.- m Ill 5IJ011 - I D*& m wo-Til I. "�on-s"'l I � 20-175 AARI �, � l . - , Il Il - _ -_ - -�: __ -.6mm ..... ­....:= ­­ ­ - Ill ...... . � � . , - _n- I. HIN�4;­7".W" _ TAIN-1 . I A oil oiil E. " t1,1 : ­ F I H I HH'I'l, .- .- "I'l , -I � 7 I 11 . ,± ­­_ ­­­­­­ _­1___________,_________ __­ ­_ ____ _____ -..---- NSTAL_____­__.­______........ .-.,.,,--,-.,-,,,..-.-��-,---�-...-I ILATION DETAILS FOR _.QQ_U_ qq _RL_A_R. NEL RAA � INIQ W90-5-TR-UPOTIQU-5 I ! . I' ­­1­11". - (- L I I .I"....,.... ._.. _ - Ill I . � : SEPAHARFQM : � 1�AC:C ! -,!I" 4K.Hom I" (ItAl I I , F ;Er�, � i .Il"T ,I � S ;I, ". ,,, I- I � " :0 , , " , , I E a 91 mm I 'Acr 1, � 'A': "g,"".,, � I - -, *AV Y-Al I � . ,1� "11,TP I , 1 ,2 ' INCOO ANC.1owl, � , , I I I � � I I L"ll t Filtill ILI �F - - ,l � I , -1" " WILE 11) l �r - � I � I I �Sft SCH 1 Cfl�umr � ,; i' I IV[ �1111(1 I rtl � I �Hi I i I � �� � I ON 514ILI ' � I . 1, I - , , 11 � I � �Oq v , 1,11, �:$lul.jwj��*- �� H HTA I .� 'I F __LLf I I I TFAr.l!,HH !� """' 4, I" . I �0� 1, _ - Til . -_ I -.4-- I _ . � I� , � � � i ,, 11 _ I _t__ .... - I I 11..r it.ilj� I ; � Ill , -1 I 1*l I ­ � " -1 � 1-pl � 2- 1 " - --- - - -- - I Al 11 I . 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I � (�CL l"hi I .�N ca,W. ,�� III, fix,bitio, CONDRIONT, NK ! I ;'11, *lyll toot, Hol El tol Of 1AAl =.j. ,,"A 'le "ac � . I � I SHILEF7 I 1) I 0Q.CiIKV AI till IS A HHESCHIK.-HOCIll - Hil 'i - j ie" �H �. IIIIAl k'in"') ft 1141r, ") tI) - - ASO DOMAIN HiltOrAW o ilil -60 ,l W HIMILK, Il. OH" CHANIA, LINVIII 4 INITYLID 10 MV .'i AN, OtI I A I I mits 4 A mar"Hic"HON rom ,Amc,oli Atiorl '"Hill AILDHATo OIT I u) wl tivel 'Al 'two. , WALL MQ-0MG-LUI EU-Ill 4 90,01VAL 94M ," I WALL__KQI,l I 43I l ALURNABYE-2W I (4) I I/V Low; will" cow"im "A LATALL El AT vooAt* ON Co f'qO" WALHAIVIT 6 Hl j II/ 21 wrklxrcw or 3"94 to � fm IN txmm vow nvm SIiAlE Va­' I a varvill " Ill � W&M znwm I, 2 AND w Aill � � AITTERN0.9-1W I LHl (_ IV" VATHAVAH" .rl 1w Im ft "ITION) Cu' "C ILONO Su', i. �,Itl ! wtTAu.iImN vitio oft, ral irl rall 4. 2 III I - All f I I "'AIIIIIIII-ImAl " 4", I :, � - I � I - I . P,l � � �k 1,;H,I- - . - y, �, 1. W r ,I,, /W,.,-`H,\CHENS-1 , NIA, FLORIDA EILIELLWIT (I>PL ilH IH Voitl N-t-1 Z,ir,il � � - � it I. , , ____ .--.-- _­­ ­­11M." I - � � KQU lE�Qf"�QAhh�d��112�H�..C,F,c,"MN5 1 N14AL H,Al ARE ',II,l, I ,At 1, FOR Hil A ", I :; . � � low PKIIIE0. w 24 WE WIVANIZED STEEL STORM PAIll I I " EtESIC,N PRES45uRE RAI -4C. �p I 0 ANLI [Wi,--L Jill T�4� T ", . _A%AAN A, H' I * : - --- 10. , BorTom MODWINISS CAN W AS l SCHEDULES ON SHEV 3 (EXCEPT ,OR � I . * i /I-. Al `H,, CATip'trOm culill :TErl. [N Il will 0 .; fi'�, �,7�0,,,Aqjl �Ivl S. -W... STATE OF'���- ­' ��/ I I L I E C 0 l, ... � GLOBAL PROTECTION PRODUCTS, LLC. O'l .. Do L __ , V . 7, - , - - l� 'I" t��_" 1. I I �&- ", - , , ii;;f wi,-"-d' .4 mil TIE Imm Ill L&TION. It ,&. 11, - .m Ill 5 cnw -OR EHE,1h il rRAML WNSIRI.VION tfik�� A . / - .. Al . . 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VQMfjIT4Q . 3ECTiON 2 1-11 .."', I`,11t�1IIrN"I'­ ., 11.1;;", . , , .. 1' . - ----. ! :: 0. 4 F41 6 7 `. '% I . = = IT j * � * E z , STAT - ­ 2 ., _ JHA .__, , , , - `Flm9l _ "', , . ,� 4 � - , *,V7 , I 11�1 . M " , 0, " ` 4'. , ,.III T1 � _1I.Acyl � ,;",;,",�Z fell I . - -,-.-. ­­ 1, i I , I ­ � I b (SEA H�l,�,, ,,,'N 'l � IT , " .1 E, ,H, ,.�I , S 7 , . ,I */(;t 0"Ll.'"Ell 1%% . ,; 5 a cow � � SET _,. ARC � W4H ARE Il & W/ IN LHIVITING FIOLICH"I'll CHDACArL PANE LWICS ANC14W (OR TiONORFIE Evicic, ARE tirAO HAFOLHARE0 WALL I4QLj,H1jN_D '"Uh r, A To I To N_ff SCAl 3/e. I * a (1) T _c_- - -0 0 > l - L) =3 (1) (3) 2 (3) C)- 0 L_ = �-0 0- . .- m 5 (1) b U) W -t-- 0 -0 (a) 0 0- q -2 3: c c -0 u- - cz 0 m cz tl 0 CC > Pn ._ U) (a) "L_ -+- CL . CHID EH+- "....... C/) Ill FILCIRIVO, OWLVINIA CODE (Il m 4 ! 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ICHNITIA, ON 11) sl<rrlr it) ,.--.. ,�M'.41� . $1 His al on , :1 I I [ 1. ri­-4�=_�­I ETT­l ", . �_ , I "', M" .1E,ArwA I , � - I 4� :=� �� __7 - T _�_�_ 'r � " � 1 H 1 REQUIRED � l � 4­ � 34--: L I I , ,4_,Y,,,1 tAISIAl 1 : �' , 1 I , ;Hl AQ. & .;W4 , VON AWHO14S '. i - I u {SEE SCIED , (ON 'AF I , C i : SHEET I 1) 1, , I , I i , , ". I , 1 1.3 � I ,I I l . ,.,.,I,, i", ,� I � .,_u _�___.___ l � , 1i.L1FlF`j1r � I .; I DS �mtl I 5i I , I i ,­,".., I .,!0 11 � I.C­ I __F I I I I I I I I I I , "A , I I ; " II, I � = 11 - Toll ,Al Y-4, , , � : . , l. ''.. � � � i Il I ril 'SFE, . .ol � , I � . I . � t1fiAl Our M oliU so`�I'tm�x v . S'le't, I jk Re \4 NS ve,jed Ill .4%P. q ,dallialp 61t%Ov, . ,\q r_am�ketp i Ith ?,IILSjITi`;H lRe'll "I'A the It T 30 \ --mi-aV0 r %I'- vala v � 1,01111-11i Blpt(a 1 1. 1 I 0 K,.E !ic"ll!", I. 1, .­.J, I If -*,I Ott *Hicr 3) , od � � .1 I t � I I ('v SHEET 31 'L,l I I I ! I : I . ',IL I 11 . I I I j I or ,%- ; . 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I l I � I � I •, I'", S .11 �,* I '101" ­'.l mr. , 1 I , �­ �ATF "�OIABFIl LIN ANY 10 I I I S 2 ". � � I A GAI34 GkVlklil STF,� SE PANU, VANHIN to or , _ __ .- __ ­­ I - ,; t�,� " , � Ir I 11HISITHIM LATION ­1 . -I---- I . � I I I , I I TizAtel To w, scuiHmi ii,liNL l � , - " ______,___. .-.----..--,-. _ __=� 1, - �, l I "' , , - - � I 11 ,:' Il �Ii_� �, � T PROTECTION PROOUCTS. LLC. 1 0117111 ;' IN/ SPIT:11 �l, •, �� , \ i .IF I "' HLTE C O... -1 - - * "", nEll or 0.55 OR FOUAL ij .m Il 5. V`Pw ;� I 11 ;� .1 - . ���,-L�IF',iFrl;w-i-�.;-"-W,iiw-m, elftoomplim, - I - _14MIATI. ft l �'l �'�;,I% l I �l" 201­4� '� " .14 " 11 AW L___ I, .� I, I, _. ,HHAT ATHAI 2C - I ", '_ AT' It 1,T F 11 IIIII 111"t I ,i."v 1.1, TH. fli�vitl L:_____ . I . � ;."A"'.. 1. ...­­ I - . -1. . .---- �. _. � - I Ill � "I HIEN,-1-HITAl : " ' , �r I i , - - I - . .." . -I I Io­ ." I I . . i'l . I I 1 .4 - _1I1__171_1f;�t � ._....1­­. .. I I - _ - , U) I L. (1) (1) I (1) c- _11BIBIBBON 4--i U) :D m > 0 g..................... U) 0- Q_ H< a) i 0 c- :3 -0 (1110 0 4S.................... 0- 0 Q)) ■ " U m " co :3 Lu < = = < _j 0- SHEET NO. SH 1.3 F­____ END CLOSURFS DETAI�$ FOR INSTALLATLO _ C.ONCRETE. � ­­ ­1 , - � � -",M .N.YR ..--- i _LP I CONCRETE 61.0('K OR WOOL) �).TRVC'r�3RES--KA.UQ-,FQB--RL(o�LA _jfE - � . & L . � � SAFITY & E-Z HAN _5jORM .P� � � ­­!i . .1 A NE.L`tl SYSTEMS 11 � I l," I II`" i I I Ill I Rol C�Alcxin 1 .l 3) ,(4 OR OMKWII at" 0. 2' P, I's CO!' 3103 O I- OR . , -,,,, wxm hisilm 6043116 Nl cow x0m I & 10 ""FO ,.Ills 1 . .4 , - a I ,2. :1'. IACLE Oi ,/I's I . 31., I r,,i'.T, cm,CRpIL. COOCRM :�i I ') toi , 'Amcom a ,31 O'C. ­ I. 1). - "- t: ;) I al CA 2*.., 0OOD nk" POL*M COKRM 9 " I 1/41-0, I 1 3i4- 1400011 2 , - , COMCWt RLWK 04 - I ,-,' I ! APICIOM 0 1r, O d 1/2. �. �, PRO.," ,I Ol ,,,, �� - W. �- , , 2*�* wow now _ "I , ­t­41 �i , wou"m I ll� ,,� . �% /,"­ p4m , /I- " t, � : � -1 :Y11 - , , I " i. i P .1 - I. - _/ "I I- 1, - , "I .,. , '" � I , i \Ail* _.__.t_____­__ ­­­_ , I - ill l 'ev" '. lil I ' , :* : 4 15' 70 , Almol"kir LED votinow -_ 11191 L I' . Ct-7 ** I I - w_ W. L <I . I Al , ki 011 - Y­ I cmio, 3,05--l-'I. S � C�kit ox.cwIF I _.T_____",?_:� I ��g I �Irr. I 11, N I wi. Oil MD� I 4.0[k •CAP jl'.�' Ill fKAW a 1/2- , -) / :"i, I . 3 leA � 41 "!R - �i i ""_ 11, ", i � "170 i-11. �"_ PIAI-If r,, .t I \< -, / - 2- - t , / , � COOT `KIAA ANCIA iw T�� & ,e , Vll�.;A& j ill- GAP \_/ 1 1/4* P; OCAT :12'CkC f,41.":,-doft,4ifA)-IM aI,ICP1 , APIC."A C_4 All oopi C A S-L-A-LP-LAN) CAUL."Wo Cill (PLAN 7,CAij 7/4--i- StAILF 1/4'-t' �;Ckf 1/4*-I* IAl( !/4'.1' I Soul CIA CA,s­ : , !A ISM PAMINIAlf - "I - - I _ _(4�1 '(3) 10 44 OP NOORIE, "OKIPOL, "'ING TWO Al Ill ID AND 1- " f Come.VVL 91-0c. for, wro. O. "All l �111 PIA,IRED C I I UR 2'.4' woo SIM 01 D",- � ­ I 11 `T1 "Al'ir -4 I - ,", mi.an Z,2��A 'T., Winn I Mike ft-GUVED Mi 0TOLOLAIR.1, I I fif", 21.41 00= FWM � ., I �11["LPP DOOD � . @ & 0 � i . pi Mr. wri COWAM-it- 004sm" Fmimwn : 1: 0) , 'll , ---- ­11--l.. =. "O' INDIFIR FRKW ! . 10 ___= I 11 Ko-,Wb _."._-, I I . 11 I � ... ­___ _4�� �_i � - *___ ­ � I I � I I. - , , , '. �. � %IwIl 4. 4 ,b Ol 1'� / , I will Lv= incosT & ,O I I , , ­ ---,,, wlw wou-ILL S' w,I , __ ,, 011 (ANEVOR cur " O'll . - 0 -> 06 rA"L,c -.1 ...I- 17,- - - :11.__�, I _,��_- I " `, , ( I . . I t I � , � I I - 1, ','�. _.- I ', , - - - - - - - i I/— . I. Is", I - / "" \ POIsCel, Ossil's' •Is I. "I'll"i .... ill""' CASE -9 (PLAN) , ..m 'O"'kIR 144 N, , I - , ., . - I ',�`, so- Z160 �,e"v .... F ...... ile v 'A, - I _.- "" \ __ I PAP74i P" I'll" -- 'l Il ,...;P ,M.0 ,,A 11.i.,: 111,;. 0�1.,IA 1, 9;., 1,�'i, " . e" . Cli l i Al 00"S .1 11- *' "' .: \ SURFACE LEVEL VARIATIONS Wl 3/4- E : 40 44167 , . =* � '. :: Ar : IF r FLORIDA BUILDING CODE (Won High Velocity Mur IC.rl Zone) .- � 4- . - ". CASE E (PLAN) � , , " I , I .�" � mim int 1 24 GAGE GALVANIZED STEEL STORM Isil - . I I I . SCALE I/4--l- SCALE 1/4--l' �, 11 . . ., � i . I . I - ­­ - I - ___1 __ ­ - '** ' __ - " , '", (, / sm/111"l 1 11 I � !!,- 11L1EC0,.,,_ ILLCP wx __ 'l JOLOUL PROTECTION PRODUCTS. , I p A" � 1 4=0"91135ww _ 4.) 6 .. ,AY, M4 20- 5 . ,..:..,.* `OI �F-.,_lv- (95-WO-MI-6. D'Imo"mw-&W 17 _�� I � .. I- ­ ­_­. - " Iss . 1 PicillsOl , . I • . , �v,o F_S � ... il�'. � U�ll T.Nkl"Aq.1�11 " - I ,A� ...- - �� Ill . Q. I In H"_ i_;F1-"_ i , 9_AJ%D4._=Q9_ERESME RATING , Poll AND CORRESPONDING MAXIMUM ANCHOR SPACING 50MWLL19R-RE.GWAR-MDRiLEANELSri) INSTALLATIONS MID- xL_S1R=Uw (VALID ONLY FOR PANEL ONSTALLAIIIONS AS PER ALTERNATIVES III THRl Pill ON SHEETS 6 At 7) Wa A.&D. MAXIMUM ANIONNORS, sr4CNQ FOR ED. Is AS SHOINN ON SAWS Ill Ar 7 A,POPFIFPTCeRHAoIRL"I OcIll 0 ELi LID T=i *= am" pimmm RATING Li ♦'LI -PAA(XOAl 13' y IJ- �� I'. IE _­..__- _.--i____ ip _­ _­ 77 I ­ __ ..__.____.._,_.. - - - ____ - 6 I,w .. ­...." 12 ii 6 1/4- __ OR (WM .) ",l Is. � .1 9' - I V ,_ PIT ,- - � I v vi OR LESS , ' l - -­ L ­ "' 1. 1 Irs inuirlam! � _ ,... .45, -45 IS, 1 13' - W Ir 13y" 4W (W�Romf - OR LESS 13, Is. is . I 1. a 112* 144 mr) - Ir IS; IS, I:v S. wl "­'-O l ----__ ­-- I /27. - - - !7 ,-, il- I/ Ii;� 6 /4 ­L- - l ,.-;a Os'T,- - 4- -i­., 6 1/2. -i a 1/2-­ --_-_j - jI,,'' _ 4 v -___ I,Jr I I ­ ____ �-Oiiio-TilI4,O., ji�fl; ­- _ . - l an 0 IlrK -._.--6 - Z '. 'i ___ 13' ir __2. - ". _ �� ' iw' w JW110m)] - I I SEE TARE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER CA I USED, CORRESPOINGF14C ONLY TO ALTERNATE 211( ON SHIM 6 . 1-1 I Alm Aso MAXIMUM AW-AWS SPAC" F014 E.D. Or AS U40W ON SHEETS IS Ar 7 APPLE rNAX =- TARCON LAG SCREW RAW0AAT1 PARFLPAIE wom a13HING=I- PRESSUCTE RATAG ropy, :s Lrw j, FILMf it ll DTHEY (11.; I Y. I- 13- I,- 13. .3* -NO) 'i -_ -1 - __ _ 13" - __ 13' -I 13' I r 6. I* (WM)kd) -11­ ll -1 - -a-,/v - - G - ii , I ii I:* I 0 /2* 6 1/2_ O I /,' 2. (00" -� 5. -0* ­_C 1;4__ ­7:1_tj.' I—- ­ I ­1 - -.,r-.. ­ - -1 ... � ­ !-Y"* � - 6 . - . - fl. . ' R f � To,,; C* Ii I I /7* Ill, x IS - 301 (9XV14 __ ---- �'.. � r - ___.. _ Pip (TOP) i I' " __ I- Ir I .0 -45 1 3 * : I . I - . ..___.!i:_.. ". __.._,_._ ljS. 4* (WM* TO �75. -zli , 13, . -.---- I �L____. - - I . `I t . r -_ 10' - Ill, 00p) -mild 13* 1 3' I � im ;)4 P; ---- 6 1;.1 * , F 1 ,,2* 6 1 _ _13, - a 112- --- ----- - 0 ;j1r ­ I—— 6 1/4, ,2 '12, �� �R - 6 , /A, _. 11. I . I . ��.!l -2 I's'-0, I. . _-�i-,;- -- 4 . .. ­;7­ . ....- � """ 1 11 21 ...... -w " - - 7 V�L . - 3w (TOP) , '5ZJ 11-S, I 5 . . . . . . . ,Oi- 1. I- ) . .... ­w­ ir ­­ .- 127-­ 1 11 ____..­_.. Ii i---- __ '. IS. - - , -.-it. AR IS. I 71. -.- - ". - - � #ill (90-RM I - I SEE TABLE -F-FOR- A K"D� DESIGN LOOM & MAX, PAWL LENGTHS W-EN SPACER IS USE:)... COARE11111111i �'�Nk? %) ALTERNATE 2W ON S14M 6 _ - . _. . _ - I IMLLAI I 11111.10JID. Mx1M LOW mkv" PIIIINEL Lemm 40 PST OR Lf%S 61-8. > 40 PSF TO 50 PST 6'- 2' i:i. So PSF V 80 PSF 51-101 I 6 MAX PANEL LENGTIS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE F ,�klll C, Ck FANS! MAZE Fill ANCHORS & INI (9 S1$iWIII1vl e . �Ss - O.C. is �:,!!4; 4 -I�, . ". ,+.."Ptils , ' . " "' ' '),L t fill - ,_ ' / I . ___ __ : . I, z : s 44167 ,1 I . Cl . . * Z PAT . # � I . I ty :i_ � S .$.. rA4'1f0F -_111*,_ J. ;c- I R .. . , q , , , , . - �.... . 0220 IILTM PRO 24 CA" GALVANOD STEEL STORM PANEL ....".. ' - "OP"t ILIECO. � . GLDW PROTECTM PRODUCTS, U.C. --- 9 11 I All tvw '"' I'm P. . J m - '""'i - I.. el ­ � I"" - ­1 "'POWE FRU)M-F"& hill "94)M-fr?12 20-175 _ ,cl - ­00oll "A I Ill �, -j ­'.. ­­ - - -1 I_ _ 04� � - - SMOG' I, '. ,, PLO" � I ., 0 _ ___ . 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I I , - . - � 0 r',` "AD, I " "' f � ISIZU T �, __ __ 1 4-0 lAKIF, I - z" oliqxi a 9, l t I i I 2 1 I , - I I I I I I- I I I - I , 1 �l I '­."�,' I I 1 �.r�,,-.,,T%A, Q, V., Im OIN) I , I . � I 1, I , I -7-r". -� I j i I i W. i . � . 1 1-7,�� l,,' � i I t/.'O PAIAELPAPATE PLUS . NNCW..a 0 ,2 1,1' l , i I I.) . I - I " Oka 0 REGQLA.R. _­_ ­_ _. � .. 1w �F)`: 1, 1 " I � Oil 11 � - � �.__ - I I,f.K1. *. , , I ITOR 0 0* I ,: � I I � � '. i 2 1 , "': �'�� , " * ,I ..i;.. I ,- 1. I -,I L I I I I ­ I Ji-_:� L_ mlp_� , - 4 - I � � : It I , '. . I I, 1) I A I . ; . I , I I A- - I �,;,,- I! .• I I f M1 i,t P ril 1p 1, i ­1, I ,�� cl.m'5 III � i I , 11 , I I ,,_ , I ."I � , V. i �_ I � P i � I �� I , CA %MEET ,.' i, � I I , I ( i I I� I 1, I' w­ I ; � ,i) il- - $XpAl " I I , I - 11 11 'LAS$ 'i j I : 5 . I , 1__ , � � ` I i I- 11 Is "' TIr or. - 11t t , i � I ". .-El PLQS ' � I I � � i APICTICA & 12 1/2' Q t I I I AL10NA1UL_R:._2N .9_Lff SAFETY. PANEL WAU_,MQVNTING ........... lo", OIP�.,; k ��Jj 4, B,Cki 3,10. I" �/:`✓, �0�,, �.i� *�p ,., I." I � . :� No 44167 1 � % 1 ­o,.A %jJ,LL?,A4U Wi thl-n Hip V-�O, " y Mwricanic Zonsi)j --..--....--- __ -­ - - I - ... ..... .- I I I .� : A , I ,� - 1. , 111� li,11C. 11 T.p 11 � I INSTAILAnCII. ARE ONLY VALID FOR MAX A S rl , I � DESIGN I'll -I I I 70 ',�z iT ., 'I " ,:� ,� I 11 .. * %%-.. � 1. ,,, `,:� .1� � I � " iATE �F :,�, O ,� , - SO: P't �" A 0 _��7 7" " : ­ I �" _ AIr7 - � ' 11L I I I I 21 "a C-L VANIZED STEEL 57ORM PANEL - , - . "X` PROTECTION PRODUCTS, L.C.L. I I LENCIHS A', l-'O, ,Av`i­11,,'. ' - I I t�' , , , !*'- E I 0 it, i�:LDBAL � FOR Ni w0cll ; P,AW �-,�,14! iil- i� 7, 11 �,, �,, I ME 0 : I I BE SOUTlilIN INI 1,. 1. I%,! StIf GO I( -MBEFFS ""� � ". � '.A ", � I " , ��o �,_, 1� � 11­1­� I . - . I �. . . �, 11 N1 �P A s­;,iwv �r) �WI4� I- ­ .�, 11 11 11 - I., � . ,_ .1 Ill ill, z IVII _� , -I I I, c"t., -.-!--- IT', C,,,P 20 -An, -i75 - .� l"a. ", C.-I'Mis DENSITY OF 0�55 Oi, � : !d I � - -111-1-1 CA, 0 FAA, it, )I,Olv I . _ "" CA-W.47% _.T was" -7 !!-. , - ­. - � . __ . : .� . � , , - r , I- .­_­1­_­ -1. , POP, Ill A. IMP .., PA m! . T n, 1 - 11.1" I •11 I I , , ' . � ..". I I , I I I _. ­,.­- a (3) (3) C_ f -(10 (3) K -C > r- -1--4= ll T C:)- C l c (10 -0 0- - .- CT, , _TI­ i (3) 1 • l (3) :t-_ 0 0 - -0 C:. li __ a) (__ = .0 " - Ct C) ­Tl . 2 m -0 CID 0 > -5�? E 2 U:' a) l a %___ 0- . -9-- l m Cz _*­` 0- �- -0. . - C/) < (n -ii...., L. (D (D (D c- -+--a W m _0 I (i 0_ 0L < (1) I 0 C- 3 _0 C110 l L_ 0- 0 (a) " U) m " m =3 LU C < z = < _j Q_ SHEET NO. H 1.4 - I 11 If 1,111,11 I I If I I I 10 EZI/18 , - `Zliffit ANCHORS . (SEE SECI*N EZI IN ALCURNAIN't C71W LIN SWF1 10) _..,lit ': Es�' -I .­ 1. .A, I (IIIII Moot 21 (SM 1 9 IN/0 (),)NOIL 2) It4111 f - &A$, W -- - - - -, � , "', fI - ____ - - - - - _ _- - 'fel - .. , � - - . -R­ __ .­­ _i. I -_ 6 I N, . R__ I --- - I __,_ _./ Iz- ­ I ­_1 1 . J,l '. ALLM"i IN LArt PApI ro HE INSIAL'irI.? AT Lx�,, OPLooi SH . _ I.. -, POP RW - k L ALWAY' , Of I - I"'. T, I -0 -j Ot— -- T, __ �101­_., .. f?F­T­T­• 0 -T-r ' �;FT7 �,�:77 1 i I !A(Wlorrl"W� itil loull to rAcIlLITATE INSTALLATION W IrtrENDED .i i. � ��, I - I I . I ft I F tN TAI L E."t FROW Il rW STRUCIOPE � I I I I I I i 12 � i :. , -, ­", ; ­ �� I I i I :� �j T I t'. , tt�,, ­.. �'T �__[ .�� � , ] i-I J I i � I. LIL t , i I i I - - ,,11.'* ­�' "'i * Lk -i HAUMG � .. 1. "I- ." - , . , , . . I � - ( I) �� ia%C%7;� �WL��' t 'RACKS SrONM FAi l'�"FTI ko � � , - ' - It � T i I � I or %, (EMU , F, I ktorli 1`00,i, � � I IINTER Phpt�j I I (IliT[i 1,11kill V � I � �' {F , ND ll PAII .0 'IS ! � Cont TOP Ar BOTTOM � I' T, " PAN � I I . Notts 7. 3 4 1 1 I I "If � 011i 2, 31, 4 1 1 1 1 1 61 . U1 V PA L S�UkLaX�LVOTS,ftk E � - fli I .- - , * NE S ,�CONM CTED It) 607T(W 7iti � 1 1 , OTHE Itl A STOP . EIE rl"Am AT TOP ,')I %N'l, I . I j I I I � , : --�-,j .,,I �-', Ni"', PANN S I , , ., , i - � 1 1 � I � i , ; - , � 1 1 R, ,t , A I 'Ir-'I � , , A � (3) 0 EW) F-Ahl ARE CONNECTED 10 WTTDM TFWN, LDNNtCTK)N �� - , , I , �] I I I I I I . 901, CON 'l OF 1/4"oll 20.1/4, WS W/ "'COO/W AI I Ly t `,t, I ­1 , . � I ... I PAJI ON lllol"03,16, m, F04UMfiSC'KW INIO 1APPI BOTIOM 1 � I I �- T A � � - I I . : � I IL. i RIgC' I " %I.' r� 11 I*A-i .�,Ry'j,( A. I oT,,, rwC. I � I i I� I 'CE NA t _'�,, 1 14% . , Arl,_CATS, b-A , I "� Ot, �, , 1, � I I I I I I ___ AV 1i - i- I I I ' � 11 1 __ 11 I � � I I i '"", I-, 0 "� ,,, ,�4 �,� I ,4 1 " � "I �Iv , I'L. 1"I :1 . U., r� , I I - I - - I t I ' - I ' 1� i - � 1 � I I I I 11 i , _ j 7 11 , I � . -1-1 - t -r kfk—fl--�4494_1­ J­rf - T I - i- � � � , , ' Y FIANIU 101wAT'll - - -,.A L _- J J . � �Al_ _i - L _j J - r L J -1 .1 �- i. _;_J_ L L ..)-].,I 1; , � ..I _., - : , - 11 :; .; � � I I ",I I � f ", � I 1'� t�j I I K, I All] I NIA, Ill *A,, 'A'i _ Ii�_! I. _ _ � - , - _ ,:_ I 1, * A . __ _j_ _ � ­ L __ . __- L-'-----' " I -1 .11 - -- - ­­­ - " ­­F I-14 r 1. " , N;IALLATI�NS QINLI' VkLiD IN FUN WC, � 7 10 P.15jwl �111,71 I �Fi TJP Tr, 170 ,,, ti, 1, I . - � ' I :EF "il7VON E71 A, " 'IRINATAK ;:It- I,- "-17:1 18; � - I I -�l "I ' I ! ' F71W/ le 11 TYEiCA E 5 PANEL 515TEM (t) _ELEVATION FOR SERIES 2000 E-Z HANG STORM PAN � - I ,f,ALF. 3/3/_-I_ 11 - I- � KUTIM A -A Hiloo tort S.'kf .".,2'-' i AV s 11 - It � 7?' 4Li,." '... - ,q T : z . � - - AV � - � .11 I n, - 11, I',; . " , ' r W11 ENGINECRIN13 EXPRESS"N' PRODUCT EVAL-UATIDt,j REPORT SoOwnhril 15 2020 AlVii"tIol Nurvuef Il"Morp 1 R2 EX Projed Number 20I31543 Product tolarguiWi.ser All Arr*(ICS" Sh1jbQI:­vId Glass ililanufactuott Address I W Donna Road liolknod Palrn, Beach F L 33409 P'"duct Norne & Dew,i.pilmr, 24Ua Galvanized Stew) Stoirtri Pane I, Large loolissiro, Impact Resistant Scope of Evaluation: I his I'mcluci Evaluation Rooporl Is being Issued irn.Iii donre, with the ietfolrerrowft 01 the Frooila Department at 8us3'rNNos nd Professional Ragn0ablTv IFItirilla saltingCommossoon) Rule Chall of III 005. F.A C for statewide acceptance pei MuTibcd I(d) The product nosed avoys has Dean United fordliog, evishualed res lummlionzoid been to -,;,i,w,.rwnpAaocewith the Floods Building Code Seventh EARIon (2020) and M. lot that purpose Intended, Al West equivalent to that giNquirred by the Codo Re, evaltogoi of Ibis pi shrill be Tocluxed lotowing parlintoril Florida Bulklil Code nrodifications ot rogroosmons, Substantiating Data. - PROE)LIQ1 EVALUAMN DOCUMEM11 r A 'J",wxcig #20-3154301glood'24ga GorhoranvoId SlEgrol Swing Paning, tHVHZ & Alarx-gi shoo" t 5, .%IVIL'aled bv Erigineeirrig Expol signed & settled try Fran A. Benourda P E is an tiftegotparl Of"i Evoiloicilion Report . TEST REMITS Uniform date slivoutal pet,toomigutogio has been logi in acc,ifilginue with TAS 202 toll standards ENT; lost il11-IToIincG b Large unsile impact resistance and cIi loading pedocnigI "i bitten gested 4L Al r, ii Ili- 201 and TAS 203 vingil sigandards, per test raporl OBT-ASG-17.001 Left Slackwatso Tgo%liwq . STRUCTU RA;_F_kG . _LNLkBINGSAjM"jAl 1.1ruchlral engine.j, - 'll, Ill it. ,,, t,­e riP1lI1;lIl?j,aIt0 Whocb I'lloglual the Product based at r UltoparaliVe widen latiI ,I0,tfV'.:s to qU811ty the tollINVIng d"10--i I Milintortung Allowable Spans 2 1,01frunrig,ron AWe"it Sparris 3 Minjown) Glass Svparsormort 4 Anchn; Spacing ______ - 160 SIN 12" A,eliAlf Solyr Trill Ottli 11 EIC-, FloploR. 31442 (" ', 4 ) 354 011 1 (8661 396 'I'll'i T j."Affil I'll"" ExPRESs,co. Eir . 41NO #$,I I'll V PRESS COM r ..G�­_­ PR 10111 Ux "WN I �Jlljl.o. _­ _,e A Mi r-t go.-H, I l .­.. - Y�' ­ ' " tf'I�" ,,,, DE _ ., �, - __ ,;IgI . 19-1 .- &�Prl�ll 1�1 I ., ,,�, , .,�, _10 � 7- - F, t.', 1r d I. . -T 0 I, � , H ­14.1 `JI0v � E. ..'Ll". .-IIVAI - ,U I•I 1*4,;r * I 1-ig ",p .. L ­`I,,�,��`.'. " ,.4,c; ..�w - / clf ', - 11. .., ­ I- il, '1'Q.li , I, %t, - %l.^TlfiA , ...-iopol- mix., - „�,ll. : I . FLORIDA 9IJI10;hl CODE I'llian Fildh VoIlotielt. 64.1,1eo.. 7­'11 1 _.. . I _ . . � TIE I-- _ )� ,*!-L:- - _Hgi,�R� " ,� ,r_ . - . Ll _ FS . - I- I A tF 0 f "I ;A , O" VI ,�, 0 "L i, ,l I � � �, - �' ".1l" 'kill", - - I!A (lA(A 6AUANIZED MILL MRIA PANEL ' ,,P,ARN � - - ; 11LIE C 0,111c GLOBAL PROT PROTECTION PRODUCTS, LLC. 'Agar, .Ai - 51 vwi al.'e, I M". - 0-Notigoo- IIA'. - 1.111"00-111.7 ""El �Aff �Z,:�,Nfrw; I ,� - --- 11 .. __ I "", ol, .`i�.:tool .1 I., _. � ,'��, I _14 A "I :� - , L _117 20-175 "Pi - , - _�_.�_ - I n- I — .. �/ r , ­­ , �� 1, U , � T , ". "i"', - � - I !. 4 1 0 r.'NGINEERIN(3 Page 2 01'2 All \ mcrican `41too ivr, III (41 ass - 24p Galvanized Steel Storm Pand s NO 33% Increase lit allowable All has been used go the deal of this product Separation froi glantril "of ofteQuired to-HaNifawris litils.de of ANnol iont, 4 and oi�sviobal Flictig"If Impact Resistance: ­qMt Impact Rowitanco has been delmon"ad n ivedeliCed in plivoCal Ill TOO b"Of1i and of ­l J,I to III ootoginvoloong design of tha IDDI Arind Load Resistance This product has been UPPRILpriad to evst Vinod load ,s ... 1-,,Mo,J I, the span ,crivdWil on The wassfarclighe Product Evaluation Document ili At encAnevOIN Jjob,Al Installation 11%6,d�iojiducl shall LA, ontial6god in stripcotoopriancer with Rs g: clove PiodUcl Evaluation CocurnegA (I a ani agsong distill agong ,I;h 14" components I oP,STeo`ita Product components shall be of the mal specilied In Ihal Ili ootict A C"prI P, L-JoCt EVAIMailloo D­lpmoinllio ,liKlinvailrolgdrawing} Limitations 9 Conditions of Use: Use, of this peadl shah be In soldoll accordance wish The Aspeclive Product Evaluation Doc,interik Ii N angforildrogdoswift) a noted hereon All supponling host Urruckor" shall be d"Qn*d to resist art suparimposed goods and shall be or a malogror I aided in INA product's trapsocirve anchorstheduge Hoost structure condthorgis which are not accowtood (of In fts Moduct 9 joespogulk., onl:hw st;Ibrodule shah be dersiggifeld for on a sne,sowfic basis trig a itognstereof prolesslontaff em"Notel Ail Comporgerift which gove pe,lit.AnenflymshOkAd thag be Prolected against c000si conterninabon an Other such daunsi at 40 tim" Thes product has been Designed Ini, ..%* yorgill girmf outside the HiLITY, VN4OcorF Hurnears Zone jKlol Respel 41 , I'll . 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I ,.,��, . , , �, i :� "'; '*',, ,,,,;�. ! , . I -.: / , : . . ,,,,�,11 -.1 "I.N.1-11.1 1 ., ­.� ��V�I­VLI - �7II�* ��___­ 2i �g_�-e- . , , A* i ��I�,4:w � • / ?� I I-W ,/ ,4- , 4� Fr. I .. Ej!2_,I'_­Iol�iil --I, - - - i 1-1 N 1-1 L _111- - - 7 ,1�1 ;1 � I � ­ , � I INSTALLATIP.N.-.0-ETAIL5 FOR SERIES Z000 E­Z HANG -STORM P-AN-E1_11.' I— STORM � - INTO PQVRE.D_.QQhQB.E!f� lQ,QNQR.M B�OCK AND woo s-rROCTURES . . '-AI ING i`11.! COAMi E A ,� � CONCRI LILL-K ,"j: Hl'le, is 11 4,11 " �li c � I ]�' � � ; REOUM, . r1l, I l IA -Col, . 1,7 1 `" I I � i Hill HEAD T'j" Ri -WADER -I ,I i) .! -1 � � 1 4.,I* ittll llldidl:� II:!I Pill 0 1:' : SCJ" AIII W", PrQvAPF r I � � Al 4 jill''I I � . ri I I -) Eon cor 0 1 $ ;�(! I I.,� � I; on �1. " 1 � 9 �� : , r , ll�, I , L, 41 IT .� ! 1, ". 4 , � 'ij I i I I I I . LD, ,` � 1, � "I I Tii; I L,I---- �� . r___1 4 1 , .6. 6: � .I t' I ',il I* L j , Ij � , "I ,�I .A , .i 0 I . A ��,fl 0 1 A A! I _%. - I, . I 1,1�2_ (Z 00 KAIC r � '" 1 12" to . ., i ; , .� I I . " ", "U"A'011 I go I- rup, i I i11,;,,_ 1. !,; ­k;s o t x1litq04 �- I' - I 111-9 0 ,�, C�LAI Ic GLASS _= Prof" (,t,,]:,7 -P_',.`,_ , ,IS .f 0 "i't ornict " 9 ; � I 4,lt; 0 j � I1,11 I L " . i I -1 - , I I I .. I r � ! 6 " "'101 4, Ti I I C 0, 14, Al. , Jig - t I ill" , I WA � ,I IAN� MA * : � � I I PAWL LENGTH 0 1 1 I �, IV.,'', �, -ap .1 I 0 . . 17 I. ,� I I 0 1, PAN, I I k-sciRwoll I A : 10 GLASS I i" ) A I $*% 0 i " 0 I I I 1 C 4LIwascm - i� � I� ` C i i 1 41�� , � . ... I f .,� 1, � I I I" L ,V -� - , ] ,. , I I : ' I (I �:: I o . 7 - -T A-I- I , .. i, I ,/;" . -----! -_ I 11, I I U . , � . I , VAPA . � �V,W�l .. 1 , ! 1� 1: : , - I, I., I , 1 -7, 1 1 i 4,7 � " I 2 .. /I I � ��11 (:;,A I -I Qz,il . � 1 , 1, 4 , p !APr(01 ANi.HIlf " k I i r , 11 C. " I 'Ag`��'_.. � !',4' li � � "STING POURED .',l1,,* Q '*." ) ', � cOeoclerlr *11 I i , IAIE iii�;l K;g-. - I , II REOSTRED RfowRfD � WALL MOUbi WALAL WQUPMNQ SECTION EZI WERMIN-EUX SCALE 3/8-1" SCALE 3/8�1' AlAg"ll 11 1 4 TI441; SI .. .. , " '111"111 . ,/ 'I, , ,q -.1 -11 11,1*111,7�1'_�,% x " 11 "I FLORIDA BUILDING CODE (No" High velocity H., 'Lone zone]j Z , � - - I iM * MIN, PANEL LENt;1il - � �11 rj � III )I % I i, 11" 11 I � I '',I il ,,A! I'll STEft S10i 11 I NSTALLAIKIIA AR� ONLY VALID FOR At XS 5+441 L HE 2' - " ,it �1114 FIANEI I I- � D CiESIGN, _F' j *: - ,___._____.____ � � .- I - . ­­ . � ---- I ­ .. - - _ - __ I � - plti RAT101C - /- 40 0 p s t AND 5 � � 1 ,�,�� STAI'lli C i� G 0,�,, I., At. 0, - � 1� - ' 11L -Cr ill" l;` , GLIDE' PROTECTION PRODUCTS. LL_ CAN _#X_­ ` p I - 1ECol III, 2 ANEli UrKiIII "t 0;v ,K? Z" , lorliolog, i Nrvl IIIII)II)r, II?AVE 120951`1410121`10k WOW 11 tri� �� A EkQ*KEPiwI 56W I", ...o11.1 11, Z. IIAAK F� �)51. 1""', ' �, ­ , ��,� 0�, " A- ,iRP; 4I, I .1.134, %�NAI , " ­ �W.N,R. ,�­ 70-175 " ,ALMo0Rt V, K SOLIgHERN NNE N. 2 W! SPECIFIC � '. X.NSJ� OF 0-55 DR CQUAL, ,� TC " _I= -111, ,,, - .7. - 0-H4 - ,11", _,�- - ii"'W7 - Alwl AROAA T �_ _":N1_q � CA-LiMID __ �� hJul. " � I , �� Jtft7 - 7;7­,%J� - � ii.. I ... �� .� ..--. - ;; �11- 1. � - _­­­­­._.__.___.1___ .. --.-. I - � Il­'V 14 ­ I . ­ - - _� "'..,.",..�.�1-", " - - ---------------- FkAM,m�."", lis -IN I,- _ .- ::: :1 _­_ -7--, , r 1.11,�, =Itl v4g.- I W ; , , , - ALL AMERICAN SHUTTERS AND GLASS _,� MAXIMUM At LO'Al -,,���� : 'I- _'I____ � � ,tIi� , . i DFSTGN PRIFSSURES, �:v no Ill I. , � ,� -1 _04. I 24ga GALVANIZED STEEI STURM PANEI 1, I 6 NI)N HVHZ ml! ----. -- --z- --v--,�_r_� . ----. -, I ', , ", , -"l DESIGN NOTES. I __. SCHEDIi _j i "a ill (INLIMITEli "ITIVE, AND, PRESSORES(ALOJILAtED i -11 ___ '41 -'ISTrol 34 1! Ali •,V - li'll 10PANK SCIAN I F, Use Ii THIS S 1, ALL ME DETERMINED PER �t "• P SEPPRATE V46INEIERIK IN ACCOPLARl I THE IP 8"TIOILIM1111 PRESSU RE UIREME As * i" � I 'A' �'4 FCP MOSifill (CON14- r - * , OCILDAMM VAH 11SCIE nl) 0.11:711l Type as Rl E SHALL BE ass TWA I I rill, �:F G[G'N na SE-FInfol I 0 ." i �" teAAL 4'-4 IT FICH 11-:11,1111,11-111,11IE"LH�"P. �1_1111115-1 HFr:Lr I F0k ANY " ill 8,%1SvV1II1 WASHERI AVE-FINRIT AS ieKiwit I . to �� : , , 0INGNUrSFA."IFFIl 0 i I ;; � 4 Irt T '/ CMRLA^ 0 'T DSPAN AIM � 1. M , �f � -1� , APPROPRIATE 91AN FAALF) GENERAL NI I 1i 5 Mil 11i Nrt,)N H ki �E 94 D� I, rPN F0 A, N V SIA� L. I h It FAA 0 It A 1 t 1; I 1; 11 At '.I , .,� "': ,�7 1 " " , i . Ui6DING 0l I , 1, � 0 �"`A 0 , OF To SMALL E 0 0"S`B� S C' ""A'l r 9 I " �o�� "T"t �" " ""'� ' "" I PF- 1�',','l v a "o "" SANANTS o"' a"S A 0 I in AN i T , __ PLAN Z "a ' 0, , "L ' "I" ' Mr.- THE HIM. , � � - ALL. " ` ` .1 - .E. 4111' -I - , - - 7 . . " ON' " " ` " ALLIWESIReATI r Or, 8 T I ____T Age "' I &A ul I- WHJCH Hill A "'A.-NO .-N - STAT'i ".."Rel " � �l - APPLY. L , RE"t li , tA ; /-tl 156" ,ADD-- A , I C-C - I E"1""`IR"I-� No ,_UA I - , TH "! I I _- R I �.._­�­_`­_­`­ . , O B It 104 USED IN INI, t tHE _ � � - � l", . � _fM "brostorliE. OF s Co.. -1 - - � I !I I S , T,u_ w- " "I, H ,M. .. - D M.. LD �, ", ",T.F, "F."""i RL.v v, 4 OfStM VOHPC'4 `7 / .." ,.,. glo�,,t oi"Ug-,N.,r.hW In , , A StIoloolillf SM-SOIlC III( *SIFAI eig-3101ftlil"lli Or Or I , = � U� " , M RESPONSIBLE ,4 1 --- -.L I WRI to I 00TC. pOR NTO O"All? PROM I.OAD CASPANSCO .to 0 i t '. #04(itpoF A of 'e2ill'oNATIF �l I:-AXIO HMI",l:OH7AlCTT4qs 9% rF M.&TI AS I ,,, - , $ 1� Re A U10. �1, '! "i I,111 " , , (,., "A' 1"r WiTeM OrAller, ""oh. o. "Ill I 14r, DOES Plot pg,�.I.k` rl I , ��Fvr ., - - , III I I 0 ','I . nON FOR A &RE CJ FTC SITE. ION 1,111 ,.CIIDIlI004 ULATIM119+1 I FROM D i ;�, I, , - , " " I _�,�­ j I LIL " AN Oi 00AI"0116FION �` 61CINS LIJ V al I , ' � 'T, ,10i, t I, A, ,(Ail 'I r] "i - - _. �,H,�,­4 ir 00"i'll"GIAE"O" "i'll ,",,I. 'ANE 'or, S, Cl,je :I'ArggVF olool 'i. a LIJI TOM "". "I, ,w1l 111S 1Klr­l!N` � ; i 2 � It I A or�, Ki PREssil II HER IN ARE BAL-1ki) OR MIAXIMIJM TFSTIEV rl-,lill, TYPICAL VERTICAL MOUNT ELEVATION P 5,51ARES I 011 A 1.2, Wtrt F10:1i = A , :z ! � ? 4 1A "aT%l '11, MAt'li f* Lf) ,., � . � �Allgil! IN T i; i LEVATT_11% CI 4 C4011MItjn&AfiM�1.1,1111tlZ&l�"�?rEI RNISF5 IRS, Sfl 8 a :, � i 9 6 I, O)R�,�610l ,K-Wo"MATIPIALAMO SHALL E*OMPLY A171, "SPEol 011C.01" i MR At.Q491IJIM STIIILICTURES� StCTION I T BY"Mit AILUNINUMM ASSWATION, Ill A Ativ AppurIcALf rEDFRAL, STATE, ANDMIL LOCAL OODI ;5 TCP Momriff a AU. S7cRM PAii SMALL it 14GA STYPL, ORO 024" - n ( Wool 9 STORM PANCL$ SNA" `cIFIFORIA TO ASI RA�l Sn'tili"IURAi a Z N 7),Ff- WITH A MINIHL-H F . Fl �, AN Agri S, _ C4oG&L_rI17igI _�Anplci A I KSE LJI � k, I All."OHIN VM MAU V. x ,. I . i Cool TRAIN) JUNILSALL .ALV,f,%N,QIo4J,K1,F LFUESIO"S S HAL" I "'A"'T" NIE I I T-50010MOrritli.5 1Q%`ltINUo1AgtuWTXiACcANGeOAS#1eLIi1 CC N OITION5 01 _TATF_ PANEL !�"AYIEMOUNTEt)VEJoTrALLVOR -i I lOPIZONTAILLVASIFIFLICAJI'LL. I I O'N"IT Ii I CHORS NO HVIFIFUA 5MA,L Be it-RIDDELI IV- , z NON_CRAcKFO C Mi pop < I �., � 0'r.'tflfo#'LYE"STALL�CC'NCILE'EAOC , !,+ MANUFACTURER'S et(OFIRMENOATIONS. Ty. BOT T"' 23 THE LOWTRAcTOR IS RESPONEZ11i TV NS"TE OR Fli ALL I I I � li!�: 'r .I- I I i i i�;. � �6 �, T MENDERSFRCM UISIS MLAR MATERIALS TO PREVENT ELECrROILYidS,yy �, tj " " . -- ­­06STRIll IAIQ EPIGIMIR11i AFFIXED HERE 10 JALIDATES %cotUKTUItAJ.D-AIliNo& I I P: , � 7 5H Will ONLY "', Of TNJ5 SPECIFIC ATION i AT -T I I " V , 1 t- - - (1,4l MAf VAi l INDEMMIReS A %AIES HARMLESS no% eNCINEER ' " """'S - I ti Ii� INCLUDING LEGAILIFIE(i 6 APPELLATE FEII AES.I.11-r-ING F_RQM'_MA`Tt1L1�4 .,iI •0 s ;[I In , a - _ , FRRICATIO" I SvSi MBCrIONI 6 CONSTRUMON V NO Til T !, � A 0 0, �, , , I T�PWMNT Vc,thi IS CALLED FOR AV ILCKAI, STATE A, FEDERAL- WI.E."... 0 199 11 11 , JCDAIN TYPE E'r.unoNs of 1"a5 PLAro . , , M,I . - Ill I.5 rx,"T A., PORMLY M=ell NBC Fin, Me ADDITTI i i N ,-VATIRICA11010%, 00 ANIFIRIMATION11 AK& 1141 ENDED � I, ALIENATIONt. ADDITIONS OR OTMW MARKINGS 10 THIS CIXO.tWT 19 7 1 � I 1. IL II ... - ' Mtwcr�l NO RwAti(,Ale IIIIS :l!"TIPI.-Alol , l . �� A, C.", -, Ll'r." 37 PAPEI SMALL BE PEAMANENTO LAWLW %Vfl" A MINIMUM W I 1) IAlift � r�: PEktVL*V2gFW CONTA)tf]NGTHff*�L(NVIN�M"MAIPQN , SCMD" 4a, r I , " I, fw" Hill I, ! I , j ,I." nFE AS NEV ALLAMERIll 5110"rERSAND GLASS I � TAL.CTION) WEST PALM BEACH. It I I, �, 'y - \ oes. TAS �� .__ ',,ILS q4-vWt-0&r7HTc II PRODUCT A14ROVAL Will - .1111 MIL �-45- T�jl� CIPIILAA IC: Ipc.aITCH Fro 202, TINS ZOZ Ill 201 PROli TC&NN rTI All: . BOLTS tiI W45"ll �� __ ,/ I AW�H(*,,AMLISEL)I%-Pil!T4SATISr,lf I VvIll Aguy, grASBiNvv 0 40-31`.i43 $PANSAQUVE & IIEL"'ORSIRLiZ,I(M I or4ffLAP5 .9 14TV5110,11111 I I __.. - .-..------ _ - AJIPRC",IATF SPAN YA,l VISIT $.P [E W_ vitimm, VERTICAL MOUNT ELEVATION A ". MR I " S 0 LEJ .. Al ;.�P_11:11111111�1�__ ---,-------=,- C,`RTI�'1.110- I " /7"'I, (NOTCHED PANELS) .. a fri . , I ,r III ') it I I 12LEVAT71:Iel � A- ,.-,-,-. v I � A I ALLOWABLE PANEL SPAN St GLASS SFPARATION SCHEDULE� � A I.� 10GI! FOOFL5 "RelI i loPANg S�I'AtAi (AA�- ivf0l'51URIA"P 'IttN!''LI I&UM & liArNTIAI lCoOPFI) wo"EIMUM ," ," 'I'll, ASU�W.Il MilICIA N'lool; Ii 148744ATItiloo,�QIcA719 I "i ,FAN I-, TAN Li)AagNt6kArgg] 111ANIIIARDo'Erig(ALK 1-11� I I I 1, 'i[". I 4A-, j I L � n - - I f1M0LJN Ai.10WAIIH '4'r,,lJ tot r,I f! f ,-� k'A1CPWNEL!;j_ '" _� � I FOP MOUNT i � I ! 1 ; A - � A ,. , � � I . , 4 13 5 , 2 A L, � I .- 4 I . ; t I, 1 a . i i ,,, 1 i I , 1 1 1 � i l; " !- - I ; ; ", n., A�_ __ - �.I'm 1_5 _tY - _ 0, 'r Ir - - W_ - or - - - - Ar', . 11 z -e . ,a y "..., Or _L_ 'r. a. - 7F W - 2.r _zE. 27. R 5, Tir � y av :3 "O - .!I 3%1��. ------ ,L k1w - r r­lk - � .rj- - 2.1 24, - 23- IA" It- 30, W 1 AV - ,it- Sq -If- - Ili .3ww - 44' -vr- 24' -W7 I As ­5� 30'j -Ici , Sl 9 F.-'T "AO(.im�' 4 r _­ tA, ''" , Ij� ­ �l _­ I * -fd' 20' TJ�C * . 1ji- . . ... 2v , I, � I I . 1� � _�._- _i�&_ CRMRA W"it -2r, 14,� _?n_j_�L,,I' ".14" ?* N.r 4v W I ff 'a, _FT_ Ar - -.I � M, ­ Air --,"-"-- 1) - - _T - I - it T .. 9 1 a,8, ,I 711 n _21- � A, - .. T4 .....- - Ni� xi I is, SIT I .,V, Aar - �­ Itc L3 dial sots j MaPpon -i- - _Fjir 1 2 . _T _ f _ "7 �.]&� F, "' ` ... ­ , III ­ Z31 I, "' "" it, I 5 1• �M, . I 11 , I I 11.06 S-LARIN Atkil ARE Pilool-111 -L1,AVAI SI NAFALL, till A2AI 01--W.41. 1. ­11-1.1Ify ; ­� 1 I, . tIA:Rltc.4.110.�)aoo"l� _-I 11-11-1 W I ".. """r Pi"Ir M""lli - -, i , � AS I.Jou A Na SEPARATION 1010M Cii L, RY%.lP4,, - A�, 0-11- ri teMA1. 1-4 All' ­11o, lI­ 15 � � � "M��vi �IN"MQ POPIN-111 I .W. U I -,? I" . i qI � T, IN, , , , , ", --,, 4 , LLO�..0"14vlkticllp.�lb.,LAO'l-101,111"�wl,t APWlgI,%1r1g`IA­"tAA1 I'll vw",.%Am�-cl,olq�.�,*KlrTilve�4"0..?r.14�"11M.",�ASIS�1$001.�.l� I 0 1, lil'A I I5*,ii, I 6 loot W, j 11, ,,l . ,-----' - . A 1-11 APA 11 in ill"".?. '... Ir ­ ­ ­ - . ­ ­ ­ - - --- - ­ . ­ - _. ... I - ­ " "-bo - gi I A DR, 11 11 �l, �l - ­1 I 'I I -k�'��W�' IlO�-!I "'Ill' ll- � , <r !� .__ 0 M __ -a-.,- t SS O'l - " � .11 i)) �.. � I• :� "ll ':1, � � , ­4 I—.- 11%,il TI ll,4tt r.111,1­ ;I I - ., pig MA. 6 9 I, I IWIR ----I . .11-111 i I, tj,, � Its Ir. I , I I _,PAN SCHEDULE NOTES: _ , ,,. I I I , I I I i 1 ��IOTF;,FPANaSCHEI��ULL$YLtlTN,NWfl,r,AAT'IE 44-1�,P-hP,LrA4rE%v,q,o+%cu�JiAfo"I-- I, � r'P'�LI'll' I'll ' 11111` lAILYINIUM ALIOWABLE SICAM PANEL ... I 5,1 Wi 1-;tikMLtSSACCEfTAAkEFOR IJ2&Wllh I * I I'll LCLACIS LESS THAN OR eQUA4 To NF6A 1jVF �CALJS Dill t I Is ? OANEL PASIVNEAS' ARESTUDS' USED IN , AV IN01ON will Ali I, MOUNAING Ill 1AQSDN � !! I 111��i 0 , - � 1;41%(.k.5TLjCVvT.-Ar1Gi UFAN05' I 1.000 cAl"ll. 1`151 X SPAC I?pG I"ABLE 'AI UE45 F 1,k � ;,,7 L 0 AND IU`EMtAX,oeP% 014COADIINI6 BUILD 0,17 Cl.,Nr�11�00S1 4- ,_ ,�i'�#,tNle*F,(;�Aricogf*lwtLh��(��Ac�spi� I'll "', Ail ,fc-ii (17�wovv�.�:f.,iS�Nr,dl,,I,,,,tRQC,�.0 , ... ., _ _----- ,- GLASS SEPARATION NOTES : , 100 �* I Hi�.TMIIIIII �,Al,-T­L1,l1.1 ,,I ,,F",�Tl�?f��,-.1�.��.!�A��7l�-�'�FTr NNE � I'A 4 "tiINOItILE SEt`kkAT40N Iii I.E Opil Tc� Ilk I., t, " "' 1,o,,l:_-, 1 d Sol'tED,I)LI, IS REqUIRED ll ist PI P0511"Ni L0410S 1:1141 , �.�r - �' ,It ,1� � l INIERIADIAntri, BETINIEN LcADS IS ACCEM.1iff Ol-If4i 141I llJ­1Il;, . �1,1, '" ' �. N , , CA C, litt,' " 41 ,-- I"'- � I IURTNOAL" ,loNSOU1510E Cf TME 14V,­iZ AND CoUTSICIE OF FISSENTrk T, IN ,I ' IN Al WIND ZONES I TmPOi 3 ri GLASS SEPARATION I "1111-N �A�,gjtlljlfl , 11� clik 15 NOT IIINCIIJI A 40440 MINI MUM SR&RAI 1011 FA014 THE , '_"" ,,:�,l q �tsl.tnft.L,_.R�,TtNP! _______ - 1",,,"' 0 ,__' 1 .L , A�PIPAktLNTE KQ9EA5._EBIK,,PFTo.- _ [T P t " �A, , -L- � 0,,,c .z - ��j �9 X U) � -, F, . = RI - ;5 I - k A ""'AII1111.111ill"T.Ii: i P___- _ I clo F.Mu. I Lij 2: I: , , < A. 111.$,M-I 0-'ll 1­,il '' I _ 11 K,.0moll"ll�1= It " • HIM: � p, t,��".,�5. ,,,�,,,�l 'W�I,A'A Mg.lzi , 121�,,l "'W"'IT A, i III ,,At:, pc­4HN,x,.I , "�­"­`!, 1 fallpill - ,7. ,Z�;' , ; 11.11 '�'"111-1­ ,, �­ If A. ill , 1, I 10 11 .01' A I I - ? 4 I I _ _ . ��'. . r ""'l,' f 11"I `� � I rL A , � ��' v 11 ..... 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',�� �;,-L; � ' ""'* " fTIL��'� iV , 1411 CRig'�pAii 41 t�3F Ill 113. 3-1 .'jirr 11 U) ' I 11 ,' 11'�r a I 5.qq' %.1,41 57 1�7 " . , . _ � ­RY­ I. 1. . i ,_ t_, a I * .............. 45z" I 1, -Sr 31�ly IS. 5' ?1. v, i 911 � , , . � L I 1 Ili I I i,- . ?2 11 %­ 1050' _ . i,, _ � 5- t. , I � , , 0 " , 4 , . � ,� , - wr FAom 5-1- I-- ,- ­_ - - , -2 � ,I I I . �- , I �,; 1 Co .� I .- . ­ � _�, ' " "' " rl-,' "-I, � �. , I , , I , , " , '' - !.- -1-�:­-.1. . z �11 �":,.-�' -'Z"..1IRA, 44 � ;� " t � �:�• i - --I , , , ,- - - ­," 7 A Ill 1. :. . , .- . "I _1� '"" , " I ,e , � �­ - ' 1. .. A ,,,, ii* �2 1�'_�,? � � 40 I - �__ 1. 'i ,,, ll� i � - -1 , ��" 6 I , -, " , 'Q 8 , , *0 , � ! � , .17. �,­ ' I L , �. .1 ,t � I i �1 2 1 ANCHOR NOTES: =,, j -r �11 I , ', I i I t ,,N04QR SCHEDULE APPLIES TL% KLPOOOMT,q %`.�TIFIFn tW.Pk1N, i 1�1 I , 11 I lk, 1. V� I - � ' I, MAA PUR0 ALJUDMeAg5LLAMCF1CR!iPA4LtpI MA,(IMVMAi.I,':l01A"L V"', AN , L,,,,,'I'� I "'-��.A, Li' z � 0. , . IN I '11."011i '41AILL APPLY 6 t A, ; LN10or AN-11107 504111111-f BAStDOIN PINEI 1A5IENEP 54'AC'Mol IHE EXI 5TRUC-1111i f,%AfF$cAL &AN -All SELECT DE51i1t; LORD GREATEP THAN OR OIUALTO 011i DFSTGN W CONNI TIPF R 4IFf, (Ni APPROPRIATE FROLINTING CONDITION IqFE MOUNIFING Lol ON X: It SHFI I 2 I 1A WE Ir I f ICA iTON cw -I-z_IlvyFcl:ON TYPE ALL )I` ANLI 'I,' 11, AM 9% gINrLAIOING BUILOGUI 1:0NITITIly4S) I 1 4 ANrl,M),A;,,,w it' IN'llAILLM IN A2DkDAMC`1E WITH MAN1UFJo,-.-,`10.FqS' REMMMEKIDATID#L', 5 hIl'JLLV114 DLF�" gCl4f STrAWOURE SI'l CCAIrCIII TC.ARTIM L,W VLOCK. , " 6 MP41MIll I'milliftNicil F*LA I L JV AS NIN ANCHOR SCIIEDULIT 1! , i t � , R � MititoRIP, L 5i I Ant; Ell CMIAMICE EXCLUDES STUI FL'AM, ENUD(, AND OITIFR VoJi- Flli WAI.I. Illi SOALL 5E LJMIIEDTc, 114k- MAX OR SHALL-alff VERIFIE P BY r'TWAs to 1 v '"1 s . A WHEg%fF,e1i'rSNGSTodUK7I4Rrl �"XIF;�A4�W.Fil��ll�4�"".t*,'il[(;��'I """W'y "'I'lb . � r � MLI n YViAT FRT-'TFsrW�APf !rjTf,.,1.j�,l;A1� � "WilAA1`1111t, 'Af.l"jt� NOT P-1i FASIE14ING 1. . tl 1�1_. o`1Y1WCi,`,r1 Z-,ACC!7`TAN4r ,411 ' 1� ' I � , , :,!.Ill I I It, - w - kii; . , Alirkj �19'1! ',k� FAl.II 1, I � '�.��. I, - I � , :.!.,,, ,m�,','p� �A�[, - R ,I-AILL BE Lull IN K I I i, I P ,� it � 'l'! J,A L "' ,L 4 t I , I .,� I ". .,!,, [, i ,,,, F: ,, E - I ': AN C L �, &L T11 ABLE FOR WOOD figy• i 11;; 4 IN 1, t Ai ,� � - II I t I , li,� � 1, r E ',cY,l I -.EkN Pi IT E'f .*. 5 �. OR G! ILA I ER DENG M. LAr SCR EW I Ina � I ,,VT ill � ;, f, FAN I, r, � I,- or I IrX HE Am I I It I t I I a a �1 '11P P 1' III ll I L •� . '# I i(Nk, I Ill' DLW�T PAR41l NVoTE ALL POINTS 'AMD- SET 3 Oil 5.1511 ING Iffill 1 2 � g,lk- M,ME � V I �1� IIIALI_ HAUT If" ,'" All Al J! Art] � ENGACtEMEW OF THII D5 I NTO 7"HE HAS, F, 00001401IMARgHoreilrol AN VJrl AND MAl RIPt,E LITHER A PAP. HEAD' TRUSS HE -R Mitilicl (�;ITILIAAI.K bcv " 1) 's , . r 9C M. , -3154) .LI�IWAFII 0� MIMMUM UMBEDMENT AND Ei DISTANCE EX ,COOROT11i o 20 T 4=CWGNA,TFSAhCkMq)NDUIONSIWICMA,P.EW)TACaPTARIFI,!'�F, � ,I T OIFIC I NCXJItnW, CIDNITI � ��, ` �l[�ir,,�,irlTrRpcAArL"Cr5r4,,ILutI,-tt,. r-L-­ ­4 A'i'J­! ­11j­ ;_ T1. TIT; 31 11i 76 li� � 4) 0 0 am. (D (D (D l W 1 (13 > 0 " U) 0- 0- (1) _4__g< j I = 0- C.) (1) " co �l LIJ c <C = :Z <C I Cl- SHEET NO. SH 1.5 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE iNEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS r s=; DOOR ROUG11 OPENING _-- WEATHER RESISITIV7 BARRIER / x SLOPE 0.3 in : 12.0 in R703.1 General Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall co }.. U TAPE EXTERIOR WOOD FRAME CONSTR.r+ SELF -ADHERED FLASHI V ara°-r BEAD or CONSTR. (0.6 cm - 30.5 cm) include flashing as described in Section R703.4. -� � 0 ♦-' � SHEATHING BY LAPPING DOWN - ^ ;: �;;; ADHESIVE Tel BE APPLIED UNDER OVER RIM JOIST AND UI THRESHOLD OF DOOR AND -- SELF -ADHERED FLASHING fy � � O CL L• •�`"":"'"�" WALL BY 6 IN. _ RETURN UP ,IAMB 6". USt LIQUID NAIL BRANUOREUUAI WEATHER EXTERIOR R703.1.1 Water resistance The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water Cu ; �.. °� � a PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of -+-� CU -f-+ �•_ RWEATHERESISITIVE \ , •- SELF -ADHERED FLASHING BUILDING PAPER draining to the extellor water that penetrates the exterior cladding Cp o Cp} BARRIER > / SEAL TOPSUf JOISTS 1 UNDER DECKINGSUBFLOOR r WIRE. LATH R703.2 Water• resistive barrier One layer of No. 15 asphalt felt, free from noses and breaks, complying with ASTM D226 for Type 1 felt or other � � � (SEE DETAIL WP07) `' approved water -resistive Je barrier shall be applied Over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally, PP PP 9 P PP Y, � 0 U_ SELF ADHERED FLASHING with the upper layer Dipped over the lower layer not less than 2 Inches. Where joints occur, felt shali be lapped not less than 6 inches, Other � :�, � HEAD FLASHING TIE-IN INSTRUXTIONS: C' approved materials shall be installed in accordance with the water -resistive barrier rllanufacturer's installation instructions. The No.15 asphalt C7 > 0 1. Cut, fold & temporarily \� RIM JOIST felt or other approved ':^rater -resistive barrier mater,al shall be continuous to the top of walls and terminated at penetrations and building - (1) L•- CD L_ up secure weather resistive barrier above header to allow for \., appendages in a mariner to meet the requirements of the exterior wall envelope as described in Section R: 03.1. fl3 ,-. Q 0 0 CU THESE DETAILS ARE GENERIC AND flashing installation W MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier �,- �1 i - R703.7.3 Watw-Tesistiive barriers Water -resistive L)arneirs shall be; installed as required m Section R703 2 and, where applied over wood -based sheathing, Shull include a water-rF�sistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper The ,� BE USED. 3. Fold weather resistive barrier back over head 2 2 �, -- 2 individual layers shall be installed inde enaentl such that each layer a separate continuous lane and an flashing (installed in flashing and seal with tape provides y p y y p p p y g accordance wit�l Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM SE_L1=-ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A W P02 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 Exception. Where, the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is Separated frorn the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. EXTERIOR SHEATHING --� F.XTERIUR SHEATHING - � lid"'•1"' BEAD OF C( NSTR. SELF -ADHERED / INSTALL J EEAD ADHESIVETOBEA "PLIED UNDER -- FLASMINGJAM6BHEAD MECHANICALLY FASTEN IF RUBBERIZED ASPHALT _.- RUBBERIZED l NEEDED IN CORNERS ADHESIVE 1 ASPHALT ADHESIVE SPHAL AD E5 VE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3J8"CEMENT PIASTER UPR $HOLD DOOR aUiDNDRETURN FLANGED WINDOW FLASHING r-'-SELF-ADHERED FLASHING— shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU -MASONRY BLOCK a: :,• .:,.u;;,.- •`"Y'' OR EQUAL WEPT H: R PROOF CAULKING (SEE DETAIL ws-�ot l _ _ used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL it1,l;�`n.,, LETTER ON CHEMICAL. /,'' f'`,• SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW • COMPATIBILITY i '`' / RELEASE PAPER Self -adhered membranes used as flashing shall comply �vith AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER .•, 1) SEALANT AT SELF -ADHERED FLASHING ' ^;r' e � "';sti. - SELF-ADHEREDFIASHING. �E��pEro���N SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or AS TM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT '.: !1.� � •..• ,• •., WINDOW BUCK To OUTSIDE EDGE OF *:•;' " : ;q.� EXTEND A MINIMUM ri VERTICALLY FROM Acw�esrvEAssnovvN) contraction, ASTN1C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as �.e vwNDOWBDGE MASONRY BOTTOM OF flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings ' • :` 2) SEALANT JOINT' 5) SEALANT FROM ,� , j i `• `'• : INSIDE EDGE OF , THRESHOLD shall be installed at the following locations: WINDOW FRAME .: °•.: ;:•' � WINDOWBUCK . ACROSS WINDOW BUCK , . ' ~. • �.. �• AND EXTEND TO WINDOW FRAME e SECTION -A (SEE. DETAIL WP07) �,.- 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING ° SELF -ADHERED FLASHING' Ca \ 2 finish or to the �•,,ater-resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: F CLADDING AND WINDOW FRAME SEt T- -ADHERED FlP 3HING � � / 5 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the fenestration 9 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAIL FLANGE f 4 mailUfacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AROUND, INCLUDING BILL. rX) NOT FLASH OVER // � SEAL UNDERTOPS � DECKI J,)ISTS N(. j ,.,, / 6 nut provider. pan flashing Shall be Installed at the sill of exterior window and door openings. Pan flashing Shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wail finish or to the water resistive barrier for subsequent P q BOTTOM NAILING 8 FLANGE (SEE DETAIL Wr, 17) lJ� (SEIETAIL /''` % drainage Openings using pan flashing shall incorporate flashing or protection at the head and sides. J 1.2 1.2. In accordance with the flashing desiqn or method of a registered design professional. 1.3 1.3. In accordance with other approved methods 1.4 In accordance with FMA�'AAMA 100. FMA! AAMA 200, FMAtW'DMA 250 FMAIAAMA/ WDMA 300 or F%1lA/AAMAfWDMA 400. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK W P05 - SELF -ADHERED FLASHING WP06 FENESTRATION INSTALLATION AND INTERFACE INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stu(.co walls. with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or n',etal copings and silts. 4.4.Coritlnuously above all projecting wood trim. SHEATHING _ 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. .� /,.�'"- 1 .,,\ 6.6.At v�roll and roof intersections. 7.7.At built Water Resistant Barrier In gutters. i` JAMB. SILL AND HEAD DETAIL APPROVED SHEATHING APPROVEDHOUSEWRAP� '--� _� i SELF -ADHERED FLASHING -� PATCH ,/"� ' ``�.. Lath - - - -Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL `\ STRIJCTALATHTWIN TRACK � stucw FLASHING AND WATERPROOFING METHODS TO BE USED. 3 4" CEMENT PLASTER -- PLASTE5 " ° 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE JOIST i 2 s � • .a e a • �- . . ea ` ° JUL Z 2023 "Y'SEALANT SOCKET WITH • ~ _. -- 7r8" C'r nent Plaster r TOOLED APPROVED SEALANT SINGLE WOOD BEAM •. + . in accordance witi, �- - 718" Cerrlent P ,r JOIST BELOW t SELF-ADHEREG FLASHING SELF-ADHEREG FLASHING - 1 Foundation Wall . - • n �'� "' ASTMCy26 _ ui aC danC with 2 d• 4'' ' ' r � � � • ASTMC l`elt tracked metal �y 5 �•' _ - SELF -ADHERED SELF- FLASHING FLASHING 3" MIN "+ s r bathe in accodance Felt Backe metal. / x with AS t MC1063 ,' ,• i �; lathe in a4t�iail�W AS ~" ,� v� +,; 1 wltiQQ�g�mplete • ��� Building Paper _. _ ,Z %` . - t u11Q N yak a' AnneeKl r stirE)tlOi 7/16" 0 S.B. st. Inc. and app roved 0 FBC 1th Ed' 'on r PX2300 Cn SCS D6_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING DECK JOIST � /� / p V V r" 07 SELF -ADHERED FLASHING OUTSIDE CORNER � /� / Q Y V P V FOUNDATION WEEP SCREED � /� � [] Y V r" 0 \� / I s n hr.atl)I y- - Mete► �'� , =-� 4 � Flashing f , --- Weep Scit?ed 'Man�'factSpecs ' _ _ `stampede or sirr ili�r �\ ■� #�+ SELF -ADHERED FLASHING PRODUCTS DETAILS ZX FRAMEWALL STRIP OFSAF LEGEND TILE FINISH----, SELF ADHERED FLASHING (SAf)-o-�c>-- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER R Bottorin _�;,.: E3ottc7 r1 of � caulk bottom tr4lee Screed X Joint only I? \ \ BARRIER (WRB) / 1 112'to WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2 DUROCK- -� " > BOND BREAK WRB BOND BREAK WEA1 HER RESISTAN'r BARRIER --- srtF FURRING(SF) LATH - -� \/�/�- G" A[)ovRoot - - - -- Weep Screed it Installed As Per V.I PER THE FBC RESIDENTIAL 7TH EDITION {2020) �--- 1'-4" PER PLAN 00 z ,/ ( PLASTER ACCESSORY ^M 1 SF LArn SNLATHING,'OSB', PLYWOOD. DENs(SLAS.b � �iIE'athirlg _ _� � ManufBCt Specs. , ICU Detail Instructions Refer to the number marked as #� in each detail that corresponds to the " 1-0PER PLAN v i I ( WHAtI DP WRB ONTO THE VERTICAL r SURFACE TO 1OP OF h ��.. 'r i / \�` �� -112" C:ementitious Cemen� Plaster - : ! Decor alive Finish � ^ ,�, L. numbered items in the list of instructions below: SLOPE , FLANGE AS AN AIR BARRIER -- 3 1J2" INCH FLANGE ,,, 1 In accordance IreCL with ASTMC926 ! ;� - ... over wood 2nr..f I j '•:''' sv __.__ _ -..... -- _ �, All inside and ( k` -" • �� 1. Install self -adhered flashing in order as shown b numbers g Y 2. Install flashing and weather resistive barrier to form water shedding 8 CMU - - -- I :�''• %" outside comer will floor � � ;� ;�.� •�',�°°o, need to be miter O ' Q laps 4" OR 8" CMU + / cut and caulked all 3. Self -adhered flashing can be substituted for building paper {PER SEAT DEPTH) - z z �` ��/�.�` .�� STRUCTURAL FRAMiNI_, _ l / ^� �,,, o,.•. tee joints need to •�'' '� j � .J� ._ v, .?"• ,� t.lecaufked using I � 4. Split the release paper using the ripcord (Split release on demand, ., . •.~ FILL WITH GROUT _ :. d' � � n - II .• STRUCTURAL s"ENTHINr. °, ' 1�f �; �` ' ' Stampede or aim ��, embedded in the adhesive layer) - for ease of installation and to y minimize scoring cuts p . ° W W o- LL PLASTER STOP ThIIS GAP IS A RESULT OF NATURAL SHRINKAGE STfiIPOFSAF r `' f caulk frJr all '' + 0 installation instructions _ . „. - -- °° NOT SEAT 5. Remove all release paper per standard and �� "W 4.. - _ _ CONTINUOUS BACKER / - DRAINAGE PLANT VJrtN \''' adhere to substrate usinga square piece of flashing material 6 x 6 sq p g { '- d r � LL W ROD& SEALANT I DRIP SCREED PlASTC; ACCESSORY i BOND BREAK WRB ,� x ^♦ Minimum) 6, Fold as shown by arrows SLOPED MUD BED - • : -- LU I - SF I ATH \` I \� s r, �' rCU - - CD 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary .4 ,� VINYL SHOWER PAN --- -- �- �. c�n _ _ _ N _ _ ► _ ----' ' - }-'• ,.T\ Note: �' "�"', CU SLOPE ¢ - _ •; •• � a - � �-- - _ - -- The building paper and meta( lath must be Cement �' - installed over the top of the weep screed. �y �. � '�,� w Q ---- --cLASTERSTOP � \ A Plaster ' � • .. i. • �J' � trlock �... • Z 4 G a d --- d / - r NTINUOUS ©ACKFR ROD B SEALANT CEMENTITIOUS FINISH gavel ,.I •'�.. �. 1 St floor l L�-- -- - --- I ' Z NO, SHEET - -- - SHOWER SEAT WP1 SOFFIT/CANTILEVER WP1 O WEEP SCREED DETAIL _ -- SCALE: NOT TO SCAt ►= 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 lima igou TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED - WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN inwou =v Ex., z co HEAD WALL 00 ffs_�1I%\m STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE \ STANDING SEAM METAL ROOF PER SPECS -- ROOF UNDERLAYMENT TO \ TURN UP WALL MIN 8"---- y' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS CD R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. L j WALL FLASHING CU OO a--' R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING CD FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE Cu WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO .� V WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. C6 Cu U) SHINGLE WATER CU -0 U SHINGLE WATER �o RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM C O O RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 d C 0 ?� OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O 0 ILL TAPE EDGE CIF COUNTER Co O EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE a.-. `�— CC3 STARTER STRIP FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� 'p E O p a0 00 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CA CU i � CD STARTER STRIP O Cp O CONT SELF ADHERED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE � C6 u CD_ FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— -0 C/ Q ol OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. Z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE co STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER 00 ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" co ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �r v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING = PER PLAN `' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER =� 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 W P 12 - ROOF T WALL -SHINGLE TSIDING W P 13 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 3If 1 I_011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN---- AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL pop WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 STARTER STRIP - °p STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURERS 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 UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN j INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION INSTRUCTIONS Z' CLOSURE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A o `r 0p STANDING SEAM METAL °D 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 JUL 2 CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH y ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.�{ 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR ME L ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. St, nc. V.rtual Review5.5 AS and approve ' CONT SELF ADHERED WALL OR FLOOR ASHERE OSEMBLY OF WOOD -FRAME CONSTRUCTIR PORCHES, DECKS OR STAIRS C&TIS KeV1ew H TO complete d' o FLASHING TURN 3" UP WALL ith the 20 D FBC 7th 6.6 AT WALL AND ROOF INTERSECTIONS. for compliance w r pX23p0 RAKE WALL HEAD WALL RAKE WALL { by Debra Anne Kla 7.7 AT BUILT-IN GUTTERS. rl- ROOF TO WALL -STANDING SEAM ROOF TO SIDINGTHESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL f WP 14 1„„ _�,_�WP 15 FLASHING AND WATERPROOFING METHODS TO BE USED. C/) Cu t� °' 0 as � CU o 4-- 0- � Q O U L O L N Cu 00 ' z i z J a SHEET NO. WR-1 280 Q a v w 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 COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 3"=1'-0" 3"=1'-0" 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 SCRE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASH CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKIN COUNTER FLASHINi PAN FLASHING 6" M ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN CONT SELF ADHERED FL TURN 3" UP BLOCKING — TILE ROOF PER SP 2X NAILER SECURELY FASTENED TO DECK - ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION Ag -RESISTANT MATERIAL HEAD WALL ROOF PER SPECS 4YMENT 3LE OVER 3E IEATHING N 3E FASCIA HERED WRB TO OVER WRB ON !LOW 1M BRAKE METAL WRAP kCKER ROD SLANT 'J' MOULDING 7F BRAKE METAL ON FRAME - 7/8" >AND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN RAKE WALL WP16 WP18 FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A N PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. "O > �, U WALL SHEATHING PER PLAN N O WALL SHEATHING PER PLAN R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED L L 1 SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER N BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE -C CU -p �- PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. V Ca cu STARTER STRIP SHINGLE WATER RESISTIVE N U Ct3 BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM c O HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O Q a _O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O Li- FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE co O `+- Ca COUNTER FLASHING BETWEEN SIDING AND UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� '0 O O FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED cl) O L Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE _E c) 4O E s� LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F-- .a Cn Q FLASHING LAP FLASHING AND TURN 3" UP WALL --,,,OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING PT 1X10 BLOCKING PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONTSELF ADHERED FLASHING COUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE TURN o� PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR " '`' SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE R T WALL - BARREL TILE T I D I N ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. �� 3 =1 -091 WP 17 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 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/AAMANVDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 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. �U` 2 % 2023 \ /W\ Virtual Review Assist. Inc roved completed and appf Edition Ptans Revie "Cewith the 2020 m for compb, Debra Anne Klahr PX2300 F, c w z z J SHEET NO. WP 211