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Home My WebLink About6267 Back Forty LpABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FVR -FLOOR FLOUR -FLUORESCENT -FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GF; / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING IRS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: �A = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER 1 INT ELEV NUMBER C = FOOTING CALL OUT -k:E:: SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER l ELEV NUMBER A9 ARROW SHOWS = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER 1<--ELEV NUMBER SHEET NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 -ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARsm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURALNOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS RECTum tIiV MAR ',1 20 MAR 2 5 2023 \IRA Virtual Review Assist, Inc. plans Review completed and approved for compliance with the 2020 FBC 7th fditior by Debra Anne Klahr PX730P NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. X ^V^`) p L0 W L NO q U �M� tM') t N V -0 a � 2 M `p 2 8 o LL o O Q L N V w O q 1 i CD E � F c a 0 LLI vi w p I- w w W0¢ 2Zz¢ Y W O Q U <UJ Oo-c�`Zmoo�Q - a. C1 00 �Qaozle0:!z'�pW��a LL ¢ 0 F LL J N N O N 0 N O O O fV OW = O Q7 l0 O ro O Q (f) J � U0 LL afyi Q U Q 00 z3: L,J ..J CD .0 d' N N 0 Q LO N LO 0 0 LO �t z w 2 0 0 w 0 z O 00 M O 00 ao N O O N r r r N 0 0 0 0 0 0 0 O N N N N N N N 00 N A N O r r i r O G O O N O o 0 0 o r r o c 0 1 L Nj o o O o 0 1140) r N 0 LO c0 ti 1 z LO Cow o -z owu� � Wu O Q Uo�o �Q .� O�LQ L{') -0 z � �' < I"-m0Z =F-=z LD �Z � J a 0 2Zof rl f2 z z oO >_�a- �O Zz T� <0 Z U U a O 0 M� F W1z z Z J LIJ co N O LAST PLOT DATE Dec. 15, 22 z 0 COVER SHEET J ^V^`) p L0 W L NO q U �M� tM') t N V -0 a � 2 M `p 2 8 o LL o O Q L N V w O q 1 i CD E � F c a 0 LLI vi w p I- w w W0¢ 2Zz¢ Y W O Q U <UJ Oo-c�`Zmoo�Q - a. C1 00 �Qaozle0:!z'�pW��a LL ¢ 0 F LL J N N O N 0 N O O O fV OW = O Q7 l0 O ro O Q (f) J � U0 LL afyi Q U Q 00 z3: L,J ..J CD .0 d' N N 0 Q LO N LO 0 0 LO �t z w 2 0 0 w 0 z O 00 M O 00 ao N O O N r r r N 0 0 0 0 0 0 0 O N N N N N N N 00 N A N O r r i r O G O O N O o 0 0 o r r o c 0 1 L Nj o o O o 0 1140) r N 0 LO c0 ti 1 z LO Cow o -z owu� � Wu O Q Uo�o �Q .� O�LQ L{') -0 z � �' < I"-m0Z =F-=z LD �Z � J a 0 2Zof rl f2 z z oO >_�a- �O Zz T� <0 Z U U a O 0 M� F W1z z Z J LIJ co N O LAST PLOT DATE Dec. 15, 22 z 0 COVER SHEET J 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) ti M 9 M � A7 S3 a 60 ELEV - 30'-0" XIIF 0'-3 1/2" 12 I 6' X 3' 5'-0" I 5'-2" 3'-2" 3'-4" 3'-4" I 5'-4" � �HB O ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I 2 I B El I I o I CV ❑ I ifl N' ❑ 7'-3" 11'-7" 11'-2" CJ LAV I —_--___ SINK M i1 4 L -- - --- --� --- o 0 o 1 ❑ Ilj 6 LL ❑ i 5'-3 1/2" 16-3 3/8" bo x C) -- � �— D ❑ v I / \ S313 Do ih iI (i iI � I N N oI .� I I I vi II i�1 10 ❑ o II I I I I 11, ELEV. v (_) 0'- 4" vCi _ -- --- a Fr _2'iv ❑ i C/ ' � B I I 1 1 I / CC S3 9'-10 7/8" D II rn 13 00 I I o� 0 10'-8" B 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. 0 0 v 0 O N v 0 J S6 0 v 0 v 9 J ❑ A I ° S3 I C 3'-5" 3'-1" -; 3 HB - � yL — iU � ❑ I o El El El El 11. I 1'-4" 7'-4" 16'-0" 1'-10" 10" 21'-4" 10111) I 30'-0" ELEV (-) 3 1/2" a bo A7 FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-0" NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB O = 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 1/2" DP X 9 1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 30 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK -KITCHEN O REF 70 WASHER 80 W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING AO THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OD MONO FTG 16" x 12" DP (2) #5s CONT. MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and apprQv for compliance with the 2020 FBC 7th Editior, `Jy Debra Anne Klahr PX2300 IN N O N N �. �. o o z ` w w o ,< 0 N w �..__ o z N a) LO - E ' 0 Q� L o M v H M N } t V -0-0- 0 , r :o D 2 0 LL� Q i• U�� •N^, ` ■ w QN MO 7W V L E� ^ 11a a V, w0E- LLJ aF-WUjrzLU w¢ M2_j l:� ZO J O LL LLU00=0 Q U Dd0QQzLLLLOZ20 � �aQ 00 LaWOwwLU Wx<0 a. � <�WOz__< X IL 5CL mU) LLO OQ o o¢Zq�a 0 LL a LL a 0 0 N LU O cn " o U') N z W Q Lf? ce a z ~ Z W LUJ� ko N N O N O i N O 0 O M co � w � T- � O N O O NO r- O N O N CD N CDNO N N N O N O N O O i O O op CDO N M 0 � 0 O 0 O 0 O O N 0 O 0 O N LO i � o N 0 M 0 00 L0 CD 0 rl- � Cr M co Z Z Z O W LU 0 W (1)Q U O Q Voz>o Q �CL Oa=Q 7~ Z ZXF_ =m0Z �z3: Q i-2z � rl �Zz O W O:�gz O M Q M'. US2zz 1,- w z 711. ~¢o L.L ' Z U U � 0 O z Q Z w 0 W M o LAST PLOT DATE >O Dec. 15, 22 . . 4j Z 0 J FOUNDATION PLAN B NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 9'-10" 15'-6" 4'-8" LINE OF ROOF ABOVE 9 A7 CONC. PAD 3 1/2" Co LO SH 35 t HB l� HD AT 7'-4" N �/ 5068 SGD ! i FAMILY ROOM DINING ROOM Co "' 17'-11" X 13'-3" 12'-0" X 9'-5" 0 8'-8" CLG 8'-8" CLG 4'-8" 3'-8" S-11" 4" 6'-9" 3'-1" 1'-11" 2'-4 3/4" i 2X4 KNEE N 6" PLUMBING WALL, TOP �, STACK WALL i AT 34 1/2" - i CARPET TILE REF fV II I KITCHEN II �Il0i%1�=---II 0 14'--1"QQX 9'-6" ''DW li-� 8'-V" CLG INKW/DISPOSAL 3 W o Q ~ A7 2 -- 2068 `N U HOOD/ RANG 1 O (PANTRY aoo � °O (4) 16" i N D P SH w �PDWR RMI Lu �g 8'-8" CLG iv \ � �'- - - - 20 MIN FIRE 4 INSULATED W/H BRIG WALL i - - - RATED DOOR W/ WEATHER STRIP PROTECTIVE BOLLARD LINE OF CC FLOOR � S3 ABV INSULATED BRG WALL 42" H. LOW 'SLOPED 10 WALL ----- TWO CAR GARAGE 20'-1" X 20'-0" 36" HIGH7 CONT. ------ RAILING FOYER 6 --- 5 D RPET ------ 4 S3 I TILE- 3 _ _ _ _ _ _ - LINE OF GARAGE IN n'�li OPEN POSTION iv UP �oIII I I\ I I 1 H 1/2 34� AT 0oLA-4' M"42'-9" .GLAS 16070 V-2" i - ENTRY -- 8'-8" X 4'-4" i LINE OF i STRUCTURE ABOVE 4, 7'-4" 2'-8" 16'-0" 2'-8" 8'-8" 21'4" 30'-0" 9 A7 FIRST FLOOR PLAN - ELEVATION B 1 /411 = 1 '-0" 7 5/8" B S6 HB J 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 9 A7 STOP AT 18'-0" IL 0-1 2'-10 3/4" Q SH 25 HID AT 7'-3" EGRESS (V I �o �- � I N (0 M N Co O N Co N _ N r OWNER'S SUITE 14'-7" X 12'-8" 8'-0" CLG 30'-0" 27'-1 1 /4" DRAIN � LINE OF SHWR HD \ 7: ROOF & VALVE -BELOW 4 16" DP SH R&S ----� - 2068 BF W Ir tr �6d' OWNER'S BATH 2668 v 54" 5'- 7/8" 6 - A7 FLR 00 LINE N 04 TB l— I W.I.C. U) 000 00o 0s WATER - CL SET I S & R TAP (2) 2068 BF R & S LOFT 14'-7" X 9'-1" a, I 8'-0" CLG AHU Q A/C RETURN I UNDER DOOR S4 Cl) N ~ _ -1 = 4" K, 4'-11 5/8" 3'-8" 4'-10" 1'-2" 2'-11" 11" 3'-4" C14A dam' W/S AT 2668 60" AFF 6° v - -- - - �N --- - 22"x36" 8" CO 42" H. 16- UTILITY( D 2868 ATTIC ACCESS FRAME N LOW 15 --- 6" ALL JwLO WALL WALL 4 8 A7 42" H. USLOPED V W DRYERr\ji , LOW WALL - VENT2668 Fr 10---- - 7HANSEN BOX 2668 A3 OPEN TO ----- `v' BELOW 7 H. 6 CO CONT RAILING z --_- - 4 Co M di�13 ti o0 i 0 I I� til I ' I , co SH 12 34 o HID A 7'-3" 8" FRAMIL WALET_ i 4'4" 8'-8° 9 \7 R&S 1668 \ (2)) 2068 BF 4) 12" SH CID N BEDROOM #2 10'-11 " X 10'-0" 8'-0" CLG - N�co �W U�(D =W 2'-10 1/2" 2'-10 3/8" V-3 1/2" 4" 0 WALL j BATH #2 7 A7 TB TP--,. R&S (2) 2068 BF BEDROOM #4 BEDROOM #3 9'-10" X 9'-11" M 10'-0" X 11'-1" 8'-0" CLG S6 8'-0" CLG TYP. / \ 4" SH 25 FRAME HD AT 7'-2" SH 25\ / WALL EGRESS HD AT 7'-2"- EGRESS 5'-2 3/4" 10'-8 1/2" 5'-4 3/4" 21'-4" 30'-0" SECOND FLOOR PLAN - ELEVATION B 1 /4" = 1'-0" v co t1') 0 N v O N A 3 m 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 2'4" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) ❑ STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE ❑A 16 AT 7 9/16" 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) MAR 2 5 2023 a Virtual Review Assist. Inc. .'fans Review completed and approved compliance with the 2020 F8C 7th Edition by Debra Anne Klahr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O N n N L0 O 00 \ r Z Ld W D' 0 z Q SIN, N L0 E o W LEE10N c) p - 6 N � � Ln r8.. V m M r om 2 o0 T11 -2-go •� 0 o Q U O ua CLN C: 7W V L 0C. 0 a V� LU W ) ow wow w~ Q W X Y Z Of Z LL U Q Q F QLLJ �X Jm0>00LL002-i� QN ZLL ii_Z� J ° �9_OZpo oomoz I-Q Z=) U O O U) O Z ��CL�ZujW Wz- 5X _1 < Lu °—�?WZ��°a U_ pLu H WZ O 0 ¢ Q Q ,La o �aILL a [N Ow �- Pc�n�o C M O Q U0 M � 6 N CL a ,-I-I z (— Z W Jo N N 0 N 0 o O 00 M CD M M 0 0 NO 0 NO � O O N O N O N N N O N CDN CA N CA O i O 6 i O i ob O CV T--N M i co 0 � 0 CA 0 CA 0 i O T— O T— N o O 0 i N e- .— 0 N 0 I cM 0 14 1 0 6 0 CO 0 r,� L M Z Z o vV 4-1 w owv) U Q O Q Vo�o �Q ~ 0XLU �Q g �F- LU 0 =O=z �z�� Q 0 >-2Z � T� Z Z W I� 0 z O 00 U�ZU) Z � �Q0 • � Z g U a OU o M� W � Z Q Z w W ICY) O O LAST PLOT DATE Dec. 15, 22 z O 1ST & 2ND FLOOR J PLAN B 11 I I I _ I _JI_ I I 1 " 1 1 STAIR SECTION 1 /2" = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 E 10" r1" NOSING RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD (14 STRAP EACH SIDE) CENTE D W/ (13)10d NAILS AND (8) 1/4" X 2-1 4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU " CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN W O z W W U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. MAR 2 5 7n-7i Virtual Review Assist, Inc., Plans Review completed and appI4ved' rof compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N LO 04 N Ff' ° J LO co �j z cWC r _ W Z V) W (1) L N E W L L'0N (e) � 6 Ln co V M 2 .o 2 8 0U_ aQ s U � .N t3 V w Q� 00 E� W L m a W �~LU WQFLW o Y ZF LLJ ZW x �QN(D QQ H Q� JONtL00L <aWZ�OZmollF- a O ¢ U Q O wOROO000Z V5 it< aiwF-zLX0WQ_j w0zO0C Oz Q Qw6M0¢H oaZ LL ¢Ow �LLIZ§< OQ =LL O O�¢LL a O O r*4 OW O 0 `M O d J LL Q LU Ace >_ Q Q O z � I— W WC:) J N N O N i O i N O O co co � ao � CO T.-N 04 N N N O N O N CD N CD N 0 N CD N O N O N O O O �- 00 N M 0 r' 0 O Co O 0 O O N O O p N i N cM v to CO ti a- M CO (f� Z z — z O wU�> owv) O o Q' 20 � Oa=Q LZ ZLU~� =mOz Ozw Q LU ZWt-i Z z W i� 00 O UILZ� gI z O Z �Q0 ■ �c z g � OU o m z A3Z z W J LLJ M o O LAST PLOT DATE Dec. 15, 22 z O J DETAILS w -v FRAMED BY BUILDER 26-J" 2'-0 3/4' ao M CN 00 r- W LL FT5 F r)01 LL BEARING HEADER TB _— ' \FC'A \ rA , __ _ BELOW II II II II II ------- ETS II II II r CD FT7 j11L,q1Z11A,L INT. B Vl////.a /z// /xvl//� ARING WALL CV FT7 SEq ON TOP OF FT3A II LINE OF FLOOR I L_______ ABOVE I (-------- II II II J I' >Q I I > z II w II m II �I H II z_ C_J A. f O BEARING WALL LL - 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" W C� LL SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /—T11 = 1'-011 0 N v 0 00 0 00 0 n l 1 30'-0" U U U U U U U=1016# A5G U=1016# A4 A3 HIPS FOR FRAMING (GIRDER NOT DROPPED) A2B A2 Q rATTIC A2A A3 _z_ A4A DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) = 1302# A6G W I? MVK4 6 B2 M LO B3 B4GE 8'-8" C1GE 21'-4" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /4it = 1'-011 Total Truss Quantity = 93 �I 16 21_OH 11'�ICAL 51 5�TACK CO�N��5�1" �AC3��ING ANb 5FACIN6 0 CJ CJ 0 ti CJ r? ro LNG, PACK FOP CONNPC110N /N8 CJ1 U 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: o ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS 0 00 NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: v MULTI -PLY GIRDER CONNECTION. EN 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 12 5 2�& H��L.- 4-1/16" 12 0 P�uMr� cur X O 00 i -0A 16 2',011 1YF I CAI, 7' 5� 13ACK CO�N��5�1 �VFLING ANb 5FACIN6 MAR 2 5 2023 Virtual Review Assist, Plans Review completed and a roved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 HANGER CHART A L = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) \ = HHUS46 (SIMPSON) Labcicd FrJ Mark ATTENTION I DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' Span or I ss 30' to 60' Span Spreade Bar \ 60 degrees y or less Ir 2/3 to 112 I Ta line span approx. Ta line span approx. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF" DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE ,SHOWN ON ENGINEERING. 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 12/7/17 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 RC01 REV. FLOOR BRG. JRH 3/4/2020 RD01 REV. FLOOR SPLICING JRH 8/6/2020 RE01 UPDATED FOR LCA SHM 1/15/2021 RF01 ENTRY TRUSSES INTO LEDGER JTH 7/30/2 LOAD# DESCRIPTION INIT. DATE RF01 RELABEL ADD 7G4 MAW 10-22-21 RF01 DELETE PROJECT 7G4 GSB 2/22/2022 RG01 REV. SPACING JRH 08/22/2022 L6j�� CARPENTER -� CONTRACTORS �- -- OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX; (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/B CCA PROJ/MODEL/ALT .7A2/ 1871B ALT DESC: OTC LOT BLOCK : DESIGNER PAGE JMD DATE 1 07 01 2015 1 LAN# SCALE N319839R 1 4" ' =I ,'. ao ,A LO Q t W o •` W z Q N ^` A, O U-) - W N E > � _W L p M -v N M N j.. V i7 w u a o a LL S o Q •N rU00� LU Qry c N V 0 E� LIJ W w Uj HUJ Q Wg_j W9QYz WW Z QS2J"1O3":W", UO,0--�O Q 0 p��OZO2200m0ZQU �Oa.�zYOZzU-o< a U) Z a. ¢�WOg��-�womoCL LL OW o 0 oy¢q�¢ O O N OW CD��pO ro O Lf) Q J � LU CL a ,M-.i 0o z i— z WUJIC:) N N O N i O i N O 0 co CO T- CO V-- O r-- O N O O O O N O N O N O N O N O N N O N O O O — O Op Oi N � M CDo c N � 0 O 0 O 00 O O N 0 ' •L CV > 00000 N M ' LO CO . ti Lo 1 0 Co() Z z _ z O w � W W Q M Q 2DRO Q -0 Oa=Q =ca0Z Z 3 W Q 0 �2z � rl �zz LU oa2W >_ O 00 (0Zcn z �„� Q o • -1d Z g U 0 O O 00 o' z Q Z J Uj M o O LAST PLOT DATE Dec. 15, 22 Z Q 2ND FLOOR ROOF ,J FRAMING PLAN B ROOF FINISH PER 12 125 ELEVATION ROOF SHEATHING — MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL - 8" TRUSS HEEL a6SOFFIT 3/41f— 11-011 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL FFIT DETAIL 4/4 = - 6" 1" 4"1r ... o w o iw EPS cv FOAM iv BRACKET DETAIL 8L 5" 1" 3r, ve C) CID� o200 r EPS iv 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. METAL DRIP EDGE (S) A23 2X4 FASCIA ALUMINIUM o' 2'-0" WRAP A23 ALUMINUM SOFFIT (�(S) _PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" DETAIL 8103/411SOFFIT —if-Ofl PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED <V o o 0 0 0 8" LEDGER DETAIL 11 13/411- ' ELEV AT 18'-0" T.O.P. 3/4" STUCCO --� 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" 1 ST FLOOR FF CASING BEAD W/ — WEEP HOLES OVER FLASHING SHINGLE ROOF 12 5� CONTROL JOINTS, I Cl) �U fV = 9 AS.B WEEP SCREED ASSUMED GRADE FRONT ELEVATION B 1 /411 = 1 1-011 6 12 CASING BEAD W/ 5.B 51 WEEP HOLES_: OVER FLASHING ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 410ONTROL OINT ELEV AT 8'-8" TOM - JOINTS II B - z_ �- r; 10 o w 7/8" STUCCO Z� _ - ON FRAME WEEP A/C UNIT SCREED AND PAD - r; 5/8" STUCCO ON CMU ELEV AT 0'-0" 1ST FLOOR FF GRADE LINE REAR ELEVATION B 1 /8" = 1'-011 7/8" STUCC ON FRAME ELEV AT 18'-0" -� T.O.P. ELEV AT 10'-0" 2ND FLOOR FF 2'-0" CONTROL JOINT 5 18'-0" 12'-0" 11'-0" - z_ �- F_ w CONTROL _ _ __ _ JOINT __ ELEV AT 8'-8" _ - - _ - - - _ - 5 T.O.M. WEEP "IIA/C UNIT SCREED 2-0 AND PAD r � ELEV AT 0'-0" - - - - - 1 ST FLOOR FF G5/8" STUCCO GRADE LINE ON CMU A RIGHT ELEVATION B 1 /811 = 1'-011 6 12 7/8" STUCC 5•B 51 ON FRAME ELEV AT 18'-0" T.O.P. 1'-0" 12'-0" 13'-8" 12'-0" ELEV AT 10'-0" M Z = 0 2ND FLOOR FF ~ - CONTROL = "' CONTROL JOINT JOINT ELEV AT 8'-8" _ _ _ _ - �� T.O.M. _ WEEP A/C UNIT 2,_O" SCREED AND PAD - io v - ELEV AT U-0" 1ST FLOOR FF GRADE LINE 5/8" STUCCO ON CMU CLEFT ELEVATION B 1 /811 = 1'-011 CASING BEAD V 7 WEEP HOLES 21 1157A OVER FLASHING 7/8" STUCCO ON FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X 1"THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU 19'-0" MAR 2 5 M.1 k Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne III PX2300 7'-4" 1. T-8" — — — — — N S-Cop ET.,1_�F — — w 0 - 4'-0" OFF cJn iri RIDGE ROOF VEN SLOPEUlu SLOPE �_5:12 5: 12 w ON I � — — — — <SLOP2 5 102P " 5.1 OPE L CD r rr 1 -0 1 r_Orr'�Tf 1 ROOF 1 - PLAN B 0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION , SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE, 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 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 SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� 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 N N 0 N LO N LO 00 LO i Q z \� x1 .r, x O S CI Ix z Q L0 - W L- u co N } M A� 'C 2 8 E 0 2 0 *V% U w QN N 7� V o E � a � wWI /V uj uLCy.nL ❑w I§WQZ1 Q of Z OQQ YoJ❑ Q �LL � O QOR-1wx 2RO❑FJ ZL0 J❑nOC 90L200m Q CZ U Z (1)W1WvWilI¢D z FQp1�o1WO O�U' � QQQ00Q QQ O b O O N OW III U) = O >LI)COO O n Q ILn J a >- a Ln Q Q O z � I— Z W � o �O J N N O N O N O O 00 M mooa0000� r c— N 0 N 0 N 0 fN O CV O N O N O 1 O O N W O O O 0p N A 4 0 � 0 6 00 6 � O O N 0 O 0 O ' N,^ , L > O N O M CD 4 1 O CO CD`l f- Lo 1 0- M () Z z O vV w0�> owv� O 0 Q VI�a L z Z�� moz r� �zw Q Z>ZW Z Z O 2 0 W U Z Z �a0 � Z g U a 0U 0 00 tr Z Q Z z w J UJ co O O LAST PLOT DATE Dec. 15, 22 Z 0 EXTERIOR ELEVATIONS & ROOF PLAN B A/C DISCONNECT WP GFI ELEC METER LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /4" = 1'-0" SECOND FLOOR ELECTRICAL PLAN (ELEVATION B' 1 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO 7HE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. MAR 2 5 2023 'V Virtual Review Assist, Inc.'` Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 771 co SWITCH 4 1/2"— DOORJAMB DUPLEX Co OUTLET c%� TRIM o BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ_ S SMOKE DETECTOR 1 '-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE 6 STRUCTURED WIRE OUTLET E SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —L PUSH-BUTTON DOORBELL �A CLG MNT LT FIXTURE 'B CLG MNT PREWIRE - FIXTURE BY OWNER -4- SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE USEDIF C 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL ,F CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O 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 &T24 :aii 24" VANITY LIGHTING 36 _� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR 0 CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION I ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER C THERMOSTAT TP 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. t� N i'0 W L o U !� co L' v VI O -0C) u a 2 v to Do 2o s U�� •^N^`` U LV QN 7W V L 0 E c ^ 0 a W w W o w LU w�~¢ x�_j x�YzW Z �O�JQO¢�QwU00�0 12�Q V Q cy x J Z i 3 0 Z 2 0 0v)x90ZoR00mZz 0 H Q Q p O 0 O Z ��ajv�wwF��W<0WJ H� Z LLJ Q O W OLLJ w 2 U O Q p Ox o oQz Q� ¢ ,L¢ O a O O N LU Go C:)�+��pO `M O) J LLL z L10 < LLjZ � d a .M-•i I— DD W W J� d' N N O N i O 1 N O 0 Oo M co c- ToT-- T.-� N NNN O N O N O N C) N C) N 0 N O N O N i O i O � O i Ob OCD N � A i � O � O O CD O CD i O O N O 0 0 N0 L ! i N 0 M 0 'q 0 U-) 0 (0 0 I�_ Cr 000 Z Z 4_0 wU oWo 5; Q O Q Uo�o Q OW=Q LC) -0 Z. Z LU P co O z V Z J a 0 � nzIx Z Z OCL >_ W Z r-I. Z ¢ p Z U � OV MM0 W o: Z A6 Z z w J LU M o O LAST PLOT DATE Dec. 15, 22 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN B A. o0 b0 19 I 9'-9 1/2" 1 1/2" FILLER T-6" 2'-6" 3'-6" 2 FILLE PANTRY I 2'-0" SKEWED KITCHEN 1 /2" = 1'-0" HOLLYWOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH--\ / 3'-6" 1 1/2" FILLER \ / \ / 2'-6" 2'-6" 1" FILLER ( :: 1" FILLER 5 OWNER'S BATH 1/2 = 1 -0 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. Y 2ND FLOOR FF 1. M HOOD 4" BACKSPLASH-- N io RANGE \ / op N ih 0 b CV M 12 5 2'-6" 3'-6" 2" FILLER SHWR HD VALVE J LINEN CLOSET I I I OWNER'S II LOFT SUITE ELEV AT 8'-8" _ T.O. M. LIVING KITCHEN ROOM ELEV AT 0'-0" _ 1 ST FLR FF SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR 5'-2" 1 1/2" FILLER 3'-0" 1'-9" 2" FILLER 1 1/2" FILLER (V 9 / PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF i 0 i I 3'-3" V-9" SKEWED 2'-0" 2" FILLER KITCHEN 1 /2" = 1'-0" CV i 0 M CV OPEN TO 4 DINING ROOM � A. DW Co 2'-0" 3'-0" 2'-0" 2" END PANEL 3 KITCHEN,ISLAND 1/ 2 °O HOLLYWOD STRIP LIGHTS SHWR HD WALL 30" HIGH MIRROR CD CV 0 4" VALVE 4" Co o 00 BACKSPLASH 00 v SPIGOT- 0 O \ \ o LL 3'-3" 4'-11" 3'-0" 1'-6" 2'-6 1/2" 2'-9 7/8" 4 1/2" 1 1/2" FILLER OWNER'S BATH 7 BA�- #2 1 /2 = 1 -0 1 /2 1 \ SEE SHEET ST \ FOR STAIR DETAILS \l PWDR BATao Lo F1 cio UNIT'1871' - BUILDING SECTION 3/16" = 1'-0" 0 Co WIRE SHELF ::� io 0 "HANSEN" BOX 220 VOLT WI---- ----DPI 14 1/2" X 16" DRYER VENT RECESS 19 � I I I I M I I I I I I I I I I I I I I I I u I I I I 8 UTILITY 1/2 2X4 WALL TOP AT 34 1/2" I 4 KITCHEN 1 /2 — 11-011 MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th fditior. by Debra Anne Klahr PX230G M m v N O m U A� L U cc, 2 o JT _p o •� Q lL O Q t U `0 Q a- •N 4t LU QCN V ^` W 0 L p E� m 42 CL n/ w/� LU °w LU � Wow W FLQ �� W � zx Z Q rg Q ZXlL-z m J Otn��OZ0 00mZz I-¢ U (100 Cn 0 Z LE, -,0a>zYOZzLLoW0 <LL o<_LU a �_�Wo�v°¢ OQZ�¢ U_< O LL. a O N Ow > U') C:) O O Q U J V) LU4QUi a G 4 z 00 I- z LUo W N CV N O N O O O MCO 00 00 O O O r O N O N O N O N O N O N O N O N CA ' r O r 00 O CV r- C7 CDr N O O O O O O O r O r N 0 o a N� L > r r O N O M O O 6 O CO O f-- Lo � MI vJ z z W WowU) O O -0 _U�EE 00 �-0 z z�� = Co O z (DO w Qz �2zxr l azz � N �-32z O 00 LOz `) Z �--I Q O ■ Z U U � 0 0 m z W LU CN0 MCN � cD LAST PLOT DATE > Dec. 15, 22 z 0 B - INTERIOR J ELEVATION STRUCTURAL NOTES 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 EXAMFLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 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 OF 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1,2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2,1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2,2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2,2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES 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: 14.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSi Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-0" away from the building side walls. 3. Irrigationls rinkler systems including all risers and spray hea�s shall not be installed within T-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 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 a". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOP, OUTLETS, SWITCHES, E TC, 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. MAR 2 5 2023 'Virtual Review Assist, Inc. Flans Review completed and approved ,r for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CNI - LO LO C14 N D00 ?? LO it LU O W Z V) ° `n E i 10 W L o M ai N CY) M « %}� C: :E u ��g og o m Q .ems w�^ �4t V Q� n` 7W� }L�� 0 m V V 1)° -o LU ❑Ll W ZvW° W Z WH1L10 WZ�ULU �JU)O� W 0 Q 1- 0U0 �OXJZ��°Z OQ�Q�. OWE92ZOW00M Z U 0 cn Z _jOLu a0ZYOLu ZZ,.L0 aow°gl`��-�wo�c��a LIL 0� s oQZ9a u Q 0 H QLL 0 0 N O_w o Q to CL J Lf) w Q Ln Ce CL rl U Q Q 00 Z W �o l0 mi N N O N i 0 i N O 0 00 M (0 CO CO � ID N 0 � CD N O N O N O N O N CD N O N O N CD- O O Op O CV H A O CD 4' 0 CD O CD O CD O O �- N O 0 0 L"_ �' i 0 N IM 0 0 It CDO t.n O CDN ti Cr M () Z Z _Z O vV L Li 0 W U) U Q Q Voo Q OWWM z ZWF- � t� =000Z H Z LD Z 3: J !-�ZW TI �ZZ LU 0 d 2 W C)Z Z U) TI �Q0 Z J U U 00 m Z SNO a Z Z ILU W M 0 0 � / Q O LAST PLOT DATE Dec. 15, 22 Z Q STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT, METAL LATH WALL SHEATHING II I X a .:. I 11'f I a 16GAx1-1'',2" LONG (3,14�:"- , �.RO .t�'," I I IAA . i I '1-1 ,,,, ", BET'��'EYEI' STAPLES (& 6" O.O. L�EF€T _ [ - 1 2, LONG t34" STUD, (NOTED THUS _, - OFI:SET I I I CROV,,N STABLES 'd 5" STAPLES BETWEEN STUDS AS SHOWN mom__- _. .-d.m..... _ _--a_z � �, _._ ....._® .._.. ,.. — O.C, tiIER7 INTO SL) INOTECE THUS..--{ METAL LATH ATTACHMENT DETAIL REV 09.24.21 SCALE: 3 4" = 1 -0" `DETAIL EXCEEDS THE RECUIREMENTS FOR FBCR 703 7,1 LATH. "ONLY .APPLIES TO LENNAR TPkJAX: 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 O — O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS - 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (Z) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + t + + + + t t t t EO t t + + t + + t + + t + t t + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" Two 3/4" wood panels or 2 x 5000s 1.8/1.7 wood panels 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 5500s 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL FILL CELL STD. 90° HOOK BOND BEAM U) W 11 ... ...... 71 Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR--\, I OOC #5 CONT. FROM 17, FOUNDATIONTOHIHIGHEST r— BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" ma gap x. � 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 �I' 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8' 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 coh imn W/ ina�z N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for approp:late details in One 10d box areas=20 of high or=20 sinker lateral load, nail each side at bearing. Squash block / (2x4 minimum) __ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges DOUBLE JOIST CONST (Not required if both load Filler bl 1/8" gap Boise Joist Blocking J for each lapped joist. Odnails 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) El higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blu 1;:;T ocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. (0 CD 6„ A 1Y2" ROUND HOLE MAY 6" 6". DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 — 5 6 8 �._ ._.. 9 10 Any 16" joist Span (ft) 8 -10" V- 1 2`" 1' 2" V-3" 1'-3" 1 -11 2'-4" 2"-9 3, 2,w , 7« 12 V-0" 1%1' 1'-2" 1. 2" 1, 3„ 'f 9„ 2'-4" 2`-1 "3` 7~ 4'-2" 4 9" 5-4" 16 1' 0 `-I" V-2", 1' 2, 1' 7" 2-5" 3'-2 3'-10" 4%9>" T-7,. 6'-4" 20 V-0" 1' V' 1,-2., 1' 2" 27 0" -t?" 4'-O' 4'-10" 5'-1 1" 24 V-0" V-1" V-2" V-3" 1 2'-5" 13'_7" 1 4'_9 ` 5'--10" T, 2_„ 8,-4„ 9,�„ 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s-" 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC vJ/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE ).0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION C Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC -PENETRATION SLEEVE THRU STEM WALL a a .. a A I 1 4. — — — — O° ��I I I I • I I .. —I I I I II _III-1 I I=1 I I -I I�-I 11 TI I_ FINISH GRADE I I Backer block (12" wide min.) �I I II II I I I I II I I I 7., Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEMSEE PLAN FORe •°" FOUNDATION INFOd' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE . Q. REINF. SEE PLAN 1 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S, 1111-1'T ��J 1 II� L-___ �— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION r PLUMBING LINE TOP (2) #5's x 4'-O"—\ ------------- - - - - - - - - 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 . : I —� ---4. d —�•— n— °a. of ca G _ a a SEE FND. PLN. SIZE & REINF. MAR 2 5 707.. Virtual Review Assist, Inc. Plans Review completed and approve 'for compliance with the 2020 FBC 7th Editior by Debra Anne Klahr PX2300 N N 0 N N �,�•, LID CIO L0 C. Q ZC'. LU q V.j W ,Y. Z /N 0 o so o U I ` %`' MIq N M co °4� .� to -0 f coc r o S o OS O Q V OM a W ow Ui WOE W 20 W N Q 2 J of q~ Z 101<Oi� V Q QJ3 --� oozm_,i LU Z00 - �0CnE(OpToo.2z Z a.>zY WOg�gwon � OU¢Z 0 ii�O �U O Q o =C < O ��u_ no 0 0 N 0w I- O O Q Lr) J W Q Ce 00 zV~ W W CDC:) l0 d' N N O N O N O 0 M coaoaoOOO� r r N C) C) N C) N C) N C) N o N O N CDN O CN O O ' O — O — Op O CV M O CD 4 CDO 6 6 O O � O � N CDC C)O 0 N ` > — CD N 0 CO 0 -ITL(� 0 0 C4 0 ti CO (� Z Z o vV W � fn 10 O Q _V��o I-- 0 o LU nQ- LU z Z F--co0Z tz J Z 3: z Ti Q. Z Z Oa>- >_ CDz 2 , Z Ti�QO Z0 U MM0 W ZSN1 z Z LLI LU IRT M 0 O LAST PLOT DATE Dec. 15, 22 STRUCTURAL Z Q z J DETAILS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV @ X UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED D °. PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -III-III-I I -I m D I I -III -I I- I I i=1II-III-III I ° II III=III=III-' 1=III=III-III-I � � I I-III=l=III i ,I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. III �I ICI I I=1 �= I 1=1 I 1=I I 1=1I 1= I 1=III �I III �-I I � TI-III III -III II=I I HURRICANE ANCHOR @ EACH -1 I I�I III IT(I i lII II ITI II I �- 12 TRUSS (SEE UPLIFT SCHED.) W/ g 1`I — Sr (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING SHINGLE 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN 1 SCALE: 3/4"=1'-0" ELEV. VARIES 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 6" MAX FROM END OF 2 PLATE E INSULATION BAFFLE ALUMINUM DRIP - EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. 2 GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT SEE CC/S3 OR It INSULATION PER G/S3 FOR ANCHOR CHART ON FLOOR _- - - 8" C.M.U. TYPICAL BOLT INFO. PLAN (IF NO UP LIFT ON 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) NAILER *SIMPSON SP1 STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.--/' ' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL GG S3 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE C�! 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 24"OC 2„ x6W1.4xW1.4 ATTACHMENTS211 6x6W1.4xW1.4 ° ° A. @) /WW F OR FIBERMESH WWF OR FIBERMESH ° ° ° ELEV. -0'-3 1/2" z 3 1/2" MIN. I d A.F.F. o ° d ._ a 2x4 CONT. ° LL_ d d°°...d a a d a a o z_ ° ° 1=1II=11i1-1'3 1/2"(min.)- 4 CN -I III-IIIr GARAGE DEPTH VARIES 3 1/2"(min.) ° 4 a° I I -I I _III -III -III -III III -III I' (2) #5 CONT, I =11 4" V-4" 8" GARAGE SLAB AT STEP B 1 TYPICAL BEARING WALL 0n STEP Cc� SHEARWALL SCALE: 3/4"= V-0" x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE Z SEE FOUNDATION PLAN °" ° ( FOOTING MONO SHOWN D o' 00 U.N.O. FOR LOCATIONS) FOR CLARITY 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB W MIN PSI MAY VARY PER - MUNICIPALITY. `"' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CV I r L , ° '° - M—J1-lll-i D 00 6 MIL VAPOR BARRIER IIII , D r G IIII COMP. SOIL. 1I = I III `N I (COMPACTED TO 95% -I I I I =III=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS ,z �LN SEE A/S3 OR J/S6 J-I I ITTI I I II„lil „IIIII. FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. III -III -III -III -III -III Z D° I -III -III -I 11=1 11=1 I I -I I� NOTE: g ° III-III-III-III-III=III- N *FOR BEARING WALL _ IIiIIIITiIIII I II Il i 11111111, I T W/ UPLIFT ONLY I I 1=1 11=111 I I 1=1 I I -I 11=�-1 I -I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I i-� -i 11-1 I I -III- III=_=_J I I-1 I I� I I-J 1=1 11=1 11=1 11=1 11=1 I F` FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ' v GRADE 00 _ a • =(1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 11= 11= 11=1 11=ITI=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" r-O.H.D. RECESS CV , a' a, M —I I —`I 1=�� I II=•I I I1=1 a• .. a. r I I 1=1 I .21 0? I:4 I I I- �9 11 � II I : �'.. � ITI I I -1I I a • I —III' SEE A/S3 OR J/S6 -' Till L Il 1i1 I I I FOR REINF. INFO. LT' MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /' GYP. TYPE k @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ JL1/2" (12) 10d NAILS CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS -� 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c "SHEAR WALL" SCALE: 3/4"=1'-0" 3 1/2" MIN. III=1 I Ir '31/2"(min.)- 4" - I -III -III - 3 1/2"(�nlIII=T- _ _ _ =_-1 1=1 P -III i 111 I I I=1 I I-111-I I f I -I I I (2) #5 coNT. I U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP [24"MIN. �.?] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR `I �— D 11 D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksI T D FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] II=IIII1I1 I11 I I =6 MIL VAPOR BARRIERII°° 1I=III—I-_ #5 REINFORCING BAR R 1 7/8 III D : 11=III=III=III=111= r z I I I I . I I I - IIIII I IE =' #5 LAP sPLICF COMP. SOIL. (COMPACTED TO IIIII p m _ — HI =III—�- 95% MODIFIED PROCTOR ASTM �— 11=III=115—: 1 I I—= -III- D1557) III „III ;III„111=, ITI f�''I1I � � I I= 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0101, \ v — _ P ° a d a.. CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" U.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 S F- co 6 MIL VAPOF BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAN INTERIOR CONCRETE S 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT_71 Ed 6x6W1.4xW1.4 N ' �* WWF OR FIBERMESH co d' a n K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U a -III—III—III m a D I;IIIIIIIIIIIIIIII� I p• ° (2) #5 CONT. =1 I I, I 1 ON 3" CHAIRS 8" V-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH ° D II -III -III -III lll—TTT=1T=r r 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° —� SEE PLAN FOR �N " e . TOP OF BEAM &LAYOUT DESIGN a a — — SEE ROOF PLAN c - _ _ _ =d °. ' d a ° .' —IIII-III III00 ; N r� (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO d 2x4 P.T. PLATE s ° 7/16" O.S.B. COLUMN LOCATION 11 -III_ 2x4 #2 SYP P.T. FRAMING w/ ._ 11III�- I I , IJ I I -III , 1 , ,� I' ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 !�"' 8" U)0 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE a Q SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION, W COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 N.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 00 z GRA d ° M FILLED SOLID (SEE PLAN FOR _ _ _ — a SIZE AND REINFORCEMENT) 0J r =I I A. d. I=III==I z w o I TIT °-III-III-I I[ W a. w III=1 I I I 11=III=III- z W /-BRICK PAVERS or SLAB PER p o v -III-I ! W ° a _ _ _ - z COMMUNITY SPECS " — — — -0" FIN. F �- -I = LI-11 I FOOTING -III III-TI I-1 I I -III -I I I I -I I I -III_ U �IIIT.I 111=1 111i11 I I ...T �T , ,Tf BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 AR 2 5 2023 .Vr, , Virtual Review Assist, Inc. X Plans Review completed and approved for compliance with the 2020 FBC 7th E e for by Debra Anne Klahr PX2300 N N O N N LO 00 LO z LU � J' • 9 z ^V) W > O N p W L Q U z-qN d % N V) V 70- .R., M /�� E 'L r p u o�g 98 s Ua^ }< •N W U Q� 0 E T V V Ir 0 0. 0 LLI LLJ 0 LLI to LLI o f- W I-- XgJ ��YZo Z Q Q U �ooQz LU_- oza< O _j0UJ d>U)WUp~U)LL <0 U Z LL.00x Q~w�i��Z�wo�v°Q o � 0¢ ,tea o �QU 20 O CD O� N. �c=n�o CD Q Ln Q W QLn ' -I a>_a00 z � F— W W J � �O N N O N O CV 0 ; o6 CO CO 00 O N o o C) N C) N C)O N N o N 0 CV 0 N O CA N CA o O O Gp N M O1 CD o O o O O r- O N O C) o N Lo ` > � T- 0 N 0 M 0 4 0 In 0 CO 0 P-� Cr 00V! Z Z -Zo L1.1 LLI U) LU ~ C) O Q V�;a = o � 0 X LU LO —0 7LU ` z = m O Z I..� (Dz� Lu I Z -1 Q >�UJ z0 ,--i a-Z z W O_j2z O 00 U�Z[n Z r.-q Q O • � Z g U a OV MMO W Z Z z UJI W 04 M o O LAST PLOT DATE Dec. 15, 22 z Q STRUCTURAL I DETAILS -MONO 12 P) SEE ELEV. 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 —SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE Ix"II 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d I� (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +' . + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE �I PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX 41 \ W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA, EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / ■',■ it . • • •• •• .. , .. _ �7 ■;■ _Ili! ■'■III III■!■ �IiII IIII�' Mimi 11 NINE Milli llii,m'' ■■III lil■� �'Illl Illl'� 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 -BLOCKING (TYP.) PROPERLY. ROOF TRUSS 3� SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. -UPLIFT CONNECTOR (SEE SCHEDULE) O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J EREEMMINN, INNERN, ' " - 1 1 7 W 0 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 SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 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. 12 (TYP.) SEE ELEV. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 1 C ❑ SOLID AREAS ARE STEEL AND GROUT ❑ . ❑ ❑ ❑ SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE INTERIOR . FULL 8x8x 6 BLO K SIMPSON SP2 w/ (12) 10d I WALL ❑ ❑ NAILS AT EACH STUD �V CL \ DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ Ed BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) WALL ❑ ❑ 11O/C FIELD ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD _ L_ MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS �/fl UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. __.. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a e THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° DOOR STOP PSPN516Z w/ (12) 16d NAILS a MOLDING ATOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL. EA. SIDE OF 2 x 6 P.T. GARAGE 48„ SPLICE STAGGERED DOOR �,j J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S, S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON T-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION Tjly� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P M 11 SIMPSON SP4 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR q 2x CRIPPLES @ GREATER HEADER „ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR . INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL 2x STUDS TYP. DETAILS 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 FN�NG ** HOLD DOWN RECESS CONNECTIONS LINTEL NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED ° WITHOUT UPLIFT °d :d INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. SL� • . 7 Miy J G . ' 10d @ 8" O/C ATTACH ALL -' 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. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING ( P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 d TRUSS BOTTOM CHORD OR 2x4 'BLOCKING W/ 2-16d TOE NAILS @ EACH END W U 2x TOP PLATE /V 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. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE -10d NAILS @ 6" STAGGERED 6 I SIMPSON SP1 -BOLTS @ 24" O.C. SIMPSON SIMPSON MAX SP4 SP4 2X P.T. PLATE ° 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. I & NUT OXIED A.T.R. I&NUT ROOF TRUSS ABOVE 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ❑ o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" pq (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) I 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 2X8 P.T. BOTTOM PLATE 5/8"x10 J BOLTS @ 24 O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. MAR 2 5 2023 � I Virtual Review Assist, Inc. Plans Review completed and approve't! for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CV N CN CN s d ac c- LO LO W i; 'e;' _ k .n 4. , j. 1 (] E 1 LLI F> i > W u co V) V 70- 0 M co A, L t 0 W B o0 �= °fig RQ U n, W cO c L O a00 a C] w Uj °W F- Uj W zQ� zwLLJWUj OOO/ U Q Cyx�O ?JZZz-Q"Q Cn096'ty—oOmZz°zo ZLL �a�YO�W� auaz0 J°�z°O CL oW „o a 0� o 0Q<Of Ua o LL w O O fV Ow U) N > cn C:1 o O Q f *) Ln J d a pr; Q Q 00 Z W J O d' N N O N 11 O N O 0 00 T_ N 04 C) N O N CD CV C) N C) N O N O N O O N O O ' O O r- Cb O CV H Ch O � 0 0 0 C� 0 O O CV 0 O p N ` a' > I1 0 041 0 M 0 I 'q- I 0 LO 0 CO I 0 I- Cr M W Z Z U) owv� vV 0�o C)_W �U d �„� -0z W F Q it. < =co0Z LOW;,z TI O_ZZLL W I� Og2z C)Z 00 U(nZz � Z �QZO U V Q_ O MMO W � z Q Z Z W J Uj M / Q O LAST PLOT DATE Dec. 15, 22 z Q STRUCTURAL J DETAILS 1M " 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. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. .� LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST �OS CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS SHEATHING ATTACHED 10dX3" @ 3" 0/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 j 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24° GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION 2 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 51 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP N "' "' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS `D 50 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2 1 1 2 EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS F@IRSTO(4) ROWS OF /C FOR THE (2) 16d NAILS 0/C w/ (2) 16d (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 TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(S:�)I SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING .AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \ 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO � TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d IF >9" SEE 10/S6 WOOD TRUSSES TOE NAILS AT EACH END @ 1 24" O/C (TYP) "L" BRACE TO EXTEND AT LEAST 90% OF WEB \ N MA LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) — MOISTURE BARRIER E ES AND 12" Q.C. FIELD 1/4"x1 1/2" SDS SCREWS TO 11�JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" BOND BEAM SEE PLAN FOR TITEN TO CMU - CONNECTION MASONRY WALL ARCHITECTURAL FINISH OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH (x4 BLOCKING S EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS NON - LOAD BEARING LOCATIONrDB.U.C., SAME NUMBER OF ROWS, SAME SPACING „_ , „ ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" - 1 0 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 91NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj`�� SCALE: N.T.S. S5 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT `--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. �a NON - LOAD BEARING LOCATION (UNEVEN CLIG i(�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" 0'0" - 3'-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �CONT. BEARING .... GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS 111— TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. W c� UJI 0 ;;3. o � 0 z Q w Q o c� ' o ' 0 CY w �� o � ---- —7o o o X a ----w o Li I I w r7] X CL 2 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 REQUIREDZ BOTTOM CHORD GABLE END BRACINC 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W1 DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30 -0 - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MAR 2 5 �023 \11r V h Virtual Review Assist, Inc. ` Plans Review completed and approved,/ rgr compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CV 0 Ni N \ .,_ 0 00 LO r w 3 e 1; € =.i O 0 4) N � E -0 o Q) = 0 CY) ti �� N N N r� � U -0 0 z: y M [ � O O0 2 o 6� 0 ti 0 O ¢ QN 7Q) V i 00E � a a LU Dui w0F W I—Q ag2J Q¢~z0f z Lij W Q U QCy Of (nU_ O(D 0J��zM 0oQD0Qz� 0o_j0 Cy OwyjO�W=OOaWV5 a. U L Z ¢�wOg�WZgwomv 00Q ¢ 0 0Q ¢ �U_ s w O O N 0_W U cn " o O Q (n J Ln LL za Lu a ,M-.i U Q Q 00 7- W �� 1 N N O N 11 0 N 0 0 ao M c0 — 00 — CNJoo N �- O N O N O N O N O N O N O N O o0 CV M 4 CD V- O 0)CA CD O 0 r- 0 CV 0 O p ' •tn � e- �-- O N O co O "t O O O ti CO (� Z Z -z0 W LU (1)O Q 2 =) Q Oa=Q Z zW r Q F_M0 �- LDzz3: a Mz0f _zZ (0 00°a �z - Z T� �Q0 Z U a OU o m z z Z J Uj M o LAST PLOT DATE >O Dec. 15, 22 Z a M Q STRUCTURAL . _J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATION — 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J 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 0 = W/ (4)16d TOENAILS TO TOP PLATE 0 Cn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d :3w LAYER 1/8" 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 W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD, 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M u_ 2 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. w a 0- AT GARAGE CONTRACTOR BASEBOARD Cl) TO CUT BLOCK OR POUR MIN. 250C PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c ,E d .a FINISH GRADE 00 M ' �—III =III —III —I I —I I=1 I f—III III ": _—_00 I _ 6x6 W1.4xW1.4 I II I I I —III —=I I II II I II I I< I I IIII '''°' . a e a. I I 1=I I=I —I .- o I I II z WWF OR FIBERMESH I II I ICI II I I I I IT -III—III—III I —I I —I I '-1I111 III I I II <' IIII�II�II�I�IIIII� TfT III —III - I STD.90`HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 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--- IcT_1 24l�l�[i7�� *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ,TE 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 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2'W" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— ^ ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR 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 g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION, w w _ a O 0 15/32" OSB EXPOSURE 1 SHEATHING -x x PROVIDE BLOCKING AS REQUIRED PER D c SECTION X-X IF ui NOT FULL Q HEIGHT SHEET C Z G FLOOR SYST M /— (2)- 2x TOP PLATE �l BEYOND I 15/32" OSB EXPOSUREI ~ F SHEATHING w = SOLID 2x 'n C BLOCKING @ ALL r"s SHEATHING 0 EDGES (SEE OPENING SECTION X-X IL U C x w x E H 2x STUDS 2 BEYOND. SEE PLAN 0 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AIAI I r, rIiArl^kl MIA^MA&A 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1!2" S 1 /2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS It (2) 8d NAILS @ Y O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X T�7 sFF �o� N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMy" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THAN Y". u) z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. LL O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. Cn O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. a w/ 8d COMMON NAIL J w LL O = O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > Q O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ONmLL � r LL O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Z N w C) LL O MEMBER IF GABLE END LL u LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 4 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS ppXTFFLOOR TRUSS / FNiti °R BEAM DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e: A" 'A W e C2 —I I LTI�=111—III-1 I I—III=1JI Ir (3) #5 CONT. ON 3" III—T—I T—I� I —I 1 I 1 CHAIR W/ 3" MIN. 8" 1'-8" 8' CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. G SEE PLAN FOR REQUIRED — CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH , C: •' . A. T -III=III=III—I I ° ° " . M I I—III—� I I I d.. ° a t IIIIIIIIIIIIIII° II 4 a. I�I,;,III ° (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) 1 (1) LSTA30 (3) 3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7i8" 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. 00 Gi FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 0? —I' r o 9 V m MAR 2 �a Virtual Review Assist, Inc. Plans Review completed and approved for campliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N ' IUD N Lf) 00 to U) a ^ v r 10� LLI -A s ## 0 Lu 0 z Q N A' > O N 0 i,�o�c` �O ? U N cli N .0. Cl) .�. U -0 70- :? % E 'C i p v C§ 0mg mQ �N n, w iD Q CN = Op W L � m 70 C) K 0 o W uj U' 0 w LU ILL~a W2_j x�~Zof z Qax_jca ocn'�op�_j0 Q U Q � aZ1-LL Z�J z < owwwozOW00co 0 Of' (n 0 Z � O a� z y 0 Z z� 0 W � a ¢�WOg<� 2U¢ LU �a o 0 oQZ�ga �aL- C:) O N Ow =j N > C) O 0 `M O Q M Ln m: L LL N Q LLJ Q Ln I:e u Q Q 00 Z � I— W W_j C:) l0 N N O N O N O 0 M (0 r- T_V-1 00 r- 0000� r- N C)CV O C) N 1, IN ? O CV O N O N O CV O N 0) O . O I' r- O r 0p CV CM (0.CA 4 C) C)O CA O O O CV O O 0 Nam, r- cli4000 N M Lt7 (6 U M (� Z Z Wo C)U�� 0 Q ll-- OaiQ Z Lu P ~ r DO 0 Z z 3: n/ 5 Z 0 TI �ZZ 2 0CL>_Lu O �Z Z T �QO • e Z U . a OV O F— m z SR a Z z w J W a O O LAST PLOT DATE Dec. 15, 22 .. Z Q STRUCTURAL _I DETAILS -MONO I I' 1 I 11 1111 1 1, 1 1 111 i L - _ I i I - - — - - 111 1 -- -- - ---- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB (REFER*"2 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CON MAX.8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/(2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 #5 REBAR TYP, ( ) 3/4" PLYWOOD DECKING GLUED c1x4 ATTACHED WALL SHEATHING TO P.T. 3/16"0 X 3" LONG FURRING LONG X 3/16"0 FURRING TAPCONS(T� FURRING (2) ROWS 3/16' x 3-1/2' #5 REBAR P,) . ED A D .C. FIELDBLOCK@ AND NAILED W/ 8d COMMON @tB_ 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED o N3-1/4" TAPCON. INTO STAGGERED @ 16"TAPCON 1x8 P.T. @ 16' O:C. & FROM EACH END w/M.8 a SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1-1 /2" DETAIL 2" EDGE DIST. ATTACH 1 x8 w/ (2) ROWS 8d NALS �' D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND �f '� LO 00 1x4 P.T. & lx8 P.T. 3 DETAI L FILL SOLID STD. 90^ (8) STAGGERED @ 12 O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. �• . � WEB tea ` �# 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT 1L:1 TAL SEAT PLATE . ` Q Z O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL P SHEATHING TO \_" `�, w LU EACH END W/ MIN TO PRODUCT yL DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. TO PRODUCT 2x8 P.T. w/ (2) ROWS 3/16" JOIST TYPICAL 4 ,x'. r,.. O APPROVAL FOR CONN. x 3-1J2" TAPCON @ 16" 1x4 (2) ROWS 3116" x 3-1/2" O.C. & 4" FROM EACH TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRING NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ' ` c -• W 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2 w/ (4) 1/4x1 1/2"SDS SCREWS -•.>�, " � 2x P.T. AS REQ'D MIN. 2" EDGE DIST. O " 2x8 2 ROWS 10dx3 INTO BAND JOIST & 4 1/4"x2 3/4" O " Z 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K•0. BLOCK `Z +5A BUILDOUT OVEP, SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP Q) � > o z,-- SCALE: N.T.S. SS SCALE: N.T.S. SS _N 6. '= 0 q U 3 1N c-) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. M _ V) M w V �� v c) M L p S 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION C - UPLIFT CAPACITY = 805 # FOR 1 STRAP } Q 8 a W/ 1/4 x 3 1/4" TAPCON (1 1/4 MIN. A_A = 1610 #FOR 2 STRAPS FILL 1st4 COURSES •� .- N .0 U LU EMBEDMENT INTO BLK.) 1/4" MAX 2-0 8 CsE ARCH PLAN AND ;� SOLID W/GROUT QN = V 01 E 1 PLY PRE-ENGINEERED TRUSS I �i E iU�.; 1� ; Lirt I; N L cO � 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS E� Pd(. Nr 4 / - _ O a r o BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wJ (4) 1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS - - IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 2x.5UB FAS IA 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) ALUM C%RIF EDGr 2 x 8 45 DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. INSIDE TO ALLOW FOR INSULATION ON THE . `_. =::;' ''r• E=; ,', ; r FE �— - ALUM FASCIA BRACE(S) 2 x 8 BRACE/BLKG., 7/16" OSB TO BE INSTALLED '•'= BOND BEAM OR CAST IN PLACE BEAM ,LL .' }'l t'1 i IM PAIN .. - 1 ' T v TEC ,tl FOR OVERHANGS BETWEEN OVER 1 1/2" �. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I `-- '�: I wl 5f IU"' HEAD _ ION ,-i, y 1 1 ; CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ' '' •. , SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL H EIVEC FE- I T' `+:-)fiF •' PFt w I I '1'_ NT'-,'EN"EC=;�LICy c �rF1T OVERRAN y :A CONNECT WJ 8d NAILS BRACE/ BLKG, ,I,,T .,�..� x4 NAILE-. `C tx EL ,1 �,:Ud1_, PrA. I C _, ,I, N.T.S. �I rc:;l.lh a n ;`ti NAZI ` h; 1 ;(') F' FFv _)=NE R':.=; ,. ;:.. INSTALL WDW, SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL `NIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x s PROVIDE TAPCON WITHIN x -.- i , 3 NAIL:= r,r P- ! RETROFIT WALL OVERHANG DETAIL (NTS) SYP #2 CONT. (MATCH TRUSS DEPTH mLLI2X6 O INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE �. �n T�) �Ir I >r ! �.tTERIa� SP�ty c=a��;`.IT�� .� C4SE0 ! N hE L,1L i3N k s ._ �'� c �! F(. k _:�:i,1F ?NENT- AN D CLA.DDINC_,' FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'M' WOOD () SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / .I_ T D '1J THE DES N :. TEF Ih C )N SHEET SN i - FI- F- 1;, Hr.i� 1 ,�'.•; �k AL -'HA a�i r,I Ihd'. F_ 1 •-:s� _ �� "" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. LU W Q Q W U w Jj a L J � z z o a a a Y o W_ O LL U O w O x J Z LL LL O Z OJ E- cn O_ 2 O_ O m °z U ARCH DETAIL 4' MAX. RAD. USE 1 SIMPSON 1/2" HD TITEN CENTERED w/ ( ) (CENTERED) T APPRIC4 ALi F I -�IVNE r - ; EN L ; - J N,IL �! j' ' ' 24 ' > T 11hJ Eh:1EiEL t•.°ENT I- C'1 o U Uja. c� z O z W V5zw �'ItnCKQ'a J It 0 z o z z `� o a MINA" EMBEDMENT AT 16" O.C. �'Y 66 (--,A a x1rq�: 1 rr ^s+? T.G�LE t1%1x. I r IN 14A4ICtJ 1'_0" 5�_0" U) O Z Q LLJY o w O H — LU Y Q SCALE: N.T.S. 12 r-3TT�FP.1 CQ o ° Z 2 Q JACK TRUSS PROVIDED BY, TRUSS COMPANY OR SEE , . , PLAN 2x6 #2 SYP @ 24" O.C. :. >I_�H F«�..a�� ,� 1�, �.� 4`�x"1:d k3:�� hf. �.�mFLE a3 fi[_H 3�Ra :E �� -- - - -- - - INISH FLO o a o a a ,� H 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION / 1/4' TAPCON 1/4' MIN. B-B ROOF SHEATHING ATTACHED STRL�CTJRAL SOFFIT S F0 � `" ° p E „ EMBEDMENT INTO ) M PER NAILING SCHEDULE ALL �, E ,4 ''• 1 � F 3R ? LI r 11PJ IP. � FFIT� WITH S?4hJS 'AN ° ° ' 2 _p 81, 3 � I' a !%': 1 IMLI S 6 +> :KIN(, JET t ,: ° , #5 BAR gyp. 10° D ° OO BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON O I HE ,rr ;a. NST:ALL 11 .PJ �RII ER1.4 ° CENTERED W/ a ° _ 9 H IN TOP 17.4 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' c ° b o , Iq _ KNOCKOUT / N CHAIR BLOCK% z W U 8d NAILS @ 8" O.C. AT BUCK 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA, END PROVIDE (2) MIN. PROVIDE 2x • CONT. W/ —� I_ _ — — MONO FOOTING •a o ° Q fJ) CD O -" 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6° PROVIDE x VERT, BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA, SIDE BUCK - (1) WITHIN 4" (3) 12d NAILS * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 10d NAILS 8" O.C. _—_ SIZE AND REINF. PER PLAN I — °. AND SECTION DETAILS —I M � a JACK TRUSS PROVIDED BY x OV (2) @ I � 2 x 8 VERT. BRACE(S) LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION MIN. OF ARCH START OF TRUSS COMPANY OR 2x4 FRy TO TRUSS TOP CHOF.D qN ° CLEAN FILL ° ? L TO BE INSTALLED #2 SYP @ 24" O.C. .100 4'-0" MAX SEE PLAN + �FNG + 7'& PLYWOOD SHEATHING + DIRT Z STANDARD STANDARD o pQ. �j a ,--1 PLWD. BUCK + ,.A O BUILT UP - SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. MATCH TRUSS DEPTH + #5 BAR IN ' 90' HOOK N z U TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + BLOCKING AS + REQUIRED FILLED CELL , -, , -, , - ® , -, o s�, v v a, W J 4' MAX. RAD. TO SUPPORT _ , _ A O BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" TRUSS G INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP. + + SOFFIT + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L 2X4 SYP ` s a REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE „_ SCALE: 3/4 - 1 -0' SS EACH TRUSS MONO TO STEMWALL FOOTING SECTION DETAILS N AND METAL ROOF FINISH SCALE: 3/4" = 1'-0" CONNECTOR 0 N GLASS BLOCK INSTALLATION NOTES SEE LINTEL NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, I p A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY SCHED. ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. o AT LEAST 2 HOURS BEFORE PLACING MORTAR. N %CONTACT B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SO IT EXTENDS TO SILL. EXISTING BOND BEAM. 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL PRECAST LINTEL SEE ELEVATION DRILL 3/4"x5"MIN. HOLE SET BAR IN o o cfl ao ao 0 0 0 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE 2X2 #2 P.T. MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. EXPANSION STRIP W/J-CHANNEL SECURED -(MAX.MAX4'-0") � � � N N N N !PLACE o 0 0 0 0 0 0 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION,) DO NOT 20 ga. PANEL @24" O.C. FASTENED TO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT O N I N N I N 1 N N N 1 REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") N o o o � o BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER SQUEEZED OUT. W.W.M. AT PERIMETER 24" O.C. 24" 4 1 6 6 o o cV COURSES TO PREVENT THE MORTAR FROM BEING 1/4 EXPANSION BOLT (2 PER ANCHOR) WHERE THIS CONDITION (1) #5 BARS CONT. SECTION @ ROOF EXTENSION M �" - -- #5x6' EMBEDDED INTO EXISTING BOND BEAM o 0 0 0 o T E) INSTALL PANEL REINFORCING IN EVERY OTHER MOR T AR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL OCCURS TOP WITH MIN. 3" z 0 O IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER SCALE: 3/4" = V-0" SS o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'_p F•F a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE '' EXPANSION STRIP w w U _- NON SHRINK GROUT. N 1^ Lo a� 0 N 0 M 0 d' 0 Sri 0 M 0 � :. , p A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: u M 1 SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x FLOOR PLAN FOR w U 1 U :;: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;;':;:,`_:^ SEALANT P I=III= —T—I I I Ir ° I=III—III— I I- 1/2" NAILS TO STUDS & (1) - / " A ALL THREAD D MORE INFO 5 DI R U_ a - #5x6' EMBEDDED INTO o z z ' PRESS PANEL REINFORCING INTO PLACE, :.:: F.:.',: .;.;: ;: 6" MIN. LAP SPLICE W/ — � p I I=III=III- EPDXIED w/ SIMPSON "SET" v z _ EXISTING FOOTING (2) #5x6' IN CONC. M vV — - O W cn _ ```' ` '`" ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL I=III=III= , ° III=III= ° I=1 11=1 I � EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE a (n M FILLED CELL DRILL 3/4"x5" MIN. HOLE O 4_0 �"� Q LU V Uj U 0 F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP — - GRADE o p ,1I�1 I � SET BAR IN EPDXY '=+�:. O O � � — I--- Q O CL M w ° Q G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: <V ° p `'' z w REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT SEE GLASS BLOCK INSTALLATION NOTES. Z N g • o ° __ 4" SAW CUT ~ = LU LU O Z TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° F- 2 Z SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3" �`' (� O tz w z WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION EXISTING Q I>_ Q w O I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN FOOTING rj Q�„ Z Z w GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. W 00 O J Q � J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL (.0 V d W } Q Q Z K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING SCALE: N.T.S. z T--I z = Q O ~ MSTAM STRAP INSTALLATION OF GLASS BLOCK, g SCALE: 3/4" = 1'-0" O V a 0 MAR 2 5 Z0VIr13 ;- q Z m Q z W Virtual Uj M Review Assist, Inc. Plans Review completed and approve' 101 compliance LAST PLOT DATE Dec. 15, 22 with the 2020 FBC 7th Edition STRUCTURAL by Debra Anne Klahr PX2300 '�"'� Z Q . J DETAILS—RETRO FIT I Wff i ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). anvir.w,v ivi.inci ry �iu� ,vu ,v�w FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED /. DR FT S P 2x4 PT NOTCHED INTO STRINGER AND T7 APCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: ' = V-0" STRINGER CONTACT SIMPSON A LSC EACH STRINGER �vvi v DOES NOT BEAR IN WALL GLUED TO 2x8 F S ECTI STRINGER MUST MAKE FULL CONTACT WITH LANDING I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS ON VIEW "A" SCALE: 1" = V-0" SIMPSON A35 OR \ LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED 1 NAILED SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS i SCALE: 1" = V-0" ;4 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) Ro ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" DR FT S P F-1-C \ I I I 1�1 ] 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING H E SECTION VIEW SCALE:' = 1'-0" 3/4 PLY\A ON DECk --2x8 SYI AND N/ FRAMIt 2x4 DRAF' STOP 2x4 BLOCK C -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 2' 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/a' X 2 a' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP A" -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [STRINGER TO BOTTOM EDGE OF 2x12 / t STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" BLOCKING 0 1 /AIM k oUINO I MUk o I IUIN Ur. I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT TO )ISTS) PSON 10d x u NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = V-0" MAR 2 5 1 Virtual Review Assist, Inc. Plans Review completed and approvpd ror compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N Lo N � i f _ Lo O 00 - 6J,PJ W z Q O Lo - E 0 c o W L o NaCq co g O -6 o t N 0 _� Uj a * C N V I` o E '-; .m a LU 0LLI Uj WOH LU �� q�Yzx Z LL � QU Q I— <S5<- U) �pZLL (�ffn��ZU OZ0W000o LU 0 Z Caj 0 O � Z �UCL y0O _zLL <O— 5 MWoMUoQ 22� 0� o -QZ�Q U_ Q 0 �QLL a O CD N OW 1- 1 � �kDo . o Q Lo L1) � U0 N Q W Q Ln QU<00 Z I- LU W _jC) �O 1� N N O N O i N O 0 M C.0 � 00 -� 0 N 00 N N 04 CV O CN O N o CV O N O N O N O N O CA N CA CDe- O O e- ap O CV H CM O 0 0 ' L CV L ♦ m�00000 > N M 'tt U-) Cfl . ti CO(� Z Z O oWCO � CD 4_0�__ a � W :z LO-0 z z W I- =m0Z Z V Z � J Z 0 TI Q. Z Z Oa�W o W Ln Z Z r,,, m Q O ry • Z U J a OU O Z S T Q Z z w J W N O LAST PLOT DATE Dec. 15, 22 z J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD APPLIED HORIZONTAL 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-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.0B BF12.OB BF16-OB 8F20.OB 8F24.OB 8F28-OB 8F32-OB 8F81B 8F12.18 8F16-1B 8F20-1B 8F24.1B 8F28-1B 892.0 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4750 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 1, 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15 4' (184") PRESTRESSED N R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17' 4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR I NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAMP44941rn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SRU6 BRF6-08 8RF10.OB 8RF14-OB 8RF18-08 RF22-OB RF26-OB RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22.1B 8RF26.1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 15048 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 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRECAST Ri PRESTRESSED U-LINTELS Ca�/►Rrn `""�r� SAFE LOAD PLF TYPE LENGTH BUB 8F8 REIN *. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^=-40rn ''"� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (58") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116') PRECAST 370 490 227 * SEE NOTE 18 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 r8F'1�6�-�61B/OT Lc"C C C 8F16-1B/1T 8RF14-1B/0T 8F8-1B O O O C^Wr 4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE GT LENH 8F8.1T 8F12.1T 8F16.1T 8F20.1T 8F24.1T BF28-1T 8F32.1T 8F8.2T BF12-2T 8F16-2T 8F20-2T BF24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 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 ?.290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-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 3508 9 727 1166 1 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 (161 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914"1151(15 8 15 1732 15 2001 15 530 686 11865 2204 2544 11'4' (136") PRECAST 474 485 798 72 15 1510 15 1749 15 494 599 102838 2053 2369 12'-0" (144") PRECAST 470 9 441 723 51 15 1366 (15 1582 15470 543 92849 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (151 346 559 14 723 14 887 14 1052 14 1216 14 410 420 709 1050 1434 8 1694 8 1954 1 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 761 13 909 (13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404(12)_520 12 631 12 754 (12 872 12 192 303 500 732 993 8 1268 (141 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 (14 1225 14 21'4" (256") PRESTRESSED 142 198 306 (1 393 1 480 (11 567 (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 it 137 221 354 508 681 (7) 861(13 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS lc^ZT-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF181T 8RF221T 8RF261T 8RF301T 8RF6-2T 8RF10.2T BRF14.2T 8RF18.2T 8RF22 2T 8RF26 2T 8RF30 2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 1 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 1 2525 3374 4224 5074 5924 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1 1462 8) 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 °c- J L " > c 0 8" PRECAST LINTEL W/ (1) #5 HOR CONT c BAR & (2) COURSES OF 8" K.O. BLOCKS C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 3 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. J � - L4 L4 J LLLU #5 REBAR AT LU UoLU 0 x ° BOTTOM MIN. (1) Q U- U 0 n REQ'D z �U iO 16 GAUGE POWERS aPWL c Ln CY o " STEEL BOXED Cif a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. Q p w z = Ln - c 7-5/8" ACTUAL 8" NOMINAL WIDTH - #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) -F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT III II BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH) NOMINAL HEIGHT: QUANTITY OF #5 REBAR AT TOP CFD O C ) U UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1'-0" NEW MAR 2 5 28z3 k Virtual Review Assist, Inc. Flans Review completed and approved, c0ffiPbance with the 2020 FBC 7th E' jtion l v Cehra Anne Klahr PX2300 N N O N C) 0 00 :E Q LU 0 r4 Ld of 0 z Q �1N W jLO 0v 0 W �' L. Q <0 o U N M0 ti Ln M •�I�' -0 M AU W � O U o p a: 8 o Q •N wCif < N nW` v � �QCl)v � L V c as LU LLJ W LLI v) W O F- W�< x�J x� ez0r z - LL LLUOL LL Q Q U <�Jv%p�W�JO =OX z0 �0z20OH<�' CY W 0z0a.00M, z U C�0� Cn 0 Z ��a>zYOZzLLpW� a Q�WOg<V-gWp�UOQ 0X 0 � oQz�< U-< C H<LL q O 0 z LU O F- Z � O Q M N U') LL Q W Q Ln z Z W Jo ko Mj N N O N O 1 N O O co M CO .- 00 r- ao ! V-- O N O O � O N O N O N O N O N O N O N O d� N M O � O O 00 O, N M i O O O O N O O0 N ` �' i � � O N O M� 0 0 Ln 0 CO 0 ti LO M (n Z Z owLU LLI 5; O� �o�o LOZ Z LU LU = m0Z F- = Z tz Z � J Q M Z = TI Q. Z ZLLI 0a-g� 1-5 O 2 0 z =Qz ~ O • Z a OV O m a Z z Z J Uj O O LAST PLOT DATE D@69 9.5'C22 z0 I STRUCTURAL DETAILS -j AB I I_ I ' 11 , r 1 '1 L' ) TI 1 11,111111 1 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#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'-O' 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6' 3-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5-10" 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 64" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 N0.4 639 1167 1167 1152 1152 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 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" 174' PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'4" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116strand + 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) 7116strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2)No.3 (2)7/i6strand + 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.5 N.R. (2) 7/16 strand + 24'-0" 228" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL 7 F LOWER LINTEL CAVITY [8x116-P-1 L/1IU] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT-J UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL']' DETAILW&'Y DETAIL'K' 2'-10" 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'-B" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 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 1 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1 1222 1568 12'-0" 10'-8" PRECAST (2) No, 3 2 No. 5 1439 1439 1 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 1 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 1 849 1232 14'-0". 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 1 760 1149 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 (2) 7116 strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 1035 1035 478 936 (2) No.5 20'-0" 18'-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 22'-0" 20'-8" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 720 720 366 716 2 No.5 121 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 1 306 599 DETAIL "H" DETAIL "3 DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL I LOWERLINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH) 1j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) UUO) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'4" 7-0' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0' 2-8" 24" 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 44" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 51-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9' 8" 6 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR A- S -SOLID LINTEL I LOWER LINTEL CAVITY [8xl6-P-1L/1IU] NOMINAL WIDTHJI I `QUANTITY .111111 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 (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 1 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6764 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 44' 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'4- 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13-4" 12'-0" PRECAST (2) No. 3 2 No.5 859 859 591 896 14'-0" 12'4" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14' 8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938(2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1095 1095 551 887 (2) No. 4 17'-4" 160" PRESTRESSED (2) No. 3 (2) 7/16 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 O No. 3 (2) 7/16 strand + 607 607 317 601 2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 524 524 277 526 No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 488 488 260 493 No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 elm TYPE DESIGNATION P - PLAIN LINTEL/ �7 r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [I8xl I6-P-1 L/11U] NOMINAL WIDTHJ J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL V &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 0 10000 10000 10000 10000 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 M10 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 54' PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'4' 10'-0" PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No. 2 No. 177 5 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 1 992 1490 14'-8" 134" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 154" 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) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED 2 3 () No. (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 1008 1008 573 1048 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 877 501 966 No 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 850 850 471 923 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR A? S - SOLID LINTEL LOWERLINTELCAVITY [I8x1I6-P-1L/1IU] NOMINAL WIDTH] J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)UI))L SOLID #5(1)UU10)LL SOLID #5(2)U(1)L DETAIL'DH DETAIL IDS DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0' 2'-8' 74 PRECAST (2) D4.5 WIRE (2) No,3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 44" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4' 3'-0" PRECAST (2) D4.5 WIRE (21 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" 6-0" PRECAST (2) D4.5 WIRE (21 No. 4 2976 2976 2676 2737 T-8" 64 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 7-8" 8'-4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 9 DETAIL "DH" DETAIL "DJ" .t. DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ '�-1 r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8xl I6-P-1 L/1U] NOMINAL WIDTHJ1I J `QUANTIY OF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901,2 & 2107. ( ) 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: 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. T 3000 PSI GROtLD TSOP LEG [PLACED IN EE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7132" STIRRUPS AT 4'-0" cc 60 00(TIED OR WELDED) LnBOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT - (PLACED IN FIELD) 2" 1 7 5/8" TOP LEG BARS: (SEE SCHEDULE) 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1) (1) DETAIL'Q' DETAIL'O'&'P'P' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 134" 12'-0" 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) 7/16 strand + 2413 2413 1338 1474 2 No. 154" 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) 7/i6strand +(2) 1348 1348 753 1330 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2) No. 5 22'-0" 20' 8" PRESTRESSED (2) No.3 (2) 7/16strand +(2) 1023 1023 576 1121 No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 DETAIL"O" DETAIL"P" DETAIL"Q" TYPE DESIGNATION P - PLAIN LINTEL' '''l r QUANTITY OF #5 BAR AT S - SOLID LINTEL I I LOWER LINTEL CAVITY [8xl I6-P-1 L/11U] NOMINALWIDTH] J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20'RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #51)J(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2-0' PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST C 2 D4. WIRE O 5 1 N (2) 0 3 605 4 1 0000 8 442 1 0000 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" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6'4' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 914" 8'4" 8'-0" PRECAST (2) 04.5 WIRE 1 (2) No. 4 2158 2158 936 2036 3 } 1 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE / DESIGNATION SPLO = L.IItl7EL ] F L LI'! mv T [ 18X1I6-P-IL/IL/] wk *L wrIL L WdTf1 G`W AT ko \ H FR UNIT '1871' - 1ST FLOOR PLAN 1 /8" = 1'-011 GRAVITY & UPLIFT SAFE LOADS PLF u II 8 x8 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #51)UU(0)LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 J.;. .J.; .. .J,' *�• .. ."Ij . 4, DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)1. SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 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" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6'-8" 54" 5,_0 PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8' 8'4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 } 1 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION -IM� GRY T S l ATEV [ 8x16-P-IL/IU1 am& Wm j �l L LdII�EL GHI VryAT Ib1111NL IEIfiiT TYPE DESIGNATION P - Pi AN LINTEL/ r' QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY 1 U [8x16-P-1 L/I ] NOMINAL MDTH jjT `-QUANTITYOF BAR AT NOMINAL HEIGHUPPER LINT EL C#5AVITY MAR 2 5 2023 ( j Virtual Review Plans Review Assist, Inca com completed and app�oved pllance with the 1020 FB by Oehra Anne Klahr PX2300h Edition SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81,x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 44' Precast 858 2635 4-8" Precast 810 2459 5'4" 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 1 V4" Precast 132 651 12'-0" Precast 111 593 12'-6' Precast 98 544 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 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O N 04 00 LO '-x Q k W O LLI Z 1 Q V) 0 LO = � W L N v CM v �Ln coV) V C") co AA,, E ' L C p 0 U o LL 8 a U �� < U LU Q N ^V^`) 7W L 0 E m m LU LU < 7 ow Ww �i2o- F- �¢��Q1- Z LL00-10 - 03�LL Q Q U <C%5 zLw, 10Z20,l,Z <nLU 0WOZ0IV5wQO Zz O Z wM>wwwIx<.0 ¢~a°gg`n-2LLJ23 � 0. a LL 00 Q 0 O Ei Q Z ¢ H L L s a C) C) fV O w V 0 H C) "o 0 Lq � � LL n z00 FLq -' � a M Ce a < z < L Z f w C) N N O N L O L N O O 00 CD N CD N C::) N C:)O CV N O N O N O N O O i O O i Op CD (V A C)4O 0 C, O 0 O O N 0 O o • ' N� �L � C:) N 0 M 0 .t I 0 LO 0 (U 0 ti 1 0- COW w Z Z zO W W U) 0 O� Q � ~�wa oEE F-- z ZWF- Q' W co Z = W Z?f I(D 2z0� Q- Z Z LL LU 0a2w F- Mom; W CD Z � Z T-'I �QO • � Z g U a OU O 0 Q Z W w w M o O LAST PLOT DATE Dec. 15, 22 Z'-+ O J STRUCTURAL DETAILS ` 9 Efia EiEt" 51 4-k. 4-1 Q'A 4-1 "x 2- 1 MAI h� 1r, vlar' Hurt ictl M -,do Front Cross Suppon B& k C!ois SI-pDort lintc, AK L wl Bottom SicP Florida Departrient of Business Professional Regulation (I Building Codes and standards Product Approval Application Doing PRODUCT APPROVAL As required by Florida Statute 553.842 and Florida Adm inistrat ive they will be utilized SPECIFICATION Code 9B-72. please provide the information and approval on the constru". project for v)hich you are applying SHEET(2022) numbers or, the building for a components listed belowif Test Pressures Exp. Date Building Codes and Standards 1'2!5,7122 roduct Approval Application Detail (3) (a) 0 (3) rev�,,-n 2020 �, L yro n F Str,, J� P F R,, a, J King P r 071�W._11210 07M21,202-, 07;'Wa"o ornplier" Mirdsail1alaltion Report tram ai ApprIolladforJze AaDrevedif2rUse "Moalct Dil CF-�te Edge rh,*r9am Daubie, Dh� mth ai ��-Posre Edqe Flibengf.- Sing. 0- configurai il It TI-- T,, Pbe,Cl nd E-al, Sta, _,luuto 1261f2[322 I., ya, VA 1 10-hria r,b F,ber-ol and sr�lh 6ta, rlorn�na I W�9 CI &ql npt&q.o,. iDmiiija 1;JIV2M Yei, Y YA NIA, CoIipoiairle Edge Fiwqa� 5,n9i. D Alh cor,povle Edge Fbegloas Double Zbor .4h I," q In— T u F.bw Clc .,d S—b-i-Iti" 69*1*S &qL.,t r.", 2,3 1 Y_ N. "?k C �,Poqi,I, Edg-IFlialinglaitri, C)onibA r5nor "" or NO NO, IiInuta�arsl ScWhill X, L The," T� Filrel-OAMe�go NC- al & q ijot haor, I YW J&q,oh; Geoid I � 13 1 a �, 2 leis yes No N, A C111aWe Edr Ph"lail, Siri;ite Crib, za The" Tru FA;Ier Cia�c arid Smiouth Suer No --al SU39 0 Glmd 12,n I M-2111 yeis Y�- No f �;Ar Category/Subcategory Manufacturer Product Description Approval Number(s) Therni aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0,1-67.0 psf 12/31/2022 LU N/A (see inst sht) 12/31/2025 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607.707,727,74'17,arci 847 Single & Pairs of Doors FL1 1537.1 +35.0/-35.0 psf 6/17/2027 Pella Corporation Series 10"', F Ll 1206 FLO922-R N" Tnahn.boy N12� — +60.0/-60.0 psf 4/3/2023 IC. FIXED MI Windows and Doors Series 185 F Ll 5349.1 Pella Corporation 10 Senies Flange Fixed F Ll 6280 N/A 5/25/2031 E. OTHER lill 12/31/2023 Product Approval Application cretall 1 3. PANEL WALL 'A. SIDING James Hardie Building Prod. Cemplank Lap Sicing and HardiePlank Lap Siding FL13192.1 - FIL-13192.2 N/A Balking C4des and Standards viltual Review ance Debra Anne Klahj (D M > aPproVed P h Edit 0 0_ 14. ROOFING PRODUCTS �A. ASPHALTSHINGLES GAF 3 1ab. Dimensional FL10124.1 �B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlaymert FL12328 NiA N-1A 6,129/2023 12/23/2023 Product Approyall Application Detail ;_1249 Intlorgr WJ VMS IM* P"Id Dist Carqallarnt e Il EIaka!Repoli IV- il3u, 566Wi Plyglass USA, inc . (for Tile Roof,) POLYS11CK TU MAX FL5259 !D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge 'Verts FL169181 FIL16918.4 li 9/9112026 Prot Uct Oftimew, co"ract F)rpiriii Dia" in FV42 Curbiroft HVHZ Rua= EmIllikam ,riouste Edge F, W-gi-s Dim, - i u, Edge rrheot,-, S,21� C,on, -orbosite Edge nbehgoa3 Sing 0 coo" With V� Ux,,i* OXL-� Cpaein, Edi F, bergl- Double ao, ,Ith .1 MhOL, Sdowhes, iI_hqfC'ub,'W )a o, oxxc� I cl ara G"ed yeg I I k Tt,ofma-T� Fiber cl�c and SIncoth-Stair NOMM41 84,031RG Qia2ed yes Y� W,69,IMIrians) .3K., C-Poste, l FibiI,til� sintik 10� �-Drnpae'e EAe Pi hers ai Dwr th Molded _�W-d Married 0� S,10nas DMC 10ONS, DPOC 15OSS, DMC 175S, DMC Flonda Department of Business Professional Regustior, Building Codes and Standards rMMI I Product A pproval Application Detail 5. SHUTTERS NIA N;, A 121131/2022 12 `31/2022 !A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076,1 FL15076.2 All American Sh,utters & Glass Galvanized Steel Slorrr, Panels F L! 7869.1 fA h, hvHr Fir"Ibby Z S&A 12 hi �Ildlh t 441413S. haht Cli 11131.qc�ll I. I- yes I CV�35 00 111. eills3s. Mat wldth144uls!). l hoot. Gazing 1 �13 I r111:2 3 rw yc� yin X%-3350 N,IA N/A N/A NYA 121131/2024 12131/2022 3/31/2023 9/11/2023 IA. WOOD CONNECTORS/ ANCHORS USP Structural Conn, see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL19991 - FL1999.4 M iTek Industries, Inc, Truss Plaies FI 2197.1 - FL219T5 !C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL, PSL, LSL FL6527.1 - FL6527.5 I:D. MATERIAL Cast -Crete Corp. High Strenath Concrete Lintels NOA 20-063015 Commercial Concrete Products, Inc. High Strength Concrete Lintels F L11774 N/A 5125/2024 following information must be Piero- 20ZO C-Sne'Dw- I wr r- Torn Relay U LLO 7roy Bishop PC 1;�tvlov. �,Va2c -W-$ FLIFI1537-Al Eukiid. The products listed below did not demonstrate product appl'oval at available to the inspector plan review. I uncerstand that at the time of inspection on the jobsite: 1) copy of the product approval, of these products, t�e 2) Fjords Departhpor-A of atnoll & PrisfeSSIlici Regulation Product Approval Application Deta 11 0 :7 1 2-7 Florida Depertmethr of Business Professional Regulaber, rap 1 d 2 Product Approval Application Detail F1.112flAID alis Dan, Peas- Q11112 PA 1.0 I I I I I I I I I _ - - -ll -A 1 11 11 - _. II II I I I _ 1 91 1 11 1 1111 `.ter I I.. I I 1 __. '1 � s-r _. �a rid ° i Florida ilepartrneflt Of Business 8 Pfofessit)nal Regulation. l e d a Fbnda Dope rtmerm of Qusrless & Fr fesslonal Rea:.:^iron _,. 1Lwiri-- CSer°sa rtrnert of Buses & ardesvtpna. ftetlk]t:an Pam € :!, Florida Dope rtmerlt of Business d Prdasslonat iRegulatlan p, d2 V.J U' Building Codes and Standards =' Buildirng Codes and Stardaro`s I Biking Cores ax Stuxlards 4d1 Building Codes and 6tarldilirds O �+ Product Approval Appl" lon rleiall Product Approval A Nication Detail Product ADp€oval Application Deta11 Product Approval Application Detail L S_ O L �1"F27 VaIU011 Menufactfrer Eno -raw& License Validated 8r FBCAMMVIIl Aoor05er1 Status � Z% Z r+�°,JC Da.x r>QnrJlraa Qom; ,,.:k E!r,R3"tu G§tt 4'31S WSt P:l�z9 �t F`' "If OF 2ift pliadirtat ��/} •� ?ygg R<vai�n �'� T}rarr-d.Tn. C^r Sr• CQTFW Steve LyndcnF �chrni it PE F, K.- P7 a L9'1Er_Ir'' r..- --• , 1:s^.I r.t 21i El: *1 Ann-:,. ea 7v# vtr3_tt llanufIl a curl f;!]�1_rfl A. 1'ceise real .a.g:-�! 4@11111 Pl 95�-:iYe_a] 7A2P„ry91 41-t1 v++l _ - f _ vxc nfa•'a„ y'P' �x + en WrMN3 ucmu vnafAlsa tM Vector, Sit�g!INid ftic A-,m �. rich x:�'ri'K` 1 E^alnY°r��.�d ura^.a Yi,sauels' PE Ltd FRC AaeroW �Jllti `tea }A U (/y��/�• Category harp; C.,w. .hsperaon , (We) W 762a PE-4'diii 31'; 'c'.dSSG �J_1 W. Wit.€ .._, r =G" .a,stnes Jent RCsoa sk -ka;,! _3 4 9'.,..- - ,_ V,te :-.e.te a ...� ._ .. , _ _.. , _ .. .. «,J - I, �.. s:.. ,. °/I : .. .., a:'r `. ' �cz f3u_ L'v A� r ._ .. .i- -. . ,A k.._ F= _..... e•20 ,pl, �70 ..d Amaa+J Re•.ssron iV2p Mr W,ndars rnd rk.ors C:aegay: YVhao•'a er enl Snlr 4mencen Ntltllecturar 9eaer. ,4 tt,cn 'ge, uTt r: 3S:.330J Manu4cNrws Asspcul,m r*, 71311-81d1 „"2J2C2q It/: 7I_N211 i129rA70 Appre.o-d VJ _ � — //'S subcategory: SA E<tmn C_xp Assemblies Sp:.rersc,nt�mermaLu n.> Ceep^ry .t4. dr•,-. (9atj a.4i; ,nf. , 'ti•:. Ca �4 'k• _ c z a n ... _ ar,,a.t 3As,.�s"-.-, SlbCatirpel Fred bs2ngsrR,nwc, dill /{� �'r, A V V / q- g a 12RCe Memod E'+alvatAn Refxatt hCma m 9,bGalGary. nq±.+ung IrKPwskl�:'°d'nwssrirki S SJr: Ca U.,ry. +€rl ! t _ . -. !'T= L _ . Cmpllrrn ■etil Cwt Men, Lrang �✓ �[ FIOrxW Reg 1're41 A'd1t1 rji a Cer. �,qqd FGpp,da Ii lrc.Mah Oa '_'SrN1�.snun r.ren ar Llsb.,r:„ C , _ `�I _ _ _rvr' C rx+® :tit!?:rA. , t t ,. rl�n I:lyry r _:.: L,:J .0- a O \� Plefersn. ten Fnglnear I PLei SSa11-Rt! Re,Asc[! r_R�R�Qq{•i5 _ FLXZWi.R7 Products tJs,eih A±. u•arMa {rnorci. yAdllrxl h,r U Ax:,uvw4 l;,.r lad,! 3•!�rt="" QUAIlAstQuMl. A.ePrrrrnl.tpt 43t fraYrrxJ�..11x Ufe 1111609 � AA9.$ P:oldu<t paler. NurrbN eo Narn! alarm, A—— [7�`GRIiL, [$rl+Lo fdrew doa:"lar gat g yya Ala ld ro use t � j 6 Q Sit allN Agsllfan.C< AlwtOvsd Ipf live dg2L%�: u f0r Ufa ril WAY F1 ants � .._.�..: P3.!!9.'JI[ 1°iglitctA LSLIttSl Eml,dla±t f h!lri!3 t!Ji#dSl2 MYd2 R?I11 aw,Si' P4'ra.k.'r, .S1LrL: !�;;Nld:wj Rol. "Mews a�MuLt rll.Yld L.�.mY:o'!,Ei,1! +.�B.Ea'� Ear n D,ta y DaLl"M N,MZ RlsKlxM Prctw:'a ^. i rA O Sr X Product Model. Number or Name Wol Descriplon Contract FF,iptratlon rM. to HVFI[ Ch.�€tle HVMZ Re itstanl Prvssum 7 r SNa�,a r Laryc ,,ecr<e a'ncml vv y,-11,411 �'n,J ewrvfn. . gy �^__ A. , n .. `' r, r , �.. , n: Fl,s'.:aP''r nr,:.. -- - � _ , w1s:l':'J _ II:•.r"2a ,.- H, v,., ., ... 1B5 rW "+.7, I,r>wdAkd rdens 04m3RR25 No Yee rah .,tCu! 9n (['� 0- (� 1 a Thermea Tru F,Ir_r Classc ono blOrnr. Star N rn gal 0&X3fl,s &0"' Fd _ ,rca�duvo[. Crsqut 12:'31r2+?.^ Edge F.berg WI Dos 14. Y%-s ^k• N'A ' `•' ` V J Fxrvte a gie t r 5wlr �JOutamng X ivol-a,rx,l b TEer:nTru Fit>sK-dAf9i, anu Snao-'Star N0 yl 6&A0D0&qua• t+4 rtp+aa3siu0,_:maque 1'r91'Z1)2: No `, '�t !"A O� Edge F,te,g a, S,ngle Ck•Jr'Ath rsva ,p X_,CJX a :)XC tlnsrnrq =u. I ant guraton c3paqua Il;frl Ie% n.yo run �- 3 C'T 118�1 fur F k.W.C;10"iC and:'-? 11M'l ar Nomlasl f58a3g9 uof; Pdo mpa dqun. I1:3:' F Paw guess CAxnpalada Cog - Couaw D00 vndr a Na � '+arthout sewiles jV rrnwrgy'G, taro Mg. XX 'x OXXI) • !z#14pry'llruMOnf) 4 d Th r-w7ru F,ber Ciassr, and Snvxh -Ai tJomlr,al 7&;1l:0 kwl Nnr, lRlpa.GlSgaot 0wque 12151 :TrY: ter, Yec Cr,mr,4slte Edge Frty gyss SU,gle or" Ilnn,lrrd7nubwing_ X -Wigurataut) 5 P Therm� Tn, F!tfe Dal ano 5n 1t, Star No- na17&X3g;08quct Nun-: mpara8quo'.',r qua t2l?1:2i:L' No Yk_ r1.: 1!4 I -,,omposle Edge F,b+erglas9 angle Elm w+M SdNte(s1 ilnst5,np Aux -,mini XC OY u OXG r<1 oonftguranons} rasa Fiorltla Ge .,' ogu,adm partrrlent 0' BL10ine55 & F , c39iorU R F.,., • .: Florkta Department of Busi".ess & Professional Regulation P.�,, ,,. Fbnda Department of Business & Professional Reguatlon cy, d, 6 1 Thel-I-Ti 1, Fiber plas'sic x a S-lCAI'i Star rt'Ylrinal I'Mu ',08r.)uclt•fdan mpaLl&q.jcd f-Pa3n,e 1:','nV.a72':: C:v,tpc:slta Edlga'Flbar'gI€ s S,ngl' Door tJn Ygs rx, 8440dlrx{ Caries and S'•anuaa �' 1' ; e 7'. Bukling Codes ate' Sta^xfarris ter,�•_t BulldirqCodes and Standards I-W, (1rN;:'p:yrElyl'[.Putsrrrag„ X C=.1pk�WiaCtlGn�. r ,r� g, Thefm4-Tru i,t>W 4 ;Il a<ad £rnaoth-abr iJp,.w �(&IIC�g:lp &QVPtt'dtifl- rmN.Kf&.Q VIIt3t V'J CWgI:C '.!'31141("J;y'I,' J'l5t 'M'e9 14y P.`;A Product Approval Appflcat on Detail Product Approval App ilc atlon Detail Product Approval Application Detail CorTlpoate Edge Fiberglass Single Doc I'rki yaaae+x PL/:'_1J-R•. Par2tl.Bt� _ - - r,t urAhonsj h Therms-"rru F b,,ir •' yk and L_ tr. SGnr IJcu rtal 6Ri:,"d GSquctF pa g:u.t :pa;;,e 9):'t l_"?_' tY, Yc, rk ';!.c Cempoaft Edge Flbergiass Doubv, Door vA" w FaI:LL(G. 0"e P.Ret w . :Eta aZF.3 $ :9fl F �L.IlYSa Qda ills Ua• Pr. di- 2" Gg� 1 211 ima ! � '+ Ill'ro,R SONIbes (1n ng/ouLsY,sn3 xX. or OxX� 7.or Yxa,tan aLJdNI,..,x Enpinnr d Lcen.• V•iWelG -w y e°gyyg rg„ AoprvYll 8$ ' tAa ;xaz ✓ln.,;x, Ma',.a' Cvrc ac: E',al 8:irms! V AJatld e„ jsfaaafi 2,tH�r.±d FK Amrnra' &,p,=Q Q= ,*gig Iflsnuftim,er Ca#sg F1�sllr t lJewx•yaa�re4 9v " ,jr FSC AmravH � §egg _ _ �, i rherma-T ru Fiber-1., vac ant Srrr:^ofh ..tar mnfipal 6&#s) .,, ,,.:. �, GIarW IJiit�'J:.. fJo Yes Pk+ ,,, ..,A A ,n,.' Mm+a9an ., aGT+nO,°xres JensResaesli ksan+raxul..D-,=ER Na:an•,.c,�ru:lc�v.. „YI.:-`'2'1 ..,='-._Y. � ...., ns:--+:•5 ?, _.,-: - .t.,,,.a .. nur•n rsa.s',r.n°..rnrn-: ,'- -.. F- -•r aan,-Wl...- _ rnv,s. � ,Y a urnP,. "Ye` �_• r'-+1? F'-^- -.,.- _t-.,_..._---- :r;t•ac�s,:; r 1z?;r_n'r, Ar:c•m^'u l PGT lneuprbs Anunvtl!a mr. er-- E nova,.€-ol�ec Jens Rovovrai }bNRrz ee -co R CD -"I _ !'Y, 'M I1rlr5-.� ,tX3rlo.a , ??n.,`uJa? ?cue•�s C-rital6&EdgeFibprrNcn- Cm,p;,Yvue Edge Flbargt�s 5rngleb,r gkei Door cal.gorx•vurxv°s rPstian5-Liol7n '3n: ;';.,_>�aJ .^.a,. 'v. `[ Js max, o'_S'.s 1 ,1 �iAt`.d GrlOa%. IRAn:dcn•'E 1947}4Nrf'109 {7rJ6'F 3r5-iSgrJ iTrrs,angtOutarNndp. Xct_rtlsJutahonl s,6Cai•gnry'rae.31 IrCdO':•sINQACM3rll'Kk:r.,ute�.r W.., F�Ca �ry P+,M::n•. 'vlt!n.,,ler�mr.=d-r.-.>.n 94bCritxlry: NrA, its IrWp.•skl♦9pprMiU94i<S r, 1n f 'r+lerm,d rru fiber ClasW a kY Srrxnh-!i2r hXvnnal B8d3g,8 &qur,tiJasn°°I mpdcr&:glllcd, 4'nl iarl 2, ti2 Y o Ye£ Ho WA Comptl-. M.thWd "±rdleat,vn Man, N Lin my MI Cxtnplbmi4. til lh Pd Evalall G'I R 1 wn f,111, i CornPllarca Mahod' 4xelallon Mar! of Li"lF d G'-posda Edge Fibcrgua� Single Dxu I±Jth F1.ohke Rv y.nd 4rhnt-, rx a L^ 'rm end rI:M'riv ✓deaWz;(I nalnln,p/1_dzWn;; XC GX a CX',"J r!ai24J-R24RtrdIN•is >" N=na.:-e. PCA241-R1JRo,Lct�s confiqurti l Oualtiv asssu a,su Amos uyw to U" gag fa Us, 7}L'$P' 1tea.>Et. a,la •st A•n�NZ ll � f�im 11 kTherma -Tru F iier_ W— a n d t' nmil-titan INC nlUi daa3g:P&4uottJiln-ImFFx775quQ GIaZrR1 1.'a':51 i71JZ2 r» Yes No NIA too a Rt lAaY Model Isaba a Name R,dud Drarnaom Cesar all EsNr'tr c+-. rare ir. IiVF,Z rhtsidr I,VNZ Resistant P ..e,.r«. Fist<as L0.5 P. Rd,.ds >Stq,E RraL<t ModN. Ntar'Oar or Halm Emiss� RoO.rrA Oes<rlalo0 Cdaaet Emlral ion Da! h NVXS Quad NVYd: outside 1St11��1 P.IssiYLt COmpce+te Edge F,berala9 Doubb Dos .xth or ,lill sklellfeel (In--m-Woutsnsng AX Or OUXG .• rW 152C rl.b,, Mask, In+pads, '0,V Fzld'?hr�iv: ,f.t5 .0:5 Y'k. «, as .+... ar�,v Amltr • Anal Tor (la. beagntl fa um l y� 1 Wt— W NI Des. and W tdcr'. Akntlnum Wilk s 051252026 Yes Yes Yet WA torrfiguratlone) Sw • A„' I me flum., a wma �: =d mc* . -retwn C_sr ii €muatlon Dare '/vb-! X,mnun Mul.un _.s1nT4 11SV hz ailtadi, "Z i n. Piairi77Y '/±s QlISMF, IVA 12 I Therms-Tru FibarGfaselc and Snroo,h-sari f.E-,mry1 781Kig',O SgPoti&rn�ImprJtiquot. Glazed 1'J't/ti22 hJo Y'as rb !lint - Cu np.iift Edge Fibetglal Sngle Door ltnfYanpilDutswnq: X C lqurabort) 13 m Therms-Tru Feelt-D I, end Sm !ha.r l.,Or'nnad T'81e3gi0 &gtspt l,Fp,>•bmpu4i8gur9 ✓ lade-, 1 3112(7Z N. Yes t:da IVA ; Cotnpca,Re Edge Fiberglaas'Sins 4 Drsor YAth ,:dellte{8) 0 OU."rov,s-wxtg; X0, Ox rx CIX() oonligurattons) 14 n ThamllPTru Prber=DiaS9z and S'rrtoo 3Wr N-na1681t3g;084uo1; Eton-!mpXd44qua', Glared tf1/X722 No Yrs fie WA•- Canplelte Edge Fibtrglass single DWI '%lW.vDutsrneg x rxomgursnen) u o. Therms T,u Ftaer-C�,C and Sttu,°th-3Rar tJwnrral 8&X39.0 drqu4tr,ttr,-Ill &gint GIa2,-d I?i31J.t�'t� r,ip ref. fNc ''dr.A Cbmpovte Edge Fiberglass Sinale Door with 5401il sJ 0ry w wotaxY lr Xo. ox w OXO Flodda Npzarimerl•, of Business & Pmfless�onel Regulaton raax t'4' Florida Depa:lrment a Business & Professional Regu'Iatorl Page 2 d 2 Fbnda Department of Business & Professbral Regulatlor Pap•, r.:+ 15' p. Tnatrtn?Tru Fiber-C$!ai_c and SKn.uttr c4ornin fen e dJpmr�a10d,63g,0 $guOC.NOrr.lrnpict8ggx'a!': GIa:EO 121'S91Z(y:: Cor i"Ite Edge Fberglass D olitie, Dow with or N0 YES tool WA Buklnj Codes arm! Ste rldarth '�'a';.r _'. QLu�ltl, rt� C6 des 'iSnd Stan:Nnre15 'r+f�'r-s', BOildr)D CpdC3 dill Standards r!Erit�, mfty" Skbeli6es (Inswin J;Psnwng XX or OXXIJ Product Approval Ap>pllCalfon Detail Product Approval Application De[all Product Approval Application, Detail coringuratonal 17 q. Tttenra Tru F,ba-Chl and Sonoolh-hkw Nor'Itrwl88:r3g:8&e4uottJorr-Impad&4uot Opal '120-1f iz. ''b Y<s No WA CanPce.ta Edge FbargPoass Single Door rv&ts Flnnalla-RB >h szta.lt5 FLYfelg4-Pit Transom (Inswing70uts q, OlX ainfqufehut) -- 18 I Tlsemta Tru Fiber a.d Snx,Om Star NGmnal Cs&",8&gvotNen-ImFa%h4ur✓. OPa1ue IMi f3'.':_ Coll to Edge F, la,tf S,n to Door Ali via, 69 � 9 !'h Vey No TrA 4.x1^f � vNstm alaluraaurC rAy.B Corya,e Ennrmx A ucrose resan�d w po. 2l:e pilim ?Yf1W'm Oil ! s,�pi n,:�.,"aU r8C Aar. ov Ae�we bus I S0e __ir t Yas; c,r eanlr'ac Ell fln d °L V.011- it, '"s Date 'fit! DUN, Pmdnd R -RC Am -W 291 A, ya egg Qa Vel ianNM!U ill tyg _yr Ertel C M] � praYrea i uurwe validated tv yelp 291 CYe pandire vyldatM $t�ItLM rtC Aaoroval jI l�gpv�q status Jenle(sl and Transom (t—r grputfwr•y 0.:10 rdLJk. or OlriXO e6rsfl,. +g.:n0ers' Re.Lsirr ;4d`'? _ JanY. ,taC !E.':1ng RpJe:ly tr.., _ _ Cnad UNCYs V. dro -'an ',Y.i'i.Y n rG. s. 'c :'Yr`.+ ,". r. �_. ,-.Coo•.••.' _ :.. -.... �. . s. - -sue - u_ •; -a5 =< <-.e;'+ sd RCvsw A21, W arwerrg M,�lel Lllslr R-.i riemm<n :eXrnW Kn¢c.. PE 1at, PE-59164 1 CW.'dr2ttal M'r112,j20 lowil-0.1? 12/1Y:g21 ArcraR7 19 a Ther ma-Tru Fber t rc- and SRK,oIt'rStar Nominal 6&X3lr8&gtKt Non'r rx1&quot, Cpaq:ue 12Y511:M2^ No Yea IJo rJ rA, c..ppry: Paid 9.glls ... .. Vo. 545 d!% pF-P1-1' r a<..,,,:, sx 3'xY.. P. v, trra'rs y• v�� Ca.gary. lsaV?;eEra5k -6:24 Compote Edge Flherglabs Single Ckor w4h a�eal.go,r. 31dn;1 �jenlsr�Nd' sducdsruvrY; ';-Mi.' nrr *Trsr:FE ¢r't°.nr .o., s^ncregnry: Asphee ar-a- rnst"agat.win mi 5edllle'e{sJ: (Inaw,M3ff7utswrrw XC. ,iX a OXO Comoltalr! Me€Itrld' rvaU. 1 : F,epva't t:'n, a • -v^` r�rpl Mahm F I. err R f rr CYa•p,i.nctNehod. C, t lce Report ly- i, Cart, u'olla Head and Sill COr1Mgur ifKlnfp l.^nd• N±¢st f Nci, ileC4 d- a L eWe•rarl KO,:mRM ., Irl mn l.i .r 'mad rl °y r!dn `'W-M Rryisle l fl ldtilecl. a Donl Wt1 Florida X t Therms -Till FI W-C.lasale and Sn`00M.Star Nomtna188X$ 0 d,quetta irrp &&quot Opaque IZr31)ID2,' No Yce hi0 NIA Fure_s!m,s �r`5e l±r c � es>ss E: -Ure<• Prr4<Os,ona Engneer C'bmrosne Ede F,beraltl Si't{gla Door oath t'_n /'<-RJ'taa.ate FLetal L.Rzt Pr 3.,,d9 `Jde":itwlsj {InsvnrW0'0_ rf JCC' OX a CXO FLa➢" 31 r2•RB Rxvda I 92 C,Otrt,nuous Had and si0 csa.sort lapar'1 9gd ant=�+.'m-x--� ;A{,yy.Yy45(j1y,.�tk AA;t"L>!1�_lhiP IJP,b-`. 17S�d- 0,,,.'av A::wr me Auuvvrd to Uae Auorc.M iw LOU +�,Q,l Jjijp[ Quality Aswnrl<e Amrwed !o Uu AD4rvYcd for Use � �i 21 a Therrna Tru Ftoer.CLasfc ar,d Sr Am Srar Nominal 6&XM,08gu0r von-!rryyct&quot, Gard I:!"51,'202.' NO re. r.aa I.:A SMA �odyCt-piodpi NsaT'dQ IY Ra�r,s PrW]uCt Q ^.rt Sar•1 di EsF��` Doe '.Il •'VNl v'-tide MYi2 Rtltl P 't s.q• F«xis Yv.11 Mnbm o. Na my Alrsx3 nsst oI- a rzr-ai Ezpl•drU„ cY. h HN,E rYJad! «VRz R•aCali Prlvr'! P, adxv MndA. Nu,baw Name li'll Dewdpuon Caramel Eanluim bat In Outride HV.iZ tAa" "� AmposrlB Edge F,taer;Ids 5hge Driial vAth sibs ltafsi (!m1Nng•OIli44MrV V. OX w OXG tr'Sf b _z+^ - .S floe.-.:. !, �,� i 23 rs - _ - -- Ry J .. -.,e _ a -in r,n -:; il' .. .. ^ Fad hint I oaf A'll P•C',I Srr,nples Frxrp... rernna<td 14ee. lemrneed. 5 vo, n 12r1u.1a22 I. Y!s H!A NIA ('OM "Ous Heil and &'t Wr,FIV2t rJndtSi _ e�'i•¢,±nr _.. Sdiny {Fir--:nrr®n, er s 9 _ 1'. � ., r r - S q.c3 n: n•,c• ad. a:,d �,T, , e ,.y:C . =,c4M e• Nc V.'4 vIJ^t€sPx arDnett snlWks Z2 vTh<rm,rr Tru FtE!'e ..139'ew%dad'..r^oVl'�_'tar tJo:n,-al8&X3g,0,1t4VC04-w-,-u-'(t&rluot. GIUd 12/'I/jKjµA NU Y� I:iry rs•A. I -.1 p;W :zr.. i;.: a^..I-T'F++a'],+,]!.t-c,.rt t•tn,�sd^.r'n .:..flu r; `_.:,:'. :.r- :... Na N;A Caampo9ate Edge F,b<,g1'�s tame i?craf 'oath, I 1 - es,.s._xa,y;rr '. de•. f .m. ,'t _.s. ,.�,a r :-.__ .,_ fro- rt,a SfJEdtu,;A) llna'IMngr+�4 eMPag AF, 0A Nis OXfJ 'n:.y-� _ -al.• Ca•a..T. ue, ::Jut J Fi Hal , 1;QIitFnwl P4eratJ and :54h aonttLrallr+ML ,-:,.u:� a-c :r�n:.t:vr `:.r,tr[ or sd.-.n,i -rrfbl ;.�.11. �:':f FN::: ': ,•, lac WA :3 wTtterrswa-T,u Fiber Clasaii. arlo SrneC4h-Staf Npminal C40Vli&quGt Nor-In'p.C1&quof, Opagau u2-f3112022 No lr;. tda rVA ._. Composte Edge F,Derg�ss Clad; Panels with Veined a^r9elita:sl (Intl-nW0utswng XX XX.X a XXXA con!quraton.l --- 74 ..Therms-Tru F,ts?r�aswc ant n,n-MStar Nomrna: fp8X3g.0 &gar N-an-'-a"AquW, Ct,aqut 1^,rit!'2V:'. No -yen+ Ix. 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Mt Erigtn Ca"cl Rcofing S954233133CIS r�peVpolyglasssscSm RvbertNlerrrnen Kneze+ch, PF �p12mval �Rljl4 r1A::nee.t11aL,11IdF._ �a f R1d '^:15 i al sa Subcategory: PE-59168 t47 a4� T 2-6224 11!01!Z32G _.1141 Qw'ar Ags A Vu Amrnved !w Use PL11b 64M Products .lnderla' rrent5 y s-0171c2-R6 Rpduc;s • g.. Sea ca e - a 4vovM' ru auy H V S Z s a QffiILL [l Ouailtr Assurance AOOMn for tine Apora,red for Use Compliance Method: 3Aldll Y:.d&SdA Ah'f PPLY Yt:4.1 S AwLOT91t_"vf,.klt1A KRI )tax, ' as n,- El A •;1ate r, ,relrlr vs t =r =€,s,e dal F 1a_e iIA see a Product Model NOM ber or Na"It Pris,04" Desc Ntel Contract Expiration Date in HVF 2 outs+da kyHZ R� re Evaluation R art horn 12alt atilt., Mraw w..ml:n, ,la'la Rtvsci22:11eion raxrareerrurratlrn Data, a, Icl Shlfsl,',ta Nvr+,i ait .,2"h, ry„,r TM,_.^' o (r, 1 .21)c1age Gawanatd`teer 4'r9am Fal06MVHZ '� C. ,lured GaMalawl 4,eel'3twm Panel. reword 12?31rr.)22 �' Yes ril 'ea. 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August 10, 2022 PA 1.2 . /~n. 1 ^i'I | n ' / o "» 1 1 / 1 1 , ` 1 , v,_"oit 1111 .1 1/ ^�� n _ ----_- �-_----- -- ` \ Simpson Strong -Tie 2020 FBC Approved Products l Simpson Strong -Tie 2020 FBC Approved Products EC= Simpson Strong -Tie 2020 FBC Approved Products updar.1 l2rsoj-2020 0 For Fill In4s to at SST appro,,aft IsIll bel _HERri- For (Wilet lintis to iI Approved,, Wed below �!IL�: I P17,F For dee,t in" iin All r lippirci ii neivy t,j For dil Inks 10 ai appir'Nals listed Feel Q-1T, (D FL#23WR7 FL#10446-R6 R#104,likipi 11 H'i HLJSC stanostrangers Force-rinount hangers available in wdill ranging from 1-518" to 3. ftj Product Model. Number or Name Product Deticirl Sea Prydugjt Model, Number Q, Narng. Product Description ;5,eg N Product Model, Number or Name Product Diesicni version lHUSC) available for rnodeb hav ing width equalto or 0 I Titan SLairl SleelConcrete & Masonry Screw (TTN SS! 114'' iliarrieter Triton statrilei masonry screirir 1 A21 A23. A32 A34 AZ�b A44 Al,g es. I ' 9116' Cil C.hi CMSTC18 C 0 ii -�_T a rs 12 IIJ S series hangers Face -mount hang ars av adable in vikothis ranging from 1.718" to CL APE44 APB," ' q, All"V8156 AOU56R APBW APBMR, AP61101 AP121, U1 Dili, AI'VEA4, Outdoor r-,ccerrts Poll Jase_ - ',S14. CS1,9 C:520, i Coiled SlaDit 5!8'and neights, ranging tfom 9.1,14" to 16' -0 0 Lj_ ,9SIX Product Model. Number or Name Product Description APV 770 -�;Z -8 6 CGID, 53SM 7SP Stud *o plate te is LUCQ6Z. LUC2102 Face -mount hangers Cl) F= 0 1 SD10r112DBB Outdoor Accents Connector Sec-ew 1, AP1HHAd,APIH46R APHIr-ill APHH611OR Outooct, Acii Ilea, y Hal , H3, H6. HTZ Wit, ll,115S. i Hl'- 2S Hut[ cane, Ttel: "tirder Face-forlunt hangers 3vallablein villdill rangingfirci I-W16"Ito 4- 9,18" (3) 2 1ltmm;-DrvrSDCcrrl Screw 6 Ac`L4 APL13 A074 AP-i 8. AoV 4. APIti AP1.17 4 APVTR Outnoor Aciceq, I afi-,j T Real to Sol,�r 7 S HG7 2, HL�T HGT 4 Hna,tr Tif,-,ticiii and heights ranging ftM_n 3,1 to 1 0_1 511 61r :3 SDGII 1 2S$, SM212SS Strorg-Dirve SO Cornectior S$ Screw 7 APLH24 APILIl APLI-114i, APLH-*R, OkPLH210 AP1_IiU10R Outdoor Adcerrb Light Hangers Q HS24 Hurr-carte Fit 17 MGU3.63 SDS, MGL)5.2&-SDS. MGU5.60-SL)S. MGUt;.I32-SD$. MIGU7.00-50S Facek-moi hangers Cz 4 'long - Screw tc) -`DSl -S�'.--' HSS4-SDS3 hangers -aroi hangers available in vvidths ranging from 1-gill(ii"tc SDCP221100, ISDICIP2211,34. SL)CP271400 11 WT14 Deck Jost I e 13 HTGQ16K1Z WS021i Huiii Twist Si:rap 20 SUR SUL SURO.SUI-Cserieshangers, Skewed face-mcurt hangers available invioths ranirging liorn I - 6 SDHR2740C SDHR27614 SDHR31400, SOHR31614 Strong-Dirtire SiDt-41ii Comb"ead Screw 12 DS Dry Wall Slop 14 LFTA [,.qhf F,nof I k,:�l �l to 3-gilill and heights ranging from 2-Itl 6'to 12-3/4" 7 SOS25,12 SDi SOS25200, SCS25212 SGS25300. SDi SDS25412 Strong-Dirve 608 Heavy -Duty connector screw 13 F(_4 FC;15 Fria"i Clips " LST AD _STA1 2 1 1_ LSTAI 9. __'-'TA21 LSTA24 LSTAK, LS t il 36 Sliari Straps Concealed farge version (SURC, SLX) available for all double SDS255M SDS25800, SD525800 14 PA A Nz_ Fritnd�;irl Wall Angles 6 ES-149, LST173 Stil 2X and 4X models; on Y acute flange is concealed. 8 SOS25112SS, SDS2520096, SOS26212SS, SDS2530OSS SOS25312SS Striding-Dirve SGS Heavy -Duty Connector SS Screw is l GA,2 Gufii Al 17 LTRA') L-94C us'during 21 U series hangers Fitoe-rinwint houngers, available in widthis ranging from 1-9116" to Product Model. Number or Narne Product Clescrintlon 21 LCE4 Posvi _,ap 211 1.11STC14SP1, YSTC16663 Pi SprvStvapri 12" Product Model, Mmber or Name Producl Descirlititlon I ATR318, ATFi ATR5/8. ATR3,14 Threaded Rods Z2 LSW 1-650, LS70, LS40 S K erva to lei Ar, g le s, :4 Pi hil W�Tl4it- V�ITIC,0 ;,i Strall Strip, I BA series hangers Top flange hangers ovai4ple in widths panging firom 1 Q1161c 7 2 ATU06 ATU06-2, ATID@, A7UrA-2 ATU003, ATUDI 4, ATUD14-2 Alorninlinin Tal-l-ri Device "I'll, L. S "', 7 St! Corl -1-9 Ili ii MTSIC rit!TS14C Pi i, n 7y,,rj S I,:! r, 118' a r d hi Ints rat n g III from 7 -1 Vto 317', 3 812W&Z BP112, BP112-3 BrVit-2, 51"1 311"1 EtMi,4-3, BPI Idearri Plates 24 1_t�3J2c1_Z-. LS!�J_26RZ, L5W2%-Z L�W26RZ LSU.1210ll L��$J,'l ORZ Fteld An osvole jack Hanger 21� hf-Ai IiiA2102 12 I`Lir�;44.�itr�$ 1U, NCA200-II3. WAZ02 16 br'i 2 U:ZIF series hangers Top flange hangers avwItI invilidths rangirl filorn 7 5 1 CTILIEW, 1_T(l CTLU75, �;TU076,(�TUD77, CTUW, CTUD8.8. CTILD97 Coupling Tai Vp Devoe 26 LTF14, LTl Tie fliatri _'5 RP�_113 PF'i RP62ki Repo , Forte $'trip 3 V,��F series hangers Top flange hangers available in tividths rangirrip from I - 11.1" to 3 z 6 N3, W, N5. K Heavy Hex Nuts 21:� MMH11 Root fip-�,Iorvvn 30 S" SIP-' �5�4 $�x3, �_�PLI Said 1-13te 7,0 .1 V_�HF series hangers Toptlange hangers available in widths rari from 1 -,W"to 3 ij T U D9, T ji 1 fj Take -Up Device ��U Mki M1VLL2C-2, MMLIJ26 NIN1LU2U-_'. 141VI 1XVII-JI21 1, PANALV�Iilj MI,.4LLl:3I1 Fate-Momt H;ir9o,t;; �2 $$1 -1 liiesZd til�'_. �aiu d �:il �e 5 El E(�7, il set" hargelis Top flange hangers available in w.loths ranging ',Tom 5-114"to 5- __3 Poor I w- __ 1_1 -P`9 Thi-7 T636 lfi,�4 -R56 ra-EO 6 EGQ series raingets Top flange hangen, available writtris ranging from 3-61&'to 7- 11 U R SA 112 Uplift Rod Run Tectill System 2,�, RTC2,--,, RTC42 R7--?Z R7� 44 Ril TOC',orni-to, 7iii iliiliall, Brad, g 1!4" and heights ranging from 1 VX to 37 12 LIRS.5 51 pie Rcxl Run Tedowri Syri;nem A4 1_;Tr ST__T I-T" H1�7�4 -i VA,joblfi T e.jnvA, 7 Gi sans, hangell Saddle harigil avinfablean mfts ranging from 3-114"to 5-71g' 36 Zj,Zii Z44 Pane - U'ri er pt 8 GLTV senes hangers Top flange hangers avarlable,in widths ranging from 3-114" to 7- FL#10441-R6 FLM Q531 -1 9 HIS series hangers Top flange hangers jvallkil�*;n tividths ranging 'torn I -IR/16' to ,V" Froduct Model, Number or Name ProduCt DMnptlgn %2_U Product Model. Number or Name PEcOUCI Description 10 HGLS si hangers Sadi hanglil available in mdths ranging from 5 11V to 6-7ig' I OTT7 Halld-down Seq* Product Model, Number ar Name Alon Product lescrip I CEri 17x5 5, CDH:l n7x7,31, C.&, 3-1x(, 75 Crirceallod hall and heights ranging from 10-117'to 2K Z HEC1014, HCCIC= Huld 1 AHF_F ii.r;ii�sbble HpZrid Connei Ul_i. DHU, UHLJT� te�ti hangers Fauetr,ourt�C.� :HU),indlop4larc 11 Top flange hangers available in wri trangirg torn 3-114" to 5 07 tajiglP3 rorn ririll 10 7 op flange hangers availablein -moths ranging from 3-114" to 7 5 HPA28, tIPAX, purin anchor 4 HCP1 �1 HCP2, Hr_D4 Hip ate "G`5_,'2-%:;L)'z, HG1_17.MSOS. Hl 25- ce-tri haripers 1!8" and heights ranging from 14'to 3V - � (JC, ';E.C: 13 HIT series hangers Top flange hangers available in Wallis ranging from 2-5/16 to 3 MASA NAASAP Foundation archnir Stril Facp-wouot hargr-�s aaiiiable in vermrins rarg;rig hiorn I-a18"llic, i- 9,01111 arid heights ranging from 119T'tc 26' 8 MPA!32. MPA;44 Straid-si purlin avichnir 6 PRC_l 51, r-i Hill -* JOE- 7,or nC!:*_1 I - HUS7F series hangers Top flangelorst hangers availacLe it. wdVis ranging from 3-1il ID PAIIS. PAI23 Pil PA135 sttap-slby* purlin archor 8 LSJ26 LSSU20 LSS0210 I lo,kjel LQ t�L)1_1 15 HUTF HUC�11`oenesliiangers Top fli hangers avajab:e in widths ranging from 1-9116' to 5- 11 STI-1310 STHD1()Rj StrWii hoid-damr, 11 TF�E,11 Tli -rt;%s rezl --inaricer Hii,r`,'l1-_- h-116213-2 -4HUS413 Hhl H-411j8j,,56'10 Faceirrount harass 1!2'and heights ranging from 37116* to 15' Concealed flange 12 STH014 67q01ARj Strop-sti hoid-davor 10 TC24 TC26 T(;2iii version IHLICTF) available for all models having width equal to of THAC422 THA42E 71;A422-2 TI-0426.2 1)9" to.6-1/8" and netilrb, ranging from 4-NX-to 15-344" 16 HIAIP series hangers T of) flange hangers �vailabwi in woths rarl from 1-9116 to 7 12 THAti 81,92� THAl2 U6,122, THAl2 Il'22, THAl2VTHA1322 THN3522 THN422 AcjjuolFne TrrsA Hanqe,Slzcd for I- ost; Gorceai flange ri,�il (HSUR�.' ASULC) availl to, ail IM" and heights ranging from 5.3.Wto 28" I 'i THAI 422 THAR422 S k;_�, 6 Tl,,!�, �_ H a r:i e r doublei 2Xard 4X ririvdeli; only acrAe torge rs corooealed 17 Priii set" hangers Top fWijo hanglins avahbb�e in vvidths ranging from 7- 14 THJA26. _THjA26. LTHMA I'vit-it1priii, riulib. i_Ij7jgWs 6 1-171U26, HYL12d, HT U'li) HTL126 HTIJ21!i-Z, HTI-11210 2 Face -rill hangels If." and heights ranging frol 55-31VIc, 37' is 7HJM2-4-5�DSSI� THJM2-5-SDS?, T-4Jlj2r6 THJU21!l Ii c Tfurs. Azni-, i HUCftc� hil Fare mi:runt hangers o-,ailable in %vidtins rairgog from 7 1a ITS seurs hangers Top flange hangers ovallahe in -moths ranging Irro, I -9,ill:T'llo is TSBR2 _24 Tmilirs 6oace, Resta fit 112 and heights ranging from 2.716" IQ 19-114" Concealed Range 5/8" and heights ranging from 9-1 ilil" to 16' 17 VPA2 VPA2,5 VPA3, VPA'35. VPA4 Varable Prrn C�wr-ectcr�, ve,scri for i mod" hai wxith equalm or 19 J8 series hargers Top fiarge harginis available �nrmdth of 1 111'16 and heights ,neater their 2 6,116 Vil_,CS� E,!tc,-3DS I-AX-01 511!" SX-i I�X,02-a2_SOS l,_-0O2'D-3 S',S Alj=-O. Fill rti:pLn[ harral M JBA series hangers Top flange hangers available in v,,rdth of 1.9,'16'and heights Virtual ppur,_ I_ NansReviewc Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 F11C Approved Products Simpson Strong -Tie 2020 FBC Approved Products I For additional information regarding Florida's State ide product Aporoval Syskirn and Marni Cade i;ii h ce or AGoectzince ji �ot adrxiiuna! riforni nihiarding t 115 sletreivide Pflodloct At,pr�vl S'5ern W d ItIal Uau, �ou, i hou-vi W,),i _L_L� For addionalriforivtor regard . or F 17: Ja s �Alafe*ti Piajjc!,A.0prval eir, �,,j '.i Vade'-ol h Xxe v Arcilip�incir INOA� riiii, addliortairifornation regarding Florida s Statill Prol Aporoval System and Marm-DadeCounly Nouce of Acceptance (NOAl 21 LU set lets ta rigers Top Ilange, hangers available n,,vidUl, of I W16"arrid heights FL#11468-R5 '5 Siup.V 51, Sitl_LIVI 6*1 VLUi IX _'I�OV2,17 SIILBV� tl� '_ii_U ranging Irom, fi-a�8" to 15-18" _1311 6V3 56 S 3�1 BVi 62 FIl l:�V4 06 &I.Il 1 1, S,�Lril 28 E�V`il 75 Si: DV5 510 6 StFOng-80it 2 (ST62 ST624SS, 'STW-KqS�i Strong-Sch 2 Wedge Anchor far concrete av a lector in carbon 22 LBAZI tienes range s Top flange hangers avajarible in NNicitir of 1 WIll and hell §tg.A Product Mogel. Ngmper or Narn* ProJqQtQMtjptI9n 10 1 _1C !;fL1 I I U SA it -14, r-I 1 11 4 ill 1 15 Ffvkio,�,ns swel and Types X4 and 315 strainiess, sti ranging f,omQ-311V'tD 13 TJS" FH011210-3 HHU53210-4 'jn1lz Hal f�) S, Pi �,Tfi SAISI-7,' I Zoap, 118 rril :1 ', ga 7 Titen HD I THDHIMG, Tt4lDi THD.H6SS, THO-CS THD-CSSSS� Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3 LEG5, LEG-, seners hangers Top flange hangers available inmciths, ranging from 3- 1/4'to 6 Hi HN58, HRS12 Strap, T ei 21 SD4 5P5 Stu I pia te T avallable vill hox head in carbon sivi and Types 304 and 5-16 718'' and heights tarVtng from Q` to 33-112" 3 IC-2-SOS, HUCQ210 3 SOS, � 11-iCr.1110-SIDS �n v Hal S�P DSP T,--- Sh, I PII stainless steel or with countersunk head in caft" s*ef and 24 NEG5, MEG7 soril hangers Top flange hangars available in vivollbs ranging from t, V41c G- 4 THGE3, THl THGUH3 Ti iliz Pal ZF, 5C Or:.' Type 316 stainiess steel 25 tvIT lienes hangers Top flange hangers available inwidths tangling from I -ID116 to (5 T-Q�Ai _ii(:;N-3-4 11413,lii 3. 1 HGVV4 A 'IU1ii%f �J(.;K _*ecx,�i Fj Tittin HD Threaded Rod Hanger CIHDBZ-1�151l THDi 7158RH. THL�37212RH Then HD Thioaded Rod Hanger fil concrete 26 PF. PIPB, Pl PFQ$5 Set" hangers Tep flange hangers available in vvillth of 11-911ir and Peig1rits 10 Wedge All (WA) Iviiredge-All Anchor for nriasQl (D ranging from3-3,f3` to 7 1W FL#1 11473415 FIL91139064-R5 , 1 7 21d RR VIP series hangers; Ridge Fatter connector Top flange hangers 2V20al in Nifidths rairl from 1.916 to _ft2999A292Lb2MkU.2_r1= FWdgZQ=Etgtjqn Sea 9 Product Model. NynnkjL2ZLU= PERduct Do5criptiorrit 5 HETAL12. H17TAII-16 IFTALX Embelned T,Lss A,i,,i, E:;C;I_L�`;iML4 52r, .� I LL�C,LL4�jM:;iti,�1,Q KT, Kill, Z1:ULRQti �2!: 3 SET-KP SE7-XP High -Strength Epoxy Adhesive for masonry I ABA44 ABA44R, ABA46. AEIA46R ABA66 ABA66R Adjustable Post Base HHETA16 HHETAX HHE-A24 HI-IIIA40 Htavi 7-s 1-lic W�WAI,25 OGL2M560 I-IGUM ' iC-, HGUI47 2S 14GJM�] CC H�jvy ri I al 5 Tlen 2 irjTN2) TrIen 2 Screw Anchor !or Corwrril 7-earywr 6 TrIen HD THC�HfiSS. T]ID-CS638) Trion HO HeavyI)i Screw (D 2 Ai ABU"R, ABIJ46 ABI-146R, ABUI-5 ABU5.6 A"5, ABLJ66 ABO56R. iii Ad)ustabe Post Barl i 171T2. LGT3�SDS25 I_rT4.SDS-, Girder I L�I!I_Ji LI-i M26.4 Li-,l JN12e21. I-GuriViii-3 LC !_A.11 ID-2 Mascii 6narr Hargers (THD-H4SS. Ancior for conchite ave(IlAblern K'4 3 ABW44Z ABW44RZ. Adri ABVV46RZ, ABill A8Wi Ahliffirr-7 Adjustliti Post Bali 0 14F_Al2 FA16. META13, MIETA20, Mill MHTA4J Eibod000 �n.iis,klrricr MBHA312A?21`, "'AEH43 1-"11 't14 r`1?H.A315l 25 IVUorvy for I-Arl Pl Har;ers countersunk "ad 4 A�4, AC4R, ACFA. ". ACi ACE6 PW Cap 1 Slrap71e�o Nf4lA3!ii 8A 11 56,14 Y,41A", 5616, MS-.43!�1301c, MUHA5 ICY,' 7 Tifien Turbo (T47) Then Turbo Screw Anchor for concTelle of, masonry U) VY2 ranging trorr 3-5111 §Mj Product Model, Nurn Der or Name Product Desiorlotion (z 0 1) CCO-Sil, 5 FOCO-SIDS27 ' Sores Screvood colorinn caps wth W11 ranging from 1-161'to C+-1�2' and &2" EMdUct del, Number or Ni Product Diiiiiidrintion I X34BIC16-5K, X1 $1016, X1 B10164K, XQ! $1I XQl 81 01&4K 410-18 Striong-Drive X Metal Solf-DriNng, 7appirrig Screws will #3 > 4 10 CT7447 CP7,36Z, Crinealod Post, Tie Rase 2 HDI 2, HD1 9 6,51-M Hotrnw-� FL#1 2. XL0114TI2^,4, )QQI14B12,!`4-2K ilil Striong-Di XL. Lage-l-firad Metal Sef'-Dol Tapping iti'liasher 11 12 ER1344,14, EPEA4 EPB45 EP566 Lmitedded Post Base Embedded Post Dai 3 4 H03E HD513 --lDi HDRb VTT4 41r7`1, l.fTT5-?V4 liiloirec rlcldav,� e,- Soq Product Model, Nium ber c, Name Finoduct Description 3 XMQI 14S12:24, XVQI 1491224-2K Screws wrth 06 Drill Point and Large Diameter HIex Head *12-24 Strorg -Drivill Mediurn-Head MeWSelf-Ofilling, 0 13 FPSAZ LCe44 LCBM Embecidec Colunin Base 1_719. LTT20B LTT131 Stror=��-L)rfje SLVil E.W1 11, W and TRUSS -PLY Screivs Tapping Scievils, voilth #5 Difil Point and firletiditim Diameter Hex Ofill Point 15 UPG447, MPM67, MPF388Z Moment Post Bose 17 FBS"A. R&S46 FIBi Evnbecl�ec Post il 4 A',+ lv\;- '112LPLIG Sljol olive SU,v`,1 f I 'Ht R H - A $11 Drill Point 16 PB11.116 P6vl,-- Round Post Base Product Model. Number or Nang �crerw �11 Pi PPB"-6Z lZi Base SD1,1V�22')l!1UFl6 Vwotxf I OSSC13436 DSSC.1346, D9SCB48, DSHS Bypass Framing Drift Strut Connector 0 Sao X Product Kodel, NUMbor or Name Product Description U Di Product Model, Number or Name Product Description NST148 PifS7t6C). M8T1 �2 SiNIST27 Siiiii Sill MSSC4 25KVV IvIl 25KW 6 til H,3L_SBI Fill HGLSD Heavy Guilial Bearng Rialle ri Iii ST021t. ST EI-74 5-T9, S112, ST18 5-2-2, IiASTC_28MSr:4t' ?i I C�_ flijapi �;4 -iii i , " C Vi a 4 Ai P Hinge Pote Cul 12 XLSH3491414, )(LSH78BI414 #14-14 Strong -Drive XLSH Shouidered Ser-Cinflting. Tapping 7 HGT-2, HGT.�, ROT-4 Heavy Gird ir, Tiedoi 10 Nl-;7C6r- M.STC78 STI!!23e S'Ifil A� i! (14 zia� Screws LIJ 14 SH 1 A Hurricane Tiie i `:�LJP GUPY!AJ, 3UPli 7t, COPS, "W 50 CV19 75 Giiv IUD, GTIH Gas-actu,21100 fosterer, and asserroalt SHEET NO. I PA 1.3 (D C_ Y) _M (D -0 > MIAM XUANa-DADE C OU".N'TY PRODUCTC ONTROL SEC TION FG11ndustries. Inc. FGT Industries. Inc. CD 0 PGT Industries. Inc. a) 0- 0 0 1 1 IF;V- sw:d S7�**, ROM NE -NOTICE Of AC( EPTANC_ E: EVIDENCE -S1'B.1UTTED NOTICE OF ACC EPTANCE. EVIDE-NCE SUB.11ITTI D (D 0- CL DEMRTMENTOF REGULATORYANDECONONLIC RESOURCES CRER) _Nlm- Flon-b 311 .4'4 NOTI( E Of A( EPTANC E: EVIDENC E S1'B"_%HTTED (D a) BOARD AIM CODE AMUNISTRATION DMISION NOTICE OF ACCEPTANCE (N-OA) 1. Evid(mce submirred undej puelious NOA D. QUALITY ASSU&kNCE 0') U a U) = = M -(z U) A, DRANVING'S & TE-STS(condituedi L Nfiarni Dade Depalitnent of Regulatory and Economic Rmurcrs (R.ER)- (1) -0 0 0 -S2 -0 PGT Industries. Inc. 1070 Technolop- Drive, I Manufacturer's die dra,,vinLYsand,,�ecr1-'Z)11S_ Test reix-,rz or, i i Air Infiltration Tesi. per FBC TIAS . 0 .- X 0 L_ 0 North Venice. FL 342'75 (Subinifred under �VOA.N�0. 11 -fil 0 -. 04) 1 , j_T nifomi Static Air Pressure Ttst- per FBC. T--kS 20-1-94 E, NUTERILIL CERTIFICATIONS CL - = LL_ S C opt: Dra-.i,='-\o 1ID-5570.0, wled S --Glass Door NOA i'12M� �leel_! Wiier Resistance Test- M FBC. TAS 202-94. L N "otice of Acceptance No. 15-05-1814 issued to Vision Extrusion. Lu=ted for their .0 0 ThL, NOA isbeingissued utider the applicablerules andiegulatiolis zoverning the useof Comtructlolimatelial:�. Ille throupi- cif 21 - prepared b-, man-uf acnit-er. dated 11 0 0-c 15. with re%'Blon A dated 4 1 Lame -\ftssile Impact Test per FBC. T_,�LS _101-94 -11ILite Rigid PVC Exterior Ex"sions for Windows and Doors-. dated 081315. 0 > Cf) -0 E 0 documentationsubmitted ha�, beenre-,iewed and accepted byMiami-Dade Coutity RER -Product Coutt-c-A Sect -on to CA 05 17, signed and �-ealed by A - Lv-iui ltlillff - R E Cyclic Wind Press -tire Loaduig. per FBC . TAS 203-94 expirmg on 09-3049, be uied ua.NU= Dade C oucr; and otherarea5whav allowed by the.AUlhQjjr; HaVIM JUjj5djCtjQn (AIV), 6) Forced Ewn, Tesi - per FBC. TAS _102-94 2. N`ot&-e of Acceptance No. 16-0920.08 Lwaed to Vision Extrusion Luaiited for theff YE U-) Tlus NOA --.hall not be valid aftef the expiration date stated below The _X-Eam.-Dacle Counr�- Product Colitrol Secacc B. TE STS along i� i t b marke d -tip d iaw in g s and mstalla r ion d iaguram of shid ing gla ss d oor. prepared 100 Tan 202 and lighter Shades (Non-Al-hite) Rigid PVC'Exterior Ein-ustons for M _0 . - C/) < (In'N,hanu Dade C ounn,) and orthe AHJ (in areas other than.Mialill Dade C ounry) rei e i've th e zigb t to ha ve This I Test report on I) UniformStatic Au- Pressure Tt--,t. per FBC-. TA'S _10-2-94 by Fenestration Testitig Lab. Irc,. Test Report No. FTL 8-5,49. dated 1106,15. iigne�._ and Windows and Doot-C. dated 11,0816. expiring on 12,219,21 pf oduct or material tested rot quality assurance purposes. If this product or inaterial fails to peifcim in the a ccepted Large Missile Impact Tesi per FBC. TAS -101 -94 s�aled bv Id almis OrTe2a. P. E, (Test report reviced on 1 2 04 15 and 01, 11 16.) 3. Notice of Acceptance No. U"M15 isated to Visaon Extrusion Lwaited for their martylet. the Warn er %,�U tircurthe expense of such te sting and the AHJ may imtnediatelyrevoke - mo di f�-. o r 3 't Cvc lic Wind Plessilre T oad in g per F B C - TA S � 03-94 6. Test'fepon on 1) iir Infiltratiou Tes.1, per FBC, TAS "Brown C oated (Painted or Laminared) INUe Rigid PVC Yme0or Extrusions for iuspetid the use of such product or material within their jurisdic,tion RERreserves the riglitto revokethis along with marked -up driwings and installation diagram of vmyl shdmg glass doot. prepared 2) LTniform Static Au- Pressure Test. per FBC'- TA.S 202-94 Windows and Doors**. dated 0843.15. oLpmg on 09,30:19- 3cceptance. if it is determined byN.tanu-Dade, CounmProduct Control Sectionthat this product or material falls to meet the vequiremerris of the applicable building code ion -I'. dated 1`07 15� sig-ned and bvFenestrat* Testine Lab. Inc.. Test ReponNTo.FTLS 3) Water Resistance Test. per FBC- TAS 202-94. 4 Notice of Acceptance No. 1"712.02 issued to EINTRGI Fenestration Sohjtms USA_ This product 15, appr-m-ed as described herein andhas been desiped to, comply with the F1014 Ida JE Co de. se�aled by Idalmis Ortega. P. E� Test report revised on 021 15. 16 and 02 24 161P 4) Lane khssile Inipac t Test per FB C*. TA S " 0 1-94 I=. for their --TA-N (140 and Lighter Shades (-Non-Mifte) Rigid PVC Exteiior includIng the High V elocit-i-Hurricam Zone Test report on 1) Air Infiltra. tion Test. per FBC. TAS _102-94 It Cvclic Wind Pressure Loading per FBC. TAS 203-94 Emusions for Windows and Doors" dated 01.0;1_5 � 16- expiring on 02,04.,'21. DE&C RIMON. Series-*557CV2 770- Vinyl Sliding Gin ss Door (Reinforced) w,,'wo 9CP & 1-456 corners-L.-MI. Umfomi StaticAff Pressilre Test. per FBC� T-AS 201-94 along with marked -up drawings and installation d iagram of IMyl sliding glass door. prepared 5 Notice of Acceptance No. 16-0712.04 issued to ENZERGI Fenestration Solutions U SA. APPROVAL DOCIL'AMIENT: DrawiniNo. -NM-5570.0 Rei-B. titled -'Vw,.4 Sliding Glasss Door NOA sheet �>) by F ene sirat ion Te-,.,rin g Lab � I nc . Test Report No - IF T L 8 55 2. dated 12 04 15. signed and Inc. for thm'"Brouze and Lighter Shades of Cap Coated Rigid PVC- Extetior I through 21 of 2 1. prep ared by manufactu fer. date d 10 -05,15 and last revised on 0 2. 0 1 i 2 1. siped and sealed by 4 Large Missile Impac t Test pef FB C. TA S 20 1 -04 - - �e a I e d b,, - I d a h w-s 0 r t ez a . P. E T e -3 t r e p o r T r e I:-� e d on 02 1 _5 2) 0 16) E musions for Windows and Doors" dated 09:1 -5, 16. expiring - _ on 04:16- 0, A. LymNliller, P-E..beariug the!%hami-Dade CountyPtodw C'entrol Revision stanip with the Notice of 5) C Nrc lic NXuid Preisaife Load ing M FB C. TAS 2 1) 1- 94 T Test repw on 1) Uniform S t at ic Air Pressure Test, per FBC. TAS 2 01 " -94 - 6, Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions U. SA, "ANUe Acceptance nuul>er and expiration dae by the %fiami-15ade Counry Product Control Section 6) forced Entry Test. pier FBC� 202-94 11, LargeMtssile Iw4)act Test per FBC. TAS 201-94 - - Inc. for their Rigid PVC Exterior Extrusions for Windows and Doors"'dated Missnx LNEPACT R_x=�G. Large and Small'Missile Impac r Resi-stant along with marked -up drawings and mit -diat-Ion diagmi of vinyl sliding ziaS� door. prepared I C-,;CljC Wind Pre-,,�jLjre T oadina per FBC . TAS 20-94 09 10;. 17. cxptrina on 02,284 S. by Feriestrition Testing Lib. Inc.. Test Report No. FTL 854& dated 11,06 1 5� �igned and along itvitb marked -up draivuig$ and uistallation dia", u of vin� I sliding glass door. prepared 7, Test reports No(s). 10-0022-792(A). 10-O&MO527- -5 55753-09. per ASTNEE-84. I , See table I (sheet 7) and table, 2 (sheet �) for applicable SGD unit �5,izes, desain pressures. remforcenient�, types. sealed by Idilmls Onega. P E� Jest report revised on 0 104 16 and 0_2 11 20 16) I - bv F-enestration Te�ttne Lab. Inc. Test Report No FTL 6638 (sainple; A- 1 t1U-u A-22). dated - ASTMD 19-29 and ASTMD-635. issued by EXOV A toVtsion Emmston for cellulosic wass nroes. sill riser (see tables B-I& B-2. sheem'7-8) and anchor layout sh;�ts'requirment5 in I I thril 16� Test report on 1) Air Infiltrat lorl Test. per FB T-A S 0-1-94 11 19 10, sizned and sealed bv Jorge A- Causo. P E. ?Sviiiiiined nuder.VOANO. H- composite matertaL 1 14d i7hite PV C'. Tan (Non -white) R*d PVC'audBrown coated (T�imed or Lunwated) white Pmd P%*C'to tv 2 1 Uniforin Static Air Pressure Test, per FB(' TAS20-1-014 016,041 - iSubmitted mider.V0.4 X0. 114107 04) labeled per referenoedNNOA's requirements, 3 '1 Wa t e -, Re si st an c. e T esl, � p er FB C. TASS 2 02 - -0 4 8 Tessi report on 1, Air Infiltm. tion Tt�t. per FBC. 1A.'S 20-2-94 8- Notice of Acceptance No 14-0916. 11 issued to Kuraray Amenca.. Inc for their 3. Egrei s opet-able- do ot s must comply,.vith trim clear mdth or heiseat per FBCre clutrement. as applic ab le. 4) Large Missile Impact Test per FB(---. TAS 20 1-94 2) L'rufomi Stiric Air Pressure Test., m FBC. TAS _1021-04 "Senn-yGlast (Clear and"'hite) Interlaver", expnW on 07,04-18 4. Pocket walls under separate approval. to be reneuvd by Building officud 5) Cvchc Wmd Pressure Loadin-aper FBC. TAS _103-94 3) Water Resistancit Tes!_ per FBC, iAS 20-1-04 9, Notice of Acceptance No-16-1 117.01 issued to Kuntray Anwrica. Inc. for their LA.BlLr-\-G- Eachunit shall beer a permanent labetwith the manu;&cnu-ft% naine at loso. city. state and senes and 6! Forced EntiyTesi. per FBC. TAS 202-94 44 Laf2tMlssile Inipict Te-.,T let FBC - TAS 201 -94 'Trosdolil 1-In-ack-ar. Clear and Color PVB Interlayers. expiring on 07'08,19. follewme statetnew: "Miamt-Dade Count y Product ControlApproved" noted here= along with marked -up drawiup and insiallaticm diier-im. of - Iny) sliding- glass door pn�ued 5 C vciic Xk� Ind Pressure L oad ag per FB( TA � 2 03 )-0-4 RE'NEW.A.Lof thisNOA shallbe coustdereda&4 a remm-al applic3tion hasbeenfiledand therehasbeenno byFeneestration Testing Lab. fac.. Tes�t Report No. FTL 854". dated 121,04 15- signed and . 6) F -ofced Entr,- Te st. per FB C TA, S 220-1 -04 F STATEXENTS change in the applicable building c ode ne gatively affecting the perfccmance of this product it a le d b y I d ah nds Ort e ga. P E, � Te s t r ep cra re, - t�, ed on 0 -1 1 _5 1, 0' 1 along wlthiiv.uked-up drawings and instalatioli dlagnani of -,anyl shduig glass door, prepared 1. Staten=t lelter of conformance withFBC -51kEdition (2014) and FBC-61h Edition TER-NMA710N ofthis'NOA will occur after the expirationdate or if there hasbeen a re%islon or charrge in die 4 Test report on 1) Airldiltrition Tei-l� r,-r FBC - TAS _202-04 '102-4 bv Fene->trat 011 T stmg Lib� Inc. Test Report No. FTL 6337 (snimples A-! thni A-5)� dated I e - I 0017)_ isslied bv n-vanufacturer. dated U-14.17. ste-ned & sealed b-v L-%= Miller. P E. xluct or proces;s -Missuse of this NOA a s an endorwmem of any product . matenals. use. and or mazrufac rure of the pro 1 ' C i Unifomi Static Air Pres-sure Test. per FBC - TAS 06 10. iigned -did sealed bv joree _Zt. Ciu-co. P E tSubmitied w1derA_0_4.V0. 11- Stateniew letter of no financial interest, dated 04 -18.,17- issued by manufacturer. signed Mi for sak-6. a&ertisrtig or any otherpurposes shall automatic allytennitiate this NNOA. Failure to couT4,wrtli any 3 1 Water Resistance Test m FBC.'!�AS_102-�4 010' 0A) scaled by Lynn Miller, P.E. section of this NOA shall iie cause for termination and remoNm.al ofN0A. 4 Laf ge MisWe Impact Test per FBC - TA'� 20 1 -04 3. Letter of lib compliance. part of the above test reports _AD\T_RT1SE_XEEN-T: The NOAnuaberpfecededby the words.Miam-DadeCounry- Florida. andfolIc-A-edbythe C vchc 'V�'ind Pre-,�we oiduis FB( TAS 20-3-9-4 ( AL( I-LATIONS 4. RER_ Test Proposal No. 1741387. dated 05,,-05'17. sigmed by Ishaq Chanda- P.E. expiration date may be displaNed in advertising literature If anyportionof the NOAis displayed. then it shall be -, C) -I 6,jotcedFiar�Te�;i perFBC,TA,,2 ___)4 done in it., entffetv ilon g w itb marked -up dra w in a i and imt a lla d ia graw. o f vm -,, I sh.-I 11, 2 2 la;�- d o o r- P I r_j% artt A- - prepared by PGT. d ated 12 109 1 5and List revistd on 0 1 16. �i�mied and �,ealed b-; G. OTEOFIR LN.sFi:,cTio,_\. A copyoftlus entire NOA shall be pro %uled to the urerby the manuf-acraver or its &stributors and bv Fenestration Te-�tine Lab. Inc. Test Repoi-t No f TL 8-948- %1_0attd 1-1 04 1 1 i e d u id AlthonvL.;1,1LUeI. P E. �ubwitred ionderN0.4 NO, I Notice of Acceptance No. 15 -1210.01. ismied to PGT Industnes for their Series ibAll be ov adable for inirpection at thejob we at the recluest offthe Buildulg Official. icaled by I d alnirs, Orrega- P. E Test rep o ri re,�- i,�,td ton 01 C-14 I b and 0 11 '1 0''K co 2. G1 -a4)he.s%��'thA',-,TN,IE-1300-09 - i - L M�L cxpiring on 04 14 21 55701-1"70" N'inyl Shding Glass Door tReinforced) J This NOA revises & renem.'NOA;�20-04 29.0-5 and cmsists of thv. paize I and evidence pages E- 1. E-2. E--;. E-4. E-5 & E-6 as well as appi-o-val docunkent mentioned above. The submitted doctmientatioawas ieviewed by IsbAq L ClImada. P1. T-h.icj 1, Chaach, P,F Sup#T-vizz't Lhaq 1. Chanda. P.E. Ishaq 1. ch3ada, P1. Projurt (ourroi 1-ult Pro duct ontrot Unit $up-trrisor Prottirct C'outrol Unit Superrisor NOA No. Z 1 -0."0; -W NOA No. NOA.No, :141.*01.0 'NOA Yo. 21-0204-0 INTY ExpirationDatet April][4..'026 Expiratiou Datt� April 14�' .0.'6 Expirmion Dam: April 14.201.6 ExpirationDmet April 14,!026 Approval Dat#March Daw Marzb :Q!1 Appro-31 D-tt+: March 2;. ' .0' .1 Approva I Mte: X13rch N11 Fag* I E E -3 P GT Indm tries. Inc. GI Windows and Doors, Inc. Pt:,l luditirriee.. Inc. NOTICE Of A( CEPTANC E: EVIDENC E SUB -NUTTED NOTIC E OF A(- CE PT.%-N('E E VIDE N CE ';1* B.NHT T F D NOTI( E Of A( EPTAN( E: EVIDENC E'�t-BNIITTED 2. Evidence Submint-d under pre-sious subinittal F. -NL-kTER.LUCERT-IFICATIONSicourinue) 3� New Evidence �ubmtmd kAR Quailex, Pan -Super Spa cer Standard �Vitli AS_111,1 C`518 Tlierrrol CoPA-.Lc i%,m 2 2023 A. DRANAT�;GS 0 881 BTU -in, hr -ft--=F. AST.N4 F 1249 ASTNI 1339S`� 0��veli-PISS ASJ_\_1 A. D R.AWIN G -S Draw-11117`No. XID-5570.0 Rev B. titled --VinvI Slidule Glass Door NOA Aicels 2190 I.G Durabiht,,i�N.o Fog -Pass. �Snbintned wider previons A (X4A o, _75-0409. 05,0 X _\70_ _jjD_5;7(j.(j RevB. titled '"Vin7vt 1�,hdwz Glass Door NNOA (I"M I Dra- It1g' sheets I I tbrouili -11 of -11. prepared by n=ufactlife-r. dated 10"051-5 and Iasi revised on 1-2120. 6. Pan Duraseal -xith ASTM C�51S Themut! C'ol,,dac*1v1t-,- 21-22, B-7-7-1.ri hfougl- 21 of 21 prepared by n=ufa- rure-_ d ited, 16 0 � I ` and LisT rei-tsed on 02 0 11 -11 V 04 signed and sealed bv A. L,.Mn %lillet- P.E Quanex C0lM,1'v-in2 signed and staled by A L-.T4n%1AI&r. P E hr.-ft:-�F. ASTM F 1249 WVTR-R-�,5. ASTM D *1434 Argou Pemaeance-Pa&s. AS-77-M E :46 48 Note -Tins re-ision c<xisisisreplacemetil olf�,�uiw CNIS!= MSTallaTIC-111 >r-re'x �vllh flat head- Virttia.11 PI Review Assist, ans RevieW B. TESTS 21 So I G Durabiliv.-No Focr. ASTM E % De-�,,� Point Develooment -200F ai bs� hied der A70.4 15-0400.05). for C Inc cOMPIeted an Ompliance - d 1. Test reports on-- 1) Aff Infiltration Test. per FBC. TAS 20-1 -_04 (Subut un _Vo. - B. TESTS aPproved With the 2020 hY I Unifonn Static Air Pressure Test� Loading per FBC. TAS 202-94 Vision Fxtrusions- Ltd Parts comp��uilg w ith PVC -AA_%Lk 303-13 Vohirrtai,� Specification *_XT 1, Norte Deb F8C 7th Editjor� I Inne Klahr i PX2300 3) Water Resistance Tesi. per FBC-. TAS 20.2.2-94 or Profjj4nfor Vij- n E_..jVjSlo --__ T' -1 b,,- for Rizd Poh�inyl Chloride (PVCj ENtem or,. 1.-td _X 4) Large Nlissile Impact Test per FBC� TAS 201-94 AXXCA Fenestrat ton Exterior Profile (* ert ifica t Ion Pm Fp-am. 5) Cyclic Wind Pressure L oadmig per F BC. T-A S 203-494 OJO-9. oks) (ALCt'LATION"S along with marked -up drawings and installation diagrain of all PGT Industries. Inc 8 Vision Exin i,-1011S. L t d. Part s c on4) ly 11 �,,g -X ith 'AD VC -AANLk ; 0 3 - I I one representative units listed below and tested to clualiAr Dowsil -91 and Dowsil 983 3ihconts� i8nhyt hied iiiielti-A'0A.V0. 15-0400� 05,0 1). SSI-R-kNCE (D prepared by Fenestration Testing Laboratory. Inc.. Test Reports No- 9 P'%'(__-AANLk 303-13. Voluntar- . Specification f6i Rigid Polr�mvl lilond e (PVC ; Exjerio-. QT-ALITY A F -7897, PGT PW55 20 PVC Fixed Window (unit 6 in proposal-. dated 09,0314 TL T A -1 by AAINIA Fentsti-ation F-mehof Profile Profiles for Vision Extrusions A..M. _X 1. _Nfianb-Dade Deparmennt of.,Rep�ilal or.- and Fconorulc Resoufce.!� ARER) HL-20-2107.1. PGT SGD780 AlumununSliding Glass Door (unit 7 in proposal) FTL-20- Certifical lon Proarani 2107. 11 PGT CA740 Ab= Outswing Casement XX`mdow (unit 8 in proposal) FTL-20- 10. 'Notict of Acceptance No 18-1117.14 issue,', to Ener-p Fenestration Sohation- L7SA. Inc t,01 I _NL-kTERLkL ( ERTIFIC ATION-1-3 Cz 2107.3. PGT PW7620A Ahmmurn Fixed Window (unit 9 in proPOS'ar) and FTL-20-2107.4. tkir --Ta,n 3040 & light shade (non-n-lritei NVInte Rigid PX"( Exteiioi Ein-usioir; for I Notice of Acceptance No 19-030,02 issued to Kuraray America. Inc. for th& > PGT PW7620A Alunlinum Fixed Wiadmv (unit 10 mi proposal) dated OT 13 "20. all signed Windows and Doors-. expiring on 02T M'21 "TroAfol't I-Itraclem. C leaj, aud ( olor PVB Glass luterlavers_ expiring in 0-1, 08,24 Co 0 aad sealed by Idalmis Ortega. P -E 11 Notice of Acceptance 'No- 1"122.02 issued to Energi Feutstration Solution- USA. Inc- for 2 Notice of Acceptance No. 17-0808-02 issued toKtuai-av America. hoc. for their their senes Al"hite Rigid PV( Eiferior E xtrusions for Window�s and Doori __ exptrw on -Senn%-Glast K lear and lililute) Glass Inteitivets*'. ex ' i on OT04,23 pu-u 2 > 0_ C . CALCT"LATIOINS 0 2 '2 8 - -23 A -Notice of Acceptance -so 18-1106.10 issued to Vnsioti Extrusio"ns Liwtited for their -Brown 0 CL < 1 -Anchor verification calculatrons and strucnual analysis- compt,,mg with FBC 12 'Notice of Acceptance No 2M103.03 issued to Eriergi Fenestration S-olution. USA. Inc. fof C oared (Painted or Lmninated � White Rigid PVC Exterior Fin-usiom for Windows Edition (2020). dated 04,22 ..10. prepared by manufacturer. signed and sealed by their '-Bronze & light shade cap coated White Rigid PVC Exteilor Emrusious for and Door-,*'- expihn, 2 on N_ 30 -14 -1-0 0 ,knthonvL,vmn.NfilJer. PE Windows and Doors". expiring on 04 16 4 Notice of AcceptanceNo 18-1106.11 issued toVision Emnislotis' muted fortheirsenes Glaz-ing coinplies with ASTM E1300-04. -09, -12 and -16. VF 1000 Tan 20" and lightei shader, 0 otr-White) Rigitl C ellubt PVC Exterior D. QUALM ASSU-R-kNC'f IF. STATENEENTS E Imu sions for Wiudow� and Dow �', expinag on 12,29,211. 0 Miai�ade Depammient of Regulator�� and Economic Resources (RER). I. Statement letter. of conforinance it) FBC Edition f 2i_124 klated 0-4 22 -1 Q1 issued b%- manufacturef- �,igned and sealed by _Anthon7,� L�,Ylu Millei. P E. IF S TA TE.NIE N TS E. A_LkTERL-kL CERTIFICATIONS 2. Statemmi letter of no financial lnzefe�t ar-.1 of itidedeudent. is�ued 1)y manufacturer. dated I StarenwilT letter rof conforma ice to FBC -1 Edition t2024 dited 021:0121. issued by I 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America. Inc. for their 04 ig'20. signed andsealed b-;Anth,-_invLvm'Ma1ff. P mainifacti-wer. ,;2aed and seale%al tt-,.-Anthow; L-,MUNIWin P-E -1 -Trc;sifoI* Ultraclear, Clear. aud(olor PA-B Glass laterlayers". expiring on A Pm -ate Lab�hn2 Ameeniew'docim-ent b_ev�veeii PGT. dated 03 30 1', ;uid sianed bv all 2 Private Libe-lilig Azreemmi date", 4`3'08,21 b�etween PGT Indu-;tnez, Inc. and CGI 07 08 214- involved parties. WadoNvs arid Door� Iiii: -,imed b�� Dean IML AD E� - VP Engweerino. on behalf of co 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray Anwrica. Inc. for their b*di cori:4).Uws, -Selim-Glas I (C lear and Albte) GLiss Inteilai . en - exIMM9 on 07 �,04, 21 3 G. OTHERS 3. Notice'of Acceptance No. 18-1106.10 issued to'Vision Extrusions Luntred for their "Brown -bite I G. OTHERS Coated (Painted or- Laminated) AN Rigid PVC Exterior ExtruSiOlAS e.--�piringl 042 1,2 1 1 This N`0A teviws& renews NOAZ 2(1-04!9.05 CGI'i� explr= 04 14 26 for Windows and Doors". expiring on 09 30 24, 2 RER Test proposals daied0I 10 20aIrproved In Ishiql Cb-uid3. P 'E. expiring 2, The L urrent assuc!a t ed PLA C G I f Lie 2 1 -0 'M.01. C4 14 165. 4, Notice of Acceptance No. 19-1106.11 issiked to Vision Extrusions Limited for their 04 142 1. series -NE 1000 Tan-202 and lighter shades (Non -White) Rigid Cellular PVC LU Exterior Extrusions forWindows and Doors'. expuW on 12-29,2211 < (3) 1-1mcl I C-hau&l� Pl- C hmu&. P1. 11hact 1. Chluda. P1. Pioduci Control Unit Supem!or Product Control Unit Sup#rti-,or Product Control Unit -Sup#rvi-or NCIA No NOA No. :1-020S.03 < NOA No, EipiiatiouD.stt., ExpiratiotiD;110. April 14._*02.6 Expirationtiam: ApriI14,2,026 Appioral Dito- M:%reh _'4� _M:1 Approvall)ait, March2F.20.21 Approv3l Dat#� March .2S. 102 1 SHFFT NO, August 10, 2022 PA 1.4 __ - 11 11 1 - - I I I I - FUL __ _11l I I I I - I - I'l I .-P11, I 11-!J� - q r I I I I L I 1- 11 1 11, 1 11.., - I __ I I I - I I I _L - __ __ ___ - i (D (D > 0 MIAMI-IDADE MIAMI-DADE COUNTY ap 0 0 PRODUCT CONTROLSECTION Cast-Cretc USA, LIX Cast -Crete USA, LIX Cast -Crete USA, I LC DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) 11905 SIV 26 Sirect, lZooin 208 BOARDAND CODE ADMINISTRATION DIVISION Miami, Florida 33175-'474 1�78001S-2590 F(786)315-2599 NOTICE OF ACCEPTANU: Ek"ID.ENCE S-1113-NIEFFED NOTICE OF ACCEPTANCE-: EVIDEN( F SURNILI"LED NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'r'I'ED = Cz NOTICE OF ACCEPTANCE = (D -0 0 Cast -Crete LSA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-060404 3. UNDER PREA"IOUSAPPROVAL 14 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 6324 County Road 579 A. DRAWINGS N. DRAWINCS A. DRAWINGS 0 0- Seffner, Florida 33584 1. Dravvitzg.,Vo. FD4612, tilh:41 "Ilre,-eisl and Pre �Ire.� �,-?d ! inlcl Pelwl.k ". 4xei I ff 1, o I,T)4612, lilled "Precast and P111N1V('SSCd Liniwil')eluds "Sheel I of 1, Drawing Alo, FD4612, titled 'Trecast and Prestressed Lintel Details sheet I of = 0 LJ_ prel,tire(I 1,1, ('rtj(s� Pjlr,rino, 11 E*, daiedWarf 11 24� J,,�tm mg,VO, L 740172, thled 1, Ji'Ve I h I C'd 1).1' ( 't 4 1 i(' I 'I Iri -itio. P dated,,� hir� h 24� 200�� and Drinving,%'o as � I 1. dated 03,24./03 and Drmving No. LT461 titled "C' i-C -ele 4 ", 6 12 0 C:) > SCOPE: "Ca%t-Crete4r',6"&r 12" linfvlSal�, Loadlilhk%" Vli,?Ct�,�i�,iii-"I��il-�of3,i)t-l�l,,It-,,Ih��- 1 LT-k 1", litled "Casl-() etc .1 ", 6 t�� 12 " LintelSo Load Tables ". shects I le Lintel Safe Load Tables". sheets I through 3 q1 -3, last revision dated 06/12'14. all -o F= (D 0 This NOA is being issued under the applicable rules and regulations ggovcrn�rg the use of construction material,,. Craig Parrino. P, E., doted,klarch 24, 2003, la-st rev;,Sion -1d ited APril S 2003 bwh gh 3 e 1,)r(,TmrtJb,v -it 24� 003, It- 1hrou _'ruh! Parrino P11"., dated.11aic Ist - i ', � on 08�,11 9/14, prepared, signed andsettled hi Crai�g Parrino. 1', E The documentation stArmitted has been reviewed and accepted by Nfiarui-Dade Couril.),� RER- Product Control drmvings signed cind seated bv Craig Peirruu,�, P. F. revision 4 lait"I'lhirch 11, 2008. all signed and sealcd bY Craig Parrino, P F.. on CIO C_ C/) Section to be used in Miami Dade COLIno, and other areas where allowed 1)), thcAuthority Having Jurisdictroo B. TESTS Alarch `012� B. TESTS -0 . - (AIIJ). Test report onflexw-cd testing oil 4 ", 6 1-1 f're, a-st Concrete i inte"I !�=Iflk!dand 1. None. This NOA shall not be valid after the expiration date stated below, The Miarril-Dade County product Control Section (in Miami Dadc County) and/or the AIIJ (in areas other than Nliarni Dade Counts) reserve the ris_jit to have 1.,'nJiIIedXh)de1s. tozal qf'(13) (:,onC.yeJe Joll,l hI -.52Y-94. prel;orcd bvAiy�hcd Research Laboratories, ReportN't? 30404A� �Iated 04� liib,03� V�,QhItYIW0 B. TESTS \r,,n,, C. CA LCU LAT IONS st-Crete Lintels, dated 08/1 9�2014, pcirges 14� 201 throug Calculalionsfi�r Cas h 14,236, this product or material tested for quality assuraricc purposes. Ifthis product or material fails to perforrvi in the waled h-v Chrisfulih. r A, lianron� 1'. E". C. -A LCLI LATI 0 N S prepared hY Craig Parrino, P. E., signed and sealed by Craig Parrino, ir. E accepted manner, the manufacturer will incur the expense of such testing and the AfIJ may inimediately revokc, modil'y, or suspend the Use OfSUCh product or material within their jurisdiction, Rl.� R rv%crves the right to revoke this acceptance, if it is deternimed by Miami -Dade COUnty product Control Section that this product or material C. CALCA'LATIONS 1. Lhaels. INW%, Ph! part roa I , D. Q1. A LITV ASSI i RANCI D. QUALITY ASSURANCE 1. Bv Miaini-Dade County De irnnent of Re /h gulatory and Economic Resources (RE R), fails to meet the requirements of the applicable building code. Tlarrino. P E., signed andmuled hY Crefig, Parrino, I' E, 2. Calculations Ior Ca_N f -Crete Lintels, dated 05�`29,'03 E. MATERIAL CERTIFICATIONS This product is approved az) described herein, arid has been designed to comply,,sith the 1-ligh Velocily Hurricane Parrino- P_ E, signed and sef ded b1v Craig Parrim), P h' F M ATE RI A 1, (" ERTI F] CATI 0 N S I None - Zone of the 1, lorida Building Code. DESCRIPTION: ( Cast-( ' 'rete 14", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: . 1. None. F. OTHER APPROVAL DOCUINIFNT: Drawing No, FD4612. titled "Pr"ast and Prcstresscd Lintel Details"., sheet I of 1, 1. Cast-Cretethichine Made Prectol Lmlel,� rt-O.Nedon.41a.1 F. OTIIER 1, Letter ne I Wig firom Cast -Crete USA, Inc., dated 0817 QV2014� sig d (Ind sea ed by C ' prepared by Craig Parri no. P E., dated March 24, 2003 and Drawing No. LT4612, titled "CasL-C rete 4 "', 6" & 121- 2002 1. Letter.1rom Casi-Cl-vie Corlwralion daled Februar, 03, 20 12, si�gned and sealed Parrino, P. E.. eertt&ing compliance with the Florida Building Code, 2f.914 Edition. Lintel Safe Load"I'ablios". sheets I through 3 of 3, prepared by Craig Parrino. P+11., dated March'424. 2003, last 2. Cast-Cretv Qualin, Svslem ManualJor Prestressc .1i Products dated.?t)02, V1 4 Crai" Parrino. 1'. E_ certif ing coen[diance wnh ihe Floricki [3uilding Code, 2010 TOfiSiOn dated June 12, 2014, all signed and scaled by Craig Parrino, P.E.. on January 22. .1019, all bearing the Miami-Dadc Count), Product Control Revision stanip with theNotice of Acceptance number and the expiration 2. EVIDENCE S1.13MITTED UNDER PREVIOUS APPROVAL 9 08-0320.09 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS date by the Miarni-Dadc County Product Control Section 'GS A. DRAWIN 4. EVIDENCE S(JBMITTED UNDER 4 13-0321.07 I� Xone, z MISSILE UIPACT RATING: Large and Small Missile Impact Resistant Drcntring No. FD4612, titled "Preca%t and Preslre�,sed lintcl Dchid-s". shcvl I q / 1, A. DRAWINGS LABELING. Each lintel shall bear a pernianent label with the manufacturer's name or logoand the Miami -Dade ; preplerre,41 bY Craig Parrino. 1. E.. dated illarch 24. 20,03 and Dra4� in�,,11 Ao 1,1461-",', wled � ", None, & TESTS Count,,,� logo. "Casi-Creirc .4 6" & I Lintel Sq /c Lwid 1'4jhlv,� shects I through .3' of 3, prq)e orcd In, 100 3, last revi6jn dated 11arch 11. 200S, Craig Parrino, P. E_ d"ted �Varch 24r - - 13. TESTS J� None. W REIN'EWAL ofthis NOA shall be considered after a renew,al application has been filed arid there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this Product. L_ B. TESTS 1� NOW 1. None. TFWNUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the Materials, use, and/or manufacture of the product or process. �Misuse of this NOA as an endorsement of any C. CAL(J."LATIONS I None. D. QUALITY ASSURANCE C. CALCULATIONS I b�; 1lianti-Dade C"oun�y Department qfRegulaiory and Economic Resources (REJ�j. , oranV Other Purposes shall automatically terminate this NOA. l"ailure to comply with product, for sales, adver-tising any section of this NOA shall be cause for termination and removal of NOA. I None. D. QUALITY ASSURANCE, E. MATERIAL CERTIFICATIONS ADN'FRTISFMENT. The NOA number preceded by the words lkliarui-Dadc County. Horida. arid follcowed b� M QUALITYASSURANCE I ByMlavu-I)od,� Counti, fl)cparlworl and [,,4 wnnni� Resour(es (RER.� L None. the expiration date mav be displayed in advertising literatare. If any portion of the N10A is displayed, then itshail 1. Ity Aliami-Dade Couniv Budefing Code Coml)hatwe Qfficc-, be done in its entiretv, NIIATE"RIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTI FICAT IONS V we. I . Conq�liance Letter with the Morida Building Code, 2017 Edition, issued �v Cast- shal I be avai lab le for i it spect ion at the job s i le at the reque st of the B Ui Id 1 n g Offic i al. I None Crete USA Inc., dated 7 Sivied sealed 1) v Craig Parrino. 1'. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- L E-2. E-3, E-4 and 4, E-5 as well as approval document mentioned above. Makar. P,E.. M.S. Ilelnr� A, Makar, [I.E., M.S. L�41elmy A. Mahar, P.E., M.S. The submitted docurrientation was reviewed by Helmy A. Makar, P.E., M.S. Product Control Sec(ion Supervisor Product ( ontrul Seclion Supervisor Product ControiSiection Supervisor / NOA No. 20-0630.15 111117MIAMICADE COUN H NOA No. 2 - --06-1.15 Date: 09AI12023 NO A N o. 20-0630. 15 NOA No. 20-0630.15 Expiration Date: 09/1112023 Expiration I'Apiration Date: 09/11,12023 Expiration Date: 09/11/2023 Approval Date; 08120/2020 Approval Bate. 08/211 I Appi oval Date: 08/2012020 Approval Date: 08120/2020 Page I E - F - 2 E - 3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SL TBMEI _FFED 7. EVIDENCE SUBMITTED LINDER PREVIOUS APPROVAL 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWI NGS 1. A'one 1. \()ne_ H. TESTS B. 'TESTS 1. Nolle. I A"onf, C. CALCULATIONS C. CALC(L.,ATIONS 1. None. I k'one, MAR 2 5 2023 D. QUALITY ASSUR,-vNCE D. Q UALITY ASSURANCE 1. Bv �Viconi-Dade Count � Dep� aronent o'Reizulatoty and Economic fles(nirces (RERi. 1. 8v Hwini-Dade Couniv Devarimcni t)l Pegeihvori and 1�,cunonm pesollrtc� RIJ6 E I-. MATERIAL CERTIFICATIONS 1. None. F. MATERIAL CERTIFICATIONS J9 N F. OTHER 1. Compliance Letter iviih the Florida Building Code, '101 Edition. issued by Cast- F. OTHER I Conq)bancc Letter it ith the Fiorida Butldin'[� Codc, 201'7h,'� fition,, i��siecd bv Ca�/- Plans Virtlial Review Assist Inc.' Review U) 7. for completed and' COMPliance Crere hic., dated _08/08-'l signed & sealed bv Craig Parrino, P, E Crete 1 ��4, Inc_ duled 08/08,1 si�igned ck� scoled 1w 0-aig Part ino� P F with the aPproved bY 2020 FBC -lot Coinl0ance Letter ii i1h the 1 -ida 1( 10 1 1 It( n i �, i �,Ie, i hi Cosl - 7th Edition Oebra Anne 91ahr PX2300 > 8. EN71DENCE SUBMITTED UNDER PREVIOUS NPPROVAL # 19-0130.14 Crele Inc., daivi 106 11 /2Q s i'vicd seoled hY Craig Parrina P T co 0 A . DRA**N`INGS DrawingA'o- FD4612, titled "IWLV,�l and Prestressed Linie/Deta.i(s ", sheet I q/ > 1. prelnired h v Craig Parrino, P,E., daled ,Varch 24, 2003 and Draiving .\o, ' L T46 1 2� titled "Cast-Crefe 4 ", 6 " ct, 12 " Lintel Safe Load Tables'�, sheets 1 0 < Parrino� R E_ through 3 o prepared by Craig dated March 24, 2003, last a revi-;ion datedJune 12, 2014, till signed and sealed bv Craig I"arrino, 1'. E_ on C) 22, 2019. Januar - B. TESTS 1 Alone. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By ittfiann- Dade County Department of Regulatory and 1-conomir Resources (RER). E. MATERIAL CERTIFICATIONS L None. F. OTHER L Article qJ'Conversionjor a name change. t -1 .q. e1mv A. Makar, P.E., M.S. llellmv A. Mahar, P.E., M�,;_ LU < ('A 2! Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630� 15 NOA No� 20-0630.15 27 Expiration Date: 09/11121023 Expiration '.)are: 0911/2023 < Approval Date: 08/20i!020 Approlal Date: 0&2012020 E-4 1 SHEE7 NO. August 10, 2022 PA L ECW fih1C. TILLIT TESTING 19 ENGINEERING M CO PAl1iY - -- 1 ' . - 1 ' I ' i- u!tcmWiraaol.Cr,M ,LP.E,E=aVW �c JI FLL A L-- Xllc7IS PRODUCT EVALUATiQhL REPORT REPORT NO.: 20-0728.01 DATE: Ju;y 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Parel, PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Gtoba1 ProtectionPxo4l.wts-1 4600 S.W. 51 Street Davie, Flor'da33314 L_PURPO OF EVALEUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr.. P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 10 of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with tine 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at bast equivalent to that required by the Codo. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect Its limitations and conditions 2_ EVIDENCE 3UJWffTED: 2.1. PRODUCT EVALUATION DOCUMENT (P,Ill Drawing No, 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07i28•'2020. This drawing Is an integral part o,tINS Evaluaion Report. �EI��`tA. T144 0y L�CE41 `,--.Lit 0 No *416 i > -7 .. r'' 6355 N.W. 36th street, Suite 305, iL Art Florida 13166 - Pht7nc: (305) $71-1510 - F'9rrl`I`f,&A'flJ tIll"Al PRQD-VCI kt1,41UAILQXy rP trr Nit IQAIZMM 2 IN2.�'E�T FtIE PORTS: Large missile Impact and latigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, ir1c., Reports # 96-565 dated OW09l1996, #96-570 dated 09118/1996, #96-T30 dated 09/20 t996, all three signed and sealed by Hector M Meair,a, P.E., Fenestration Testing Laboratory. Inn, reports It 2032 dated 04116i1998 and # 2126 dated 10/05,F1998 witnessed by GYlber Diamond. P.E and ReportNo 0219.01-09, dated March 4, 2009. signed and seated by Edmundo Largaespada. P.E. and Henry Hattem, P E. Tensile test report rdo. 9CM-197 ;=y OC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate P.E. 2 ,&$TRUCTURAL ENGINEERING ALC3tLATiONS: On 20 Gage Gntvanizect Steel Storm Panel to rnaximum panel length vs. design wind load, as well as roaxlmurn anchor spacing vs. design wind load and panel length baser' on rational and comparative analysis, and it accordance with socXlorl 1616 of the Florida Building Cade. Calculations prepared by Tilteco, In';_. dateit 11103i08 and 0311215. signed :and scaled by Walter A. Tillit, Jr., P E _MALE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol 4. WIND LOADS RESISTANCE,; 20 Gage Galvanized Steel Storm Panel has been verified to sustairr wind pressures. Maximum panei length shall be as indicated on sheets 8, 1u, 14, 15. 16, 19. 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No. 20-176. Maximum Anchor Spacing strati be as 'indicated on sheets 8, 9 10, 11, 14, 15 17. 18. 19, 20 25 arid 2Ei o� 26, of Product Evaluation Ooiximent (P.E.D.), drawing No. 20.17C 5..INSTALLATI9LI: Installation shall be par`orma_d strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 25, of Product Evacuation Documerl: (P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as indicated on sheets 8. 14, 16. 25 and 26 of 26 of Product Evaluation Document IRE-li drawing No. 20.176. ` hY4\�IalgNli(IlfNyyryA �,q.. 7:(�7T J' 4?•-,,I`'CEN e"-,S 11 �1 1. �' 5T s t e r or E s .cS1ATc OF : ;� vo )1,ff4mil LLli GENERAL NMES_: (I MR 2C ritGE941b1N Sf[II L70NW-PANIM - '-',N' WAii. n'r.I R, .1 :1 •. ,. C EA + I, sue---• • 5'OA. 'AJ:LL ••JW`• C, � %A'.GOX' 1NN1Ar')N CO:UYINi r"CD) 'y' IN`J R{="II',1;. "A r(A/PYIAN{r ,. -ti>�^�A€f SHAL gf ., YC rl.31E-' N 4 W ,l II 13 21 `1-L'iA,Nf'.E f"-- "$ 2:'7' _'"YN,, M -•1[ rtpRwlA. 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O '"'M"I A "1Yk 1 Y Y" i -_ T/ •:. .,/ I-S ANL ,RS. S CYk rREMFEL ® hL A'C/W .C.PtW. UrUL a Ste' O o-DPW 50ADM I:OP1L I N I'c ,e"x1 9 Wr'Fj r _,u OAN( Wyk TYYI I` A-4 AIN II lk IS Vd I'(*I A.4 gAN4,If,W'T,*W1 Rx L>� COWSP'W.!K,N -• TrMS inRAW N S Y Y OWR. DE 4SED V, I16'CAwi PERAN T-1 N TYMr fir, STAI OT -kiA PR(ypA'R ti'WKN T -7CT1 P 1 ) NI\IIIIY•L/lrsi>E .w "•_,-�•'-•"'-•'_� . rT I'A'y..r,.YPP m_IIOII A'S P-11 arf1AITL R, IWI-FA"i1 lL0$W.RWT-- + ,I�T<� A. f,/t�fplfW�..• .' "I'll" �i FLORIDA 9U1_LDING CODE ill h VW -Ty N�.Iica.•. ZRn9 �' _ i 9 r 1 61I•ARNIAL,A• LIMLITUM 4 'APLI]I.1 AN•�HOfiS ElrO PAlit "TES AI L`f Iw-ck•"+ .KI 1 LNrni :,,e nSwY �• I - - N.1}_.: -1 _I . ✓EF : I/A' - 0.C]V nLT III;` I CAGE GAEVANIIED SrrEl STORY PANEL I 921 !,ALA-:h a S ILIO-S. , RK-t Ir ;,\ _ Ia f1�@pOEO _ [Wed' 1IO. -/6. INTO .ME •: Il.y[PETL +3.lILT, IWYL- N:I .��•,TA� INTO S1VrC TANLL * psRulmr "A" W-7c s:F+ . USED SKY! Ot ' I /2- Lr:NL YWYWI.RI ✓ ..,, j 5'T�CLO 4 x 167 - _. A, - - _ _ _ �_i0 _ __- - . t T G.I�fWc GLOBAL. PROTECTION PRODUCTS, LLC. f1-.. AWj '' w•N.I.II. F-o WAS- N'- I' sr . z -a Z` #_ ' SiA,T CF ;,,� IO Ilse 1 i9'. O - F 'A 'c loll D� . ` A m 5R a sxn "1'. I, ya cwo`nc�Tl.a �, 3:.L , P_]1• yF.. IA'eE.A _ l >•.OH. . In I.W. -1 1. :,N;E i-W ;' z - ' :5 9 ",.S OVA E..,�_r�1,.`, 1• _."-� _ . ., N. ' - . - -- - u<y5 INSTALLATI N DETAIL_ Oj2 REGULAR PANELS, I dt '1A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ,l kr-L N....», - sc pox-.+ L•ONCK`S N`A: ___- S.'em E +T _[ - C - c.."M aYt-Icr- - I .sal $CJ'i - (RT sc„ ,,L aN - %I d Etfi-,wG Pc alLti SNLiTS III "IS,-, WW,C „OLOWD TE .. E ,rolOLm, 91k Cow-(' E Mr-w 4, cc«cPEFE AEOt.�IEE+ - - ,.,, . „ - . , 1' >5 II I f Yoe - I -.-11" ,.. -`: L.. yr. j, : _ _ --r r ir- ,- ,y. 3Y1 .. 9C { Ar'. i+, r:vl W1� I W11L � P L aK! I I Rnr f1t yyIO-E rl°n� c i Pry �2� R 1.s RI7 l Pr U y .IY I , ". aG Ia+ use' # n.N N;fa,uE.rrF O¢o1�iRCrr, - - > ' Ili ;6i c`,Yi11A s• & - o:M, [ L "urn A 4 I a 3 , 1 fI ie":' ae I- ¢E SCIeaIAc P r + Nm t w E a .'. x--1 1' If . � - � —y I I I -,, I --b, Y.an i �. t 'J: - P 1 A 'S y I I 1 , r i I 1 t t , _ I I I I I I 2 I , I -1 I ` I i ., 1 - 1 r i •6: t E , I 1 3 I I 1I,,a/w ' t- ) mow-. ¢ i �3 -Noa I 1 4 . �� _. . 3 I � ,I' i�c r Abu^ , I rKA,meA I !AI�n • t- Ir I Ere -. Taws- EF 1 j --- ' C .' - tP. I I p ° - - rb.-. " n S I GAY;+fIlY.. F'cuRiD A -^' V _ - Nn - te -.,,-1 CO+K3+CrE 1/c..m ...f +I" I...a ..s -I, rn..:; I2' Y. ._.. AECW,IMTd rN rY:xrr,. 1".Z" 1, r 49 ,- �.. .....,.. Val r.. .,... W'Lr a] .A.F P - . r a:p•'APE AN13�F. tinL'I€ A.It..'_ C wAA�f k+ F W t .. 0: II ,+��W ' 1 1I Y,.m ER IY.4I - A1ys ` w Sm,rJ n41A '.+: 'A" (7, r:wrl P,I S+,E111.li 'U's' Iso' .,C NCr.A.E - cam, ( 1 ":. r,.,I 444 W rA u. A!'E S'i 1I 1R" CMI 'I'PKIs 6 41W4aL 0, 5'Hzf 9 1"Y rN.G-' 01 °f�ICV i' N '.,- _. KI r,f d'1P�k W r>1i.ICVV.FI',n 9I WALL MOUNTIN r- F MOU ING BUll p OUT MOUNTING TER TE BUI UNTINO 4 t.11�11.01i�I�L44iL_ � 8I. 1'itl�i?,i2SfT 1!Q � SECTION 1 SECTION 2 SECTION 3 SECTION 4 ^?._T II �L ='.- 5G4-= S/R-"- SCAU 1, ] I " E.D. - ED" WANc2 -il-x' r_ r �.' 3 S 511- . 6 A R ; y r I o�ir' i ti . , l ttDt CST tN _ _t N 48 —� I ' a • TOP 4 6,17TO l MGaN C-v at 1 ^" . t LYYN�Ett �IT� /,�, COMP+NEC I, ANY 'WAY 10 y_ T ANY 1 _ .� " O� V INSTA{.EA?,9N - r. . i ,,:kc J,SF may'-y A Tau \-3'I � FLORIDA FILOLDING CODE IHfgh Veloc6_LY Nurrisanc Zonmp', 0' L iY'- - l ' s e2029 11LTEM .ws. T R r I 4 rcPulAsn: G A vAN IEO STEEL STORM PANEL ZDGAE aL E c m "Ir r url E i c I I --E Y.,PIf,W.1'I -•N ;r, z r ,. : 'NET _.�.�..,,..,.,..-,.._,_-. _I r-e-_'- - --- -- - � -�_T, SI•�ET^.": ! r.71sY,f„H RI s�Ss - N1r1:. Tar..... .z PROTECTION PRODUCTS o'- .. GLOBAL LtC. . r ! -AtlOt` 0 rwc ,A - NA . S 1 N Y U T F x s n C E ICJ G AND O N YNG S 'F-' I:N1g. n w,. r 1 GOP I'll S ' ILL( iM6111[ RIN,o cE],a,AM • / -•t7 -.✓�-. . 1.W .. >r >. Y.c+a. anon 'w_L -.s. elwa 20 b fit �foa, N N • Y.,+ :iE:L� h _ )IM A ( lAL& A 1 L H.m Tai ....,alW N� A>, T u T.H 7 E SLN �SNN.'-,`YR CA-. E r9 B I -�" f M I I 1,_ :�= C`,_ �YI IY,.' _�_ f--_.t--=-i f, a n I ERLIPUCIFYALII LTI(N REtTU1f.LND-"--C rslyr ,..M,A,TERIAI +CliARAC,T-ERISTIC•S AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E D.), drawing No.20-176. Anchor speclications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS -OF USE: 7.1. Shall be strictly 7n compliance with General Notes No 1, 81hru 14, indrGated on sheet 1 of 26, as well as General Notes # 1 III 4 and 11 Thru Ili, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20.176 prepared by Tilteco, Inc. and signed and seated by Walter A Tillit, Jr, P.E. 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Fionda Building Code 7 3 Product shall only be installed into poured concrete, concrete block, anti wTJOd frame slructurns. Product Evaluation Report prepared dy aWalter A Tillrl. Jr., P-E. (Florida License No 441il President of Tillil Inc. (Florida CA-0006719), "II"JI.00l1N114e, va\,`�, N.il(o'i 11 - � - .t- =-�--T " : 44167 xp(: * *' ' Ti E v STATE i. ` :1 'fAr,� 61(i lit ivi., -, eIh �I""Iff(111115P\I i11AT-ILL p", TILTECO AOMON RECORL'S , P. E. REPORT D - GoIrAl. 4`fai7LLCTi0n P'iIiOI IL- IS LLC , ?G C-AIAE GA,L VAI IELt STEEL 5T OR&II PANEL, ORWC WI'f1l,S, R,. ui`f I2GC172801 ZI T—W aw.. 7M.LI1" OPFSTINIG 9, ENGINCERI'NG COMPANY I'rtO (A N.��.°3.I�. VA11QN X'_PORT , ,, .0 REPORT NO.: 20-0727.02 DATE: July 27.2020 FRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: G1o"I. Prot.90tion Produll LLG 4800 S.W. 51 Strei Davie, Florida 33314 1, PURPOSE OF EVALUATION; This is Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC Rule Chapter No. 611i Method 1D of the Florida Department of Business and Professional Regulation. This }product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Floldo Building Code, arld to verify that the product is for the purpose intended at leasi equivalent to that required by The Code This Product Evaluation Report shall be subject to review and revision in case of a Budding Cade change that may affect its limitations and conditions 2,_EVIDENCE $UBMITTED; 2.1. PRODUCT EVALUATION DOCUMENT tP.E.D. : Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sneers 1 thru 18 of 18 prepared cy Tilteco. Inc.; signed and sealed by Walter A. Tillit. 1r , P.E.: dated 0712712020. This drawing is an integ(I?i,Lp�#, IofQhis Evaluation Report ; °,�E .• •! 1,/TAS'., - :- ",1t,r-NSF,, I� ; 4 p * * ___ % C STAI F OF '1 . �+ '' '`{ O li0t lot ,, ,\ - g, r r Q1, " 055 N W. 16t}iSltrtet, Si itAro 301l, Miami, Florda 33166- Pli (3ii 871-I.`'IEkbpC:1E�L5'�t-153a COMPQNENTS FOR REGULAR_ &._LIFE_ SAFETY STORM PANELS - ,F' I, 3r.t" ,., „ -... _ r u AN a r , .Any Ic y ."'.,. ,: ;:, I '..: '.gin- ,sr-. <+T_ -.r, . _ _ I,:�y:Muiu RE r!'u„ A Y •,LPIYi. DCiYI A i Y. C ! '-A11 _i ttlC•L - DiuL A ' Sr_ - I' r 1; 5E*M_PA_NU 1A END STORM PANEL 1 'N'' ' /.- - I:rll' 11 4 ,'� - 11 , U°S Y "I I+ , . - I It ' i L I___ -_ _ a 11,A y Y3 �,1�r pE2..nn ��nE■■,, >)�1E.1AI.Src,.__�_YW\JEiSF�.....> _ 7 0� '. _ : ,''d'' , Rlf 4 ` j',) - /Y.L. R/___ _-_ _ - " li # ,: T , 3 4A ANGLE TUO '4 2� ' h' �I�Ai1ER U_ ..CARER _ . � _� '�t=�--S - B ACI.CL�l�lifi _ REY.ERSL __�T U C _x:.--- . a.,VI, (A) 2 X7-X1/4- ALUMIL' UM--i SrI.E �- - - �: - e. v I • - a.:' -'4 ET �'� J - _ .- 17:''r _ - 7Cx* - �L- _ _ .-. .. r 61 Ham_ TRACK 6A 3�q�"�P� TRAM )i FL�FA/{T�(�PL�A�T��E�1� y�y WITH STyL3.1 i i, -I , \1I�P,01111N1141 ;I C,'`. IY TI...l j,,l `,o, , - No 4ot57 t <- .*z s*. ,t -_ FLORIDA RWI-Dw, .Yrgh W1cclt Nurrlccn. zar.w.. - :- - ;a. '� - - 's t,'. - r `' -, - STA',E CF : "Z ' Q.' a LO 11P.'.,+ . A. -aNizc .c. .a 70 GAGE GALVANIZE@ STEEL STORM PANEL f �a.. P i - Q55J i{EY ROLL AT P4N�L 10,;, E'er' - _ 'L ECO _ _- _ - '- GLOBAL PROTECTION PRODUCTS, LLC. /NII (INN_' Irlc -1 �F•+l. - ./ ,_ ,,r" - .. TIL" III ! CHG .,,N) `CI H� : .•-s.1 R5.IMs . , Al 4 I+ IN ' J - 1 7 F. -"- - - cW S(A/S `AL,'C.,R J fLrn.'9 ((ALIT", A TALI ]r iG I I { .: INSTALLATION DETAILS F(1`R.-_RE_CULAf?__ P N LS' 7 EJ DETJULS_FOR.LNSTAUAD_QN__h.?DPRE-001VCf1ETE: INTO EXIST G-POURED C—KCRET�OR BLOCK STRUCTURES _Sl iQ_M _CONCRETE A.- ,� Y _(k [ - Y�JQ__cLa�� L1$AfT?Y Iw) _P4.5YSTEM - u, sZ crs,i .f, s-.•.E. 6 G- ,.erc W ao• , - _ _ I' .,1. I I k C.11.171Y I.. 6 - , I' w - -: .>. ..f :. ., " . �.. «. ,..,„ yjle�r . R L iiY�' yq VA,."..li..l . _ • 1 1 , _ -_. - - ---,� " II I- I Il I H... — Ai = 'I.J .'Ids- r.c.e. I II�,,I.% L .1 1 +� -�-5 _I P I - _ I .__ ...»II, _ . _, �,,: ..,1 ,: I I r.f":Iilll "CILIRrr, Tr4l,'141f. "114 die _ 1 --. , xu°'vrcn ,.. .r 1, +.w. �1P_L1) C l? �.� tf ':'.f_ ' 114 , "%m'Lv 5 E !;" Nv.. rI I. , NTU_CU' q} dl , 1, ✓'- le I N w r I.• ,.Ilk q,, i P . m, a,w\r. Ain v : 1 Z. r r r c A• I d .:. - .;H.,Is,RI r l A . W - -�—,r._ _. _ _.t, °" II ,I .:. rlNr. TES. t. � . --1 e n '114 Ik _IV `-tili.l� ti�__�s>�rcl la - Vo- I g _6 SECTil , 7 5p,f ,- - -- -_>-• w n , ...r - , _, .. - t i fA, I.- :' 1...,.W. .- -- -... Al h E.❑ EL :E... r:s*lw�c. _ - .+. Yin:,,.:N - ` •,A' CASE F i�LO ) % I, 9.,.r f x f W GI _. , �_ �.�,,I, I - :, t t _ .. Imo^ C Iv:aa - _j .:u - s.r,5 x)♦ :!11 I -Try -- .. ,. -.J, ar �A�.,I[ __1.I-.-- .. 5Cc. _ 't x,E"I,Ac M 1 `TT -I .tit "; •A-•' + m r t= ` ., - -I�- J _ If c',IIA11 � , i - _.�.\,- A A T;I ''fir i( s r ,�+`� �1E ✓„': 1 ! i I1,,+4;R1'Y m -- - - C1>X +F i::r- .W. vH .I ,I.„ s.. �•L:P..' ,-E1 - FLORIErA BU8LI1IWG CODE (Nigh VWloctl Hurricane 2on.jI +q ,..--�.�-+_ Wre waTNAr ,.. Y'.�.. C+�iC ETE a 4W. A uN E.eE ,» w�» Rrrc !PITS I ,.., ALL «(w'..n # c.\ ww uAWL Ir,YTA e"+ ' +wxWn HL awr a Y 0 t 1 T 6 - 4' I : D r,.AG A V N T' t G H A 7rD STEEL 5t0EM PANEL A L I x' YS IS * w = ". - - - _ _. ; a I I ,GSA - SCAJ 7, lay," S ,,-If OF P __ - IL EC© TEE I `' ((GLOBAL Li f•P, 7 ] ] f PROTECTYON PR00UCTS. LLC. I F$ f LT i rJ L ..V^.0 __ � REO.it1SE11.1i,.T 14P�8 � AGES t' s' "I Wr r Rt0* 1, i �' _ � --- -- - _ LTa�)F rr<.rn N9 Y cHa re 9 t9NR• _-„ ,�, T .r «. m L I II - ITQTTQM .TIRAIQ�cs � e 51X"_Ql�r D BANDS ,, ! , i j""I'll"", a !H a'G PMPUW H 1] h..s JI A,.,ER 'uw sR, .r, '4.A;Iwdr6 P - I.I'r ._.I IfJ- 1 7fI -- Y � p SIr Y - _ ',Al L1ri",+/sK,+4'„RL_�,.*r u anal+t ) .�\%A nL�r.• If I� .— IINNNt _... - 9 �I _ - -., M1, _ t',YE.I J3DZ HF"RT_N0, 20-M7.&2 2 ZZ TEST REPORTS, _ 5s Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609-1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8,3, per ASTM E-330 Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner. P.E , Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219 01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P E Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section ' 609.1.2 of the Florida Building Code. Test Report prepared by Amercan Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julo E. Gonzalez P.E. Tensile test report No 9CM-198 by OC Metallurgical, Inc, dated March 13, 2009, signed and sealed by Frank Grate. P E, as per ASTM E-B and Tensile Test as per OC Molallurgrcal Report No, 1 OKM-1318, dated December 1 2010 signed and sealed by Jorr/ Jaciofana, P.E. as per ASTM E-8. 2,3+ STRUCTURAL ENOINEEMNS CALCULATIOAS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc.. dated 12115/10 and 08/27/13 (for this revision), signed and sealed by Walter A Thin. Jr.. P.E. 1 MISSILF IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the FYor.da Building Code as per SSTD 12-99 Standard and TAS 201. 4. WINQ.LQADS RE_SI_TANCE; 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall bo as indicated on sheets 3. 9. 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20.175. Maximum Anchor Spacing shall b,- as indicated on shoots, 5, 9 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to worts as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. &IIIIIIHIfir ,':�` 1.._,,NSF�i�''8' s II,. w�t67 - -4-I * i * I ',04F ,,Oftioy' ,`t'.' ��r"S$1OIiAL �ttiaYY, Alrgeua1A Ii 5. IWALLATION Installation shall be performed strictly in accordance with details indicated on vheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6. 13, 14, 15, 16 and 18 of 18. of Product Evaluation Document (P,E.D.), drawing No. 20.175. 6. MATERIAL CHLARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on shoet 1 and 2 of 18, of Product Evaluation Document (Fi I. drawing No. 20.175. Anchor specifications shall be as indicated on sheet t of 18, of Product Evaluation Document (P E.D.), drawing No. 20-175. 7. WI NITATIONS AND-CO-NDITIQNS OF 1i 7.1. Shall be strictly in compliance with General Notes No. 1: 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit. Jr, P E 7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be installed into poured concrete, concrete block, and woad frame structures Product Evaluation Report prepared by Waiter TiltJr.. P.E. (Florida License Nla. 44167), P",. ident of Ttteco. Inc. (Florida CA-OD06719). itAEll'�µi1N T1 Mt i *..-" ,I&EN,Se • ✓,p% -- _11 z Teo, .1411j7 LMATILL 3 5i cT.T� D', TIL TECO ADMIJN RECORDS I P E. REPORT.201 CL'nAL P4 IRry pl`( jj S, L AGE GILLVANIZED STe EL STORM PANc`l. v ORwO 420 1761 REPORT Si.o-0m,� ,, -. 01 tD ^-1. a ,4,,,'Z"0IYAI E', a 1/4. 2/4. 3/4. 4/4, 5/5, 7/5, F*IW/10, 2w/10, 3w/10, 4w/10, *6/5 5w/lo. li & 7W/11 +- YAY I 1xCWAT> . 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DE Mn V41"ly Hv,,icona ZDa _ :- I1�3 44167 ': z `.""` j IO GAGE GALVANIZED STEEL STOiBE PANEL w� IP SECTION A —A + . '' _ N T S �s -��-, I L E. C O 1`91r»,•,.,P GLOBAL PROTECTION P�DUCTS. LLC.( IT %�9" _A'TE � O ' ORl'�' .-rA�.-.'l E rlrc , T11 . E]w a.lra cnrAH. D\K •t .. fi''. '�, CS, - --- yY _ :W�r.,rv.. .ti, I>0\] n�i: rAaA y ,12I3 .v _IYfax wea•Ic :w)a-1c IE r,x'�9r�.s r 2' 0-r76 _ _-� DA.IMC Ill NA' 4�;il ,,, NNN\M•- u-9NDe],9 '-IDI. h_fr A. Y-.•,Y , - LYt F , __ - flail I 11 . „ - ------.__-__ - - . . ....,I —- ....___ - ___-_ __. __ _ _. -__-....._--_-._.__ ._ .... - _ - I INSTALL ATION_�ET�jLS FOR REGULAR PANEL5_-I_ CIA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ ANC-Im roll CONCRETE SEE SCK9UEI 0. S•itl 9 -,R - ,-r ,VIPEL 104CRM ,O,1?CD r.I Kill WOOD Se`E SECTIONS ON SYEF, 12 -C- ._-Cr. 3•R CONG4.TE 8=1 I* CUtICIRT€ &aK 3- ... 3` m- 2.eT' _ ,- Ir 1.�KiPS 3EiilJlR:' „EDIIPrO Y;., cu. 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I . - .A , - � �- ": � - --- I- - - -- - .--- - t,. 1/4. 3/4. 4/5. 5/5 & 6/5 I FV-IW/6I 2W/6I W/7 & 4W/7 I . -1: mAl, , . .. tW77- - . - -- --- � I --- - I 1 : ( ei - - - - I - . . , I vr�LTEP .ME'S .'1611-�,C.". , � � 5 A, 5 ax- IN/ " NIQ-kP �- I f--- - r,NE.AIS AS ASP,.A1.,zLl7) t . - - - : . ; I - , 0 , M.. "-3;, NI: 1) � � � , - 0 - 0 - 0 � - - -- , 4--�� xe�oi�,:m��-.:iii,ii,i,Ir,�•:,,,'I,,, IAAi . - - 4;��- �� . i-�� ` 4 - 1, -, ; ""n�"Kil"A" '"'"" I MAP - - - "Pen . - I .11 � -t)*.2/'4 7� O.:/4, !,/A. 4/5, tt,,�5 & 6,/5 " 1i W/6, 27W/6. !,W/'? lk 410/7 (0. �HIL , �I, M!, - RUMAR-5TORM PANEL -1-"EY-kT1QN , -- I I ;WK o'OCIPIll!' .�41 Afi,lfl.. - - . J- -- - --- I - -- -- - - ---- � �� -11-10 \ / , - - 211, - - -- � 1,4"�- ' I -- - 7' - "'K---/ --- -,- -- � - -�-� I r -1 .�p I . I SECTION A -A 1 NITS - .------I L AR)MIS; 10(!) I UAAIPJP,W Alagbj PALAPEA LEW-,M i0P LN !�,E AS:: DESIGN Ltv' i 1 kJ^A ALLOPRABLE PANEL LEeCW -09 A GAPE% Nl�', 6 A & D 710 STGft I VKT i PROPLX�A. I 'D OC-TRAPTAF 10AXPAPTIN PANEL LF40'rif, � r,wl A pleS"=PE 1— LC� WF!Nmeil UAAAAJ. fqAAAE1 -ENCT. ., I PC* SLP40U IE� '�IAA .CCAINIF AS] DESIGN (W., OFTERTAIIE -0: ALIPANELPILAP,5�1 %- r AKIN 1,,,z;,, I i lINPA, APAA,NUPN ALLOWAK-1 PANEL tj[INPlIT, It FQkW T(" O14 NFTEANtLNIII� PA"a L117n, I I Bmm . I.. An_me . W i 31 !�C SLAICNXI efl. . IA N'_ LETEA fiffft-ISITY Q,VjAACATK.N "I -SI'LLollo"s -,; 03,0 .", - M 45 ", .AK ISE, C19C. IlpfS&Lepk PAINT, I "",I, -1 IA1 .1", L"-AIPA ,DADS J, Al. .."EQ I'Acr,s ":. I 1, - -- � !, I S 9. - -- FLOROA BUILDRIG COU (Non Wigh Yqlof,vfy-H�rr1lto" Zon, 12"I'l, N-1, .: I . 0 44f57 �; � i I - I = - : 24 GAGE GALVANIZED STEEL STORM PANEL ` 'I . --- a IT . z - . I --- --- L- �! -♦ - :- * i .- 1, i "I/?"/zIufT -- �� 'ATC I; , K� - � 110EC 0 ,Mc , GLOBAL PROTECTION PRODUCTS, =J - - ? - . ��77 . .W. 1. I � � 1-01N -5�, ; -l'.�,,� " �qLev-`Tlviopo A F-minumicl t~- I ,,. ,,TW[j1 "' ' L . , , - . - - - - 1; IT I I � -17 ',"" �, _' •IN A-, PA. oAAL I- 3j23,. , lz�• ,l - f:- ,- .. -1- -11 MAOI -4lAmm ,,sAs r- m.. o AIL, � 20 ,5 I I , I - � oRAIWARP I, , 4' - " - --- .. - -;� - �1-= I -zw_ . --- R. , , .7-"2��'i I ........ 4e�.-.Dena.. 'J- -- --I- -- I . I - ---- -- - - INSTALLATION -UTAILS- FOR - FLIGULAR -- - , - WOOD . ;-- - T 'J" T I L A I I - 0 1 111 i I � - I i :- I T � E --F!.,u , I ! t,r"._., - 13 %/.',- I -- I I. sPlrr 1) : I, I� i I i I V . A - I A, [,, w-1. 1 - - : '"noi-L I I . . I - -- - - i I i I - , . 161� � ; 11 I � `AvI 1-i" . . III- I , - , Q-: im . - I., r - `1 �- - -, - ! [f �, . : I I T - I I I - . I ,�, ,l - I � - i ,� - ., ,." I 11 . �: : , - . , V., ': , I . � ; 0 I I ,olk "-4 � I L "k I spAr I - � it -t : 1`1 "ll 'I' I : " Tj I i � ILA-LI I I - � 1 ! - � � Fu , - j � . `Ak' . trNG , p - - , 4 � : I ��,�_Xf` " Ll �,rF �� 11 I . 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I I 11 , .- �Ll " '�[ I 'AlET " #1 'IN SICE7 I' "OR NAX 'APA-L 1,"G'INS & '- I t I ,I I C. - . . - --- --__ - , � I 'Al - S 'j v-ILS*LI% �OAD- - C,Q 7f,1 ,NSF..'J47 :C,N - I . I AALA, _o � ; - - , I I I I ". I 7T I `-, � It , I? ! � I : tt - I ; -- - I - � I �Y� S,--C�-Ie Z41 SPALIEP, IA "I K I 'Ir - � � . - I- -- I - - 1 1 114 - I! III (II "N"ALLAFON a WW= It A� OIL: Y10. &A � W`R IV-** . "' If--:1 � 1 4,j * NCTI . � I I PAPA atm, Rour mcaN,, VI" . A, mrswrio. FRuU ARN - .C, OKPI� llllk�Ptf C.A4011007L, -�" Do, SIM I-) ' '�""' - L, 1 11 " AWAU&S - I I E`,.&r[Rfr� TV, - - S I__ I SCE SC,fLk',r "N :I I* - 9�-Ol m PLATS �Fll, zIll SHIr. 3 PAT K PIMA= M ;/4' AE �. AS IK � �-DIT`04 ARE � I :;.' Al I - I�A�, I,01'�T;-f, (2i NlOHORS OCA"C Im C.-OAX, AA (PTNU. -'It PEAANLE eD NA -ANSI. MI ") SlAli ft twifoc, UAAAAPA, AT , ,/C ,, EfICEI - -'L loviltu ,qw. 6 - ifrslGnifm ,RP:AA 'Tr -i;- 0-, V.ZRAI: ae'am el, I 11) UALARAJ `,,SII OCIALAK I,RLISI � 4) I APATT- 6 -ft -641 ,.J 43, ,.A._2. CARL .Aimu, 'INPIT, is ,-W it, T.. 'a - " I (2) UPPA"Il' VORA IN-r- ,.A- - - WALL h!Q1RINTIN9,e' mQuN '" 4 A lim-Pono. nio. ,AA" NI ,f--- -Lef. o,I ;O;iOZPUL q.v I,) 12 -- 9RECT &MKATJ)T.L-ZW (4f 1 1/2-.,0I SPAO[Ai Comil,;ATUI� W 6- I I ININGA-, 0,A WALL - ALIERNAll-'IF-1-W ;3; STLAWA PI,AE- ,6,Nm. a C -0 IN M`P Rom FAAAWF - I, A. ; 1 115 - !""m , -WAL,A,Pm OF I ,!..� � SPAM RA rM C.11 lW-111 FIll Ric romen, I. . - ,s As, OFFLIPPI IT, A,,,, , 11R f i - - ,.� APl-PToAI YALAP OR, Ic. - 1m V-PALTAN, AND TAIL 2m I- ronxill,) - N* "A" SURLDWIL, OWE ?-,PPd:-1 1 7 . , ,fl, Aisnll# , I$$.- io"...." "A"', 'A , A ;Iq,%,, " . � - - - I 4 nl�... , "" W=� 4�1-11 1 - .* \g, E N se .��\ I J . � F1.,ORIDA BUILDING CODE. IN- Ni �l. V.1cc T, Ho"k,uni- Z. - ",r--,-- ...- I .- ! I KU[E FOR-�.aM&WIDN.4f =1=3 I � r . NO, 44167 � t v "I ". � 24 rAOt GALYANILFED � " (�4 ,�,r, q.ATII:>N A,RC ONI I �AI I, F I- & ,kA4 1, '�- �, � �_ _ z . � " IN' ' f(JRU PANIC Lt,11;4 PL<Ssuft RAI�TJI� �; e� ANJI PA%�L LF� __ I � . i �Tjft I . 541-T � fi�xczr ro;r : . I * : R, : -----. .. .. . . .... . � � -- -- " " -- -- L- TOP & q0['16M PlIOIITVAT��S C.-N LiE AS N R SCHEDI ILE�-L ON s ' . z - - ""'"'N' - - - o " - IILIECOimc I I I ,CEsElNL,1 Ili 4Nf ,NAT' 70 Slir AN' "A 7ANAVE 21A) � 'IL ST""A"�� -Z!� GLOBAL PROTECTION PRODUCTS, LLC.1 I wi�,IALjj� I . KIN I . , , . - I - -_ ----".-- - - L ' ��-_..__._..tE I -,,-�,,�, � `,! o ;-,I 0 1, ., el��,," T-, ,,,FnU;; A t-.rrPAP cc-, � NOD - .., sPI -. PIT? NFIA wo�lf: Fp�'VE (,QI,TjTPLI ., I, 111 i - C, eJXL WC�jk� I , - . ,. .� 1'r 17- .. - . Al ,-- � 1 -� 1,;A IT -1C � " 3�r, s Ill , I - ,:.1'1;:w 1. 1.11, - � � "I-�Il�ie (PAIIiii, A- 20-1 75 IAEAIRE�RS 'I, Elf SOUTHERN PINT Na 2, We' 5Ptcif 1� " " �. ... .., -7- I LAAAKII, IN OEN�g or C,,-, OR FQUA,. "'N' .,,-; I- -1zwl- - ". � -P, I -.-* t :�-:-�� - I Or If - - - - - - 1 "I. �TI 11 Al - �, 11 IraterI'l -, - I . . I ==T----r--- -A -. - - - -- - - - -- -- -- - U.NM&--�jQTE5 NALAQ FOR REGLI �e �' L '4SI rl � 1. - . :.'Z, -12QUtXAbff�jU 'Cl tQ XSIIXW-fftl%'c. .Whi- :Pk.CIIIA 114WiLY.--t-1S5-1111h- I SICTI'U.P."; .1" YXI,mim, I's DEC" 1141110 fI)P I71MIL10110E ", AkO, KIC-a . tAPCCIN ANIONOPS. A�1'WAj"AClTJJPPI�G EII I I IT BKAO,LX INC e W I � :1,. RUALCONti COVI, :" AN FAWi �Tlkt NUI LA IN$U"ft) AT mvCi � ;/4-0 - 1 4-1� P"LAIATE FILPRALf Q AK PA14LMAT! PILUS. A00CAUCIPS. A5 MWJrAC7L:Pr.D B- LLT"O CQWETRI.A�I'ON Pk")CVCJIS 'Fic, � J.'"RARD C17""I S f -' t I - " ' ." 't-' j " - '. � - 1,1 4-0 dAC SCRIEVC PER 4 LI % t." - F'SKLN .- I i I I - - I L . ,- Af AtfQ414itr 91 THE juR.lSVA7Tvj4 Aftl-RE STCWU ME1 *t-i RE JWALU?P� W FOR A f.WTCCTtONA,M PACTOA , G 1:-`1 65 VSI04I31 #7 - 16 M., StiAlt 100 ETKEEtl TIR 4ALIAWM E.- I IAA YNPESSLJNf 4ATIWDIS N(TICATED o'l INEL-5 " ;) URW,41 71IRCALIPED I`CNET TI-4, :IrC1 INIOUD OF TA -ON ANCICK-S %AJ Of 1 1,'2� AW 7- I,'-,F FLt PA,J,U.UATE PLUS 3- 2 ,.It- I., & 17 I6 ANC, PARELMAU .(MALE ,F L, TJI TO '493� 14t ARCM ,04T�TIOIE UtIMATIF LESION Antitl ta%7, CETERMINVO Pro A410E -if SIUU At ;A`6' ��E�� TC AM: -IVVGN PQf-,SkjR[ RAtI.W. ,'P TFUA.TK".TT%G E-fm 0' 01, IN ,000CP 7-3 CCAPPARIE ;IIES1 */ VAX I1,I r : : 2� 10"R.".. I-RCAOCC, PENCtRATKAN C� LAC S11"Coc Trc 'RE RADIO, rRAW UNI, S`,ALL BE I 11 2' 101 14Rf-rAT T�IXN ��Rr-�,RC WANC-5 TINDICAIED ON SHII 3. 2 T4I I� A 17. 1A PEA417RAN,N iNTOP ST--tCCC Si,Uii BE �UA#StDEA� AS PART OF T,C REOLAIRED THPLADCD PrNfE-TRAm:#4 I -0.17YER TO AA,11 TKAT AWI(WS 0. •'I.S PED .-� TiE`S1 APEIF NQ'T OVER STREI,SCO, A 33'A ANCREASE -N Ale,-Il R['E lCq WIND ,I)ADS NAS WT 'j5EC IN THEN VW-15 FASTI.PIFTE. SPACIW; !7) PPAW,, .AE BEEN bF'M,NED 4 ' 1� 31 UANPQLW EDPG�l OIS74KV (IT t-A& SK:qCATS -WO IfOOD SKI" BE AS Wo"TED IN S DRAWPAO �-R`11,API WIT" N,65 nttl � Pfil ALIEGL,AC, rUf, %WACT AND WIND AILSSIMCE iAS 3CID, VEmrELI IN *Ccmchfl�`CE IN". %FC-." If. -I I � OF ,- 1, MINAPKI&I 'EAM-OATIP01- OF WOM BV�PKTNG SITA-'L BE 5/6' 1/4' ♦9V ScAlf"A's I)SCCI Slkl,, BE - I,',- LCAP� UNNTjvu �E ADIff ufl"IT�6- L�Dt A� FIER MCIRICAM IM LAO C)l 54D,jT- Fi,O%IiCA RE)1061. CII-CII AND f02IS 02 u-S. ASI SdON,C sTJr,-O EXIST MC " AAAAWUPM PTINI WALL, WT Nlo' 511ACCO 1 -STP l� 'Z-" & ASTU C 330-02 STANDARDS, A,NU ANERWAN TtSTTA.'G 0,9 SO.'H ILORNIA REIDW f73u'�O�A� PIER 't`l' AND TAIS-205 PP,t)TOC�LS, AM; A' PEN CAIC"LitiOPAS RE-FORMED IN AC�O-ILANCE "I SECfic. OcAl 'PE ,� f,) IN �V TIal Pl-CAST STONE- LIP nqtU:rT CCINICACTF OMELS. 1KTI.LrO OR WCOO ROATIL', BE -ANAIT, Ill TKE EFISTINF. ;l �1!7IA ,"CG C13DF WALI MC."OR". SHALL BE LOW, [APOP,'GI- TC REACH 'HE MAIN STIPT-AVUAX BrHLI#D S4'P, I'MECI ANC"ORACE SKM, BE AS UFNT,C.fD N - ,) .7 2T 6 c,-) x- �. EX-uslrj.s ILL 4 6045-1,5 A"I. ANC' TLIAPPE. %ui[� OTEICIewsr vlrn� ba SHEET, 2 CI ANC1ACIRS SPAIAL, It IIISIALL-i-M ,,3U1JNfNK- AL, III, , - RECURAWINOfIlIW� AND 5K-APILIIII�"ANS I, INI W-ICR'l ~,lPAC-VktP1 A� JTAPALW W-E f PACIAL ,ISfrL AT I�LUMITUS Sl� IOVI IED-1-4II- �Cn` 6 IWaS NAT 1EAD K fl4j:'ALLEC l4ok-IONIALLI VOkLONANTAG r"5TA'.LATION �[:TKPLS ilICIATIA CIA, SErTH)P4 � Nlfefjjw,H It (114'ps 4 1 -I --:PT-- 5,TT LArIA, PANELS 1,,Wj IIAIIF STTTXN'TTIR%L 4,KLALfTe =- A,"AA A-rt} �Rllff AC MINIVIA. r. PC `14,0ANIZED -PKqCRr,PI 5) FYV� T41^7 -1EAO(RS Q AID SHAL.- -WT Of USCO I Tlr� r4CEWA,lTil W/IYA� 2� 2 - IAFIFq -t'j-LmIt � i �4PAA"i ar Ttff qE$r1ttA1S4eRLYYY OF INC CON11PACICTA N,, V--P.- 114C S,ILIP"tSS 1jr TTlF "TRIJICTIAL "�CIIE SHLI111P V If, Be 1S��W`- "I 'IT ST'liNUES', �TTTI 301 -�R A5l SERIES ON PCS'I'Artl C-OPATEU fl. STEEL A1,11t- C. I" 1PILI.At PACKIT APICOORAIIA Till" SHVTTET� SIIALL L�ALI EAr ArArNf� rt, cuNcpm IROCA, OA` WOW FRANC .11t LOOR-SXIN --�,;I' W� su - P-K�, ,7RENK,T,, AND 90 ,., TTNITLE SITZEW�l INC sw" COUTT, A/ I'vm* O�Lmnl [IJOIE .k"Ilub .411,114n."Ict. Ali I .. ILI CALF, RtGUILAR Im%1R. PANIC, WIT,, tENGTi,,!Li 04p 9C . . A5 PER ACTKINS I 2. .. 1. 6 AND ALIZPAKAI SIR 3TA & AN ON ;I41f'� 4, 5, A, A I PIFSPECTNTLI, SHALL liAiAF A LFQOEE ANC� REAEMY vdrdLf MAQK04O �,rALR-TuiA. OPAPPCE. 'OR �-Nvr TO I -%L-t -1 OR ASTI, - 537 I�ALWII-'U) ':IF l!.. 011 1151 IVA SERIES ,V&PINTLESS SI;E1. WTTII M - UPPCA0LJV ICLC� SEPIRI SECURE PANFIS Atin, APP4Jr4IO1 REINF1)RCtWF`4T OURTINIC, PERIODS OF HURRICANE WARNING � IN— s, 10 WIC- SHAL, UP At ICI, OW', ,1 1.1E INSTALLATION :IZANTAAE1OR N 10 SEAL/iALItP Al BUTTER 1kA&R`-*CfN! I.DGLS TI PfAikll IN �ILANTINLWA:S '�WA�A WIt, THE BUILDING ro PR"prl MNG/kW, ,L&TP4'S1jk L-.rAtzp1,v1 P2v!m;I-00%1i"T- - I/.'1 TIlIPCOPI APIC1101-, AS ARANIef-AC'T:AED BY I I et flfLfAfk. 0A I., 11192 p. , 12 'IURU PANEL NS'AUATICk SH&A L01611ty Wilil 5PELS- RooICAFFITI IN 'KS ORAUNG PLIA MY OLI-ILNAI; .W,' :UNJ.mp 4!CVL`,TlUNS - - I .A' III . 7/'L* L" N ��,Cfllt. AS WAILlWACIVRED IF, OEXAL' INC "ROLADED 6, IIIE AJRISMIIOV WHERE PEWIT IS A,' -CFI !C A •- WL6 E`* 1/4 -SET MC,AEIRS. AS DISTRIENUTrC 81 Ail �Olii' SCk. 911c A SPECIA111) C� -,- ,, - XPGC D% - ) 11 * T-trE PROD icy Cv#Al.L4nOh pDCUL.EPv (P I 0 - FREP-Alfu 9, 1`8:6 fNG.ftf, ,1 GICRUK MC D:C, W-- -R---,M WORMATOIN It! if,- PAN,ITNATI li,Akr Lo It PAINEIMATE TI A144CIAORt, AS IAUiQJ`AClVREL1 By ELCO I:(eN`S7RU,TX`N PPCVS FOR A "' SOECIrK PROJECT. 9 RAREite r4 S. "Ormolits OCIIIATE F1*U '.. P I ', - t/. 0 ZAAAI«. AUAT,R, AlAc'OPE. AS fAM1.LrAC,.vmm a, XWPLAT -PC 46! CWTRACTOR TO BE qrspomsftE FAR THE SELEC11ON, PURCHASE AND &1T7A"%CN #PCLLJPW� OFT WTTV Or r,,r-. PAIDOUCT FASEM �- t,,AS TIED Pfir,VIDED .1,1514 001�- NIV DEVIATE EATOW Ilt coRocItON!; I)VA,-OU C"N �- DrA.UWEI,lt • e TAPPY'V1,11A IUSELMEN' OF 1.1-( L. ML.OR1 IWO F,A,TP1,1 COWFLETE Sil� IV 1 3/4' ,- FOR 4�0 AAPAELW�- ANIL CONPS'TP0CTX* SAW,Y AT SITE IS ll+E 1CARTIW,r,l1I LE51"LA45ekill" I . !/a' FLIP! ZAmII W,jN ANCPiORS (l) TINS F-POPOIL-C' LIAPIL,IATION CPO1LAUEI,r WPO BE CONSIDFRII) NVALIO tF MOVI1,1717 , . 1.1 r.kY- IN A IDUPID-W 01+;PlDPITS 541N L Of E.TTEDIIED J,fl' IRTO TIIF POALAPILL� CONCf1M NC, EMOETAICNI 106 S:U(IO ',"Ai,' K KRIAr"LLI 1/4' #--q, Y-REW:i TFAID SPIALL 51 1 112- ,C)APIS M11011,04 ASWDULD STUCCF, 061 fd� STTF- WfuFf, PPOLIEI:!� S�u & PREPARED Ent A FIORACA RE6"TICID l - NGmAFjP OR M�HrVCI IIPK� Vu O5''Cljf t�F 10-L I' INIPANAIJU Fc)R WALLS PIT'- AND "..ICCCL ANC UAI BE HEA(ACO SILPFIRIS OAT All T-11PEACIED `CRER%- *,',I PICAD UNPROINEER Ill INCtft 1A OR,' FD4 W -RC,JEC7T 01V W.O WILL OF RISPOP618ki "LIR I -IL 8-T Arl W,RG 4OT'S, "fol LIST N IRF P E D EARGINIFeR OF 9170--U. ACIAIG AS A DiLPCATEV (k[IAkkR TO THE p ED Enral`,Ep &KAJ- SUBMIT In `HT% FATTER TPW STE SPECIFIC M*"QS ACR AL'ImEw A ^l N ':if!,[ 1-47 E'AILI A'Otit- PRTCAST OI."*KVM PAIAJCLS. PILIXERS. 11114I CA AI 0O.Rns M F,PIAKO .YP FIE t'Infac *A" v. Lv)ow, Aw-,A�A!l. SHLN, Ar IONIC. CNOIZIIN ILI REACH III[ IA4,N STR!.;:.TuRf 001'"D SI.W711 OAKEIS tit� TAAWS PED ';iKiti OL01- THE LATIL ANTI ,1,.<JN,,1L �EX ART- ,iPG,IAIuRE rJP --K •FPOPEsSVA(k "170UPRI SHALL U A', UENTRAF Z IN A 1) WIT IN 'I 2� ENCINAUP Cf PECORtl INAI PREPARED 11 k IT. I 0EXilIt'l. 2�2,,QRZIL ,XK ldrlt-rRC 11 Sk-IIJ11CA M&N,fACTLIFEA'S LAZE:, ;DIAL , Of LOCATE " ON A TIC00V V'SOL( LOCATN,)N AT 51:10TV -A1L I - , 0 ,AI-M ANCHOR, AS PAMU ACI,,,KV BY I I 0 K4-XI. IK 'A' OR FARE. S,F,ITCA iN Aar :1ANCE WITH SFC�TCRN 1709 9 - OF TIOROA NALD-G CXC ONE LABEL :�� "1j1ffACr`H`E�L BY OFWALtL %PC - 0 . i/15' f�&11 IN"Ims ♦A SAVII-L BE PlArM F439 MR" OPEPOK '-ABELIKAG -- 'O,RPL- W,I SECTION 1 TO9 S �- Cil ril't , rLORICIA eLIL,DN , CC,Ct - 'I4, !", SELLAO _ 100,7 SCREW Bell & SI, r, , * 'E, ANC.O AS Oil ,7pe,ID 5y .I, , .� LAC C , ". - ID -Alf,iAPTE IEUALL ID ANO PANTAMA-E "Lus MC-0PA`L AS MANUIACTILIREE BY E.Ic CCIIIIRL Noll 0 "NElliq t, ?AAAAC .00 r- - A. 4' A, NAr,h A,CIPOV, AS IIANN,vACTLAPPLE BY DETTALT. �Pt( I . , -;,C IN ...... .. " / ,v . - 044 W!NI I C; TAPC� ANCHORS. FLCO -ANICA-V.".�� AND JAWAC N,.�Jll Vv(�ONNEQ IN( 1-0�1- . \1- . ". fft�--', UNIT SIAL I "., & V\i� M I ly -.1 - ... - FLORIDA BUILDING COOT (MOR, Ni,2h V6j.Itly N.rari. ZOr* - .. . ,.Op, ._44 57 s � - �L?. I. IT �X!, -,, MC.Orl S,�� Of TIMUCOOFT, 7/3' ".70 -,E CONCRm- 34-x. -jml NO jjjK� V, -� .��P I- - 24 GAGE GALVAMZED STEEL STO" PANEL ---- -- -------- I -. E7,,L,�. I-X, BE P(QVInEw 1/4' 0-20 S1PfWS VSX�- SNAL- III - '12- LUNG killiTRAPLIN 5w-v j-?F.,IIf,- "I" III, - - NINtNvu FOA VA-S fi� 40, ,,rU4:C,Q -0` STAFF ,4me"'f�-t ;:L-- - - - . - - --------- � IILIECO,.c PROTECTION PRODUCTS. U.C. I ilm,,valo S t; -p - , 't - I � ,I, "All TMATI FRTICAS7 VOTIt. - AAR1W X!P4AAET`T- PANE .5, SIPLCZ� �� PAOOC BOARDS 6E tAiT 13P.1 0, ' �' I I THE PAN.. F - ,It � I . 1, �A)"�,Z_ 1 . iGLOBAL �, �Ln trvim,F�vz- `RI 1. 11 f.'Plill' - -romoo =."r^_, -4. - it - NA - 'WAt!. IL -I. o"T 20-175 �AYI WALL ANCIK,�, S*LALI St LONG FNo,-1C.W TO FMXH 5, .' raN,k\ WIN �IRL-KjLINIT BkOAO -Kc� , 61 AN � "V,��/ �i�� M.: I"AAIE �A,t �Ie -5 UCNTPLv4fn N 8 - j AAND :. a �, J IN �,,t- I- A-— - - 11�rl 11 11 - R.?URPtH`T ". LIPPA-1 - - I - - -- - . - ----,-.- 101' ,, Nf,,A1wAR,,tI,,, 1OXT1t -`FA I '11. " -7 - - . 'I- ii .� .. -4-7�1+�, - - 01141i --- _ , -... - IRARLIT I PY I, - - --- - -- - --- ------ - - - - - ---- --- - IN T LLAT19N.=DETA[LS- FOR REGULAR PANEL j INTQ POURED CONCRETE - R CQNCRETE =" CTR CTURES 1XIS-11,01. pounD QQPNC-L�- UAW�-r PIAAREU CONCRETE OR Cuw." w_clx O" I-W-ROTE BLOC. Rfoj,PFD CONIC" ANC-ORII CONCRLTE ANCHORS , Is"IE SCAADLAE ON . i - (SEE SCINLOULL COL. ' m K,UA4.r, SK'EFT ' 11 , S 9 T,,noQCl, r _, (2, SHEET; If TOPOUCH 101l ,. I ( ; , CONCAVE on .�) I - I, I I ; ��-- , I CONCRETE BLOCK l3, l,* 11 VI, I REQUiRIED � , Te HLAPe RATS I !2�. ! - We OW. . - T - � - , i 1.11 - -.�� $900 -CIAACRj7E ANCIIOPS � F ---r--1 I I . ° L-�EE scualiju UN --- I I LE : � ED S64CE'S 0 THROUCH I Ot - - I , I i I i i �,,�, I .� EQ: . : I � I t I I - I I �k . - � . - I - Fol J" pf "' --- I � � � . I .-I-1 I I 0 j - ; u 1 , I I IT I ! I P.I : ! If, fir. - , 1""�, I I . t � I " E le SEPAJTAYIUN � I I "-10� AT D, IS : I : I Pit . 4 SEPARATION I L In GLASS I . f01 FIIA A TO CLASS - I Pill IOP ANI � I I I I . - , I LDC� - 4') ( u>0" � 1111 .1 . I . - __�- -,I Str SCHIDLAk -L' W. I AAAj � ; : I. 111� �sff SCA'[1ILM I I I SHfI1 3) 1 ; I I PANLL fNGTm 1. - SI 3) is I It I I I (SEE V--FDj, F 4 .. , . SEPARAI'ON I � " T� ..I Mo. 13"I'T I I ; e ON SATM 3) 1 : P -1 TSI, 1) O-ASS I PMEi ..14GIt, I l I ( MF� iffACTI f SCICOULE [ ; � ,SEE SQHC�,L,Ll - . 4 SEE SCHEMA-' I ON S"P r 3) e ,AN S'LCCT 3L - " -. L� I I 0% Wr 3) , "t ; � - I I, , I 0 I - I 1 : I - I -�- �� 50% EXISIPLiaj � v 1 , - � � CLA,!T', 0 1 1 - -1 1 � - - - "" I i � OF 'L' f"-ssr I I - . - I vix E, I I i I -- E. D �`. !,, I ,j i *,A- I ITT L. - - , .4 1 AA JI'v Nk POTI NAX T : J , I I W. A I/v cl, . I : , �4-1, r 1. � I � 11 k 1. .11 I . - I �,[- J ' , I I , L� Ili �� " "2- C r. I A I . ZI, "I'll" POURED � I `ONCREM OR . I - 7-----, I- -v - - 4., , /I J�:_-: �.,, ; 0---sk 1 JIAS APKKABLE) AINIHIR ALAIII CONCAVE aLOCII I 11 CONCRETE ANC -Oft , ; .. - 41,4XIA It- iD" OU RECIU.-PED " I � , ., � # -- 4 t 4 a, L - - ..sin ,-�!' S., Its .1 Alft i I ---i I . (SEL soomw ON 10, 1, - !---] ; �- - I. IIN, - III " I/— �� . St-PEE-15 9 TAIROUI . T ALTR"1Ar[ _ W, I:) ONLY AI V1.10 . , - � S11 A CA"-ft A"CllOR" ,.!G torAT-Ol, 1 14-1, 1)(6TRIC POURED CONCRETE � f � -W usu A IT *�,I I :�,& *..,N OR rok'Arr-IrE WLcx - � "AAEL.TFS A, , -TFRNATE'_CAR-._-D,KTRU, Poumm CDWJWR CONCRETE ANCHORS ARE USED , 'If ." ,NC -ORS OR CONCRE'.t BLOC. 111701"iD I ." STACOMM W/ STUD I :Tr Ic-flil-r ul (SEE SCKMLf ON ,,--r-s 9 IriI"ILv, $() SHEETS 9 t,POVCt- 10) BUILO-OUT ONTING -WALLAWAM.9 YmLL-mm1jh2/--D1RmJ4Qmh1 a SECTM I U=N-2 =10" S'Ax )15-,' SIQr 7""' SCA'JI: 1"a. ,,w0, ,,,,, I,,, ,4,� � 01 . ,� r ", ,- . , � � , 11*,ILE I .. �. I,- FLORIDA BUILDING CODE (Non High V(I Surricorte Zone) 47 .' I ': C LJOT'I, "`I`,T,. - : 24 GAGE GALVANIZED STEEL STORM PANES PIT f - 40. 44167 - � = I*. � z - - I ---- ------- - - IQ - FM -COMEYNACION * :* _ " -4 -r I I E,D, _EDGE DiSTAW-E , GLOBAL PROTECTION PRODUCTS, EEC. 0":r (;EF SCP- DVLE ON r - 11LIECO.. ' F, 1�� - -,:'A- - ," STATEOr -Xillo. - C \ E TOP & 90'rTOW WOUNfl CAN BE i� 1;5�, .. * - f� �. a ENOUPAQUIRP, 04040 iml I ASIR .. 11 %- SHEETS g III 10) COMBINED N Aft� WAY TO ','-'IT ANY '1-1,4-4 "1qAt3v-,.--* -- A., -��..�., , (, QAA` I Jml- 1 20-175 . I " .. N.. ..., ., I Wee- -ill. t�� NSTA�LAT[FIN ), L . ... ... (5*1�1 - - � � .NI =' I I , -im ",.:."'�ms--,, 7111 . 111.0-PY - -1 , I I - ---- , - --- �.410. Lk 1 1 �7 -- ;;�7- 1. INSTALLAT19N QUAILS FOR REGULAR PAREL 1 -NTO WOOD 4*.8, (AA,,) EXISTING WOOD . . . ,' �,., OCAU RECIRWED STRUCTURAL - - I I ADEI OF EXISNNI� WODD - . SEAW To BE CERTIFIED BY - E. -- CZ - REGIVERED ENCIPPEER OR � . � A i 0 ARCNrTLCI PRIOR TO SHUTTER i I ANS-ALLATICI, WOOD MCHCPRS A,M.44AIE 000<0 APIC.C)FtS I - - . , . .. I .1 t I (SEE SCILDAL ON (SEE SID-ECLA.E D. SHEET I,) 9-EET I 1) , I , � `I,i,, I I el- HLA RAPHIR NLUT, , A- . � I 11.,.&I'm Am 50" 0. - . -� 1 - � ,•~* As 41 NAT I- I I'?- . ,2 ,/,* ..r. A-,------ I 1 L i I ,/, - x I I-4,,� A-LY,D ,,tA04`6 Q'IPPEC � �� :13�, - - - .. " : .� I -- -- -1 � --- � - I F`4�-- . 4 ExiSITINC ( 1 I 11 � I 0 I C - e-NN, 1.1/�, . I � PKAM GLASS -A ,O) 17 w5w W-0,41 I I 1; ; i . . a I/,- L, W : (SFt SC,,E%I-E 131, � LI, "I -1 : It I AMR ISI TO .1 I 54V I 1) i 11 -� 71 I : I ,iI - ''I -4 CAAsS (SrE - I - ,� --� f I SCHEMA-S ! I - , ) � I : ON SHIP 3) I ./.' I ., �11 CI.Ass I .1 . � . I Au LA� (" Tom milmn. r I ! � I/. , -,* uAl, HELAL,jk ON S14LIT 3) , I ,e� : , : i 1OeXK OAN r, .L. MiX : PANEI um� I I AT, I, 'I, , A. .0 t ! fts Poll - rscr SCHEDULE : I � I PANEL LORP97" ISCE sc"mutf 1 I . --� I '9R=li .0 -In ON VIM11 3) . . I � ! 0. SHEET 3) I - -� i ! 1 .. F I ! - , i : j � : - Ill I - - -k, : I I IAI I : I - I I -I- I I I Wx 1L* I .1 - � I " i� 4 . 11 OF r' I p ! - , "I - : � Pm. � - . p I ,4 I , ! '2 -/2- Oc I I . -- . . - ==� I, A , I EIL, 1 1 r12' 11 !2l Z.111 11 � [-iiiI � 1 : "I A 4W-;Lz- I -- -- I ./.,.-- - S I'LAW 110.11 , 1, l----.-- I ,1---- t - t J� L.....-.., . . - , �, � q , .,we a I/`l of A�* 1-1 �li-� . � ;.ke- lrotvo DICK PErj0hjE,',) 7'.4- ol Fl�'r PE013I . � 11 I wow 0"DIONIS . 1; (SEE SCIACCILLE CAA . I j S14,rr t I'l ::EIUY-G--4VD FLWAR- MOMWING �� b6m, I *,ITJZ-:QR WMUWiQX-Gf-!,LLLLL1: � 7OP & Bi"Y70V Wl-NTINCS CAN OF 1 PIN"NILLAIION AAE GINLY VA41[, VCR VA,f A t F, I DESIGN PRESSURE PA"PI �ptfl) W, PANEL LXhr;HL, � 7CWINC� IN ANY &A� TO SUIT ANY AS PrR SCHEDULES 13N SHIEEI 3 WILLI ArKTN 2 FOR 14EW WOOD TRO"At CONSPRILIC11COC APIXID I MEMBERS TO BE WILITHERN PINE NO 2, A/ SPECIFIC I I DENSITY OF U-55 OR EQUAL I I - -- - ------ - --------- -- � BUILD -OUT MOUNTING ALIERMAI]YE A-W "Aif t/. AEi; A r, I/ , - le ........ I .. - " , " E)v -, t �..\C s,-'--!:'? s . i . . % � NO 44167 I FLORIDA BUILDING CODE (Nan H-APT, W"ity HUm'cone Zone . -Ij-. : * E STATE Dp 1 , TP�b "Tmo, sit 24 G 'AGF. GALVANIZED STEEL STORM PANEL � . f 0 I - P, I � ;�. "I ... 47 ,,-. ORIVII��IJF� - � - � I .. -- ------, PA , , , 11LIECO... ' I " GLOBAL PROTECTION PRODUCTS, LLC.1 A, � - A, NA � ci;wl. -��;�, I", A. " srNFv I �-- %I' , - - ��Tfs"Wv a 064 TRAINAPPAPAOINTIP,". IRA ,it R -1 � 'W ml�:_, "? .0A,11, I r.,qII,I1. j 111. - AHOAAI N"I'Aal, - CAP, m-uw�� 2 0-175 . I 11 ItA, r1A�I,RGK,AIt - .R` - ow -I " 0"-, I'll .,011 I - 01 '1�-�ti I, DIAPPARL. A, . -j - ;RW - I I Sim I : ,---. -- - I I . ---- moan I . " - I W (3) r- V) A-0 W -cu > (:D (L) -s-- - -,--; 0 0 7 (:L) (a) = 0- CL It : 0 -0 0 L CL . .- O-) = Cl- 0 = CZ Cf) - Cf) . C- -6.- (-) = 0 " EL = C:) (L) Cu (3) CZ - C .0 -+.- m L- I b U) -(z - " -2 LL- I,- 0 s mLL cf) (2) (f) I (1) 3: - CZ > L- CL < a,e . "A R 2 v/ . rtlial R . v \ ----- \ s Review C view 4s . .. V, Sist, Inc. alias wit Pleted and aPproved by Debra A the 2020 "I 7th Editj e Klafir p f PX230o r `3 W -+--O " (1) It Ill A . -+-j U) CIO 0 " C/) CL CL I < (D -+--i 0 = :3 -0 Cz 0 0- " 0 (a) m L. U) m L. 00 = LIJ :E < 2! :Z7 < -i 0- I SHEET NO, SH 1.3 - 7411mil Mm�� ! I -- I I — --- - — ---- I I — — --- -- - --- - .. ------- - QSD CLOELURES. -NTAJIIti5 JOR- j&1AJL1,,ATi0 N IN 1110iJRF,Q.- CONCRETE, CONCPETE..aLQCK ES,._.VALID '�-OR - _ _ OR WQQ-V, 51U=MLRE5� I � ... REGULAR, LIFE I WJE1—y...&---E=Z.--HAAq "-URIA-L-PAtIEL .1 '151�M—S I � I 1, I - -- - m I I POURICID CONI ctiNwIt, FRI iiA `. 3" . I � . 093,31ct-1. � . 'Ap- I -- ;1., Nixti, — v1d)-lo A,,& :0.1 `K`AP . . - � I,,,, -It , ,,�4_',- & ;V "ra-1111 le.,.. . . 2 112' I ,A-ct>ii 6 Q 0 c I I 1 � i - - - .o.eir co.citm "a I . I r I :I/ . , 9I OR 21.e 0011c, "INIA ACI I . � I.. . I I .[=�--Ici- - - ALI * .7 . o I q� I/ 2 '11 w-olAwl IFFAAK I I- 2 ,us 11-0 I "Ca,"m III I if ,/---,*, � -- , 1 — I . , -1, I �... ,/,- I I I /\ � I �, - 1 1 — ,�i , 1 �� -/ -- � - .. ..jo. 1! 7*, j* � 05S, %, AII ��;, -��, , � , I I:, G, vNI 2", Y. j- tcv I - , 1� 'I 5' AAP X`, I 11'r,"t , ; A, - qI Do ,, � I I ` I W�' 31:M - il-�,- 5I'LLI !� I -� LP`,Iir1, .:w� r . i, . ,?5, � ,^ . I 7-7- �- - .. HI 2;�`I III � I- •- ka� OR l,.� NII 1R.Nt )to L, I � I I - "I" '", "*' i!, , I A,Oil.�rl 'e, E* , , , ; � 1 m4I Alill. , 1 - CIWT LNL AN14i YI., , "ii A, , , - , , � , ! - - - 1111�- - - - - - -- ... .. 11� ... !A- I :I/..o" ,;';11* -I42- 4c , . AI i". ,-;_,N.,=I--- (PLAN) CAKA;�P��Nj� CASE - D '_PLAN, it ALE I,1'--' - -- - ,,,,- , 37A,E ','4'- 1 - - 'Ali I , - I q I -rap SE- C - - ; - L. •E.ct 'AM-l-If. I - 4, 14 OF, "XiAtt, ��*I 170IVT-� � , IDIFull " mc I It- I 1 3 * , 0 , 'MInt 01.11> " DI c. i`A.&W% 1`11.�A ' �=0.11:z!�I`It. - I - .., ,iII slats I oPENIN" vlEcKju ON 9 � -rue: , it E. VIiA, 0I IKNK I - IFINA wo)INED 16 .PPLr1"&,E Ir , I I & I 11 - ,-z-4 I A) 1-0 , -�N-12- Fifeltall : 1 � I . I , � Z . � Ik`I Q* 7'.1' .WD n%AME , 4 1 ; I , ., 1 , I .WNI " - - - . - 117-C I'll I I' *MOAT..' -- - , - , , , - 1 - , I 11 I ImN, ./ NI �WIII , � I - cg) - -- t OR (t � FILI "I =;, = �� IKII, I I - - I -- -- ANI fW" CV1 CMD ""ELIE ,� -1T,---- --� --MT : - � .7, , 1 I � 1, � I , - I � I /.*.-... mixtiI ,.i., � 1, KNINOWD .�< '��, :. T!t III! 7;11�i,,, S,1_ALF 1/4'.1' . � . X"-. , - . - VAI FOR E-FE". MCKINT &W&LA'ICN fi,ir v & - IF V ".. --*,-,I "" -- , - xyr, E m IV,, .� 1:10's C(R+ PANEL IdTALLATFOIN AT *ALES Wif z � ' - � z : % 44167 � - !-:J*1"fiI i-EVII VAR1AK*S "I 2,4* z z III = , % * m * = FLORIDA BUILDING CODE (Nor "h Vi)ocity HPIrricont Zc,. - S LAN 17 :,k- f - I'LI NIP 24 GAGE GALVANIZED STEEL STORM PANEL t I I , . �- I - IN sCAI ,,,'� SCALE 1/A-- I 0"-- - 't�/ ---- ---- --- I , -- , I -- .11. 1, IN- �, 11LIECOIN ` CTS, LLC. GLOBAL PROTECTION PRODU ; a, 1. - - �F. -, �,/- / ; I 1. ,qW '1� f. , ,z.z/',',I �`Cii- vit'r, 'EtviiI III, fWARtitime - - - " - 1�- III S. IIII 5� i ."", , ` 1 . 20- i 75 . 11 ,.�. I .t" . I Ni Tr - =- 1. -. x"- m.i. Ir,Ljoitt .n7 i --- - - --- Win,: - If MAills"WL"I I C-00IM116 4,qIL. A 7*111 - - I 11010ak " I - 1 F7 -!!L-fI I I - I T. -4:110 -1-7.1- -1 ------ - -- tim a . It --- --- -- ---- -- - - --- - - - MAXIM A.S. D-DE51QN-1PRESS-U9-E=JR&11HriQ, (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPAI SCHEDULE J-Q-R-REQULAR "THIM PANEL 1 IN5I6LIA,�JON".T-Q-.-W.QQD...-URU.C� (VALID 0NLi` FUR PANIALtATICINS AS PER ALTERNATIVES I* T-HII III ON SHfE75 6 & 7. MM. A.',, 0I VAXFMUkj AW-OPS SPAi IN:. FOR F D - All %40" ON Si-iffiti ,i A 7 10I ,7Z-, M`V DESICAN AlANATIVri 'NI L� TT, -- I -- --;:LI` 1 P PESS�Nof "A III . 4 TAPCOIN I ItAc SCREW � PANILLMArE FAPIIELPIATE i ."r" B"SKNIC PLUS I 4 & ON, COALOINATKIN It" 10.1) i FEMALE RC I � ci, II I" I it .3. 1 ,3. 1�- ; I IV - - - --- I 'It (TOO) --- I - - - I - I -- - I!. -T I. emnw) ---- -- � � ,A- I it - -- -- . - - --- 6 1"2- F; I y;- - -- - 6-1/2. -- - 6 il;!- -- ,--- 6 iAr- 7* e�"-- I - -- V It' a' - I so (e�T;Cm) - - ,3. IS - .3, - -0 . E I � ! . P . (TOP) I : � - � OR- LESS -. Y 13' - ---- .1 I p 1/7* , III fmp` - - � , 13 13 - 6- j I W Aqmcw 6 ,,,2* 1 6 1 , 12' - � ,,, ? . " tI , I (Top; - a t/2- - 12 1(7- -. -- ", -- - .. . --- - 6 I -:.. � 7% (Sup -4 mcp �!' 0, � . - IJ2* - .- 5-11 , --i-1 �v -- W, ,vop) - fu ,i . - . . . 4 pIr - . A "12, � ,� " - - AW (80,170m) -- - --- 'C - - - - , - '7" .1 - -- -- I A (TOP) . - �� - ,',/." I -','- - , -'-'33* -- -I- 2 "' - ,/2* 4W f6-,;i,-* 1 1 �- I• SEE FAa1 #1 FOR WI A.S.D. DESIGN LOAD" & MAX PANT XNGTHS *tIEN SPACER §A IS USED, OURRE--PC M-NINI ,ONLY TO ALTERNATE 2W ON SHFUR 6 - ---- - - - RI II!, D I'll PRER�JRF IsVilic I, .., I . MAX14AUIM ANC,<*S SPACING fCR T ri _ .-I S-110AN ON SNCETS 6 k 7 pppq�I $ * No OCII�,,�ll OF, 'HEM MAFFOUV IrRI i IL' I.; � , Aj,T; I, � LAG SCA- I PANELMATE , , FIAII I 7 L � I PANCLAtATE � PLUS I w000 PUSHING I-,.- 13. ; !�- 7 IT 13, no (TOP) - .3, - 13. . : !3� 1 3, - a' - ,* (Wnow) - -- - - f 12. -.---- - - - , .- I --- I - b 7� _- - -4 - . 7 ,/,' - - - " 1, - - -6-1- - 1 6. , f.- 1` I - - - - ---- I - f. - 1 -�, - - I - , � 12 , I " -- - ------I- - -6 1 12*- --- ; ,/.- I 211 VOP) .- 20 (80171 'I I'm 60p; , 5 -C, A - I- r ,..2- a. . . � i , r Y& (BOTTOM. - 11� ij. I _ I , 13, - Y -- 41, (TOPj ' -4!i : 'j. ,3 . ,- I I, .1 -0 IW11.1 . - 71 .1 -71- ty -- ---- I!- - - . - ,j- - - , 1 13* 11. to (,cci) - I - - . - - -- . 6 I/w, I & 1,1�* 11. -- & 02, - - 9 1112* 6 I /2 2* (TOP) - - - - - . 5 ,,/J- - --- - - 6 - i/4- I _ - __+_ 1,5- A. I I ; 1 112- f R. 6 I/,- . 211 (&ITT ') -- - - - 3IN (An -' am" 15'-O . I TO ---- - � I Y I 7" - .. -- -� 13* !- V", - Am rlop) - - ,3. - - - - -- - I - - - - -- 1 * -- ,EE "ABLE #I FOR MAX A.S.6. DESIGN LOADS LOADS MAX PANEL LENGTHS WHEN SPACER I USED. CORWSPOINDING, ONLY TO ALTERNATE 2W L74 SHI 6 I - - t 1 � I I A.S.D. DESIGN LOAD � PANEL LEWI-14 - 40 P9 OF LISI s--P- > 40 Pls'F 1`10 50 ;rS, 6'-` '-2 > !,13 PSIF 170 60 PST I 5.-III 6 MAX PANEL LENGTHS ARE ONLY VALID FOR NSIA"tIONS � A/ PANEL MATE FXMALIE it, DIR PANEL MATE PLUS ANCHORS & W/ '12, S!y.r^PFR;, I I ` D.G. (5, 4 TIZ4 1 ;M . , I I �Ip% ,.�ciiihIisl , I. I FLORIDA BUILDINGCODE (1114- NI Ymila.Zty "U,HC-1, ,'-.) ;A� - 1Lk� I2 4.r 1-67 N'I.,' L -11� 4 W-E STORM PANEL I A--L--V-ArS---TL-WE-E- 1II I.. --zI2 i*. a'.IATE ESE �_ . , 11L I F. C- , "C , ' (GLOBAL PROTECTION PRODUCTSLLCJ n�-i %10, 0q10I/ S " .�.4IA*. "K-1—I2='l ,1-=-rA - I= ."",-m,"':-1I.nAN-M, AM001SL.ft 1�. 20-17 "es• - -�.Hfo,'NATPFm1aA f 1A`AA4m - -- -m,IaX11 li-c-1.0 PN-HDIZWE1D iL -i5 11G- -- II7- , -- - - - INSTALLATION Q�TA jL S FORD —SAFETY PAULI') -- INTO POURED CONCRETE DR CONCRETE BLOCK —UC T -$J-R Vff.5 - - Ex-st, POURED �CON 1x`!7TING POURED C NCRM OR A 0 9, - co"I ON I- ICONCRETE BLOCK ,".CRI BLOCK WE 04.14E D 1NIFID I- I, I' "TOI 1 2. L .1. MAX � I -.-,---, Wx I 11 I I . -.. I ; I i T " , ;;� , I : I � I -.--- .- - , I T I - I . I 0 I i � R " Mi I � e- 1APAAA7i0I I I 'o EAs`LA , ! " 2 , =45 I I I . ,- " ) ..-.-� � I. E1!il,w,.0 -j: 64 Vi. -E �-ji i , 4I PnAiNLsL ILII .* -RG7,. 1 i I (SEE Eu„A"r. . I tu fia"T'.2D.,1 :). s-z' 12, I,- -,Li ,A-1 , 1 � 4 , I . I % I I � - . . ---- . I . I ( - 4. I I I I i � I I. I I I - . I _,%,� � I E, S-� m I I . PoL,AEC L P' I LEF-A-C I xAcoF11 CA wm�xt LK, :1 t5� CC-C*El( PLY- , 1 1-4 -110NcAFT Ovi �, . iflic"'Am , PIQUACD ; I IW-Al i - 4XIE104"� N&I I Ii �-,-J"I I I : � I I I I �. . PANnuArl; !�U. . f sum 8- I/4'@ PAAFELIAII, $Ul AWI * 12 1, 0 RIEGUIAR PANELS ANcHOR (MIFF-m- 9 LIFE U�L WALL MOUNTINGS 'CANE ", 5CINE 3"ii SH SET STINTS is & to FOR 40-m 1 * SIP N"`C W9AXfiCNS WIC WOW INAW TRA4110KIF -" MICHOR 910C.P.6 - IIHIM&A, CODE DMANCE ARE 14K.TED 0-1 I.M SCHITZLItt- ,OR E D LCZ THANI tim-1111 GN UNCOf AUDI ANCHOR SPACIPIC 9" M.A.-ft"Im "ACING *oft 0. 5C.CAIII I"', 'to IDLIORING fACTO-S A* tIAS DFiVVI 'O K POSI wv,crp vNictitic mAw - F-RA, S.4LL .01 a ,M TNAH - SPACKI AKOCKFED FOR CACA, ANCHOR I-. ON tHt!, SCHCOI . ,/.,. I/iI ANCHOR t4K "A'0i"i, NINCLAIINIE ---- ------- -- AACHtit IIII I- I- !, , FPO I I -- �I- _.. J - - INA-41" limmi- i- Ititl - - - - I I ,n mcwRL mix ormix " mcm , ". -- ,Im 2 In, iio' I Sw - I - j Ifr -1 - - I- - FIEF :0<V1 - A, , .T� - i;t% I, - II .. -, 11 - ,\CE sj . . , : r, noin& Aim rti rnnr JQ M-I, V.L_jkW --i- 7, , , - * . * g - ,It-, - 24 GAGE GALVANIZED STEEL SIM PANEL " 1! cWIaM - , , STATED - .,.,� It , �� _, 'L R-14 , I L.-W �: �, 4, "�I � �V . * � , " ��, 1� � I I L I E C 0 ..c. - ----- - -- --- - - - "' GLOBAL PROTECTION PRODUCTS, I.I.C. ---- """ LAN � - A 14; I 0 t I "Wr i tkd"Ml�o ~- k-amI �-�6�,*,� " �4/ ---- " N`W PINK. 11. wl� 11#111 �,Iill.l I .�-w . - - - - I-I-M - =1- - VNIiiiii- "I', IiiI , I'l SPI 1. p".)KIIII 20 - 175 PE 5(-,%r-`,pi I ��:�. , - 7 - !It- L - I .wren. E I ;� . , I I I I -1. .I it, to --- -- - - ----- -- 4AMM"-A,5--&QW-QN PREU-0RE. RATA49- iw..i-f. -VII. Q0=RF-L5F.Q,"1Nk--m—A>1mUM AN-QHQR $FA,QN;.,$-QHZE)u FQ&_KGLj[-AR STORM PANEL 1 INSJALLATIM .jN.T-Q--QQH0,M-41I Uf-f&-%',K5J-RVUQ-RE,5 r INSTA,-LA-ONF AS PER 5CCIICNS $ THRU 6, ON SII 4 A S) A LI - � - - - - �X,V- - - - 1:1-� SITACKIC ft'R WIN E D ,-EA �11LCL,J N, - . - - ---- � I - . - iNq �. �:i Az D * MCAIV-��M AWILORS, SPACING FOR MIN f,r) PI fC:I,A��[ RI ---- F �Ilsl, , III MI I". P1115I T-.. 1-11 # I i- , I -I_ -i 54, i-SSJRE , -�'t I pvc -1 Lin I I TAF-c'l, Ah m I 0 i PANCLIMAI PLUS ZANW -MAXI - I -1 Ni L--- i r APCON I Scim-sp PANUMAIT FTMMJ ID 1 ININC-11PIT, PLUS I- ZAMAC-�-Jft CAI IIIIIII A, -1 I -11.c a AA, .- ", �-�--ci`, "I' I II -76- i.,A,,, - ,.ii;eiiI '.� ro " �,u , �, , M12m - I " � -• ' FE . OOI " ..I 2& m 10 III "' - 401�-, ",.m -It III . to i �- aNcF%7IT "N'" P, - ,u ,, 10 �AETV I - Ip . I I comfix,iiI I I Dii Tt.. P.1; CQUIPIPPiI C, I.F. ; ,3. 1 . i3- ,3. ". I . . .3 3- - - - 1 3, I' - I ItOA� I , � ". !J --- - � 73, 1 13, - I !3' 1 13' - t-. -i -:'. ,3. 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Ila %IIIINI-1 --.....-- � � - - .--. -- ANCHOR WK T -7,v--- 1. � I . ,/.'. /.*. n/1'. ,,'.'. i — I tix-iix, � �9� ", �—1 . - - . -- . n!i�- ,*--w Aii"" S;,�P�-� ! � I � .r � - - — I L- - - --- - - - �I - �-- 1W.".! ,,,,,,I,�r�FIILI t I , L� %W"* ! i-,L-12* .— ACTLML OM DIFIVOICE IT Z) I _ FACTOR . r. I L`� Ii- � i i 1K` I - I - i - - - .: . - � "I -L-2-L- -- � r-- —S-0-cs 01�-1-4101) WHEN SPACER Cg) �S Lr-M Sa JA,BU III! FOR MAX A5=V 1 Di �CI & MILK PANa LENCTSK INHIEN 1,PAZrIER 400 S I, pti; F) . I --- - -L-'- - TABLE 11 t, A.S.D. DESIGN LOAD MAXIINIU110 PAI LFNGITH 40 PSIF OR UES', " -Iii- I , 4f',1 PSF TO 50 PST 1 > 50 Psr TO SO PSF !i - n- I , A MAX PANEL t04CTHS ARE OI VAI FOR N-�-ALLA.',CNS a, W/ SOLID SET ANCHORS & W/ SPAIF-11 AI 2 t -'2 - 0 C "'I'f�V'1111111 I ...•TIQ . ., '' " /;,- " . 'I . . � ' � -'p `I` * . * �, � %�Ejv - - - - - - IV' ' t--*-- 'No,. FLORIDA BUILDING CODE Hi2h Velocity HPicqr,,,, Z: 11 . : ' * � D. 44167 "'. 11- * . _ = = - 1;�,i 1`,IU1. - I I ". 24 GAGE GALVANIZED STEEL STORM PANEL 0I.- 0, I ----- . - - -- - "" ' I -10. �_ : Ir - - -- -- . WE . I I L I E C 0 GLOBAL PROTECTION PRODUCTS, LLCM - I . s'I. '" 1�, IFO,,�L;__ _ . __ fjl�- ,'z"�-- - - , - � �ORID`01'..W , ,_,;, , t'i� -, , um. ,---,I— — - I'm S. S, ItI C'"I" rol," rus so A Oz-KII - c I, �3.. AN-c-II, --,--,.1 . N ,e ........ ;�, .,�- 10-I .KI t-'INNi-IIA, ,., ,! . .....7. - --I tap: �'$" , "411.1-41 cIm" , , ,N. (7A-00:,67.0 - t��Tn�� !�. �r, ;'ii&,A"1 ----FL�-7Z��PM - --- - . -1 --- - --- -- -- . --- . - --.---- - PkiiI �IL . - , !, I - ,NC�� s At .�,�, - -'I �ILF7 N, �; �,Iis is�E --l!". - - . I R-IA/*3. R-2A/13, R-3A/14, R 18/131, R-29/1.3. R-39/14, 3' "', 'AIL, ' R-2AW/15R-3AW -0 - . /16 RIRYV/15. R-29I k-Skiii/16. . !�N - (). M. 2 I111 I F*11- ----.----- - - � - .-.------ -- . 3 4 - . I -1 0 0 � - 0 1-i C, I I ! I I i I I I I I I ! L/2 - - I . . - - I .-d-1 ,�-� I ,L- I _s- �c- pNi7. - -- W, I - 11-�. I I I .1 PANEL LISr- - . I I -1-- s:IQ. =AN; - a-0, 9 -.00, --ou P., "/VE - � ORLAP MIDININFA LENGTH9i'.,, -1, _6 - - - � . - - . � 'AI IMAAP I PANEL LENI, In i, - A � - - i, A � VSE 2 -8' WIN PANEL ,EMT- .- c, 6----ci AT A" .O�T#K- - % A, C '. .-A , 9, I � - ; � �V I I ". I I, ", Ci, . � I � I I - 6 - - - - --.. I z .� 6' ---. - - � F- I I - 0 1p, 1 0. m . 3 -- - L- L-- - - , � -- , , � - --- I - `Atl,�Ap - , f - -- . - I --- - _- , :.' - - 4 I----- ---. . iL�- � - . I — — I IIII .IO� At -, - A. ----- : EXTE tcr, ,,;,ir. Lt., - � i'. M.; 7T 7 411-L-i'llONS ONLI VALID FOP 1"7N , *R-IA/13, R-2A/13. FI k>P- 8/1'_, R-2B/I3.P---a,/1A, '. MCI[ SPEEC �p T- -- o I 1� � - P-IAW/15. R-2AW/15, R-SAW/16 R IRW'15. R-2BW/I�. R-36AV/I 6. .." apiZ ISLt SEr- .'�, A x T ,,, - � � , I , I -, - I , �,k UEE-3AFETY 11 ELEVATION (t) - - - STORM P- NEL - - 1 --- A , . I - � � cle" qr Gvi,Aii I � �pm -ANEL rlmt. ,I,L� - *!,l JAL_1 Sfc. ... v JINILU. . � 4 � ��All`- I I I - IT : " FF "�'*�, , . I /;," , I , , C '$,IS, * , ' L ", I _ , I / \\ / , , � 0 1 e *--iY!, 1;�14 1�' I - --W4 r * : , 4 m - (0 t W . -,.I : W - = � , � � I A,1E I z I ." ?, " - - , Z z ----- FLORIDA BUILDING CODE (Nan High Velocity' Hurricane Z-,,; , ,� .1- 11i, - I A I E-XTEBIQR , ��- zciti .. ' 74 GAGE GALVANIZED STEEL STORM PANEL ,� oviiiii, W I .. �,� , -- - - -, S � - ... , ,� " '- - - --- ---- 07/r/m 1 `-Z �:` :aO.I - - 11LIECO.mic GLOBAL PROTECTION PRODUCTS, I.I.C. �".;:�,�-, F -, . , ------ --- �H I -� -- I I "'* E. VE.A1.0 C~-, LiKI - � - - � $7 -� f� - ,m:: -.,-,.,, ,�` , -� (iit-,) ,I ,10111111...,I zo- 1 75 1 - -- - � - ---- - — -- - � � - I f It. T�Al _ITI Wn67,0 - - - I - i - . i - 1 - , I : 1 . - - 119III , `A,c � ! 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II i � -,TT I I I I 1 4 I � . , � - z c, -,-: I I _rll� ALTERNATIVE R-LAW ALTERNATIVE Rww�IiLw- ALMHADYL-B--2AW ALURNAIM R-2BW 9-JR-MULAR- PAI 91 LIFE SAFETY PANEL 9--REQDIA& PANELS - UFTL SAFETY PANE M1&" W19VINITIN9 WALL MQ!JNTINGS 1- , ........ 7H.", �-L "Ill. - ,,,,�'. 11)" A IQ /�",,,, :6� .. , - I/oll. 1� V --- N11z E N, I " FI-CiRIDA BUILDING CODE (No,, High VCociTy H.,rcono Zorm) Ni - ' -36— ir,iftl 1111144. II.: 11 I 11 ' z . � 24 GAGE GALVA417ED SiFFI. STORM 1I � to,_ , I 11'ikt.A'I(ill ';� 'jc� ,-A 'L' T�:' Al��i A 41 EI 7 % A - : - -- - . j"L i"114- "' ,f, AlIt, iiI,N,I- r"�tlll Is 1 * - . - - — — ' - 1f"�=;-..-, 'T , ' , - . 41"; - I I LAIL . i, i',--VA <Ili ilira ,-,tF1 12. --� �, .IT ,,I ( col, -� - 11 T, L TE c'6'AM I GLOBAL PROTECTION PRODUCTS, LLC - - 21 r-10 4EW VI I IIAMI� i7r�N-, ,�j' ,-')4 ?4OT'Ll , ,�l i. .�# '1� - I . . ---- - I .1" � . 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Irt 3 7fr -- - I ACn-VL EDGE_�(f D) JrACTOR 7 1, - I I . , I , - :� "' :%- . i - ,m,- I " --- - SPACTINGS ONLY V&0 WHEN SPACER IS USED� SEE TABLE I I FOR MAX AI S.D. l'* OF-STIGN LOADS & MAX_ PAIKIEL LENGTHS WEN SPACER 0 IS 1,15., -- 1W &I a 1 I A.SXI- DES" LOAD MkIOMUM PAWL UEII 4C, WIZ OR LESS 6'-8, > 40 I TO 50 PSF C-11, > So PSF TO 60 PSF I - 5,-10, A VAX PANEL LENIGTHIS ARE ONkY VAI FOR INSTI: -AnQNS �"'Iilllft- W/ SOVID SET ANCHORS & W/ kA) SPACER AT 12 I 12' O.0 ,A'I III /I �11', . -. IIIIIII�? - E ,� N S11 -.� FLORIDA BUILDING CODE (Ni" N)2h Y&II Hun-Iccrie Zone) : * * . - ,�� - 11 24 GAGE GALVAN12ED STEEL STORm PANEL , III or I : * z T )� - _�_ - -�� - . J!'. S (ATE C&- -� �- -- . .* i Ok- " ------ - --- - -- c IN ' I,, vnvm .�, I I IN I E C 0 .. , GLOBAL PROTECTION PRODUCTS, LLC. Am - 0._.F _ . 's 0- to IT 'D 11, �toplia ..Og�,,,, 11 ;i&.*. . . - ,O`zf�' T"I - . Ii. rtnittim CIFAI NFM - It, FI. - .. - . - ft ,II MAN I. 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PASCL LONT 'I' I I (SEE EUwA-,- :: ; ! i - ON SH(EII 12� I I I �- 4i i . I I I - ; T) ems. I �I- --E�,i*- ON =* ; � �1 I 5. , i I 1�1 � I i It n;/r " ,I I 1! . -A I I I � � I -� I I � ,/-'- PAHELPATE 1I . ANCHOR 0 12 t/2- 0,C � WALL 19WN1111.0 �,,A. 7 .1, m --,—..---.-., NOTES, I INS7&I LA111r% ARE ONO VAI rot; MAY.. A 3 r; DfSGN PIRESSUX. RATINGS Ipti.f) AND �AKE, i.ENr7HS AS PTA ELEVATION ON SHEET T2 rc,R NEW WOOD PRI CoINSTRUCTION *I MEMBERS 10 K SOUTHERN PINE Kc 1. W/ SPEC", I DENS41Y OF 0.55 OR EOLIAIL .- --- 2*.4 - 0 PLATE Proum : RVIXT-If . LNx1mIJmW1fJ94W;m;rXI 2 III 2,q2a " � ........A-.....-. i.!k..(./;"........ %� ! /,'�� , - , . I • . U. 4J167 � - 1 FLORIDA BUILDING CODE tMI IN Volact-v Hurricane Zone,); * II or . * i -1- '0�11 1- . 24 GAGE GALVANTZED STEEL STORM PANEL J, I -,, STATE OF .. .I� 1---- --*- --- !PIARN .1 I �-,. in'... "I ,'osk*. �- ---- r , 6t7t : � "' 11LIECOm C % GLOBAL PROTECTION PRODUCTS, U.C. 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I . , . t - it �1_ -- �-_� - -.-- M I- __,- _ - 11111 ?_-ITI F-- -__-_ T I._, � I I 12 -- -- - ------ - ! � I - --- . . , . 1 ,jrL. , �� - I I , .'j -, ; -, i 11 , � __- , , "' , I ,---,! - -, L, z I I . . i I-,- .?a, . � I _L - M I i 1. A I . I � � I 11 * ! - 7 11 * 1 - , I - - � I * . , I , * I 44� 1 . , ,�; - I ,, I . � , i I -,'I, , IV ..'. , - . . I ,� I - I � 11 . . I � . : , - . -7,ER", � 11 V, - 1, � 1� -1 ,4p"- - � A; I . � i - I 1 . , , - . , . , . -] --- - - i- - - I I - ___� =; - � - - -- - - - -__ - ___ - . - i. . I - - 11 I � � . I - . . - � - -, - I i � 7 - 10 . , . , - - . � I t ,_ �- - - - . , -,. , ., . , %-,, , , . � I I � --Vr--z f *,� I a - I 'j, . ��,AL__.�L 11 5LR1_E5___Z(2P0 E-::! --- !�_AN9__��IQRM PANEL I ys�[Em (t) � � I . - - I I All 7-,-1 -A�,�,611J �VLwl,q , as f.�"", .... .1 ... -- --`-`7"7 / � I --:.-- . I , I -j#`ww,- _1 '11, /7 - 7"7777 SECTION A -A _,�, _�''__ '. -1 � EV,� - , , 'CL�y , � 11i, - "y' z ul.;z, - - -. �p `-, =�:RID,k bUILDINC. CODE (New. High fifelec-1, Pluz-oeu, Z.,..:' z z r = I = . � tA Ts . . . , 0 - - "" ...-.- _`V - - , . - ENGINEERING EXPRESS' PRODUCT EVALUATIDf,4 REPORT September 15 2020 ApplIcalion Numbei I LJS§9 1 - R2 EX Project Numb,&I 20-31S43 Product Manolactuter, Alf Arnwqfncan Shutters arid Glass Manufactutai Address 1540 Don.a Road VV.M P.4, 8--ach FIL 3,3409 Product Name & Dest,npbon 24ga Gattwanized Steel Slorm Panels Large Missile Impact Resistant Scope of Evaluation: Tt-s Pvnduct Evaluation Repall M being rss,,ed in atcordance, With the,equiTemelits UP I" Ft.,", rJMEp rhoery of Business am Ptra"�Niorral Regulators (FILirida BLoiding Commws,,,iAoo) Rule c.nap" f,IGZ 3 005 F A C for Stale -de 3000pance peg Method lith The product noted arne-va has been Insifid aridiot evakfated as surntiranzwed! hefem to show corripliani;e with the, Flands BuRkilIrKi CLoie Seventh Edition (2020f and 1s for the purpose Intended at W.,w equivalent to Thai wit,prPro try tb- Code Re.eVolaalor of Pr4s prodLL-1 shall be waLluoisl lolioyofnq pe-shnent Flonda Su-Itiong Code rrodificatlonB ,,,, I&VISK)(116 Substantiating Data: . PR ODW T EVAI-QATIgN P2f,VMENT$, EA LNa-il #20- 11541- title,j 24g. GaIV40del Steel StOM Panels IHVHI & Non-HVHLI StLePtS I -5 pfrepawed tiv Eniarseevrig Express signed & seated by Frank Bermando P E Is an Integra W of this Evaluation Report . TEST REPORTS Untfcxm static structural rpeffiornance has boon tested in accordance with TAS 207 test standards Pat last topon(s I *8T.ASG 17.001 by Stackwahir Testing Inc Large ffnvIe Impact resistance and Lyclic loading perfoirlasice has been tested tit accomiatice m1h TAS 201 and TAS 203 test slandinds new test report(si SIST ASG- 17 001 by 131afTInivate, Testing the , . STRUCTURAL ENGINEERiNG CALCULATIONS Structural imliffluel,rig caiclilfal,rm% have been p,opa,ed which evaluale the pffmad Ease, an romparal-ye anckno rational .riottiwus to quality the lallmmr,g 11esign citterwo t Maiurrunt Allowable Spans 2 minimum Allowabw Spans 3 1,41rimu") Glass Separation 4 Anchn; Spacing 16D SW 11 ' AliNUE SUITE 106, UtFR,tF,O St ACM, lw,00ia. 3144Z 1954) 354 0660 1 (866) 196-9999 TIAMIgi E mo:N!tww;Ni;,E,PRfSs.w:o,M ENG; N ItRING1,owlss Com IEMMN: ok.111'm WE .: Aig.�_ - , r . .,ftzl/ r ..".. 1 -.1 �1,71� 1111CS-1 M,11.1.1- i , .1 :1 � r " - '. -.1 � - - �X,wv;o I , � I- 1. '�' . , "', -1:1 - � A TM',Aw,::Iq, � � P1111,110wo"�V1 - I—. , �.� - 11 - .. , " _/ `4,1'i 4 y_N ��A, ; / , 11 'W'' 11 - It I , 6 7 // 1�11 1, - _�,_ .51�,.:: 1�_A,L) .11 � I "i it., ,_;;: ��11�' M � � i. I z �. )c -1- I 11 *0A114*4;111"1 _'. I �, 1,� I.. I . - � rl., I _." ,� , _/ (_1)_11111*" - ` o 44167 ", 1 . � - I - � ------- GA 74 GALE I LVANIZM STEEL STORM PANEL, 1 !_� I . - TIT = _�_ .- - _.,_ ST,�TE -)r-; . Z �_, C.J`� W� AY.,,Vr'1l` I I _ � 40 1 . .L. JILIE C 0,7 - ___� ';w��'. 111TIV . E.?-Ec- t�_ - - _i.�Ilz: Mr�_=_ I�Lll_ - ! GLOW PROTECTION PRODUCTS, LIC.! "ql" I L_ - 1. 'T I- i , - � - f 11 -11� r_ ,_-.1- 1 :0-1711 I . , . ...... 1, "" 1 - ,,:;!,.,1f 11 ,�_ 1. � � _11'i . �Ir � L I IL"fel. ,I_ I L ", - __W___ . �, - - - - i ; I ... - - - " , " -W �� " - ... L,,,i I -1 - �. � - E� 2fLi - - . I -4. 0 (- r\jG I I"i F iI-L, I r.,, I' ; _ _ Ilaize -, III All Arnixicart 'Shusticn. and Glass - :4ga Galvanized Slot! Swrrn Panels No 33% incie4aq in allowable stress has been Used in the design Of thY3 product Separation from gjaAng is .lot required To, .nsialahorm ows,de ul yAnOl zone 4 and -sorlIjai fac,41'es Impact Resistance: I zoge Imparl Resislarico has been rlemon&Traled as, VV,Oencad pia lowevIOUStV IwstA4 I&SI r8r)COW, aw!s accounted hij in the erigineefing design of this ploducl Wind Load Resistance - I 111� TA��W.! ha,', Deal, O"Ligirfid 10 resist wrid load% as iridicated Irw the spar schoduleis) an the re*,pu .tve Prixtud Evaliabon Doujmenl (I a engewetiong dia,fongi Installation Thi, piM-1 shag beostalled in strict compliance with its respeme Prodwcl Evaloatfor, Document v e an7ritioning dFirwring) Rung min as corwitionatils noted thisinn Pir,oducl components shall Do of the mMenal spe-fHAd in that product s respective Product E,aluahu. CLocinnerl (I 0 eciptneeving dravring) � Limitations & Conditions of Use- , w Jse ol this pwod�l shal� t*,Il 5110 acce'riance With the ,espe�r;tVc- Prod.,;l E,akjabon Dnc.menl 6 e engon"ong drawn9f ew noted herr,n Ali supporting host VILidufoww %boll be dos,groart IQ -sonall quImimpostod loads, and shoo be of a mare-1 Wed in this otoducls iespeL,tive anchor schedkile Host slrudo,e concittlows; Which awe not acoounted for in I his product r, F"pecIve arichvi stheditle Oiall twe Designed lot on a site -specific barim try d legistelod professional eng,ricte, AB components wtuch ae pelmsperilly inslalled short he ptarecfeLl against corioscn C nI mlridtP- dnu other such damage M au times This product has been designed for use wither and o,ris4de the High Volocn,Y Hufu,:ane Zone jHVHZ, Re,pecillulk. F,anl, livililafdo VI E%1l'o I I,r., , E,;,:Fss' 11 I ,.I, '18x� - I 60 SW :2'- AvFftuf SL;Tf IDr, (-;EFQIIELO 8e&cM, ric,aiD* 31442 (1454t 354-0660 ; f866) 396 9999 TtAH0E.1INftRIiwC.E,r1AfS1 too E-T,TNEtATMGF-PR*1,S c0" - � I - I A-i M - � I .-F 11.1-, �.�� I ! L 1 � I i - - - ,", -01 �,,�) "; , " ,,, V t �,� , -, - I - .. A ; . - , �0 , 1.11_i-4-7 '� \ �. le ,_� ; �,, -1-1 I , _� F-A - _[v I � .. . " ' T. - 1-m.-;; U 41/� �,�,�X - I � - �� I � I -, , , , . 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I - - __r- - 11 I II __ - j1" I � i �I ,_1a 7, f�,-t2� �- - -- .."",ia', , , / L � i !'- OL I r16N1,4"1&frrj,�I 2...PI '1PT[ OP, � I. ,VLr :nNr_pnr ea,w I OEQ,AREL, 4, ,,, M I. WALL.MQUNIING WALL MOULTING =11 Qtl _EZ j ALIERNATIYE LZI '_Alr 7-- ' SCALE 3 /8 = I - - - - 1 --i I Ian . I ; 7 -:LL- , ,-,- Ir � .. � , ; I h .1 ;.� ,,-.,- . . . . . I __._ - I I I, '. T,(jJ>,, . , , -111,11-11-11 r EN�5. 1;�N �, , , -,. - b-,-! -L., . H11 M,� V. , - " ,I� - ,_,, Z. � - . _.o - . m 1 24 GALE Z;ALVAINIZED STEEL STORY PANEL 1 - � - * , A, A - . - - - ' i - _ - .�* , j I Vok . % PROTECTION " -1 - " - . r � - I I I L I E C 0 .. C ., (GLOBAL LLC. " 11� L .71��'..�� - 0-06 1 �1� . t....FcAtilt I - ". "I _� -_ , -, I . I - �. _..DtPA. L .,.,_ , -�*Z - � , - a !�' ' 1 - ,,_V� - n'11_1-.L - 'WTI �x �. �4; � , - -_ - , _; __ 'I'll- 1, 00, . � A. I_ .- . I ALL AMERICAN SHUFFERS AND GLASS l� �24ga (,ALVANIZEDSTEEt STURN PANELS ,'HVHZ & t401`1-HVHZ) I, ___ -------------------- - ___ ____ _.., - ,�IrNTI i ,iNi1r,111F.r, - - """ 's "��,NK,�i,Nu T_C MO`^� ir�174rq I I ". T rVIF �'1-; kEQ [l 1 � �, 5171.1rictil� - . � . . . ... . . . . . . _- r'"rLt4A, /I 10 .-NI'H i I-- - . - . - __ _... __ _. - 5Tt� W11" lltl,,ErkLL I / VONCAIVL,,Tlf�,,�TENFT� 4, � . " .MV,�41,1AIT r,r',', 1,fIELF, 3 � I 1-1 I '[ � .. , - T_; - � � I t.111 - , -- __ L' �_i " I --- - , , T_l .- L I 7) TYPICAL VER I ICAL MOUN� I ELE,dA I ION 71P IAC,INT YCOI Af t 14 A � -g- = � �_, 11 XT aw, 4 �-,r ,, �5, - � z a �, - F , - . . �F2 I T. iswj ,,Ei0V = - - - a_'_'_"_W_ -_111 111.1 '1 rfu�=y T, PJ NS PE,"Dt ; __ , , __ -ow- p_ s -ill- .h D_ -TOP Ni jmwe,, TYPE AS RES, Of SAT I" 40 IFil 1 C.":,NN _/ TYPE AS PEQ C!AML 5_ftTTcf,',*� 0C7kei0 I I-- error SE ra,'_Hep�ASAUQLIW�l , Orlil AL4 2LITTI,M OW THAT Oc`ANff1.r1C0A APIC OLN TS '0,jTM 'A FkK, ' 4WIHOPI, ARE LGED L%W'�H _�A ' `� WINC NUTS FASTENED 0 I "'I"', A OVf_T I .AF� 0 FITEAPAN tUsf .;PANS 9CVK & BELOW 26IRVI�111 r".A - APPPOPRIA t� 1,PZ" 140!_� VERTICAL MOUNT ELEVATION e,' NOTCHED PANELS,I , 'r - � - . . "LQMLF&ih'L', '. -N __ , " •*,� �, , ME - - . MAXIMUM ALLOWABLE :,rz -.111 I r1wilt - -.-� , F-M, "I . ... UV , - DESIGN PRESSURES- -�,= . C40, uwill 4 . I - � �- �' A�q,�. I . I g", 1,YJTEU 6 N DES) NJ DESIGN NOTES: L_ S011EDULE _5j .,D,4 - we P061TIvE jV10 NEGATIVE DESIGN PPES�,PIRES CALCVLAtIO s, X e-113 lj5E %NPTfi T11551STEM SHALL LIE DETERMINED IER m P SEPARATE ENGINEERING ih A'CM4TICZ WTTA Tit - E-U RE �EIW,l REME NTI AS '4 I sl�: e . I 0, t. RY f ,Y CE T�F'I".NT'N4-6CTON"A'CC"ORCtDAW.'E ASa J %b CHArTEP ISgr, OF rHr wi-11110A BuILE-1w, ,*oi:E SHALL BE 1-Y-1- T4001 a �DEkp� Ylw j , OK POAUAL 71) THE POSITIVE --A NE47�TIVE DESI GN CAPACIT, tr� HFkE!IN POR , - " s't I r;L UPE VALUES IASI AN, ASI,FFAELILY AS SHOWN I f - I GENERAL NOTES: 2 � it, qe., I , ; r.- s � '01 A Tlff-SPE',IFICkTIONM�'hE�t4C'F�K.I.� � I I . � I . ' ATEL 1. I " mar ,,, war �,c�wAAre.rr�it,EFtE��IIEME.T-'F'-L i-.--,j,-- �z,C,E -z 14FIR ��r_"-EITUnC2PKIYO L"11AME-IL �i .L:;, I a , L - ,�'. rA-(d.202AF1oi A-IFSTPRODX-L� WNTKACTORTwA� - I ANOL FoIN 70 ALL LCX AT AVILDWC- C.�V* AMENEWEv's ."IZ-H-M." 11 4PETY t,��C,hC$k!TEAIA3tyOP�CAS3T4Tff,MERnFI014VRf"�f I 1 U4), ,cc1X1"ALs.7E-sp1CIFLr �FAJFD Piluftf`tw(114G� 2 NO 311�3% INCRFA&F 114 ALMV14BLE '-TAE'r 4A5A 0141 LStU IN t- � o ESIGN j, THIS sYsnll� I I THE AI",'P1TE<Tj( 461NEEt Cf AF010 D F'�R, T�E -fwn]_-V su'rimucrufUE wITH W41411 THIS cueis us!rl s"AAA. BEZE51'P.14.5ML� (D - ,H 1, kliz Ti4F PITFIGFUE, OF ALL SUPPORTING SVIP.Cr_ To T"M DIET I SHALL ccoILDIHATED RY THE PE1immING colrfxl* I Ci ,I :f AwAlf Srlr.SleCjFIC Swr.,frNCill.e-I.I.r - RE w,Q,jPro 11, , Sr. c"O" To o".7 'RON 20.07""Ilvj S' I SPANS c�onrokff.lec I z < T I Z ; HEREK C.JN7A4!T THIS Et c "El For .LIER-ATPE'�PA9 �ALCULATICINS - M " EOUTFfr, , 1 7 1 4E 1, %TtFo - �11 111 6C "l-W lrlcI �, 1�1 Ipc1lin, �o .5"IrFIC - 11-N.TIGN 5TTE. 1�_P �11E L-o"DrITorla DIFEEREN, I.D" rH.EWNQL�QN$DV�"-QHtFkLN A"CViSLC4?VDPh�9ft0RF1O,11, �t;' �: Lij � v '. o' -- 0�1 Skl� 1VFPAN* iwTE 5;'E' 11X� 1.1�- -11T� 'Cri IJItE 1� '_� i r � � - , , . * � c liv-1"T".1 1-4 LP. 7 �Is OuC1,14EN 1: � :D i � � f . DESM14 PRJEAUNFS NCITEC1. 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I _,�TQ!fttlJ^�E�watiTf<T .EHIwEA&FRCMML1r&&I.ILARfL1,' _T',T&TEtECTIM� 1. , 11 $ 11 I 14 ENG 1,1[ A SEAL AFFIYFD, , I . , I , , �-JCTLVL D�_Iewi - . ., I , -Tol I 511OWN ,;INLf USE OF �E5 5- 1�1 11 A, !A-IVI1PtS� & SAVES.APML', , , _1OS_T &�' GZS . �: I-- I 011 It I ,N1 UOI.G LE1.11. fffi 6 APPE, � - " �IwCw MATERIAL I I I FAawLICAUCITI, SY�7EM ERECTI�1. � � - , , .,� �o, _ - 'ZTKE, 5(�ONLI THAT 1. AM If I'�il�IS-:AL��Gk@'L'X.L,�"-f,"t - FROM DrnI��15 OF THD5 PLAN - r5b 11 Is UC"ASfXPPU!S-LY1ao�.tTCDMF'!a .,- -_' Err"N.&L CEF711VCATIE ',m A-FIRIMA,71P * 'RTE- - - i� 1, I `P 16, 4, G1 0"M .OTY�<A: - -[Ea1-_1O<11.eA`T I ! ,I ,.1Te'.1"'oAPt'!TjQ 10 .� M! , "I t Mr. &"-,a,Tr rely ., - �t'�._M" 0 !! ;. 1 17, ANEL� 5HAkL8fPEPM.u0FFwT0 .ADFLED, �TTHAPUNIHLFI ff � ,Nifi 'Fe EVERT]DFEIi-T L��TAINlNI;IK�f�L�,t*A�lN�.M�*MA�ON I I � 4� ��,041 !�M -, LEA MEP4(411 P1�4111EIL5ANIT SLASI .EST P.L - BEACH. R. 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I - �ET*,� - �_,11'V,,,!�': �tesc, ,, . 1. - L• � - - 1.00V ___ 11 ", I i'Hze, _ � � - . ! r , - ' , I I OVERLAP �_ ; 920- " " , , 1 : I 'I I or �11 I ` - , "' , */ MiAl ' '* /_ �w , , " Z/ , I , __\ ,-�, " I I �� Ls- MA, (ID-7111111111 _*1111 I ` - - p 2 1 , I- ,:� . .Cr � - - - _ �,,�T,--,: ,/ __.. . ,x , \ _/ \---/ 15 � � i I o - - MIN I __ T ` ' . -5 - [19M jol 1 41 x U P41N , - 4- _- .1'L;7. � , 0�w - ,,� .-.., .. � �,. , , - 1� - - W , 1w � -M-1--l.." 14 L, - t"ithcKjapEft,p�Att - . " - 1 - - *_J�,_: -- ! 1_11:� T� I.?,- _-, - I I � I EMBED Lziccor �-U,F;M��Q, 11 If. I.;1I -_ I *1 II ) " "w_ �1' 94 - , I � 4 , � I it ig � I � �Iill ANCHOR SPACING SCHEDULE: -A _J:J,�INEL Fn it E11E. , , , I. --fla - �1� ".. ' " � Li�� - ��7"` CLOWN _rf _. E,pe I � ANC." 1.25� P "IFP9 101sr) A <2 Q •'4 CI C2 cY CA I . -L F73 C. � - I V-ti` - 12 5" , 26.0" I. 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EQUAL TDSMATTER SPAN 5e'" CONNE-TION rYPE B&,SED ON A.MROPRIATIE MOUNTING _M�YJDTVON �SEF .00INTIPK N-7AdL404 SHEE1 2 FOR FOEhr-47cAnoij OF CONNECT [ON TYPE) I 'PAWL FASTENE057 W STUDS USED IN I!nN]LK,-?Of4'eA1TL Ai-1 WAUNTIM, tML15IOr1Is T FRALK SILIEKIF0 ANGU, ETC I LtSr 6 25 0 C PANEL FASTENER SPAONG TABLE VALUES MR X t H' AND 'U' HEADERS (INCLUDING BUILC,DU. rONXTE(NES) 4 AV -HORS 5HALL M 114STALLM IN AOCC,RrANfM WITH KAPIUM-MLEBRZi kE1Vf,)MfN0ATIrjwA1_ 5 1*QLUQ'N a .t� HTNT STRUCTURE 5ri,A LA. _ONFO" TO ASTIM CW BLIXK S� ilw"UkIN IL"EM SHALL BE AS NOTED IN ANCHOIR 5017DULE 7 .A.,, EMISEDMENT AND EMS MIAWE EKCIUDE5 5TMM, fCIAN Ha[C), ANID OT�4!EFA �ob ADEWIELY TPAN1,PeR!_OkoS TO HOST STRUCTURE H. CI417f AfKHORI, NOTED HEREIN SHALL BE FNIBEODW TO Low IIIACIQED CONCRETE ONLY C* 9 WHERE EY15714GSTROCCIURE IS'AIDOO PRAMING.MSTINiGCONDITIONS MAY VARY FIELD vtFU" THAT FAST ENERS AKE INT(ADEQUATE *ODD FRAM[ING MEM15tRS, NOT PLYWOOD FASTENING TOPLYWOCr ISACI_�YT&W OW( FOR SIDE CL05UP_EP[E1_EE iO *1ERF ANCHORS FASTEN TO r0AWW FACE OF SILL, FRAMING, FASTCNEQ. ShAILL BE LOCATED to CF-1-1 ".DFAJOMIIRAL 2- X 4- (MIN I WOOD t,TUD (f,' EDGE CISTANCE 15 ACCEPTABLE FOR WOOD PRAMALIG) WOOD STUD SHALL BE -'OUrHERN FINE' "OL.55 CRTREATER DENSITY LAG 3CIRE;v 4,AUL HAVE P14 "OPS PAR HEAC, OR HEX WAD tl RE"JVABL! 44-_�OA�- ARE DEWALT PANEILMA�, ALL-FOLIVI-5 501.30-5U- 3 BkAS`5 ISU5111ING ._2 E 0- MINIMUM ENCAGE"EW OF TI-LACADS MILD THE BASE AAACHTNE S--REVAS SHALL HAVE 1 4MC"UP AND MAY HAVE EjjhFR A PAN HEAD, TRUSS HEAD OR WAFEP "FAO f5!OEVVALK:2L.Te N 0 H t3. MftM)w4 EMBEDMENT AND EDGEGE DISIAME PACUODES STIXLC r, OR Or HER WALI NISH 4 = DESIGNATES 1,NCHOP OCIND111101416 WHICH ARE NOT ACCEPTABLE 4JE-Ei. � * L, LINEAR tNTEPPOLATIODN" N. MPKETT5C-FCC USL-W.rrHTHE ANCHOR 5--HEL,ULE�5tjRTEU,aI THIS 5tIECT g1l 0 x gi I5 ;!4 Ed 20-3 �n _16-Ml Q) (D _9__ U) = - M �> (3) c- 0 C) _0 C) a) = 0- M C -0 Q__ . - . 0) -!�, __,, -a) (f) (D = 0 CD cl C = .- -9 3: = = -0 U_O - 4- M I 0 > (n .- Q) L_ L_ . Ln C- M "-- 0 M 0- . E- C/) < I X , AR wl;� 5 ?p I I , cPlans view ,UacReview oevhiow2 Assist milli ce wi th pleted , amfflIcp. by bra A 1te a rOPF th roryd,id o .? r, (n _4_j L. ! (D (D (a) C_ +-a U) Z3 M > 0 " C/) C:,AL _ < (1) , L) --, C -0 (10 0 SiM.- MMM 0 (1) III L. (1) M L. 00 = W < = z < I n SHEET NO, SH 1.5 FOLD UP WEATHER �- & € I, hL515TIVE '+ �- WINDOW UNIT FLASHING REQUIREMENTS ILYSEBARRIER TEMPORARILY TEMPORARILY SECURE RRII- '*.- F �A,.r,It:R _ --- WEATHER % RESISITIVE �' �� SLOPE F 0.3 in : 12.0 in E R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall t/)CD -� > - 0 �BARRIER ` Y TAPE / I - EXTERIOR VJ_Cit1 FRAMF C?FdS1Ft ( /' d ' _ BEAD 4 SELF -ADHERED FLA ,t11N�� ,�:a (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. N 0 SHEATHING _ �- �' i� .; �. �,'. BY LAPPING OWN a L�-Tr �,IvF_ � L, Lr F +�.t- � , r 'y � �'� _.--- SFI. F-ADHERED 1-. R E D FLASHING H I NG Qi C2. � CL Q ' OVER RIM JOIST AND I Its 1H€ ��ttCJi'1 . F D` , WALL BY 6 IN ilF l !'IR I{ JAMS I I: R703.1.1 Water The be designed �- _ " EX I ERIOR resistance. exterior wall envelope snail and constructed in a manner that prevents the accumulation of water C / - WEATHER ' RESISI'TIVE r�AI zAN, v t EU i ,. ,_;. P1 f_.A L�rN ,'" ,.; i �,,.;,NEr, ` F > ADr CPS a r T CFMT. FIN. BUILDING PAPER within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. •� U Ct3 � U BARRIER I SEAL TOPS of JOIST, _ KIL -.-_ > - WIRE LATH --- R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other � 0 -UNDER ��_iSEE 0SEL! DEDA IP �I SbR C ,t<- �., approved water -resistive barrier shall bs applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, 0 -ADHERED Fl ASHINCa) ';:' _ _.- ;m with the u er la er la ed over the lower la er not less than 2 inches- Where joints occur, felt shall be la ed not less than 6 inches. Other..�- PP Y PP Y ! PP 0 1approved _.,_, _- _ materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions, The No.15 asphalt ®> HEAD FLASHING TIE-IN INSTRUXTIONS: GIST 1 felt or Other a r pp oved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building � ERIM � L1. Cut, fold up & temporarily secure weather barrier above header to allow for .. appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. �- Lresistive .r. C/) C3THESE �- DETAILS ARE GENERIC ANDi flashrng Installation,, ti3 `+- � UMEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing p:us head flashing under �' .- - ' R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier' Fold barrier back head__�_�BE shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The USED. 3. weather resistive over flashing and seal with tape (2 �-_sheathing, - - �+' ;I Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale : NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM � SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A [ (� Y Y P02 SELF -ADHERED FLASHING CEMT. FINISH SILLi POTSHELF/ CHIMNEY SHOULDER 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 C paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. x.TrRlr)rrSt , T�1,%,. - rJEFIMECHANICALLY rt1N ORNERS€N IF - RUBBERIZED 38"CEMENT PLASTER � �` FkTcltlrR HFAfiHIN+., _. _ y _fir \ \ 3'4" t" "rAL!r�F t i1NSrf.:. Ii W �_ _ �. _ Ir L ., I ,.1+ . , ADHESIvr_ ,CBE APF`LIED UNDI P------- � La r-,N r,+•. � f-',_ THRESHr�_D OF DOOR =v) fiE: TURN I I -,Ire THRESH 6' IJ;E LICO,IL}N4lL. E3RANr, P,-- I - OR EQUAL. WEA 1 HEP? PPOOr c.:AOIKINi I � == ADIBiBES"TEEDASPI-TACT THR GH- F A H R A.ar HALT ACHESIVE Ou SEL D E ED � `._- - FLASHINCa �• �=SELF-AC�HERED F,A.aHIN-1a -- - _ -' - R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied g PP g Y g Y � PP shingle -fashion or in accordance with the manufacturers Instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the g PP _ I.. MIL L.r?Yt,�TN, C.hAt,T MASONRY Lei O.,K _. -,.. i ` -- ,,' ;' ,, rxrREMF: - -... � RrI R TO Tr�'iIP�IC'AI. ,\ LETTER ON CHEMICAL T.'"•.� .,.,.� Sc0RED - entry of water Into the wall cavity or penetration of water to the building structural framing components. i wlNDow FASTENED, 1) Sr:ALANT Al `, % ° COMPATIBILITY , ° ° �. \ ` , 1' sFLr-AOHEREI.) FLASHING fir/ TF `\ems\\ ° �. _ '- --=' f� 1 : ' I rLF - RELEASE PAPER �L- - F F`r r,:,E„T, i;,� Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 80D or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 9 g P P! P 4' S =A ANT DINT t I_ L J , .. , WINDOW BUCK 1'rJ \ * I -v t > TEN .,> 5� `r.� Y,z.: _, j a,H .,wr: r ,�r � r�, contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the t pe of sealant. Fluid -a lied membranes used as Y Fluid -applied OUTSIDE EDGE OF ' MASONRY WINDOW BUCK ---------------; .� ; ''� ti HRE ping in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (lashings ing • • r 2) SEALANT .JOINT 51 SEALANT FROM . . • ° : r \• 1' shall hall b installed he f II following a at t o o . • F 4 WINDOW BUCK wfNDC)V1RAb9IF •- * , ACF3CySSWINDOWBLiC'K M1' _ .�' \ -. \ ` r' SECTICIN•A.(SEE DETAIL WF`022 ...,, t r AND EXTEND TO MASONRY WINDC FRAMI_ ` ' ° \ - �ti . ! - �\e r ° SELF ADHERED FLAS iltvt ��,_ - = .-- r , . J 1. 1 Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall as �y finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanical) attached flexible fl hin s q 9 Y g PER CODE 6) .1 OOLED SEALANT --^c `� REQUIREMENT ° ,'r =- ! ,"': ,, / \, `* 2 I shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the fallowing: BEAD BRIDGING �`o. / 5"y �' CLADDING AND WINDOW FRAME -- 3) SEALANT WINDOW FRAME T \\ / � SELF-ADHLRED FLASHIP.,Q �- , j ' t 5) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration WINDOW BUCK ALL THE WAY•.,, NAILING FLANGE � � manufacturers Instructions, in accordance with the flashing manufacturer's instructions. Where flashinginstructions or details are AnOUND, INCLUDING utLL. r/ r' A= not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or DO NOT FLASH OVER ' SEAL TOPS �olsTs \� r' I: s; 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 P q BOTTOM NAILING 8 UNDER DECKING (SEE DETAIL WPo�) 2 ; \_ �� j drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. NGE - J 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3, In accordance with other approved methods. _ _,. j SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING WINDOW � q �^�� v r SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK �P�� SELF -ADHERED FLASHING , ^,P06 y V 1.4 In accordance with FMA/AAMA 100, FMA/ AArAA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND INSIDE CORNER 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. \`-` Ground -- 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously 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. - ! 6.6.At wall and roof intersections. PAR •! z 1--- _ _-_-_ Water Resistant Harrwr 7 7 At built-in gutters. n gut 5 02 JAMB. SILL AND HEAD DETAIL APPROVEDSHEATHING/ / / / /; i i/ � SELF-ADFirREDFLr t„N�*= PATCH Lath I �- Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL ; APPROVED NOUSEWRAP -� j �' _- �__ sTRLIcrAI ATH TWIN TRACK 2. 5 ` / \- � fl '`\ f F stucco y �- ,`� _,, FLASHING AND WATERPROOFING METHODS TO BE USED. VirtualR 1 � 31'4'" CEMENT PLASTER �_ 12 MIL (min) DRYLOK EXTREME / \ \ % �. ' / Iric • . • - Plans for Review CO compliance 1QW Assist, it Pleted APPROVED FLASHING TAPE -..� .. , I , % f,.�' i 4 I I Do�EI E i '� ° a 4 ._ .. j with and a PProved he ZD 0 FBC a n -m 7/8' Cement Plaster oo�� APPROVED SEALANT -�-'_ l aolsT I I� �" �' ' 7th e Klahr Edltlon PX2300 SINGLE / WOOD BEAM ' JOIST � � , BELOW _ ; S . SFLF-ADHERED FL,�.�I-1NG � r Foundation Wall a y • r in accordance with 7/8" Cement Plaster r` \\ � ASTMC926 in accordance with � T\, � r �\ SELF-ADhERED FLASHING ASTMC926 Felt backed metal ' / lathe in accordance ' Felt backed metal 3" Alri " . ,' 1� SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance �\ \, ASTMC1063 FLASHING FLASHING 5 1/ with o -- Building Paper 6"O - - Building Paper O.S.B. V -- --- SCS 06 02 WINDOW FIN INTERFACE WITH ® SELF -ADHERED FLASHING DECK ,FOIST WPa SELF -ADHERED FLASHING OUTSIDE CORNER WPQB FOUNDATION WEEP SCREED Y Y f sheathing rhea ;'_ Metal sheathing r' • EXTRUDED SHOULDER Flashing \N Weed Screed �"�� V SELF -ADHERED FLASHING 2x FR,�MEWALL _�_�_ � � ' _ -,_ _I I Installed As Per `1�� Manufact. Spec. ' ' .u�■..IJ -ice+ PRODUCTS DETAILS f T > - 4IPOFSAF LEGEND Lt.CU I _ / SELF ADHERED FLASHING (SAF) _4- o• � � Maintain Stampede or similar Bottom of bottom \'.,I TILE FINISH ---�._ _- i ; / I � ;/ t UiAIr eJr` Pr ANt: WRt f)P EdV�.(=i PLANE. (4,P) WEATHER PesIFTFStdT �_ CBUk Weep Screed�, .. )Dint only Q WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) -- - �tsARPII W 1 ¢ l R I�rR6) ti BOND BREAK WEATHER RESISTANT BARRIER -- - _ BREAK vrRB SELF FURRING ISE) LATH rt ^� .- ,'" I lr�- PI-''`TFR ACCESSORY -- -- 1 i!2 to 2 Above Roof - Weep Screed Sheathing Installed As Per _.�.... I � � - T r s AT H SHFATHING. 'OS8', PLYWOOD, DENs(:zL.ASS -- i�" ManufaCt. Specs. Detail Instructions 1'-4" PER PLAN 1'4' PER PLAN Z I 1 __ Y <;` _� _ c-(RAP DP WRI3 ONTC, �' • �- 1i2" *• V } Refer to the number marked as # in each detail that corresponds to the/ G numbered items in the list of instructions below: I i r-tF '�ERTILAt ACE TC TOP cIF � �; j l „+I1,F A�. Are AIR I;.',HI.IL FI Cementitious Cement Plaster � Decorative Finish in accordance --,�� with ASTMC926 . ,• All inside and � Q `I._. � in by SLOPE __- ` - { v ,N ,_ "``'"`'~ over wood 2nd �� `T 1. Install self -adhered flashing order as shown numbers 2. Install flashing and weather resistive barrier to form water shedding 8" CMU _ _ _ � �- T -\- - •, ,. outside comer will floor I . 4, �• need to be miter --- " •,•• r' -i-•+ laps p 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, 4 OR 8 CMU ___ ; (PER SEAT DEPTH)-- ---' • ___ FILL WITH GROUT - - _, ' ' a - _ - - -- { I ! � '� _ : �-sTRucruRAi_ FRAMING - _ 1 jr cut and caulked all "• •: butt joints need to ••o, ,o • �� .• becaulked using � '•• Stampede s� I embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts -� _� • ' - r W i n f U� IURAL ;Ht Al 11Pu: , r 1,L I r,l , ULr Of A P_.. I _ c n L I } ,,... ;TRIP OF iAi L _TFR T ,�,i m Httil, KP aF, �.. ; 1 L � r, p or situ. caulk for all _. Q !� 5. Remove all release paper per standard installation instructions and P Pep adhere to substrate usinga square piece of flashing material 6" x 6" P g ( -'� ••' > -. u� 0 �' - F f,NIINIIr}LjAr:KiP `' - - �f-r,RA,NAc,F PLANE vrRBQ- h'_,D x SEEALANT I �� Minimum) SLOPED MUD BED W W z OHY _HIND BREAK WRI3 I ;S f �♦ In 6. Fold as shown by arrows LU - -- ,,--`;F LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to s, _ -� 4 - __ VINYL SHOWER PAN ' - v A fit tight to corner" g , � l r 8. Mechanically fasten as necessary'` SLOPE f -, F--� "- -- • ,° ➢ a �,'�f- l p ��; I_ -- The building paper and metal lath must be Cement installed over the top of the weep screed. w • _ _ r °` PLASTER STOP n Plaster Z Z _ r �N11N��Y IC HArKE� R(l l - ti SEALAN' '.t.MENiIIIOIJS FINISH over block 1 st floor Z Q aT / - IZ � SHEET N0, SHOWER SEAT P 11 SOFFIT/CANTILEVER �%�� Y Y P O WEEP SCREED DETAIL SCALE: NOT TO SCALE WP1 so