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Home My WebLink About36489 SmithfieldABBREVIATIONS 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 Ci - 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 EXPJT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB -GRABBAR GF1 / 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 PIED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE PT PRESSURE TREATED PB PUSH BUTTON REF REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS -ROUGHSAWN 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 SO FT SQUARE FEET SQIN SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB -TOWELBAR 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 ISYMBOLLEGEND: I 1�1 STAIR CALL OUT FOOTING CALL OUT - SEE FOOTING SCHEDULE KEYNOTE CALL OUT PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF ;D STEP DOWN On STEP DOWN CALLOUT _��ARROWSHOWS DIRECTION OF VIEW ELEV NUMBER SHEET NUMBER EXTERIOR ELEVATION MARKER 1 ( ELEV NUMBER 4 <A15 SHEET NUMBER <--ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER NT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G. P.M. SHOWER HEADS 2.5 G. P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 F� EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2020 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 V-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18., OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.l. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OFDOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-O" 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.l. 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 N NARem LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET Al FOUNDATION PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED A2 1 STAND 2ND FLOOR PLAN 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN A3 STAIR DETAILS 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLANS 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 SNO STRUCTURAL NOTES SN1 STRUCTURALNOTES 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS Sil PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL PA 1.5 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS 'MAR Q MAR 0 4 2023 Virtua(Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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. 04 C14 4 LO ol 00 LO LL 01, 14' W 0 W z V) LO E OF 0 �O q u >1 (y) 00 4-- a � au U -0-0- g E = -1 5 0 2 75 M: 8 R < U , 5. < C3 V) u Lu D_ oc) E C) 0 (D W LLF (6 W 0 F- LL1 �_ W _j uj 2 �_ 0 W8§ �2-j �9�e,6 z (4 0 g 0 0 0 � 0 < F__ =) - _j co <ax-j Q� =) 0 Z U. LL 0 U) X 90 0200MOZ LLJ Z x ") W 2 _j ozmoo�_ F_ W z= 1 0 0 0 z CO a. � V5 W _j 0 CL z o I �< < 0 Lu V5 Ix < 0 _j z LL Lu Z 0 0 a. M (.5 LL < 0 OW -0 23 a Mg< LL < 0 F_ < 0 C:) z (N W 0 ll- 5 (0 c) Ce) a U) CY) I 13- U) _j LL qq U) - r. z < Lu < Lo F- X (yi oo < < Z 0 F- z W W _j c::) (0 C14 C) 04 r�- C14 CD C6 (0 CO 0 N N N N N N C� N N N N co ob Lh ob A 'L 6 C) o Cq LO CR 1 041 0 CO 0 I "T I a LO 0 I (D I 0 1�_ LO I CO z Z z LD 0 Lu Lu (n LU cy) 0 0 0 d- -0 Lr) -0 0 W LU CL = W F- W D �r- im 0 2 X g0 F- Z �- Lu z�_j 00 W>-=2 < uj 0 CY) CL 2 Z W Z Z LL 00 ul N 0.2 < I'llll -3 2 z all uwl (::) 2 0 >- < z S2 z z X: < 0 z 0 _�e 0 CL 0 6 120 z C S z z uj WN >T- LAST PLOT Dec. 14, 22 DATE zf-0 0 COVER SHEET FOUNDATION PLAN- ELEVATION A 1 /411 = 1'-0" PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED, FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED Z-0" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE O SINK - KITCHEN O REF 7O WASHER 8O W/H O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY DD MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. OF IPAD 24" x 30" x 16" DP #5s 6" O.C. EA. WAY MAR 0 4 2023 VRAf Virtual Review Assist. Inc. Plans Review completed and approved . for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 LL; co ' 0' ' c z LLJ LIJ Q W C %0 o U A CV)d n U 0 A� Cc M V/ 0 .2 0ku ¢ 0 L axi ¢ U • N ,C U w Cl C N i o ECO m UJ W W Wp ~ JW -zZzm x Wjyo2��u-(D Q O U-00�0 <OX-1 a: OZ2011 -<Z �°9�oomZE— woZo ~� awww�V5 p �4p2 0 QOZ 2avo0 LL LU ° LL o i O Z W O� C/) 5 ti M O z Q�MU' U) LL U)ti z < LU < Lq H 0. Z U W W J� mi O N fV O N i ti N r O O CO N Cs7 O N O O O O N N O N O N O N N N N N M 0 0 L,6 � O O M' .-- N O M w O 0 0 0 O O " 0 0 N.A u , .y j p O V Q M O 4t O o O O h LO �- c (p z Z — Z O O owv� 1-a O Uo-o F- Q O a Owl=- Q Z O� �-� a =co0Z �0Z W N 00 i-2ZIx 00 w N 0 :a. 5 < O Q U, �z • Z z ~¢O U Oo �— 00 LU z J Uj N o T— LAST PLOT DATE Dec. 14, 22 z-1 O FOUNDATION J PLAN A B S6 i t 9 ao LO A S3 8'-9 3/4" SH25 HD AT 7'-4" EGRESS OWNER'S SUITE 13'-0" X 16-11 8'-8" CLG 301-011 13'-3 1/4" (E� - - z It It co 711-31/211 5068 SGD BRG WALL 71-1111 LIVING ROOM BRG 16-211 X 161-311 WALL 1 8'-8" CLG 9 \, �3 7 5/"'V1 X-4 3/4" 5'-6" L. 4'-6" 14t-211 DRAIN- SHWR HD & VALVE 7 5/8" NOTE - PROVIDE 1/2" PLYWOOD 21011 DRAFT STOP IN FLOOR 2";87WA L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE CPT, TILE (PER FBC R302.12) 00 KITCHEN 2 6K WEE-*-Z? 91-711 X 141-211 A TOP" AT 3 1/2" A7 >5 W W () REF 81-8" Url �= - 04 Q W < z a- BRG WALL �e Cl) CAFE 2868 OWNER'S BATH RANGE W/ 8'-6" X 14'-211 HOOD 0 L F-: W - 8'-8" CLG ^GG nno:. 0111 00 -1 1\ �3 N'A� 0 -1 11 T ILE LIN. A7 CPT. 00 PLUMB < 4 STACK A3 WALL__� 3 -4 3/4" T-711 V-11.1 51-81' 21-10-1 21-211 41-1011 31-611 W.I.C. DRYER TILI TY 00 00 VENT CD F__ A7 N PANTRY �qNTR (n HANSEN 10D PWDR BOX- W/S AT BATH 6" WALL 60" AFF 00 1\ �3 LU _j )68 - (D Co C-4,1 RG 2868 8 S & R WALL Iti P. H) 4" INSULATEDJ �-20 MIN FIRE RATED DR 00 - LINE OF FLOOR TP WALL- W/ WEATHER STRIP ABV 22"x36" P.) 2X4 U.0 W/ PROTECTIVE ATTIC I HTT4 AT BOLLARD L ACCESS BTM & &S20 4" INSULATED AT TOP BRG. WALL--,,\ TWO CAR GARAGE �U8 42" H. 7 19'-311 X 20'-011 ^CC SLOPED �06 LOW -02-- ___: WAL7_1 5 PT. ILE D FOYER '3) S3 C1 �2, LINE OF GARAGE IN UP I -OPEN-POSTFON -- - - - - - - - - - - - - t VA Ir- TIE BM SH 1/2 3j V-) AT 10'-0"' 00 413 HD AT 7'- Mao CD Co c 1/2" TEMP.GLAPS ? 5'.4' 3'-8" 16070 -*'ENTRY C A if \7 KI f-%Tl 2'-3" 161.01t 21-311 81-611 201-611 91-611 301.01f FIRST FLOOR PLAW ELEVATION A 1/411 = 1 1-011 HB 7 5/8" "� Ln 04 z 17 LO F_ C14 r 04 U') 7 5/8" 9 IV IT zo 04 AN kill 0 00 U') A3 N S 2 0 E 3 A T E '2 N E OTE: SEE SHEET S-1 1, S-1 2 01 '2382'FOR LINTEL C LLOUI ALLOUTS & DETAILS 0 'o Bo uj TIE BM T 10. A _011 Bo -1 00 W, l.- P: < NOTE: PROVIDE I INSULATIC WALLS AC FO ATTIC NOTE: PROVIDE R INSULATIO EXTERIOR INCLUDING RIM JOIST I FLOOR AS,' NOTE: 1. SEE SHEET S-1 1, S/I 2'2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE SECOND FLOOR PLAW ELEVATION A 1/411 = 11-011 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45* UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. r] = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 1:1 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT, TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONG WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 / R-1 3 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-1 1 / R-1 3 KRAFT FACED (GARAGE / LIVING) ........... Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 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 1 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DRI 30.0 -33.9 30.0 -33.9 C14 C14 "";z LO C) A 00 LL 46 W 0 W z V) LO E 0 0 U CV) CQ CM0 E o 0 0 < :E U < 6 U U-1 a A 00 E c" 00 CL 4) LU Lu 0 Lu W _j 0 1-- ZW W (D UJ Lu � 2 :� Z 0 - < 0 it =) - _j Cn 0 3! W U) LL 0 LL _j 0 < 0 < l__ 0 :<)08�zw'.�QZ2 0 U) 0-OR02,200N to , X D Q (L � Fn ti LU X 0 cy) 0 z U- 0 FW- 0 _j (L 0 Z'� W Q a. - � < 2 5 � < LU F- 0 < 0 LL 0 LL C:) 0 z (N W 0 F_ (D) > (0 0 ce) 0 (y) I,,- U-) _j U) LL_ (n 1Z z < W < Lo F_ W a. C-6 W CL 2 T- 00 < >- < Z z W W _j 0 0 (0 C14 04 0 C14 P� N N a C3 0 N N 0 0 C� C� C� C� C� NI NI co 0 00 0 'r- C� 9 9 C14 CO " (D , 0 0 0 CD 0 0 NU-) oc� 041 '60, C6, LO C06 I CY CO C/) Z z !2 C:) W 0 LLJ (1) (LL)j r 5; 0) 0 0 0 W LU X: Lf Z 13- - W �- P X 'V- < �_ < F- X W =) < CO 0 1.- 3: �- r*4 0 W Z�_j W>-Xm 00 < 1 0 MzW Z Z Lt 00 LU 0:5 <2 1z__ CL W o2 >_ U) < z z z < 0 z 0 L) � 0 013- A2 z z W < _j W C-1.4 ,r- LAST PLOT DATE > Dec. 14, 22 z4-011 0 1ST&2NDFLOOR .j I- PLAN A STAIR SECTION 1 /2" = 1'-011 SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _= W/ FBCR R311.7.2 0) RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL P. 10" (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-0„ STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOV/ 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) ST MDSTAM36 STRAP EACH 1 STRA EACH SIDE ) CENT �R�D W/ (13) 10d NAIL$ 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. wl F- 0 z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2, MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 �I c� 0 4 Lo 00 cc) C, W O f .✓ W 0 z Q N per_ E > 0 o L 'C ,O W u N n -0 a �• E .O p u... 8 $ •N Z w i7� i E � .m d0. 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FRAMED"' @ STAIR LANDING 1, 9 60 in e—STRONGBACK A N 2 6 LL tz STRONGBACK-----� X BRG 14'-9 5/8" WALL _71IF k,— BRG WALL LL tz N --------- I— L__- 11 X W- ON — — — — — — — — — am IL BRG WALL L j N 7 7 1111 N ------ N 14'-9 5/8" r- ---------- I Ir----------- V-8 4 BRG WALL I I I I N LL 4 N I 171M I in B9 B8 ATTIC ACCESS I B7 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B6 B5 B4 B3 FTF4G BRG WALL I r --- :::ZZZ3 BRG WALL T-9 5/8"— 9 C14 OOOOOOOOOC B2 LU 2-PLY 2X DETAIL LEDGER 11, SHEET M I SEE' A5 BGE ff _j 201-6" 81-011 91-611 SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1/411 = 1 1-011 CJ1A CJ3A CJ5A CJ5A CJ3A CAA 301.0-1 < L) 0 0 v- EJ7A U-1065# A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 A3 BOTTOM CHORD CAN BE REMOVED INFIELD IF NEEDED < V ACCESS 1 AlA A AHU Al Al JA 7' Al A3 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 A5 U- 1058 # U-1008# EJ7A f-. M 4 A7G C3 K C14 Joe <1 V-0" 121-011 V-2 1/2" 7 7/8'!-- 19'- 10 3/8" CGE 10'-1 5/8" SECOND FLOOR - ROOF FRAMING PLAW ELEVATION A 1/411 = 1 1-011 SHINGLE ROOF HEEL= 1'-0 1/8" PLUMB CUT , TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBIFLOOR WALL HT. BASED ON 8'-8" A.F.F. A "i!, CJ1A CJ3A Q C14 -1 rl- CJ5A 9 Go C14 HANGER CHART— J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" 12 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 APPROVED BY DES GN 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/ MTS 1 6'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 H.10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATI N H OTHER CONNECTIONS. RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. 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-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20'BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING 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 FBC 2020 TPI 2014 I russ ember design w- conneCLor pIaLes NOTE: are designed for ASCE 7-16 and maximum forces from ALL VALLEY KITS MARKED "VK" OR "MVK" ARE both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS These trusses have been reviewed to carry an 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. 9 SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF B F I CDL = 5 PS I TOTAL 55 PSF NOTE: r'%n KinT f"T nD Al TC:0 TDIHICCCC %AIITWnHT rnKjQ�KlT nC TW14Z OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES MAR 0 4 2023 Virtual Review Assist, ln�/ - Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Kjahr PX2300 Labeled End Mark ATTENTION! C- ITI - - DON'T LIFT SINGLE TRUSSES VATH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60' n 30' Span or less 60 degrees Spreader �13p: or less 1 112 13lo112 Tag line Span a Tag line sp;n Ppr.. REFER TO BCSI -131 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. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 51-511 181-111-14 2SOM 10, -0, 1 LOAD# DESCRIPTION ]NIT. DATEA crea rom R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 REV. RE'S JRH 8/30/18 RB01 REMOVE SCAB FROM B2 JRH 9/5/18 RC01 UP LOAD DUE TO DIFF Q LC9 HMT 1/1012020 RD01 UPDATED FOR LCA SHM 1/18/2021 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE:(800) 959-8806 FAX1 (663) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK ESIGNER PAG E A. S. DATE 2/16/2017 LAN# SCALE N333531R 1 1/4 11=11 04 1Z 00 01 < uj 0 z (D E > 0 0 10 U cNi CY) - M co 9 - V) a 01 Cl) I 08 g alinni 0 LL < < V) aic U Cj,0 _: T * U LU 7C) Law a r-, 0 2D LLJ LLJ ui 0 LU LU LU 8 � � �,,- 20 W z < < L) =) ><�ZW,6 Z2 acn, 5- 0 0 C-0 3 0 0 W - 0) � q UJI 0 0: 0 z 0 z LU 0 0 z LIL Lu V5 z 2 < F3 0 LL 0 F_ 0 0 N z W 0 U) 5 > U) q o 0 Lo a. 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Z Z Z LL 00 LU ("164 0:5 � 121 0 < 0 0- >- LU Lo z W z z z :r < 0 F_ L) :5 0 0 13- - z A4 z z W WN LAST PLOT DATE > Dec. 14, 22 z 0 2ND FLOOR ROOF .J FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT A17ACHMENT DETAIL SOFFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7 SOFFIT DETAIL 1 N \-211 2" ..�FALSE FOAM LOUVER DETAIL TYP '--I A 1 " = i,-n,, Er, ED M. 61�C O�L �U�M N D E TA I L PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H 1 OA-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. 15 ROOF SHEATHING (S)A23 MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 10 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 04 0 11 � 8" 11 � 1 '4' 11 � 1 '4' 17LEDGER DETAIL , IlAll = 1 -nil 1,-0,1 1� it -oil 5 �-1 11-01, 4" STUCCO BAND 6" STUCCO BAND — WEEP SCREED- 9 w 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- 8 A5 7/8" STUCCO OVER t FRAME 4" SCORED STUCCO BAND ---- C? 12 5 F— CASING BEAD 5 WITH WEE ' P HOLES OVER FLASHING ININININININ101 FRONT ELEVATION A 1/411 = 1 1-011 '--GRADE LINE �E TION A 3 11 If = 1 1-011 1/8 T. 0. M. MID WALL WEEP SCREED 5/8" STUCCO ,---OVER MASONRY ELEV AT 0 _0. 18T FLOOR FF H. — — — — — — — — — — — - - - - -- 160-811 18'-8" T 161-81" I? �-7/8" STUCCO z F- OVER FRAME CONTROL JOINT CONTROL JOINT 5/8" STUCCO OVER MID WALL MASONRY% WEEPSCREED 41d- - — - — - — - — - — ----- '\—GRADE LINE 0� F�V A �Tl 0 11-011 12 51 A/C U NIT AND PAD 12 t 12'-0" 13-4- 12'-0 �-7/8" STUCCO 04 C? OVER FRAME% z CONTROL JOINT ELEV AT 18'-0" T.O.P. 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 2'-0" ,--A/C UNIT AND PAD ELEV AT V-01" 1ST FLOOR FF SHINGLE ROOF ELEV AT 18'-0" T. 0. P. CASING BEAD WITH WEEP HOLES MEN OVER FLASHING NO FA ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M.—'(F ELEV AT Ol-0" 6 1 FLOOR FF d ELEV AT 18'-0" T.O.P. ELEV AT 10'.0" P2ND FLOOR FF iq� ELEV AT 8'.8" T.O.M. %/8" STUCCO OVER MID WALL MASONRY WEEP SCREED ELEV AT 0-4- '\—GRADE LINE 1ST FLOOR FF LEFT ELEVATION A If 1 1-011 1/8 CIJ Of 9 1 I-C 1 LAN -1 1/8 1 -011 MAR 0 4 2023 Virtual Review Assist, Inc. plans Revie%�i completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FRONT ELEVATION A 1/411 = 1 1-011 '--GRADE LINE �E TION A 3 11 If = 1 1-011 1/8 T. 0. M. MID WALL WEEP SCREED 5/8" STUCCO ,---OVER MASONRY ELEV AT 0 _0. 18T FLOOR FF H. — — — — — — — — — — — - - - - -- 160-811 18'-8" T 161-81" I? �-7/8" STUCCO z F- OVER FRAME CONTROL JOINT CONTROL JOINT 5/8" STUCCO OVER MID WALL MASONRY% WEEPSCREED 41d- - — - — - — - — - — ----- '\—GRADE LINE 0� F�V A �Tl 0 11-011 12 51 A/C U NIT AND PAD 12 t 12'-0" 13-4- 12'-0 �-7/8" STUCCO 04 C? OVER FRAME% z CONTROL JOINT ELEV AT 18'-0" T.O.P. 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 2'-0" ,--A/C UNIT AND PAD ELEV AT V-01" 1ST FLOOR FF SHINGLE ROOF ELEV AT 18'-0" T. 0. P. CASING BEAD WITH WEEP HOLES MEN OVER FLASHING NO FA ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M.—'(F ELEV AT Ol-0" 6 1 FLOOR FF d ELEV AT 18'-0" T.O.P. ELEV AT 10'.0" P2ND FLOOR FF iq� ELEV AT 8'.8" T.O.M. %/8" STUCCO OVER MID WALL MASONRY WEEP SCREED ELEV AT 0-4- '\—GRADE LINE 1ST FLOOR FF LEFT ELEVATION A If 1 1-011 1/8 CIJ Of 9 1 I-C 1 LAN -1 1/8 1 -011 MAR 0 4 2023 Virtual Review Assist, Inc. plans Revie%�i completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 9 8--1 2'-0" 9 SLOPE 6" 5:12 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. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS'NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF 0.4 OR LESS AND A'SHGC'OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)_ ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9112) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 6TH EDITION (2017) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) -144 (TO CONVERT TO SQ. INCHES) NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT = 1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SO IN VENTILATION PROVIDED AT SOFFIT = 399 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 A SURE OF THVE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. � ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) VRIDGE 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 fN-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 04 04 LO 1100 0 < Lu X�l 0 Lu Lf) W Q) LO & E > Q v 0 08! u 4-- M �� CY) CR :) g 0 01 E C: U Lu 00 E" CO CL -6 uj uj uj Ld 0 uj uj Lu 0�- Z' 0.: z 0 rj� (D < < 50 WO 3: 00: 9) u- 0 Z u. Z 2 -j x9oz owoomzz W — — M u- —j 00 1'— = 0 00 0 z a. IL w -j 0 CL � 'zo � aw 20 _3 g < 0 Lu Lu Z 0 < 0 it -aj LU Q 0. ILL < w 0 z 0 D < < LL 0 LL 0 0 z C14 III 0 F- U) > (0 0 1.-: 00 0 f IN Cv) f,*- W.0 —j U? LL q- z < w < LO W a- cyi 00 < < 0 Z z w w 0 0 (0 C14 N 0 04 11L C14 C:) 0 06 00 6 C� ob 9 6 ob 9 A N 6 M C) 0 NLo E2 > a C� C) cli 0 C) LO C) co C:) r- LO 4;t I Cr 00 w Z z 52) 4-1 C) w a LLJ C/) Lu 5; 0 Ill-j 0 () F- =) 0 < 0 0 X LU a. 1: ip Lu Z 0 < M -9 r-4 —zg—j 0 Lu 00 cj� 5. >- w 2 < Lu 0 ry) 2 Z W 17 Z LL 00 0 LLI r-4 0 < I— .5 2 z a- Lu W z !E < Z 0 NO . 0 z 0 0 0 z A5 z z w -i uj N T— LAST PLOT DATE > Dec. 14, 22 zIii-a 0 EXTERIOR ELEVATIONS A & ROOF PLAN "I ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1/411 = 1 1-011 SECOND FLOOR ELECTRICAL PLAN A 1/411 = 1 1-011 ELECTRICAL NOTES: 1 . GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST TFROM 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. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 #12 copper to 20 amp ckts 200 AMP 10 #10-2 copper to WH h., p, #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Dis nnect POWER CO, FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR U 4 Bare attached to footer steel FGROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM '\�i NTS MAR 0 4 2023 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 SWITCH— Q L 4 1/2"_ V� DOORJAMB DUPLEX OUTLET TRIM—� BASE ---- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL---,,, SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR @= 110V DUPLEX OUTLET AT 12" 1 11 OV DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 4D= 11 OV DUPLEX OUTLET AT 43" ABOVE COUNTERS 11 OV DUPLEX OUTLET AT 45" SHALL BE SPLIT 11 OV DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 11 OV QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" & 220V OUTLET AT 30" 11 OV DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" &9 3 WAY SWITCH AT 36" -64-1 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 03 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0j 1 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 60 50W MR1 6 4" LOW VOLTAGE OWNER 80 5OW PAR20 NFL 4" MINI ROUND RECESS 010 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR OS SMOKE DETECTOR cU-1 82 UNDER CABINET 18" cS-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"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT 9F 24:;? 24" VANITY LIGHTING FF;; 36 -9-"R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER GM CHIMES (DELETE W/ INTERCOM) MEMF MASTER STATION lffi_�] ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR EU A/C REGISTER To THERMOSTAT On SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 04 C14 CD 71 77%, Ul) . It- 0 z V) E 0 U C) M �4 . 4, en 00 D Cl) 0 U 8 8 0 Lt -. a-) u Ln C3 '_: 7��. it U LU C)-'V , CN C 70 00 E c—" '02 000 a CL LU Llj W (D W 0 W W _j W of -, W z0'r z 0 < 2 < < �eoo =) — _j co 0 3! x 0 u- 0 U. -, N <=Mzw"0220c'�-;_�r- < < 0 0 acnx 0 z oyoomaz r U) Lu a. W LU . w<0 LL Z=)H 5 U) 0 z LL jo _J��Oz�@ZWZZOLUUCO. W (0 < 0 W 9�_P (L < ox 0 D 5 z LL < 0 F<- < 0 0 z N LU 0 F_ U) > 0 (0 0 1—: CV) 0 Ce) ',_ _j LO W LL z U, < LIQ W a. (y) 00 < Z 0 F_ z W W Q mi 0 (0 C14 C14 04 co N 0 N C) N N N 01 N N 0 N 0 N C) N 0 N 0 N co & C� Ob 9 A Ob 9 A -1 N 6 M C) 1 0 C:1 0 " 6 o N Lo > I I C-� C:1 I M C) I -I- I 0 LO 0 1 (01 0 r-- CO Z Z z 9 Lu LU U) LU 4_0 0 0 CL 0 W LLI < z W =),r M 0 < 3: 1.- z 117114 (.9 0 LU 00 >- < Uj 0 r1e) CL 2 z x Z Z U_ 00 LU 11711-4 0<<�_ 0 _3 2 Z IL >- LU (1) o < z W z < Z 0 z 0 6 CL 1< z A6 z z, Uj Uj �1 0 N > T— LAST PLOT DATE Dec. 14, 22 Z '0 1 ST & 2ND FLOOR ELECTRICAL PLAN A 0? BO 1" FILLER z C� 9 2'-6 .. .......... 31-011 21-611 21-611 X-3" 1" FILLER KITCHEN 11 1 = 1 -011 1/2 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE 21-9-1 7-6" 1/2" FILLER __'�OWNERS BATH of 1 1/2 1 -011 4"BACKSPLASH 71 31-011 2" FILLER IT to ZD -1 = x Cf) C'4 00 -1 I BO 00 C 04 9 -1 c4r) ZZ-) FOOTING SIZES AND RE -BAR 1 1/2" FILLER SHWR HD VALVE PRE-FAB SHOWER PER BUILDER 4'-11 '111r. L-11W 1 1/2" LNU FIANLL KITCH N ISLAND 2 'If 1-011 �1/ 2 1 H OWNE BAT V 6 11 1/2 1 -011 UNIT'2386 - A & K'- BUILDING SECTION 3/1611 = 1 1-011 12 30" HIGH MIRROR 4" BACKSPLASH LL-1 2'-6" 2--611 1 1/2" FILLER 1" FILLER �A J/ _on PRE-ENGINEERED WD. TRUSSES AT 2-6" O.C. (SEE TRUSS DRAWINGS) ELEV AT 18-4- T. 0. P. T 9 in ELEV AT 10'-0" 2ND FLOOR FF-r ELEV AT 8'-8" OIL T.O.M. 9 BO 2X6 KN WALL 1 34 1/2" KITCH N 3 'If 1 1-011 �1/ 2 2'-9 1/2" 3'-41/211 A 42 2T V_0H FOOTING SIZES AND RE -BAR WIRE SHELF "HANSEN" BOX 220 VOL DIEULI 1 k - - b! 14 1/2" X 16" DRYER VENT RECESS L 1 �/2 ELEV AT 18'-0" OIL T. 0. P. E E AT Lo 2ND F OR FF* ELEV AT 8'-8" T.O.M. UNIT'2386 - A & K'- FRONT SECTION 1-011 3/16 1 ELEVATO'.0" OIL 1STFLOORFF \,r MAR 0 4 2023 VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FEIC 7th Edition by Debra Anne Klahr PX2300 C14 04 CD C*1 C 00 LU 0 z Q) ul E > OP 0 0 a cl 0 CY) FS 5, cy) 4— C) CM, V) -0 -n 24" C, C: E -E :) 0 c Q u V) U LU E rz, 000 6) III a Lj wo�- L11 LLJ (n _j wff-zoo: z W 10 <11 2 <' < Y 0 0 0 < 0 < F- ix =) (D 0 3: =<00x�zx,,0 0 C/) 0 x (0 LL 0 LL on 4 z 2 M a � !" 0 0 z (nLU0:W_z0x00 M 0 � W1 a. z 3 _j < W ZM�2 W < 0,x _5 0 Uj () a (L W z — a. LL < 0 W 0 2 1z, U_ 0 < U. 0 0 N LU 5 > (/) 0 (00 F-: C-e) 0 <tf% 00 %1F.F L0 _j LL -,t It— < W (y) 00 < 0 z 3: LUz LLJ 0 _j C:) (0 N 0 CO (0 CO a N C*4 N C-4 Cq N ' C,4 & C� o& 9 L6 ob 9 A C14 , 6 M C0 C) 8 C_ D Cn CD 6 6 , CD C6 C) 0 75 IN U-) L_ (D 0 0 C-� 0 0 4 0 . LO 0 . CD 0 . LO 'It C6 r, I Cr CO Z z 2 q=I L LU UJ (0 0 1— < 0 0- 0 W LU 2 (L 1: LO -0 z W 'r M < LU D < M 0 z 2: �— 2: z C%14 0 0 t= LU Z 00 5. < U3 0 2 Z W Z Z LL CO LLJ C".4 0 < < �- _j 2 z IL L11 CD >- W < z Ln z z < 0 z 0 0 0 z A7 z z N LAST PLOT DATE >9r— Dec. 14, 22 Z 0 INTERIOR J ELEVATIONS A & K NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-A, OR CA-13 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 11 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(61 OMM) 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 (0.83GM2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 $OIL, 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2,1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3,4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ks! 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-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185/AI85M-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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 W1 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 11 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. 4.15. 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 SPIF #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 I OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP I 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. EASTENERS 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'XBOLTS 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 1557-02EO1 TERMITE PROTECTION - -CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s ,Trinkler systems includini all risers and spray hea s shall not be installed wi hin V-0" of the building side wall. 4. FBT-R R318.7- To p�vide for inspection for termite infestation, between we, covering and fina 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 subseguent 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 - Cincrete overpol and mortar along the foundation perimeter ? 11 must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An ext9rior vertii.al chemical barrier must be installed after construction is complete, including ndsca in and irrigation. Any soil disturbed p t g after the vertical barrier is applied, shall be re reated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of corrigliance must be issued to the buildindepartment by a licensed pest control company efore a certificate of occupancy will eissued. 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 buildin c.ji This includes all grade stakes, tub trap boxes, forms, shoring or other ulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) 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 PROF ESSIONALS'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. K[nTr-- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance witb the 2020 FBC 7th Edition by Debra Anne Kjahr PX2300 C14 V U) CD 0 00 LO U. < C) Z LU 0 LU Z LO E > 0 Q 0 *= 0 q U 5, 0 M �! CY) Oq 4__ 0 E C j 0 0 U U1 U Uj cO E .5 0 LU (D LLJ L) W W W _j Lu 2 0 0 W8�< �2� �Iyzow Z R :5 9 _j , 5 X LL 0 U_ 0 <(:Yx-j P:Orn 0 _j I= < < D 0 Z LL LL 0C1)W9QZ0W00MZZ W Lu Z 2 0 < W 0 '0 0 0 (/)0 Z U) 0- U) LLI W 1j, > OW<Fnzwz X ,c 0 W a. C4) Q LL 0 W F- 0 :) 2 W 25 3 � oy� < LL 0 i.- LL 0 0 04 Z LU LD I-_ U-) :D P, > U) 0 CD 0 CY) U) U) LL Z Uj <� Lo F- oif a- CY5 Of m � 'T-- 00 < >- < Z 0 F- WZ LLJ (0 04 C14 CN C:) 1 001 1 1 1 CNN N N N N N N N N N N N 00 d) �4 Cb 9 6 Ob 9 A 11L N 6 M 0 Lo C%4 Cf) V L0 (D I- LO qI:t 1 07 00 U) Z z 2 a LU (n LLJ 0 L) 0 Z XWM a. T< W F- X W 0 co Z �- = Z LD 0 1= W Z 3: _j 00 �- re M < M 0 MZX Z Z LL Co LLj r4q 0:5 < 1" 2Z 6- UJ >_ U) o Z 0 Z Z < 0 ry Z 0 1 0 0 co Z SNO Z Z LU _j WN C14 8 LAST PLOT DATE >T- Dec. 14, 22 4-a Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl -1 �2" LONG (3/411-1" CROWN) STAPLES ((i 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-112" LONG (3,4%11" CROWN) STAPLES �a; 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL 4 X i� 10 I' MAX I I REV. 09.24.21 SCALE: 34" V-0" *DETAIL E.XCEEDS THE REQUIREMENTS FOR F6CR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPAJJAX** 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 C1 063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H 51-011 STUB -OUT FOR GAS METER 0 IN H C G 000 9 V-07 L 0 En 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. 71-511 (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2' - X 8" @ 16" O.C. 131 .9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19-4- (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-111 (2) 16d TOENAILS 2" X 6" @ 24" O.C. - 81-61 (2) 16d TOEN AILS 2" X 8" @ 24" O.C. 111.01. (2) 16d TOENAILS 2 X 10" @ 24" O.C. 131-0-1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . . . . . . . . . . . . . . 4- + + -14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . + + + 44 . . . . . . . . . . . . . . . . . . . . . . . . 4- + + + + 4 + + + (TYP.) 4'-0" 44" v . . . + + + 4 + + . . . . + + + 4 k*1 <--� + + + + + + + +' + + -0�"Typ-, <�4:k uJ + + +++--+++ 15/32" CDX J + + 4 W + 4 . . . . + + PLYWOOD OR + + + I I I + 7/16"OSB + + 1+'+ + + + + + + . . . . . + + + +!+ + + + + + + + + + +/ + +: + + + + + + . . . . . . . . . . . . . . . . . + + + + + + + + + + + . . . 4, + + + /+ + + + + -RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0. 113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH FOR 8d I RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN, Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM ...... ... ....... ......... ......... ...... .......... . ...... ........ ........... C/) 6W CONT. #5 § STD. 900 CONT. #5 BAR HOOK BAR V ........... #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM ��r"ND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN FLOOR SEE PLAN FOR REQ'D ,,�PLYWOOD SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TA PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small gap 2" m n. 2" " max. 4 max. 7d Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood/OSB web stiffener 2" min 4) Place joists together and nail from each side with 2 rows of 1 Od nails - 4.1 max. required when indicated or 16 6-16 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible, Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8"GAP @TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer 1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 require additional wall or beam below.- w consideration. Check local building --L1/16" code for appropriate details in 1--One 10d box areas=20 of high N of--21 sinker lateral load. nail each side at bearing. Boise Joist Blocking for each lapped joist. Squash block 10d nails (2x4 minimum) SECTION @ INT. BRIG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam 0 10i ,Lam LVL or MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Jse 10dx3" nails at Vo.c. or all joist blocking panel *Non -stacking walls require additional consideration. 7=5. A ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1,Y2' 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 7= Round Hole Diameter On) 2 3 4 5 6 7 8 8.875 10 11 12 13 WiFia—n—Qular Hole Side (thy� 2 3 , 5 6 8 71��Ilfq 10 Any 16" joist S pan (ft) 8 V-0- V-1" V-2" V-2" V-3" l'-3" 11'-7" 1'-11 " 2'-4" X-91" X-2" 3'-7" 12 V-0" V-11" V-2" V-2" V-3" l'-9" 24" 2'-11 " 3%7" 4'-2" 4'-9" —5'-4- 16 1 *-0" V-1 " 11'-2" 1 *-2"- V-7" 2'-5" 3'-2" 1 W-10" 1 4'-9" 5'-7" 64" 7�-2" 20 V-0" V-1- 1 V-2" V-2" 2'-0" X-0" 1 4'-0" 14'-10"15'-11-'16'-11-17'-11"181-11" 24 2'-5" 3'-7" 14!-9- 15!-10" 1 T-2 8-4" 1 9'-A" 1 10, 91, NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1)/2' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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 Bearing Series FDepth ocation End I Intermediate' BCI 5000se 9-1/211 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d E3CI 6000se BCI 6500s�� 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d I 6-8d BC160 s8 11 -7/8" 2-8d 3-8d —2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d " d 6-16d SIMPSC w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR :- AND QUANTITY )FFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide I -Joist can be offset IF-1 3/4" minimum bearing for each. " up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12"wic,, min.) Nail with 10- 1 Od nails. _,,,Install tight to top flange. Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V1/4"-2" gap— Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements . 7 . .6 X Joist D depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ .A .. . ........ I ., ::� SEE PLAN FOR 4A. A FOUNDATION INFO .4 4 STEM FOUNDATION GRADE REINF SEE PLAN /-Vt, UM/A= 14 rVt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A o (WHEN SIMPSON H10A w/ (18) 1 Od x 1 1/2"' REQUIRED) NAILS UPLIFT = 1015# T`YPICAL SIMPSON H10A 110A X1 1 /2' 015# INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E PENETRATION� 12" BELOW E GRAD .4 �r . . . . I I ITTT PLUMBING LINE PVC OR SCH40 SLEEVE 4 TIF— L SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENTERED @ PIPE PLUMBING LINE PENETRATION 4. 0 'I'd 'A — =li-= — — — — — — — — — 1-1 — — — — — — — — — — — — — — — — — — — — V. \4 A SEE FND. %N�. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 — — — — — — — —7 4 .4-0 4 = — — .4 . / A 411 �:� Y111 /* SEE FND. PLN, SIZE & REINF. MAR 0 4 2023 Virtual Review Assist, Inc. td ;,nd anor Plans Review completed and appr for compliance with the 2020 FBC 7th Edition by Debra Anne Kjahr PX2300 C14 0 0 co LO < z LU 0 ell LU 0 a) u E 0 g 0 (1) 1. 0 U 00 (3 g 4— C, V) U -0 -a— 1 2 C: 0 E -E D 08 0 U EC C3 U LU C)L'o, c: L. OC) E �2 .0) co C CL LU LU LLI ul (6 W 0 uJ L- UJ _J uJ 0 0,:< � M � � z 0 0 W (-9 < l— =) 9 -1 0 u- 0 < X -., 0 00 z U- 0 z 2 _J s, 0" � 0 0 X 0 0 Co -J LL -J < z 0 0 0 Z (1) UJ (L LLJ — z Lu — X WWW1.-Wu-X<0X -,�6.8z�93ZEZOW000- J 1- < W (0 (L U < 0 W uJ 2i 0 < LL 0 04 z W 9 U) 5; (1) a (0 0 z0 1..: CIO a CIO r*-_ < rJ) U-) LL. 11, U) z W LO C6 oo 0 z F— z W —i C) C:) CD N C14 0 C14 I col I I I I CO CO — CD N 0 N 0 N — CN C14 0 0 04 0 C-4 CD C14 CD C� 0 C� C) C� 00 6 6 9 L6 ob 9 Cl) C) 4 0 0 0 r-- 6 T-- CD (6 0 0 I N U W C) 0 C-� 0 C'i 0 4 0 Ui 0 (6 CD r�-- U") V 00 U) Z Z — z L) CD Lu QW(O LU 5; 0 0 —0 0 Of LIJ 0- M U") —0 Z W F- T� < I.— r Of I.— X UJ D < In 0 Z M: z 0 t= UJ z 3: -J 00 cl� < 53 0 Z Z Z LL Co w r*4 0 < M z < Oa- >- ul (n z (n z z Z 0 L)i :� 00 0 12- 0 00 of z SN1 z z L-9 W 04 N LAST PLOT DATE > Dec. 14, 22 Z '0 STRUCTURAL J DETAILS TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD z/_TRUSS @ 24- O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) METAL PL. UNDER EA. TRUSS VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8"' GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ To O.C. BLOCK W/ 1 #5 CONT. CEILING & Boo O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1X2 P.T. HORIZONTAL TYPE "So' MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1X2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONIC. SLAB MIN PSI MAY VARY PER C) 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 C%j kr XA 0. 6 MIL VAPOR -1 -11= - ;e (19 BARRIER C14 COMP. SOIL. (COMPACTED TO 95% J. NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D 1557) (2) #5 REBAR CONT. To MIN. CLR. ON 3" CHAIRSTYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" � �3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB 14-1 O.H.D. RECESS IPAVERS-\ � g _j OP --LUT SEE A/S3 OR J/S6 `1471!:�M FOR REINF. INFO. 3" MIN. CLEARANCE V4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1-18" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-,, CHAIRS (TYP.) (2) #5 CONT. ON To 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & gi @ 6" MAX FROM END OF 2 x PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH I . & - t'. , !. . im 4 M__ __=T TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-13" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2xS.P.F.ST S 16"O.C. 2X STUD LOADBEARINGOR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD I ,/1 #5 VERT. IN FILLED CELL SEE CC/S3 OR C14 G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR WALL SEE GG/S3) *SIMPSON SP1 SPACED EVENLY (6) 1/4"x3 1/4" TAPCONS W/ (10) 1 Od NAILS 04 2x P.T. PLATE TYP. ASSUMED F1 NISHED GRADE ilk 2e MONO OR STEMWALL, to FOOTING MONO SHOWN t>. . & - il ;0 FOR CLARITY NOTE: C14 *FOR BEARING WALL W1 UPLIFT ONLY _TT_�_ '' ` 1 1 t-- 1111 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH (min.) 4"----, k- - / 4 L) SCALE: 3/4"=V-0" GRADE 1) #5 REBAR w/ OPT. )CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 1311 O.H.D. RECES M C, S E. Miff . 11 �= al..r -�7 4" UIFI to SEE A/S3 OR J/S6 L_1T7-_jILU�, 11 ITr �IT:�U FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4- (1 STC RY) V-13" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 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/ FIBERMESH 6 x 6 W1.4 x W1.4 WWF OR .9 E C_4 T> to I I k . , .1 - - t> 6 MIL VAPOR BARRIER ' Fff- 3/8" MORTAR BETWEEN SLAB & BLOCK al C%/ no -All 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W1 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6"O.C. @ EDGES, AND @ 12" O.C. @ FIELD "J" BOLT @ 24" 0 C W/ 5/8- x 10 2"'x3/16" PLATE WASHER (7yP.) (ALT: 1/2"xl 2" TITEN H D @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) 211 3 1/2" MIN _ 0 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" (R302.1 1) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH =3 1/2"(min),- FpLLIF (2) #5 CONJ 4" 1'4111 801 ---- 3 U.N.O. MIN. TYPICAL BEARING WALL a STEP 0) SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 wl (12) 10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"02" TITEN HD @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" STEP, SIZE OF FOUNDATION AND IF NOTED, THIS REFERS TO THE REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" MIN. 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 1 U-10" (R302.1 1) PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 /WWF OR FIBERMESH ;0 3 1/2"(min,),; E E: (2) #5 CONT. -5� 4" 4 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP 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. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ K.O. BLOCK SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD 2X FIT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING F_ I BAR WEEP SCREED INSTALLED ------ a I - a:::=. X PER MFR INSTRUCTIONS ""-#3 OR #4 REINFORCING BAR y 40 �ks, #3 & #4 LAP SPLICE [GRADE 60 MIN. GRADE 40 MIN. F FINISH GRADE ;0 Fv= 80ksil 25" MIN. LAP [30" MIN. LAP] ::-_I L �=Qc '99� 7 ;Z99k -A, �9R, R 17/8" #5 LAP SPLICE A r-,, 'M' xX/xx777= MIN. LAP [36" MIN. LAP] 0 W RT 36 COMP. SOIL. (COMPACTED TO 'I= 11�� .. .. T fl�' I t 95% MODIFIED PROCTOR ASTM �j IT� 101, D1557) #6 REINFORCING BAR" #5 STD. 90 HOOK 4" 1 #-4" #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rE rF'�� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. 1_,13� �� 3 SLAB INFORMATION. 1/2" GYP. BD, P.T. 2 x HOLD GYP. BD. e. 1/2" FROM SLAB 01 Off a CONT. BEAD SEALANT ><J _'z < INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4' OL A" I-F CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. GARAGE W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. INSULATION PER CHART STAGGERED, FROM BOTTOM ON FLOOR PLAN PLATE TO CONCRETE CONT C� E (MIN. SHEAR 180# MIN. BEAD SEALANT TENSION 120#) CONCRETE SLAB z 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH !P A-i MLI=' A F- a 7 EL �xir 71M. 11-11 Pf1_A;RI M: co 7::jI r 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" S3 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /-ik TOP OF BEAM 1%/ (2) HTS20 /-2x4 P.T. PLATE ,/--7/16" O.S.B. C C LUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR z 0 > >< Lj Uj LU UJI It N TE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 W/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHC R, BOLTS 6" MAX FROM Uj END OF 2" x PLATE 0 LU to 7� on a. - - - 15 - - - . to LU W 7 SEE ROOF PLAN FOR TRUSS CONNECTION INFO LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ ATTACHED PER NAILING MIN 7/16" O.S.B. SHEATHING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN FILLED SOLID (SEE PLAN FOR W/ MIN. (2) #5 VERTICALS SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITYSPECS SCALE: 314"=V-011 (2) #5 CONT.-_ ON 3" CHAIRS 8" 1'4' (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 W/7" EMBEDMENT( IN.SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 I> J, 9 I A I TFMI =11,01 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT (� G� SCALE: 314"=1'-0" �3 1 1/2" RECESS FOR --� VAKIL,'j x 6 W1.4 x W1.4 WWF OR FIBERMESH S.G.D. (U.N.O.) 4 4 C1) E 47 Cl) -117 SEE A/S3/J/S6 .. .... 8.1 FOR REINF. IN FO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. SCALE: 3/4"=V-0' I, �S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS z TO FOUNDATION PAD E� MAT REINFORCING. Q CONT. FOOTING STEEL-\ 00 4 LLJ A 0 z Uj a LU L) LU LU �'4 z 0 LU 60 44. 0. 00 LL C) 1 lm'__1�01 --1, -1 TV 1z M= M F-0111- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S, 14AR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 C14 04 4 �A, LO 00 Ln , ' ". o, 0 oo k LU xe 0 0 z < V) 4) a) u-) E > 0 FA 0 00 U C) 4. co u) CV) i Lot) U (D E -c 0 U C U 0 U LU Q) E �2 f 0 �21 "a LU LU a Ld C6 LU 0 LU LU _j W zo of z UJI 0 < < D L)00,-,o a T< 12 W, 1 0- 120 2 0 0 .:) P: 0 0 0 z _j C3WLCW0 Owoom z UJI V5 z W of C t � 0=) z ' 0 Z z - 0 L" L) j < < W�Pwz_28 CL U) U_ 0 W gulcg< < 0 D 0 � j U_ 0 1- U. 0 0 N z ILLII U) - =) P, > q (0 0 ce) CL "It ILL 2 U) z Uj LO 00 < Z z 1W W _j (0 04 N 11 0 C) 1 001 1 (0 CO 0 (N 0 N CD 04 N CN 04 C-4 0 04 0 C� 0 C� 0 C� 0 04 1 co 6 C� c6 9 L6 & 00 9 cr) T- . - 04 - CD CO 0 T 0 0 6 6 I .0 N LO E2 0 0 0 0 'i 0 0 0 Lnit C� C,5 Ui (6 r,: Cr 00 U) Z z 2 C) W F- 0 Il000- 0 0 O� W -5 L < Uj 0 M 0 -3. < 1 0 It= ED Z 00 >- re < M 0 n z CE Z Z LL 00 LU (7*4 0 < < W 0 < Q a- >_ U) U) Z 0� Ne z z Z 0 0 0 0 00 z z z LU _j W C14 N C) LAST PLOT DATE > a 0 Dec. 14, 22 1 Z '0 STRUCTURAL .J DETAILS -MONO 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN _>_ C:::: (2) 2x HEADER TO SIT V FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE z -----2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION 'OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIEr- 2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE ELEV. ,�,:(T:y 7P) SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD CRICKET AS REQUIRED--\ SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4' O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W1 (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/ ' C MAX W/ 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. IT AND FILLED SOLID W/GROUT I LL W/ 1 #5 VERT. IN CONIC. FILLED CELL W/ S 90A C TD. HOOK IN K.O. BLOCK - j KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 116"O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS-1;:,�-_ BLOCKING (TYP.) \---ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 4 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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 BOA W/ DRYWALL SCR :WDS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW S4 KNOCK-OUT— )#5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT 7 F_J U—SMER 1111MEM _NWAN ro I 'In NMI HINE MIMI HEN Milli liiim HINE Milli HINE NOTES: (DFILL 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (1) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL--\ z cc LU FORM CREATES CONCRETE RECESS TO 2x4 OM.) 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 MEET$ THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL x6 MOUNTING BASE SCALE: N.T.S. 8x8x16 C.M.U. GARAGE DOOR ....... RACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. :' :. SCALE: N.T.S. 4 A 'BOTTOM OF MOUNTING R, POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1STCOURSE 2NID COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. 1\ �4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET DOOR TRACK--/ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 41 (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1)LSTA30 9- -16' (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR INTERIOR HEADER: 2x6 WALL, USE SP8 \_(1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER EXTERIOR HEADERS: 1 Od 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) 1 Od x 1 1/2" EACH SIDE '-2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED P.T. BOT. PLATE WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ_,� SCALE: N.T.S. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIEZ_"� SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 FIT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) W/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA, STUD MAI N SPAN MOISTURE BARRIER ROOFTRUSS UPLIFT CONNECTOR 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT, (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.0 5/8"00" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP SPLICE 2 ROWS 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 11 UC E .6"4 4,9,, SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ Y4816d 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 SIMPSON SIMPSON SP4 SP2 :::�l _____A�: \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/Sl PLATE AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON spi SIMPSON SIMPSON RECESS LINTEL SP4 SP4 SIMPSON SIMPSON SP4 SP2 i 1-f \-NAILED INTO TRANSOM X FRAMING SIMPSON - Spi SIMPSON SjMpSON� SP4 RECESS LINTEL SP4 I, TRUSS BOTTOM CHORD OR 2x4 OCKING W/ 2-16d TOE NAILS EACH END LB: K < CL 2 U) 2x TOP P LATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" V O.C. MAX. FPROVIDE 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 NOW BEARING WOOD FRAME WALL Kj SCALE: N.T.S. SIMPSON SP4 �_2X TOP PLATE OVERLAPPING I 1 2X8 I P.T. BOTTOM P�TE \-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" DOXIED A.T.R. t & NUT OXI ED A.T. R. & NUT DXIED A.T.R. t & 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"X1 0" J-BO LTS @2'-0" O.C. -MASONRY WALL 0 4 2C C (MIN. (2) PER BOTTOM PLATE) Virtual Review Assist. In I V—L. SIMPSON Plans Review completed and a6)Vd C P ditio SP4 for compliance with the 2020 FBC by Debra Anne Klahr PX2300 -10d NAILS@ 4" A 1 Od NAILS @ 6" O.C. STAGGERED STAGGERED A. 2X8 P.T. BOTTOM PLATE L5/8"00" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 __1 BEYOND. . . . . -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 SHEATHING & 8" O/C FIELD SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE —PLYWOOD SP8 FOR 2x8 WALL) SHEATHING SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY-- SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 0___5/8"X10"J-BOLTS@24'-O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. 04 C14 R-- LO 00 L0 Lx < !1, LU 2 = 0', E2 %01 0 0 'r, LU z < V) a) LO E 16. 50) ou D M 6 >1 4_ V) U -0-0- 2 E -E z 121 0 - 0 U- U Cj -q V) LU U (3) Lo COO E -0 a � -- �,_) W 00 Vi wo�- L"' Lu - wa: zo w -<J, < �<__ W 0 < 2 < 11 IX 0 3: ct 0) U. 0 < 8 0 W D 0 U_ OZ200�_ 0 (n 90z OU-20OC-00z 0 z 0 , _j, g F- 0 0 U) 0 z X w. U) Uj a. ��, (5 Lzu I 0_3 V5 W, W _J�a. Z�40zz 0LU00CL i <Ow� _wz <z :01 _j 0 a. U_ < V5 W 6 0 W 2 �._ gM< 0 Z5 =) 0 2 < U_ 0 LL CD CN z LLJ 0 4 U) =5 > Cn co 0 z F5 F-: C?) 0 U) L0 CL (/) _j LL. 2 U) z < LLI U� co T- oo < < Z 0 z 3: W Uj 0 0 mi 04 04 0 C%j tz. 04 11 0 1 001 1 co V_ 00 n— 0 04 0 c,4 C) c,4 CN C14 o C� 0 C� �O : 1� 0 C� 0 C� 0 C� 0 C1.1 0) C� 00 9 LO 00 9 cy) -r-- 04 I 0 M co CD 0 o C) 6 6 , 0 (6 0 I 0 IN Lo E2 a) >1 C) 0�0 : . 0 . 0 . 0 0 Ln %q- _: I C� 1, Cn 1 4-1 LO 1 01 P.- 3 Cr CO U) 0 z Z LU W U) LU 5; -1-i 0 0 - =) a Q > 0 -0 U") -0 L 0 z W Ld CL UJI < W -T. F— LIJ ca 0 z �- x z 0 1= Lu z 3: _j 00 >- Cr < LU 0 fy) 2 Z X Z Z U_ 00 Uj C%4 0_j 2 Z a- ILL! 0 L) >_ U) < z Z < Z 0 z 0 0 co < z z z LU Uj IN N LAST PLOT DATE >r-- a 0 Dec. 14, 22 Z '0 STRUCTURAL DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ UNSUPPORTED, (2) 16d NAILS-7 IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL7 45* 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 0dX3" @ 3" O/C THROUGH CHORD I \ INTO 2" 6" P.T. PLATE x 2x4 "T" ON TOP OF PANEL BLOCKING \-WEEP FASTENWITH 1063" @4"O/C SPACED SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER META1 2 w/ (7) NOTE: IF EMBEDDED -SIMPSON 1 Odx 1 1/2" NAILS AT EA. STRAP MISSED VERTICAL S ECTION TRUSS VERTICA L WEB (24,, WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE I EFER TO DETAIL J IN SHEET S5 FOR ,-BRACING, AND TOP �HORD BLOCKING 4FORMATION VOOD TRUSSES x4 RAT RUN BRACING T 24" O.C. ON TOP OF OTT. CHORD FOR 4 RUSS SPANS TTACHED W/ 2 - 16d T EA. TRUSS JOINT x4 BLOCKING @ 24" )/C w/ (2) 16d OENAILS @ EA. END IASONRY WALL RCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARI G LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" rD 5 ADDITIONAL INFORMATION. �'S - 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 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 41*± SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL-' 2x4 KICKER 2x8 SYP#2 1" BRACE TO A@4KIKER F_O�O/C @ 8'41 EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS CaD EA. FROM LEDGER TO END I)y I BLOCKING " -- GYPSUM WALL BOARD GABLE TRUSS 2"X4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) ,,-1/2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS _X 2x4 PANEL BLOCKING @ R 2x BLOCKING 48" O.C. FO 2"xl" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 wl (7) 10dxl 1/2" NAILS AT 61-011 INSTALLED PER MANUR ATTACHED w/ (2) 16d TOENAILS L 1 Odx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION r2 SCALE: N.T.S. \,, �5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. x C14 x . F 00 SEE SCHEDULE - [RSH] AND FASTENERS. (MIN. SEE STRUCTURAL— NOTES AND NAILING SCHEDULEFOR - ON FRAMING SHEET FOR SHEATHING FIRST 4 BAYS) x SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS 50 �0 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT ivd� 1) EACH JOINT w/ (3) 40� 10d & (2) 10d TOE t/� 1� NAILS @ EA. END (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS . . . . 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 B.U.C., SAME NUMBER OF ROWS, SAME SPACING) IINIMUM 2x :ROSS BRACING 'DEE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131 AILS EA. SIDE , 2x4 #2 SYP wl 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2) 16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W1 10d NAILS @ 6" O.C. E O.C. FIELD 414tk� 04�1JACK TRUSS EE PLAN FOR 0NNECTION 2x4 "T" ON TOP OF PANEL' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS 4 SECTION K, 9 SCALE: N.T.S. S5 MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT wl (3) NAILS @ EA. END 10d & (2) 10d TOE 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB -GABLE TRUSS LENGTH (SEE TABLE) -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD BLOCKING, FASTEN WITH -2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 1 Od fz — DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC. SECTION SCALE: N.T.S. �5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM11 OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3) 10d x 3" AT !E EACH CONN. @ 24" O/C MOISTURE BARRIER _BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH NON - LOAD EXT. WALL CONN. BEARING LO CATIOq(UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N,O.) 1" BRACE 2411 01011-31-011 31-011- 61.0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU 0 CORNERJACK LU z x 0 _j HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-. 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. :4� 2x4 "T" BLOCKING x 48" O.C. 1" BRACE ATTACHED 16d NAIL TYPICAL W1 10d NAILS @ 4" O.0 GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM -4 BLOCKING @ 48" O/C ,�_GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. \1. �, 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n v- CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. d W d Uj 2 C F - 9 :;T zy ZW W co CD 9 LU 9 x < C, ><T d � CL NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED LTTOM 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 AS PER BCS] 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. MAR 0 4 2023 FOR WIND SPEED SPECIFICATION I Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editimi by Debra Anne Klahr PX2300 j C14 04 0 C44 C14 U') x 0 00 LO < �4 Uj V 0 J L41 (1) L0 E 0 F 0 4 Q) 0 U — 4- 0 E C C') C: 0 2 9 0 LL :E U U LU a cO E 60 0 F0 CL LLJ LU (.9 W Ld (6 W 0 Uj L_ LU .j W 0 W �-:< Ix 2 _j Ix zx z 9 OM < < < 0 0 0 it 5 - -ji co 0 3: x LL 0 LL < 0 CY x x U_ 0 2 0 0q),090zUz-0R 0 -MJ Uj CL 2 0 z 0 =01 =i 0 0 Z ') s - - L L _j z �e a L o 0 W Uj Lu 0 a- LL < 2 W ow 0 W < < LL 0 C) z LIJ 9 D > q W 0 zF-� Cn 0 CIO rl* < LO 2 z < LO C6 00 < Z z W W Q 0 mi CD 04 C14 0 1 001 1 1 1 1 N (D 00 C) Cq C) C4 C) Cq CN CN C� C�; 0 C� 0 04 0 C� 0 C*ql 0 C111 M C� 00 9 Lo ob 9 A , C14 0 CI) 00 i� 4 0 0 0 0 0 0 IN0 Lo a) >1 0 q 041 q CO q 'IT . 01(01 0 0 1 11- LO 1 I 1 I Cr CO (n Z z 0 CD W LLJ C/) LL, 5: 0 CF) < 0 (L -0 OWWM (L 1: z < W �- �_ W LLJ M 0 Z F- 1: Z (D 0 1= ED z 3: _j 00 < cu- 0 CL M Z W Z U_ _< 00 W r*4 0 I- R z o 0 IL >- U, 0) z z z 0 z L) u 0 z z LU -1 W N N LAST PLOT DATE >T-- . . Dec. 14, 22 Z 0 STRUCTURAL DETAILS 12 BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8"O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH > 4:12 AND A17ACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION .(2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. F- SHINGLE ROOF -SHINGLEROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA, WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO ULI 0 Uj 16" O.C. 2X S.P.F. STUDS 0 -r W/ (4) 16d TOENAILS TO TOP PLATE 0 7/8"CEMENTITIOUS FINISH PER ASTMI C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od I F- = W W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD Lj_ INSULATION PER V2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C ... ... 'YR TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ .... FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA; S6 S6 *;jo SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ""' / 7): ETAL SEAT ER PLAN �!ER,7 7/ I ORTF1 OR FELT PAPER FOR MOISTURE BARRIER GYP WB (OR 5/8" 1/2" HIGH STRENGTH OR 5/8 GYP. TYPE " X" @ GARAGE ONLY) W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 NOOK (SEE DETAIL) 1/2" GYP WB \�__18"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: P SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) UJ L) 4"X4" INSPECTION PORT AT ILL - _5 a. EACH FILL CELL TYPICAL 1x WD FURRING @ 24"O.0 Lu V) AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR ce-) 5� MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE '4 4 /FINISH GRADE 000 C:14 dd I 0? 4 ' . . 6x6 W1.4xW1.4 9 K WWF OR FIBERMES \—STD. 90'H (3) # 5 REBAR ON 3" CHAIR OOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" 11-811 TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLC BEAM/G 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) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- e / *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL' SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLIF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 'IT" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d L---Q @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING ---WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" \\—SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS @ 24" O.C. INTO TRUSS -0" OF O/C FOR THE I ST 2' BLOCKIN END WALL W/ (2)1 Odx3" @ EA. G & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION /R PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" 6� SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATI (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 W1 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0 FOR ADDITIONAL INFORMATION. S6 RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=1'-0" NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 81-611. (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 .. 27" — :KA M . t� 0 � . - —M M LL17M_.I 1 I.F7. rl= (3) #5 CONT. ON 3" V_UM_. 8 if. 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"'0" S6 ADDITIONAL SLAB INFORMATION. Cn _j 0 (n B 15/32" OSS EXPOSURE1 SHEATHING _x -X PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - FLOOR SYST M r (2)- 2x TOP PLATE /_ BEYOND = —15/32" OSB EXPOSURE1 SHEATHING Lu M SOLID 2x U) C BLOCKING @ ALL SHEATHING C) Lo EDGES (SEE OPENING SECTION X-X) Lu o- 0 C L" Lu _2xSTUDS LU BEYOND. 1: SEE PLAN 0 0 co Lj 4 P.T. BASE '--2x 2x RIBI ONOR VERTICAL \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %A1A1 I r-1 f-%/A'rl^Kl r%IA^MARA 3/8" "S" = NAIL SPACING 3/4" 1/2" S S 1/2" 4S 47ik- 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FUTCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ T' O.C. STAGGERED FOR SHEATHING 1Lf)cK[NG SECTION X-X 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 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT uj -'j PENETRATE SURFACE MORE THAN Ys". < u) Z NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL U- NAIL OPENING PERIMETER w/ (2) ROWS @ 4" D.C. wl 8d COMMC 0 @ NAIL INTERIOR AT 6" D.C. W/ 8d COMMON NAIL. M STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. wl 8d COMMON NAIL 0 uj Lu 0 fr PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF :� > w/ 8d COMMON NAILS @ 4 D.C. (2) ROWS @ TOP & BOTT, u) V) � z U) � (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N Lu 0 MEMBER IF GABLE END U. 7 LL U) NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 f 0 41 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 2x CRIPPLES @ 2"X10" OR GREATER HEADER 16" O.C. W1 (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION \_ (2) 2x HEADER SEE PLAN INTERIOR HEADER: 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 81, O/C TYP. ONLY 12d TOENAILS DOUBLE 2� 9 EXTERIOR HEADERS, 'TU CRIPPLE S 1) (1) 2x SILL PLATE W/ (2) TYPICAL (U.N., 12d TOENAILS o OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE ,,�2x STUDS TYP. BOT.PLATE PF "T' Z ?0 VA �y K_ LO OR TRUSS / RPAM SEE PLAN FOR REQUIRED -- CONNECTIONS SECOND FLOOR LOAD BEAR[ NG/EXTERI�OR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 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 W1.4xW1A WWF OR FIBERMESH _21 1 E . . . 4 j . ; T I 4� co 'd 4. 4 I m (3)#5 REBAR ON 3" CHAIR--/ 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1)LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 91-16, (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE ;0 @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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CD 0 0 — (0 N Lo 4) > 0 0 0 CD 0 0 CD u") C') LO (D f�- I Cr CO V) Z Z z 0 = W 0 Lu C/) W 1: 5; 0 0 -) — :) < -- (L 0 X uj LO -0 0 a- T LIJ M co 0 z (D b t z 3: —1 00 < Lu 0 2 Z x Z Z U_ CO LU 0<<�- _3 M Z , > c 0 a- >- U) z W Q00 - - z z z y < 0 F_ . _�e 0 :5 0 0 z z LH uj C14 N LAST PLOT,DATE > Dec. 14, 22 Z 0 STRUCTURAL _J DETAILS —MONO INSTALL WDW. SCREW ANCHO" INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (RE F ER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 I//- LJMTVV/ALL TO PRODUCT P T, F TO PRODUCT ;ff TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 114"2X8 X 4 3-1/4" LONG X 3/16"0 _1 x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @16 11 TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1" DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN, 2" EDGE DIST. A17ACH 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL 1x8 wl (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. N 1x4 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W1 MIN, TO PRODUCT F_ TO PRODUCT �42" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w (2) ROWS 3/16". k1/2"D1 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" i I O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END wl MIN. 2" EDGE DIST. IST FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl T o,., ",:, 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR I SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS 6C BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. 1/4" MAX I Z-O" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- i SECTION A -A 81' 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END —PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B 1(` /4" MAX EMBEDMENT��INTO K.) 2-40" 81t BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT"� VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ) ��U, TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W1 8d NAILS `�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW___� ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS I EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. �S PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (I 1�,L ±5 A NOTCH WEB AT FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HID TITEN (CENTERED) w/ MIN, 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (110) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW Al L OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL �:'7 0 3' REINFORCING PANEL SMOOTH. DO NO FURROW. .......... F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST -4 SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4M." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY SCALE: 3/4" = V-0" �S MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M * AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3-1 COVER 61-011 F F to _77�7MIn LU: Lu LU LU RED, PI 11-` j t, —III— IF GRADE z C14 (2) #5 REBAR. MIN. 3" 16" MIN. of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S I IkIA(%PI=DTADI C IK14CTAI I Tinki FILLED CELL INSTALLATION rH SCALE: N.T.S. SEE ARCH PI31fl AND PRE-�:N(_4 I W_I!!i'_S UtSh ",;N N1: r CV., LK SUE ALUM I'DF, PE" E, Ci L E7 f7 ALUM INALL 7 i'PE PER PLAN 1.314l' 1 1 L SS NAI im; 51 J,� HEAD F �CHANNEL, -4—, rASTENED PER DIA L NOTE 2 BELOW CONT VENTED OR S!� LTIC CC� NT �'*4 NAILE D 71', - �x BL'XXING NAILED TO TOP Hi �)CKIN6 NAiI Si�) CHORI) FVFRY OTHER TRUS wf3 - 12A NAILS. TYP. DUlDER Tk- ) 'VERIFY,IPROVIDE SOFFIT MATERIAL SPAN CAPACIT,.--,--- C .'JN I H_�- DE -SIGN PRESSURES SPECIFIED FOR GOMPONENTS AND CLAL'Dlr,��4 LISTED IN THE DESIGN CRiTERIA ON SHEET SN 2 FOR SOFFIT ATTACHMENT AT WALI (PER AL PHIA ALUNI IN-C- FL# 16W 5 PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMUI Wof T NAIL.067" DIA. 4� 24"O.C. vo,� 5;8" MIN. EN15EDNIENT - WOOD wol (3) 16 GA 3,14`x 114" C ROWN STAPLES i;j� 24" MAX. 0 G. IN PATTERN - SUB FASCIA w! 16 GA 'VWx 1 i4" CRCV�N qTAPLF 0i FACH (4ROOVF &STRUCTURAL SOFFIT 1: SF01 SCALE-� 31'4"- V-0" 4'-) FOR ALUMINUM SCIFFITS WIT REV� 09.23 2021 > V-4", INSTALL N41D SPAN R[ 0CKIIN,!� THF 1;z'�-)FF7 F1 PA INSTALLATION!' �1; REFER TO THE PRODUCT APPROVALFOR INSTALLATION DETAI-S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" u DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. uuoLr 0 (2) 10d NAILS @ 8" O.C. To TF TO TRUSS TOP CHORD 1 4%) + + PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION SCALE: 3/4" = V-0" SIMPSON HTT4 wl (118) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI.E. MSTAM STRAP RrAl F- '114 CC= QWCMT r)) AMM z 0 U_ 0 L) 2N BOT. PLATE W1 (2) 1 Od @ 6" O.C.. ><H 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD) O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND JU SIMPSON HGAM10KTA 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK =L RETROFIT FOR MISSING EMBEDDED STRAP. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL1st4COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 11-011 51-011 NISH P 4" to t, #5 BAR CENTERED W/ H A0 IN TOP C) 0 KNOCKOUT/ A CHAIR BLOCK MONO FOOTING JEE1 I A SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL t, to DIRT ;2� M 1;2 STANDARD CD —1 to CN 7' 99 HOOK #5 BAR IN FILLED CEL 1. b, STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 211) #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I — EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONC. FILLED CELL SAW CUT /," �A SECTION SCALE: N.T.S. SCALE: N.T.S. MAR 0 4 2023 Virtual Review Assist, Inc. plans Review completed and approved for compliance with the 2020 FBC 7th Editiori by Debra Anne Klahr PX2300 N N LO C 00 U) < LU 0 z Q) LO E 0 0 0 C, co 01 E E_ 5 0 2 U 0 U-8 U LU Cj c.0 E c�'2i C 12 00 .9) CL C A W W UJ LU U) 0 W �- < x 2 -moi �,o �W, � �- OZ X z 0 < x LU UJ < 0 M < X 5 — _j (0 0 3: =,)Ox,zx < 0 x U) U_ Q 0 LL 0 -Ozmo,�- — I.— Cy 0 0 0U)x090`&00M'0z (1) LL1 (L a. z 2 z LU a �L_u V5 x x 0 Z LL 0 X _j Z LL. W < 0 V5 W z 0 W EL W z 0 0 (L M W < 0 25 0 LL 1 0 0 N z W 0 U—) J > q (0 C:) U) C0 I"- Lq _j U) U_ 4. U) — P-. z LU < LO 0� a— C6 00 < >- < Z 0 z W LU Q 0 mi CD N N 0 N 11� N 0 q 00 CD 00 C:) C:) N & N N 6 A N N 6 C� Ob 9 — ob 9 11 C� C? 0 0 0 CD CD 0 U-) > IT U-) ct 04 CO Vi CD I-- 1 Cr CO w Z Z 0 C) W 0 LU CO LLJ 5; 0 M-0 0 CL Cr LU Lr) .0 0 Z a- LU < F— Lu < M 0 Z 1.- 1: Z 0 tz ED z 3: _j 00 >- Q� 2 Lu 0 Z X Z Z LL 00 LLI 0.e < �- _j z ul o < a- z (1) z z z 3: < 0 F_ 0 0 co z z z W _j LLJ N N 0 CN LAST PLOT DATE > Dec. 14, 22 z STRUCTURAL —J DETAILS—RETRO FIT SCALE: V-0" VVt%LL 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 112" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED V I DRrFT S7P 2x4 PT NOTCHED INTO DR z 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING �LU POINTS 71x4 GLUED AND NAILED TO STRINGER r FOR DRYWALL SPACING SECTION VIEW SCALE: 1'-0'; To 3YP CUT FIT %RS IN WALL —2x 12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS IEW "All SCALE: 1" 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" PLYWOOD -2x SYP CUT TO FIT BEARS IN WALL _-------2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" V-13" UA 2x4 GLUED AND 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-A-T STRINGER CONTACT POINTS SCALE: 1" V-0" H 2x4 SYP'BLOCKING FOR STRAP (SIMPSON MTS12 wl (14) 10d x 1 1/2" NAILS) lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L---15,VGLUED AND NAILED TO STRINGER ,F�OR DRYWALL SPACING ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT FACE OF 2ND RISER MAINTAIN BETWEEN AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS) SECTION VIEW 11131 1 SCALE: 1 V-011 -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 1 Od x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" V-0" SECTION VIEW 4.. V-0.1 SCALE: 3/4 PLYW ON DECK --2x8 SYF AND NA FRAMI� 2x4 DRAF' STOP 2x4 BLOC� 2x4 BEHIND RISER BLJCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUSTNOTTOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G. 1 TOP OF STRINGER SIMPSON A35 OR LSC EACH STRINGER 2x12 SYP SCAB 2X4 GLUED AND NAILED (EACH ST SIDE) TO BOTTOM EDGE OF 2x12 R:NGER STRINGER ---PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. ' 32'OJ y _1x4 GLUED AND NAILED TO STRINGER SECTION VIEW 11CIIII FLOOR TRUSS OR GIRDER, FIELD VERIFY 4 1 OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W1 SIMPSON H3 (2) LAYER EDGE GOLD OSI3 OR PLYWOOD OR 1 t'X16" LVL ATTACHED W1 12d NAiLS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "Gll I SCALE: 1" 1'-0' SCALE: 1'* = V-0" CONN. TO BOTTI OF NEWEL POSI PER CONTRACT, F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOrKS, GLUED AND NAILED TO JOIST. 1 POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWELPOST BLOCKING 0 1 /A 1 rX k...# U I N 0 1 r% U k.,.o I I U I N U F. I tA I L 0 (IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED SCALE: 1 V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE 14TO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) Lj 2) PSON M 10d x 1 ECTION VIEW 111-111 SCALE: 1" V-0" MAR 0 4 2023 VirtualReview Assist. Inc. plans Review compl ted and app for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 C14 04 '72� e�'�L �1, i� 4 ko 00 Ln C z 0 0) tO E (3) .> 10 = cl — n Ln M - >1 cy) 00 4-Cl) U -0-0-.41 E -= 0 1 b u 0 8 C u u Lu cO E CO 0 '0 W W (D W L11 U) W L_ Uj W �- Lcc qg W 0 2 < W 0 W 0z W z 0 0 of < _j D- 0 �:WWLI-80u- < a x -i Z LXL D 0 0 z -J I- coo 0 z CUMOZ0,200,0ozz wwa.�Mww�_w J(�D�C)ZYOZZLLOLUU Lu uj W x =5 x<015 D_ z co LL 0 ui 0 Q� :) - Lu 0 U- < 0 2 0 C z N Li 0 > z ce) p e^ CY) r�_ < U., L0 _j M C/) L L_ U) z U, < Lq W a- cr) (I :>: T— oo < >_ < Z z Lu Lu 0 _j 0 (0 C14 C14 0 04 r�L ('14 I COI I I CO — 00 — 0 C14 0 c,4 CD C,4 04 N 0 Cq 0 Cq 0 N C) cq C) c� 0 Cq 0 C14 d) C� ob 9 L6 ob 9 A T-- 1,- 04 6 M co CD E ;s , 0 CD 0 6 T! 0 (6 0 0 Lo C14 cy) I- C? LO (D I Lo> CO Z z 2 4_0 C) uj UJ a) U, 5; 0 4_j 0 0 - 0 < 0 X Lu u") z W F- < < F_ ix I.- W =),e ca 0 2 �- :z z 0 tz III Z 3: _j 00 5. W 2 < 111 0 a- Z z z LL CO Lij r-4 0 -e < 1-- -3 � z o < a- >_ U) z U) z z z 0 0 0 0 z ST z z uj _j W N N 0 CN N LAST PLOT DATE >V-- Dec. 14, 22 Z 0 j STAIR DETAILS IENGINEERING SPECIFICATIONS I PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. I MATERIALS I • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. S. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17--4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTE9 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. S. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS * CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI * REBAR PER ASTM A615 GRADE 60 * PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION * 7/32 INCH WIRE PER ASTM A510 * MORTAR PER ASTIM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACIS30 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-060S.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.8S) = SS01 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads <MW4~M SAFE LOAD - POUNDS PER LINEAR FOOT LEN ;�-��TYP�E 8U8 89-013 8F12-08 8F16-0B BF20-OB 81`24-013 81`28-0B BF32-OB 8F8-IB 81`12-IB 81F16-113 81`20-113 8F24-113 8F28-IB 81`32-113 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 1039,t 11809 - iO69 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 1 10951 --:f6 -�069 05 6113 7547 8974 P394 11809 4'-0" (48") PRECAST 1966 2561 2151 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST "99 1969 2110 2931 3753 ' 4576 5400 2 6224 - i189 4375 6113 7547 (7) 8672 10294 11809 T-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 -Y663 3090 1 5365 75!7 7342 (19� 8733 (19' 10127 (19 5 -10" (70") PRECAST J.UVI 1105 1173 1631 _K 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036 (19� 7181 (1 8 8 8328 (20) 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 - 1238 2177 3480 5381 8360 10LtM 88 5 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 114 699 1160 1625 2564 3486 2818 3302 -T5-2 1245 1843 2564 3486 4705 (37) 6390 (47) 10--6" (126") PRECAST - 475 535 890 1247 2093 2777 2163 2536 - 643 1052 1533 2093 2781 3643 (38) 4754 (45). 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13--4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1 1428 1838 2316 2883 1 14--10" (168") PRECAST 279 424 706 1002 1326 1697 2127 _2630 4T2 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR -�5-8 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED 1110%. NR NR NR NR NR NR NR 412 710 1250 1 1733 2058 2320 2513 17--4" (208") PRESTRESSED N.R. NR NR NR I NR NR NR NR -TOO 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 1 598 845 1114 1359 1468 22--0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR 1 129 250 450 654 884 1092 1 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 <^zT-*"M SAFE LOAD - POUNDS PER LINEAR FOOT 8RU6 8RF6-OB 8RF10-OB BRF14-OB 8RF18-OB BRF22-OB BRF26-08 BRF30-OB - -i�113 8111`10-113 8111`14-113 8V18-113 8RF22-1B BRF26-IB 8RF30-IB 4'-4" (52") PRECAST 1631 1749 3355 3280 4349 5421 6493 7567 --�891 3699 5206 6639 8060 9479 1089f 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 --- -1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST VVV 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 (1 , 9311(19). V-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 - -�01 1825 3120 5048 7915 , 9479 10893 (32) 7-15" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 1 2459 3776 5743 8998 (19 1093 (4)1 9'-8" (116") PRECAST -T.L.L 466 999 1 1568 2253 3129 4091 3146 526 999 1 1568 2253 . 3129 4150 5891 (47) SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4ftwp4mw SAFE LOAD PLF TYPE ILE: !'ills, 111 8U8 BF8 REINF, CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-15" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 1 411 734 1 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11-4- (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19--4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLIF UE7NG�T:M:�� 8RU6 EIRF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 5-10" (70") PRECAST 382 381 687 6--8" (80") PRECAST 595 788 510 T-15" (90") PRECAST 509 674 393 T-El" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 41CA'Mr-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LIE N(!i 8F8-1T 81`12-1T 81`16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T BF12-2T BF16-2T BF20-2T 81`24-2T 8F28-2T 8F32-2T X-10" (34") PRECAST 1972 3113 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PREL^a 1 1569 2524 3547 4569 S591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4--0" (48") PRECAST 1363 2192 3079 39 4 5 4 1363 2192 3079 3966 4853 5740 6627 4--6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5-4' (64") PRECAST 1016 1632 2290 2949 3607 .4265 4924 1016 1632 2290 2949 3607 4265 4924 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 (11) 2571(10) 3039 (10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113�15 L_EKg 2152 (16 2494 (15: 591 851 1 1326 __� 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(151 1185(15 1458 (15� 1732 (15, 2007 (15 530 686 1183 1526 1865 2204 2544 11--4" (136") PRECAST 474 485 798 (15 1034 (15 1272 (151 1510 (15, 1749 (15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9 441 723 (14 936 (1 1151(15 1366 (15 1582 (15� 470 543 928 1349 1649 1948 2247 13--4" (160") PRECAST 418 (15 373 606 (14' 783 (14, 962 (14 1141(14 1321 14 428 455 770 1145 1444 1718 1993 14--0" (168") PRECAST 384 (15 346 559 (14 723 (1 887 (14 1052 (14 1218 (14: 410 420 709 1050 1434 (8)1 1694 (8: 1954 (7), 14'-8" (176") PRESTRESSED 239 323 519 (13' 671 (13 823 (13 976 (1 1129JI4 246 390 655 968 1324 (8 1625 (1 1874 (1 15'-4" (184") PRESTRESSED 224 302 485 (13 626 (13 767 (13 909 (1 1052 (1 230 364 609 897 1224 8 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (121 754 (12 872 (12 192 1 303 500 732 993 (8) 1268 (14 1470 (14, 19'-4" (232") PRESTRESSED 162 222 347 (1 446 (1 ) W (12 646 (1 746 (12 166 261 424 616 831 (8) 109 M 1225 (14 21'-4" (256") PRESTRESSED 142 198 306 (11) 393 (11) 480 (1 ) 567 (1 654 (1 142 230 369 531 713 (7) 903 (13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 (10) (11) 461 (10) S4' (1 629 1 137 1 221 354 508 681 (7) 861 13 997 13 24'-0" (288") PRESTRESSED 124 1 175 267 JUO 341 (10) 416 (10) 491 10 566 10' 124 1 200 316 450 600 (7) 5 756 12 8 5 1 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH�� 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-IT BRF26-IT 8RF30-IT 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8WT0-2T 4'-4" (52") PRECAS 1 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") �RECAST 867 1675 2525 3374 , 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 445 655 1 1262 1900 1 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8) 1952 (7) 2442 (6) 2931 (6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931(12 1301(15 1640 (15 1980 (15 2�32216 395 589 1135 1514 1 RC13 2272 �2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 UNIT'2382 - 1ST FLOOR PLAN 1/411 = 1 1-011 G lvn�� W- 1--;� G 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 F 0 8F�1C-1EI/IT 8RF14-1B/0T 8" PRECAST LINTEL W/ jl� *5 HOR CONT BAR & (2) COURS OF 8" 0��K.O. BLOCKS W1 (1) #5 CONT HOR o BAR IN EACH - ALL GROUT FILLED * 30 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D r MIN - _1/ 1/2" CLEAR C. M. U. z� .4c �; Ce Ln z -j W LU LU (.) - #5 REBAR AT Uj C) z F- 11 BOTTOM MIN. (1) x - ILL REQ'D z U-1 Ln /,-16 GAUGE POWERS CY 3: - 'r STEEL BOXED r, LU 0 Q� CL 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. PEFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D CLEAR V1-112" Z C.M.U. 0 00 z GROUT Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 - BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOT70M OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 C114 Ln 00 LO < �y Z LU 0 W Ix z Ln 4) a) LO E > 0 R 0 U so M OR V) .1. 2 2 4- D C) CID co Ln U 01 4) E 0 U M: < :E () �':'o < 0 0 U LU 0- (N C 000 E 2' -a-, 000 CL LLJ LLI LU W 0 W W '03 - W8� �2-� ��eRs z 0� (!) < < Q�::)--j 03:xWW00LL-j0 <ox-JU)x ozmoc�- Z LL. LL 0 -j 9 Z" < 00 0 z Cy 0) W 0 OOM W W-zocr CO a. W X (Al LU LLI � 0 - W LL < Z�gazzzow W < W 0 N ()a U- V5 W < 0 W O� 0 < LL 0 LL 0 0 z N LLI 0 5 (0 0 (y) 0 cle) rl- < -i L0 C/) U- .�r U) - r-- z< < W < LIQ oo >- < z z W W 0 0 mi co C'4 C14 0 C� N C) a C) C) C) 0 0 C) C) C� 9 Ob 9 A N 6 M 00 C) 0 C:) 0 0 0 U-) 4) > 0 CD 0 0 0 a a LO -4t C-� M, Lo, CD, r--* 1 0- 00u) Z z 2 C) W W Cl) LLI 5; 0-) 0 < 0 (L LO 0 IX LIJ > CL X L.0 Il- Z W ca 0 2 M r*4 �- Z 0 F- W z � -j 00 >- it M 1 0 Z Cr. Z Z LL 00 Uj r*4 0 4f < F- -j 2 z oIL < Lg z z < 0 L) 0 0 1< z S11 z I LLj N > n- LAST PLOT DATE Dec. 14, 22 z 0 STRUCTURAL DETAILS A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)*5L (I) *5U (1)#5L (l)t5U (0)#5L (I)*5U (1)#5L (2)05U DETAIL'A' DETAIL'B' DETAIL'C' (l)*5L (])#5U DETAIL'D' DETAIL'B'& 'C' 2'- 19' v-6, PRECAST (2) 04.5 WIRE (2) No. 3 6740 9462 9462 10000 10000 3'-6' 2-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 21-81, 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#m9' 3-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 5-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 6- 10" 4'-6" PRECAST (2) D4.5 WIRE (2) N D. 3 964 1636 1636 1712 1712 6$41 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 741 61=76 PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'-8" 64" PRECAST (2) D4.5 WIRE (21 No. 4 619 1130 1130 1115 1115 8'-U' 6-8" PRECAST (2) 04.5 WIRE (21 No 4 581 1062 1062 1048 1048 8-4- 7'-U' PRECAST (2) D4.5 WIRE (2) No. 4 548 1001 1001 979 988 9-4- 1 6-0- PRECAST (2) D4.5 WIRE (2) No. 4 467 1 853 853 759 843 10'41 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 1 727 727 582 718 11 '-4" 101-01. PRECAST (2) No. 3 (21 No. 5 355 649 649 489 649 121�019 10-4- PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6" 11 -2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 17-0" PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14'-U' 12'-,8'9 PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R, 522 522 360 499 (2) No. 4 154" 14'-G' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No, 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No. 4 IV-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-a' 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 stra n d + 219 219 165 229 (2) No. 5 N.R. 22'-G' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 27-8" PRESTRESSED 1 1 (2) No. 3 (2) N N.R. 164 164 124 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DET,AIL "C" DETAIL I'D" TYPE DESIGNATION P - PLAIN LINTEU OU�NTITY OF #5 hAR AT S.SOUD LINTEL r UO��ER LINTEL CAVITY [8xl 6-P-1 L/I U] NOMINAL WiDT'j j L .1ANT1Y 0111 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY I 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)*51. (I)*5U (0) #5L (I I #5U (1)#5L (l)*5U (1)#5L (2)#5U (1)*5L (1)*5U DETAIL'H' DETAILV DETAIL'H'&'J' DETAILX 7- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 7-211 PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 -3'-6"_ 4'-0" 2-8"_ PRECAST (2) D4.5 WIRE (2) No. 3 9550 10000 1.0000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-8" 31-4" 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" 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 1 3940 5211 5402 5641 6'-6" 5-71 PRECAST (2) D4.5 WIRE (2) No. 4 1 4350 4350 4225 4314 7-6" 6-211 PRECAST (2) D4.5 WIRE (2) No. 1 3206 3206 3063 3183 7-4' 6'-4"_ PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 641 PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 64" 71-0$P PRECAST (2) D4.5 WIRE (2) No. 4 2625 2625 2421 26n7 9'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 21513 2153 1881 2139 IOU6" V-2" PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 1448 1766 1 V-4" 1 0'-U' PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 17-9' 101-81, PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 17-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 134" 17-0" PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-0" 12'-8 1. PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1 a47 (2) No. 4 (2) 7/16 strand + 15-4" 14'-0" PRESTRESSED (2) No. 3 1291 1291 775 1270 (2) No. 4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7/16 strand + 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 2 V-4" 20'-0 PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) No. 5 27-0" 20'-8'. PRESTRESSED (2) No.3 (2) 7/16 strand + 720 720 366 716 (2) No. 1 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED 1 (2) No.3 1 1 (2) No. 5 642 642 1 306 1 599 1 DETAIL "H" DETAIL "J" DETAIL "K11 TYPE DESIGNATION. I - PLAIN LINTEL/ QUA NT IT Y O� #6 BA R AT S -SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x16-P-IL/11J] NOMINAL WIDTHJ LouAN,ffY.F*5BAR I up ER CAVITY NOMINAL HEIGH. LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE E 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 (0) L #5 (1) U U I L SOLID #5 (2) U (1) L DETAIL'DE' l�m DETAIL'DF DETAIL'DE'&'DF' DETAIL'DG' 3*4' 214" 7-011 PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2T411 PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-Z' 7- 10" 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3945 3965 4-4' 3'-0" 24' PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-g' 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1 1966 3390 3053 3053 51-81, 4'-4" 4'4' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-13" 64- 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 64' 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1 1188 1267 9-1 -1 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 1 686 903 1. OF: - DETAIL "DE" DETAIL "DF,, DETAIL "DG" TYPE DESIGNATION P PLAIN LINTEL/ QUANTITY OF #5 BAR AT S SOLID LINTEL -i r I .-- U111iii. CAVITY [8xl 6-P- I L/1 U] NOMINAL WIDTH j j L UANTITY OF .1 BAR AT NOMINAL HEIGHT UPPER LINTF.t. CAV17Y 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 (I) #5U (0)*5L (l)*5U (1)#5L (1) *5U (I)*5L (2)#5U (1) #51. (1) #5U DETAIL'E' DETAIL? DETAIL'E'&? DETAIL'G' 2'- 10" 11-61 PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4141" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-8" 34' 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 G-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 6-0" 61-Bol 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 1 1699 1776 9-4- 8'-0" PRECAST (2) D4.5 WIRE f2) No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 11'4' 101-01, PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 17-0" 101-81, PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 (2) No. 5 937 937 685 578 13'4" 12'-0" PRECAST (2) No. 3 (2) No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'.8" 13'-4" PRESTRESSED (2) No. 3 (2) 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. 4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 191-N, 181-01, PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 2 V-4" 20'-0.1 PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'-0" 1 22'-8" PRESTRESSED (2) No. 3 1 1 (2) No. 5 399 T 39-9 217 412 TYPE DESIGNATION P: PLA I N UNTEL/ r QUANTITY OF #5 BAR AT S SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINALWIDTHJ, L111AINTITY111.11AIAT NOMINAI HEIGH UPPER LINTEL CAVITY I DETAIL "E" DETAIL 'IF" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1) *5L (1) #5U (0)*51- (])#5U (l)*5L (2)#5U DETAILV DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L'&'M' 2'- 10" 1-4- PRECAST f2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-6" 7-7 PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 i 0000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 9313 10000 10000 10000 4'-8" 34' PRECAST (2) D4.5 WIRE (2) No. 3 8548 10000 10000 10000 54" *-0" PRECAST t2) D4.5 WIRE (2) No. 3 6261 10000 8605 177- 51-101, N-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 1 8995 7007 9811 6'-6" 54' PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7-B" 64" PRECAST (2) D4,5 WIRE (2) No. 4 4456 4456 3785 4427 8'-0" 6-15" PRECAST (2) D4.5 WIRE (2) No. 4 4047 4047 a443 4021 8-4-- 7'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3706 3706 3144 3683 9-4' 81-01, 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 1 2384 1884 2371 1 V-4" lo'-o" PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 17-0" 101-81, PRECAST (2) No. 3_ (2) No. 5 1895 1895 1401 1895 17-6" 11-4- PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 134" 17-10" PRECAST (2) No. 3 (2) No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No.3 (2) No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 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. 4 174" 18'-011 PRESTRESSED (2) No.3 (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, 5 2 V-4" 20'-0" PRESTRESSED (2) No, 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 116 strand + 24--0" 27-8" PRESTRESSED (2) No. 3 7�)U 1 740 1 393 1 772 Opp DETAIL IT" D T' DE7AIL "N" TYPE DESIGNATION I - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINIELCAVtfY [8xl 6-P-1 L/I U] NOMINALWIDTHJ L DIA 1 11 .1 BAR AT N MITY 0 NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) x1 6 RE E D R HEAD R TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPUFT SAFE AD SOLID #5 11) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 11) U 0 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL -DJ DETAILDH' DS DETAIL'OK 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'-Z' 7-10" 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'.4" 3-0" 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4-13" 3�4' 3-0" PRECAS T (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 51-151 41" *-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 51" 51-01, PRECAST (21104.5 WIRE (2) No. 4 2976 76 2676 2737 7'-&' 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91-151 64" 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL I'D]" DETAIL "DK" TYPE DESIGNATION P - PLA�N LL�NTEL/ QUANTITY OF# ' BAR AT $-SOLD NTEL `� fL.-ER1INTELCAVffY [8x16-P-1L/11J] NOMINALW10THIIII L.1LPA,11TITY.111EARAT NOMINAL HEIGH, UP R LINTEL CAVITY I GENERAL NOTES: 1.),CODES .1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 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 7TH EDITION (2020) RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 3000 PSI GROUT ,I -TOP LEG BARS: (PLACED IN FIELD (SEE SCHEDULE) 2" T72" (1) #5 CONTINUOUS RLQ�D PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TI 00 ED OR WELDED Ln y Ln BOTTOM BARS C 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 LINTEL SECTION. PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIEUD) 2" 2" 17. -f- cx, r.4 M r 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ-D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 't. Z UCZIA3V1CK VIAT CVALUA I C L.U1111-CIN I KA I r-U LUAU.) MUNI I IMIE zArr_ LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" 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 (I)*5L (1)*SU (0)*5L (I) *5U (1)#5L (2)#5U DETAIL'O' DETAIL 'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O'&'P' 2'- 10" V-6" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-4- 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 1 GOOO 10000 10000 10000 f-El" 34" 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 51� 1 Orl 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7'4' 64' PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8imoi( 64, PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8'-4" 7�-O" PRECAST (2) D4.5 WIRE (2) No. 4 4961 4979 3869 5178 9'-4" 8'-D" PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10140 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2984 3021 2320 3118 1 V-4" 101.0.� 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" 1 V-2" PRECAST (2) No. 3 (2) No. 5 2269 2269 1577 2269 13'-4" 12'-0 .1 PRECAST (2) No. 3 (2) No. 5 2034 2034 1366 2034 14-4- 12'-8" PRECAST (2) No. 3 (2) No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 154' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 174" 16-9 1 PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 1 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 strand + 24 -10" 22'-&' PRESTRESSED (2) No. 3 TYPE DESIGNATION �0, On 1; P, PI.A�N 111ANT11 OF *1 BAR I -1 S-SOLD NTEL LOWER LINTEL CAVITY L r [8x16-P-1L/1IJ] NOMINAL WIDTHJ L QUANUTY OF 05 BAR AT NOMINAL HE GHT UPPER LINI EL CAV1"TY DETAIL "0" DETAIL UP" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR $PAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD S )LID #5 (l U (0) L "(0 ) U " SOLID SOLID #5 (1) U (1) L (' U SOLID #5 (1) U (0) L #5 (1) U Ill L SOLID #5 (2) U (1) L DEETTAIL 4'DL) IL ;'l' DETAIL'DM* DETAIL DM - DETAILDU &'DM' DETAIL'DN' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 766 7665 5 10000 1000(); 10000 10000 1 4'-0" 2'-&' 74" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4-7 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 31-91 2'4' 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" 514 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 456? 2302 4235 7.8" 6'-4' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 1 UNIT'2382'- 1ST FLOOR PLAN_ 1/811 = 1 1-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL SI EEL 30TTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L 1 SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 Ill U 111 L SOLID #5 (2) U (1) L DETAIL'DA*I DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL.'DD' 3'-9' 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-a' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1 1801 1483 1483 4'-2" 2'-10" 7-6" 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'-&' 3'-4" 3-10" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1 1131 1 1131 5-13" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8' 5-4 PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 71-91 64" 6-0" PRECAST 12) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECA -F ST 2) D4.5 WIRE (2) No. 4 I 396 1 489 1 489 261 393 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 STEL, BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) J (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) 1. #5 M U (1) L SOLID #5 (2) U (1) L DETAIL'00' DETAI1'DP DETAIL'DO' & DP' DETAIL �DQ' 3'-8" 24" 7-10" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4-.0" 2'4' 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" 14" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-13" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 A325 10000 6-8" 5141, 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-13" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" 8'-4*' 81-71 PRECAST (2) D4.5 WIRE (2) No. 4 1552 1 2996 1183 1 2844 INr 1. ra 4, V-41!! TYPE DESIGNATION [8x16-P-1L/IU1 k. i 4 L Lu NII DETAIL "DC TYPE DESIGNATION i:;dLW1W--j r*%AL6QW [8x16-P-1L/1Uj o4j=� I L 1111111111iff Wwam I TYPE DESIGNATION r - PLMN LINTEL" nUANTITY 01 C5 BA� Al S-SOLICLINTEL -1 rL.-EILINTIL�:11ITY [8x16-P-1L/1U] NOFAIN�LWIDTHJ L cu�L,�E I I L � y . 8 A K A I r I ONA IN, L H EIC H , PITEL CA VITY MAR 0 4 2023 virtual Review 41sist, 'Ac. ed plans Review completed and WrOv compliance with the 2029 �ut; 7th EditiOt' by Debra Anne Klahr M300 SAFE WJRKING LATERAL LOADS (PLF) X 8" LINTELS Total Length Type 8 LA N 8"x8" SOLID 2'- 10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 reco5 64" 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" PrecGst 156 600 1 V-4" Precast 132 651 12'-0" Precast ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R� 369 17,4' Prestressed N.R. 257 19'-4" Prestressed N.R, 184 20'-0" Prestressed N.R. 167 2 V-4" Prestressed N.R. 138 27-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended 04 C14 , A LO 4A j �j 7 A C < Z� )IN, LIJ 0 z V) ul E Q 0 U 4- C) co CY) 00 s � a E C CO Z) 0 0 -U- U U LU C 00 7C) 0 E 0 rz, a co a) CL '0 16 Uj W W LU '03. 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A 3 2 5 1v 'TYP-) Walther; / Sdf-L,xkvir Nir, back Cross Support �May Ni (w to Wl '1� Right bracket 6 UiL(V) 14 Self -Drilling screvil Al U t Scittorn Edge Hurricane Strap (TWic,41: 3 in front) Front Cross Support (Mdy bt olit tv Jill Lett BraCket 16 Wil 4 14 Self-Ditillng Screm 7bru Wali a Back Cross Support into AiC Lim Bottom Side (Typil 3 each side for hurricarte use) K1 S� i� lh�l g a.hallill Will virtual "ildill 1.4 willarl Yi III,* Mail isersillairl Alliteration 2024 Sorel Vert I al I I - coastal. structural Connionerl Sallicadlaar. Prol hir"Cod at a Real of Ple. T�Jol c_WI*.Z all E-alia. A.Plat f r LilitIM-M Fir 9dial iealtvvi Well IM5401511 Wool SrI hill 1111411 1.)-aill thol 011540,570 !1k,ull U11,il Il V4 Iii Lleprill-iontQf0usarl & Prollessional Regulation Baking Codes and Standards product Approval Application Detail ll I 9f I 12`1 &;V I finger PAi 2l colt rtiall CAN-1 C&rltel "Iter"AAkni" YAKAIU!Lk YAMAW filarial fog Approval 8kam Mwilli l Irril Narlil L.M. 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SUKA40(te Abir W R0011he :502 consince, Foluailloil Row from a Filarial RNO"*dAMhMU W a LdCONd Florida w steel 4 illelArf l Am Irma ltri.Wja Amoved fix Mat fril Diska: tilpl,RVVII PX11 illi WoftAft gqwftu* tJJi%_J III nu iooma� ONC i6iiall deal i I l,w tl�� 1,A 5V Florida Department of Business & Prc?es�;� rJ51 Rr�,,J� Jill :�ft 4 Building Codes and Standardt, Product Approval Application Detail It AV4046al �1= Vl! uatd Formal I V,� I �, ri", coni.ca emu into x vOicrelea fill val'itatto W-Clil FtK ApplivAl AporCivid sljors lr4q Ccttrtlon �ly J Ki'll; P F Divl5r4o 1201 MX 002202021 Mail pit:l W-7828 PC-4UN '1[ 1117 PM� svKatogon, riondaRegisil it Prafessiol Engewre, Li v2rvjq.RL, Produces Inp-10 co��te 14V,V (Al"We I r� I 14eqMl and E, rio,rili 41,1 Ill Oii.4�1 12113IM221 rorripurAti 2 b Thornier Trl Fri l"Ipisitir and StrKwAt Star I ir.11,l I'h, Y_ YI Edgi, ali Do " r 5d6lto1,l,, 11"," ngrl rQ ll l C, X � or�: I, 3 1 Thermal Fit*, .0laol and Sirrilooti rlornilrliii &�wT� irWOA,I�f rio V_ Y" WA Ownsill Edp Fi i ;]-, Do,bllil [�, . IJ I I )O(N 0:1X0 4 d ThonnWTm Fiboir-Claual And Sirno,0�`Aal horrinal a"iCl �6 �f I rl,part&;l Opl r It Y" 4. 1VA '�rrrclldo Edg. F,txnlrarii:G�li Dil Kconfilp,rallitil 5 1, Tirrinnal Flaer.Classic &nd,9rrW0.cAar I,lan;i0jeiw" A "" ,, l 'r III li'l Il rillirlu" 12r.1i,r_ rin YOD Yes WA n't1i f Tllw--T,� I CIA— .,,it SlrXlh.StW rf ninittal Mal I.MV2= Y" Yam N(A vircri El Flbnngl� U010�k, 71 7 a Triennial F,w CLann,, x1r, �rr,N,lh �krll Norr i &quwt.lrTiW,,YqwL Owid Yale Yes NFA Edgn Fi ter g I.," 3,,ll, Ekxir h Therinal Flairr-Clasil �l l`�-epn, Zlr 71111111 , 1 1�& o3p 14 &1l p,,t&qirt Glazed ta, yet Yes NIA _Aillgl. [JdenWi xl'� 0xvOxc i Thermal lzbec-Clasal and Stritcotri r Nominal lAiII &,4uotjrr040i lAaxardl l7lDlI= No Yes Y" NIA ,Z�wrl�rl Foue P,bevim Di Cw -1h or wJi,,,ti,,KIeIl lllnw&,ird94d"og XXo r)XX0 mr)n2",atoi 10 J, Thermal 71. Fit-, (7,Idliw wdSmwM-Sbr Nominal ailtIll Ail al t 213 1 I= Y am 6% N(A Comfoodat Edge Fbargll- .11ge [I it"r4ioulinalinw, X configuration) I I k. Tbarrhill Fiber.0al j,.,j ,mciati Noarnal S&AQlQe0 &quotlintractlial GloZed 1.0AI/A "I t it Yam WA cnirripoll Edge Fitoellau Sr,jlo Dol %In SHawler(s) prateirralloolowng XQ V Ix 0XIC idleardionlill 1 1 Tharrol Fiber lAltrw. al StlVid-ri Nore" 00*0 We"Jerdidgial Glend ",13 1 =2 Pat Yea Yea NIA Composite Edge Rbwghm Doettle Door vailh or %**"AeWm (Ininalral(Diftearing; XK or CM unNvirawril 13 m Theinna-Tfu ellbor-Olarililicand Snicrotit-oilir Noirrinall Ulll &qual,loWct&qwt Metal 01,44, 112131= ri WA Ol:ien 0rimposto Edge Single Door InwriglCirtrawl X vrir1wMl 14 n triennial Fober-clasal arid SnaoAh-Slar Qlazedhilaidind IX310= i k, i Open Cc mpoome Edge f lbi,rgl,rA Sil t-^x T41" Gazed Wided Open Side"sil Jlrrwfti0a�0�i llo, Ox " OXO o Triennial FinerCAessic and 5,rli 1�4"�I Ntilril'all U431ill kuctImpactilwal Glazed Molded 1;rrt 1 =7 Nil, V, �j�eo Edge Fibeilglaois Dcl Door *& � Mhout r il Wood Orierr Sidelital �Iftl 10AIsill XXa 0XX0 wrifigurabol r, Th.—Til Feer-Clailial and Srnoeft�Slar 4'r, "wif UAlialga kt1rTvot&l f:0.q Ik Y_ Y_ I.!, C4mitoarla, Edge F�ilxtrglasw Single 0tw rerlh Wided Open Stdoidealls) XO OX w OXO wi 17 a The,rinal Fbar-Clael and SindoillI No 12131=2 IV Y_ Y_ NfA Edge P,retrutal Double Lial In artil G ared ittrilded Open itriell oraimang)(Oula-V Xx u i.lix1rC, "wIltil 'Vi rs�, CWW-M Qgk 7V" Y"x WMIKUK Rvl 21)X PGT C E&MI. Dome C.Oa0. il . LWR Fir odl M�� did L&I , Name SGD S570, I i1l . .;-A) li Deparwel o�f &r.1ni & Ptcflisil rinlihli�iq (,oilJon and Standards PTOCILIO Approwli rlppli�� ation Detail I '. � 0 1 11INX21 �qrilil ad, 2" Ga. %ndl 2mg �44 4 t 410�m 4 Id"'.1110 I sil F K AasSivid Aptifoll arm I M-4 �Jl 711 1, 1QT$l AMPA'ad QU.Vb ASSWIWI� A,m-vrd la Apprare" lar Ust it= p"lor Firool '01"i h, li-VIII I RtWtall P-, vl�yi &,.A_ &- r> Mll , 1 1.. Y_ WAI August 1 -1" ON &I 01144 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed belo they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING The nn a Tru Fiber -Classic land Smooth -Star (NON -IMPACT) FL20461.1 +67.0;"-67.0 psf 12/31/2022 Themi aTru Fber-Classic ard Smooth-Star�11's,1PAC7) F L20468 + 67. 0!-6 7. 0 ps f 1 12 'ZI 7�emi a7ru Filber-Class�c arc Smooth -Stair (INIPAC7) FL20470 + 80. Oil 0. 0 ps f 12,'3 li, 2., 2' 2 B, SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0,1-40.0 psf 12/31/2024 PGT Sedes 5570 N1 0 A-2 1 - 0 2_0 5. 03) +38.7l,-38,7 Psf 4/14/2026 Pella Corporation F L,2646 C. SEC71ONAL �Vayne-Dalton Series 8000,'8100,,81"200 #1105 (SX7; FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000.18100,118200 #1123 (16X7) FL8248.110 +30,0,,-33.5 psf 12/31/2023 W'ayne-Dalton Series 8000/8100l`8200 #1124 (16X7) F L8248, 11 +34,4/-38.3 psf 12/31/2023 ll (see inst sht) 12, ll 1 / 2 ��D ""' 5 D. �rl,,L LOUVERED DRS CLirries Diviision of AADG, ;rc 607,707,727,747,ard 847 Single & Pairs of Doors F L'l 1537 2. WINDOWS A. SINGLE HUNG MI Wirdolirvs and Doors Series ll Series F L1 7499.2 +K0,,-60,b psf 10/812023 PGT F 1 239.2 N,'A 7/3O/2C,25 Pella Corporation Series 10,120 FL11206 +35.0,,"-35.0 psf 6/17/2C27 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6i=C27'13 B. HORIZONTAL SLIDER MI Wirdolws and Doors Series 188 FL15351.1 +55.0,l) psf 211612Ca;24 Pella Corporrat�or Series 10120 FL11161 F L,1 2811 +30,C-�-30.0 Psf 3/27/2C,23 Pella Corporation Sedes 10 Sliding W inidow UIA 5/25/2C:" I C. FIXE D Nil Windoil and Doors Series 185 F Ll 5349, 1 +60.01-60.0 Psf 4 il 0.2', 3 PGT Sedes 5520 F 1 243.5 Nil 4),`30,,l2Cl25 Pella Corporation Series 10,'20 FL6694 +50.0,l1-50.0 psf 711512024 Pella Corporation 10 Series Flarge Fixed FL16280 N/A 5 .,'2 5/ 2 031 -1 D. MULLION MI Winclovis and Doors Se�es 5764 F L15353,2 N-�A 12/31,`20224 PGT Sedes 5500 F� 261.1 V, A 5/26/2()26 E. OTHER 3. PANEL WALL A. SIDlING James Hardie Building Prod. Cemplark Lap Siding and HardiePlank Lap Siding FL131921 - FL1 3192,2 N.'A 12/3112323 :,B. SOFFITS Alside Solid and Ventea Vinyl ScfFJ F Ll 5272, 1 - FL15272�2 +75,0,"-75,0 psf '12,ll31l,'2,'J2.,12 A 1pha A lurn I num, Inc. Solid and Vented Aluminum Soffit FL'16544 R5 +5114.21ll psf 7,1130/2023 C. OTHE R 1 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GA F 3 Tab, Dimensional F L1 0 124. 1 N/A 12/16/202A':1_ ,B. UNDERLAYNIENTS Taniko (for Roofl 151b Felt Underlayrrent FL,12328 N,,'A 6/29/2C',1113 Plyglass USA. �ri (for Tile Roof') POLYSTICK TU Jil FL5259 N,�A 12/23/2023 C. ROOFING FASTENERS N�OT USED D. ROOF \l'EN7LAT(_-)RS. 7,,ompson Arch Metal Comp. Off Ridge Vents Vent RV10 - FL16918.1 FL16918.4 �NIA 9/9/2026 Ficr�ta 11i Products, Inc F 121580.3 NIA 12/3112024 i Lomanco, Inc - -- - ------ DA-4 Exahust %lent F Li 72021 +97,5i"-97,5 ps,f I ;� 12/10/21025 E. ROOFINGTILES Boral Tile Villa 900 FL7849,27 - FL7849,28 N,�A 12/31/2025" Boral Tile Saxony 900 FL,7849.16 - FL7849.20 N,�A 12 /2025 F. NIETAL ROOF Drexel ll`lvlleta�s, lrc, Dtl 10ONS, D111i 15OSS D�ivl`!C 175S, D'I'l 200S, DMC 5\," FL17679A + 0 1 - 12/31/2132E, 5. SHUTTERS A. STORM PANELS 7 eo �,,tecl':ori Products - IS;Itee. --torrx Par�e ba I F Ll 5076.1 FL1 5076.2 12;, 3 112 1, "12, 22 A�1� Anier�car) Shutters & Glass Gal�,iarlzec Steel Storm Pane�s FL17869A Ill 12/31/2022 6. STRUC'TURAL_____.,__ COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Struct�.ara� Corn. see chart Simpson Strorg-Tie Alpine 7rLSS P,atr_-S Truss Pal see chart-..--.-. B, TRUSS PLATES 17W Building Components FL19991 - �FL1999.4 liiiil 12/3112,0`24 MiTek Industries, Inc. Fl! 51,1971 -FL21975 N/A 12131/20, 22 C. ENGINEERED LUllt,]EER 'Aleyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 -:FL6527.5 Ni'A 3i31/2(_3 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NiOA 20-0630.15 N/A 9 l 1,12 C,' 2 3 Commercial Concrete Prolclucts, 'Inc. High! Strength Concrete Lintels F L'I 774 N, 11 A 51�25/2C -4 ........... The products listed below did not demonstrate product approval at plan review. I understand that al the time of inspection of these products, the following information must i-�e, available to the inspector on the jobsite; 1) copy of tli,,e product approval, 2) APPLICANT SlGNATURE DA TE Florida DeF;d--]Vl� I if 111LIS11:11i 8 R,4r , , it Regilidion Ruk Il Codil fill St�,i 1, 1 , � , Product Approlial Application Detail Entity or ;,olli ywillam By A-1 ,.v;,rlor, Lyndon F 4-krit"tt P E Ryan J King. P E. aX � 1,4 (328 PE A.AJ9 t0l3)75l -0jr-L, �JIl � M Yallitalad 3i.itirlitled 113C ApolViiiiii Aggrovell Ill 07r ,"WQ�V 1.!M �,f2o4irr 071NP2C,l IVI"r2O AIl �AJIM AgaufArcia Apprall,,irdfirl ApprovedlarrUsiJ A= 211111111111 §W Prodalet Modal, Hurri or Name l,'rodriat C .1 ill [.1111"150 '>AV if, HVI, 00111let HVW Resistant pIrttswn I n Tlrarrli I ill IlW-Cil e I rIor'nor islil it I. �,Iprll Y I" Yel 74lA EJ;e 2 o Theirri Fp1por-Classi, alrid'Stmilth Star N"0 U. Vl .11A O,�Nvrr 1:0,� l'iX.21 Y n yer� IIIIIA F.-ir, h", "". AAM;se Drell I'll i'mw'p, K.P, OX al �)xo t Oral l2ni=22 y ii Von IJIA C omfxmut Edge li itillaes Doll Iski Datil or configundlons) TIO-lil n. 3roixAli-Sts, Y_ 0, Il Compal Edge -W%ill ��x, ont"nol'Oulnerril 11.11.11: A I ')', I Yet, VA Composite Edge 17,begtallt .r Ill. l �tn Sideltel Ons-nag;l'ol X", �:, - �;, Ox.: confouralions) F T rml l,rid Sirrinalri-Stair lo$ Yes VA C�npovft Edge Ool C,�_. Vail l;, "Oholl Sclelitil 7 ;11 Tnarittral rw F, W. Call and Einnoth-ster Notilliftal 694M, 9 Itir, wit. I ttrprl l"el )l Y_ 1, A Civilrxiore Edge "r,sWnzI04trtl X 6 h. T�enrrrl ill QNsse all SploW.-Sim YM. I'L Composter Edge Frie,rillia" 3,iliile A0 OA 9 Norriviiii O&M.15 1 MIQN2 YQ% Y95t �JIA SKWIWG confl9waro.'sil -irl �w';,rixcrhi 'l Yes Y" WA Comixisdrit E499 Fbarglass, Slingle Door (Itsminsioull X conliq'irritil k nail 1. -,:Al It Ald a4woftswr �ll YA& IMA Composite Edge Flwgl ""'Jil F.", "0, SidallaI nK �., 'Ix�: WrAgo"o") 12 1 Therrol and Silloottl-445tal, ��laawnj ZrJi�1022 ft. Yet W 10' ",n, t- )go `xx� wth (" w! r4loletor (inumnigrOunri XX or OdW ,1 .1 r.w.o., 0 ud, PINA i=$l Yes Yes Yafi i th Iiquot;i,lon-irepedilauct: SidirkiI [Ins,mr,wOutin". XO, OX 9, QXO acitigIal 14 tr Norritinit I 6603il Iliquot Inripact&IIII, ',)p"w 12r3i M,41 Y*s YL41 Yale, i Conlriolalle Edge FIberglal Dol Dil an OXX(i wrftilral al Snowth-Sair a M Nn'.n;= :d*9aD4kql `�Vnll,rm laj311riw (ImixitorglCtuhrl X0 OX *r OXi rill 151 p Ttioni T n, and Sirroo"tar NorI 8l. ol M"X.I.P.&Aqual Opal I 11� I ytil v 1-1 Ids IWA Cornposdo Edge Fitwfilvas Dolbi& Dw V 904,ll (1, ov�Vr0"AN, Oxx0corifiquirl Wrinillig I ft0i � Y rA NUfb I rprotitq0th Opill i ZO 1.-,= Yet yes No WA rx"i, top t,twgaft 6�il Dow ;Xconfigroratl Olial i2mr= Yes Comixle Ed;�Nibrryoas Striple Dv� wth T Nll n TV r Ill 'Ulaal nd �litntl SW k I Y�i I 1.'i Yl YQG No li� I— in ,,iithrill Seal 4'.)1l"9,Q'r'r,') xAo, f 4,10, .1minecAl opaque 121,11 tk= Yes No N Uge Tt,,,1l;1#w %Irgler Qodr A-U, Y No-;, Z30 (I I zel= Yl r4i� comirill Edge Fillaiglarra Stroll Lkm All, Scalints� llnrswf�lcl )Tarmirr;I. or C)i 27 l rl i Fl uvt acd 4�,;Ith lida, Nai 86950 DarJilTlr�kA, 176it"W", 1 CtIrr,poiate, Edge Fibet,11As, Drr,,i ljw� mi Sc4trall ! la wrift[Wil .1 T,lorlrra 1 iv Flibm-Clual and $r,dAhiSl.r ni 6 14., i isnl5w_!� 12"? 1 lic" yea I r l,o MO. I a 1,� I �t,, Lit,�t Yell, I I�f min X0 OX or CXO ",Weglasai Double I!Ioc, villh or 51,11":l JIlr1oWr%brl xx c�, Cxxici r1re"wolal 11" 111- I,Zr3 151022 'Yes r"ir No -ortiliamil I No Nill, st'. Lage J..";ass sevie Doo"wh XO,OXaCXC coriNwations) ela Tlreon..l,i;Fl No...al <11werl 12MIW.,7 'to, V., Carlos V I'll tlt-141 tneclul ti0likln Report R_ 4 11"10 R 20AILZ M SM REWORCIOM a i.- Pli 471:1�04 Al S13(1 RF.JNF0W*"0 ,A RIF& 4,20AULIMitrom 500 Q#,%on Nix, 1,`li1.NAl � 11 C. real 1 Zorl -. "'All Report (1- 'lodde Rellislarl Ardnitell a 0 1.11=11 Howdo I-MmIdirel Endirmir S"ol ill MKI Wd'"WithaffJ111st" c�eaon, Faill Ows &coantfol Extmv Dw coorponerl CWOIMntw ftbOCt CKMARM V*rg a L,011hill nit or Islas o�l .11PPAl Al %"Irh tr tlil 10 k ConlFAM9. Edge i wr configairroorl Floril Delmiti of Bu�irl & 0,41risii-onal Requirit,on SAking Codes and Stardial Piodi4ttAppiovalApplicalionDelaiI Ll sn" 8111'"r Luir R*010 Lesnal ral ol All J.". 1E Ir1r) M-33x PIII 0717)31l briarig.rCitlied400to Pool s of 2 Ir. Ill RID We Dift sell Do P11 kdum Swell 4111LAIALU" alwam 10011i IoT.,I Hil"W71N 121$5=20 all r ci 2MOL&IMSItant.1 AUREpntlw-um Intel POW FvKVMJWAVW) ,�.f RIES 4*,",;At So r-A v�w 5ERE$ 420ALIJ tl ,.4 X1�4 YX rio ],A IF RIES 420 AL "1111111 f,cllcl INAIC24 ra, 11'. 19E Ri &20 Al. U IAIW � 15011 It- Al 11 Q I- t: (I I 1K Xo, XX ail lF p),11 a 15 RIES 420 ALU MAU M lix"D I": I U YK l2rilr=24 W, NO. 143&iawoli�mrpol Floll Depairlilrent of Business & Profftsional ReqUiallItIn r�: l,41 Scildi rig Codes and Stainuards Product Approval Applicallion Detall Snft VL .9" 1J!J r,I Aill contilia finarana A tj "M V*Hmtd Gly validated I?Uil .l]lil Rill j noll E &w_ Jeff,., n Airestil, P IF WM24 li� I Qx A-miald for USA im-Al Liaw R"Walx PI"Mn 'All mil 1 .:Ih, 9. Ni hail (liaging i ..... ide"ation I J. , lialial rill restrit cNial No rl� 4oll JO viiiialcir, In 1w or In torml oridl Plorda Department of Business & Professlonat Regulation Building C4das and Standards Product Approval Application Detail gray Q( gat XJJQ Vilre "OndiM Alt cont,e LigaUL&Ll2= idtowda milik" mdaul�.0 r rg; Asil ft�il 11111111 I om P"Ift UL Lt,-, Vaywop.P.1i I 2,10l I;n t a 1 1712112020 AW"d 494-28's (11�4) 9414680 Aseraladlot Use Aux&"WeLVAIR lakv� Dkow C4"fad Emkauw age In Kvitt o"hil ffm Rosittairt P� Ma Fill CAUll 1 1 1_ Y., WA "I- ril 11 . l Florida rwrlartyneeir (4 Busill & r1fatemlorad) Regullatioin 1341dinj Codi arlj Standarl:16 Pirt.duct Aplil Application Deltall D.0 3,~ M Milt I'- WIMA20 tpi,""'ed Quaker Mhurane, A -vied for Linn birbeel Orval ft-dm Drettlocor gwwod Lmrotloo gmt 10 Irl KVHZ Rit"arit pntda�lt�l 14i"l CZ ts) 0 CL 0 CL -a- a (1) fl��,) 4�- 0 0 -0 (D LL_ 0 0 0_ cur 1+— 4-5 ._m . E— U) r7w MA9 0 4 2023 Virtual Review Assi t, lnc.L--N 1 s Review completed ; nd approved pliance with the 202C FBC 7th Edill I by Debra Anne Ktahr PX2300 F= Cf) > 0 > — , 0440% 0 0 Q) C/) (113 co < F— LLJ < _J 0- SHEET NO. rF"%A 1,0 ___ - — — - - - ; - - - - - __ - ___ - __ ___ . - __ - - - __ __ -,--- -----.---.-- ______ ____ - - _+_j (3) ____ 1 1 (1) ! I_= I I Florida Depantrient of Business & Professional RegUlatiOn Building Codes Standards Page 6 a, 9 Florida Department of Business & Professional Regulation 01..;. I " I Florida Depittrintant 4 Mum,ass & Professional Regulation ! i I I ! "loocIR Dppertrhi of Psinfirl & �,,A(, ,,,ix �""Ujjjtj," th" , "� (f) -FV (D -4-0 Iii -1=3 and 102022 Building C4xlss arid Standards 11,�WQP Building C4des and Standards I i I 13.0cling Ccde5 and Cb.s,lr--t, rr,,r,,,,, > C— :3 2 -#1 2 _0 Produlell Approval Application Dirtall Piroducil Approval Application Detail Product Appromi Application Detail i Product Appi AfqAjr.,lImt D�Ioil = il'"' gamuffir , i [i;� 1 ''I 1, i': ,,,�:[;,�:�,��r��,�ill�1:11��,l��ll��l�l�ll��l�l[��,�,�,�,�, r[ Iiii#ji�i�iip' ,:I;!:,!V��:, � , IlIq 11r:,j , .: I .11 11111i ii:111,1111 I., % I I 1 ��11:1 � [:I . .- .. 1 ! (1) 0— 0 0 , , _:."', 2W ,, ; 1 ,,'['� :;I , I 7 EM& at : "i'l r :i;"5,Irr, I I : I!: .0 ., ,� :;.,,. t`l�,I'k�! I ; Da*Fwdlm 11:1_� ��,� I , 1 , M101:1121i , I :,141:�, '' i '' rij, ,-*I � ,:, , � � ! �� 1, , I ''I 11 11 '' .�� , "i'llim � I � '', 1 ;I : 11 , : I 1! 1:1, I :1 , , I !I !: , �� : � I : : 1l,1 i I: � 91AI�iALAAI a) O_ Ill a— im version 11111209WIX Contact Eliminator a OV 20 2M 20 Q* Eni or as, net, %ad= I 9§141 911lay QT D& ;X"t vo, - -'..;.Vg = M —0 . Raml 2MO Tmarmil Tlm� C.,porati.. License Validated st�s jesperean I-V,d.. F Schmidt P E Ryan J. King P E, ValkhoW submitted FRC Approval Aborated Amm 10107"20711 V1812ml 1 0`1 312W 12M SU021 Ai Tkot Version mmurauga cantm anch� a u� VMMded Or 2111.11 PAS Viflftihl &AXrAftd RIC AMBNO ARgi IlUiI,* .Q2111 am Yomm Nh,,I,t,,w lislor W WOLIA *rid-, A Lk-, Neammm om Dole D4tt�fteang xmww man" t III: Adorning lm Agaga��r 1.tu- ! :J�!. V-1., 411-A"ch. ., . Cpnd� L.14 ��2 YA�,!_-J A .fts MAgiLla Ili .,.,) r - �,&.,.Vl A- I,WA �Itutv:I . - _4_j a) 0)0 (1) Callegory. Ertel Dallas (80M 643-78M PE-41WOO (813) 7874565 Aftm,Wwo 2020 PGT Iridustriss, Jose R-..b Wand -fled. FICCO - CER Mk,*rAd.FIC.,.', *w-i i"%M2G 1110DU2020 1 III I `202, Awored Re0sion .10:10 'Al A),A-i arid Deals Brimitaltinger A1,1M:.I1 -110-oA Sim. U Urid, PE 10,116,12020 .otirr.1070 Ionia 11, , I k -a- Y ", , ".. � � . Fdr-I Yll,,- � .1, 1. 1 1 1� . ,k!,h 1W I I ' I r ." G I .1� �, - I -I.., Y) _11-0 - SubCaftgarl Sawinging &Ww Deal Atnintoles, ejamemorellitherment L, w Causal whoda" (11411)40"r,01) � !16) 316 2:19nj Category. virindsams (71 7T 31110-3300 slli%�,,, �-- '71T) 31745454 1 C4,00iv! �4,4 I �717o 311'�,, I � . I . I , ,� , , '! ., , -l-,Il,,,4d4 �,,",',,L41 C --I CU —CU I (n COMPI,44"Uel Evaluabor, Replort frorr, a m Plords Flagellated Architect! [,conlAd Flande fluticstagarr. single ...a CASUNWI� M&hW f itow�ldd?P&*4jswo*g on Subcapirgerit: Horizatial3has, tIA-IJ010-d I- I 5�wr, �� C", " :�, 'rj .., ., hear, , ". (D -0 0 orr a FIT ollessioriall Engineer Inlill,ftor, Miss, ar Lhbna CWV�C U@ft&COW..IIC4�k4bMffL�*0 , � �, .,n,� � pum4tzs P Lls' , I 34��Rj� i . - = a) FLj2Wt4t? Products awalA� Appealed fair Us, &OMRENLLgLgm tona Desks, tialuu:nlgoam I I NitaloslUgliln Aoffmmd lar Woman U� ;, r rj.,,i,i QWI�,w A_.� I `4- Ansto,nid r. us, Atex-ret 2,� J it.,-, 9111:111111 L_ 0 EL C _0 3: 129LS Pkduct Model- Number 0, Name 2ulk"jeAMM Frool dissertation (Wtracl Explation &22MAULUM in Hoc AppialladlorUse outside PIV117 JIB= glejen Pregsams ins 2 ploaxi ill 904SWI latest ft2aidatKunum Cleared ff-drallorrothst 1111-112M oubid, Minix gtdwKt eumurf ANA Product NAM flurnbat ar flarti, ts�l D.Lasti MLRAR .n MyNiz oulliddle mvmz Resistant - , �__! 011f .-�, to- ,,,, ti_, . . r. I , A,, >w1migo MTQ�1,1,9101111,1 In M*lt I'M; littabland P111-1. = 0 UL Rietill fileststatill Large "pal vi give -.0 wrel a 71,11.11111 Y. Yea I.. ,.,. I i 146 F. and lo.,,. Fri. �1. f�� I, ,"l.I,j,.,j ... 02114i N, Yea N� .1. � I I - .. .,�; L4 11 � N. .r. W .�A' = - - - I a The�Tm FibinT Clesem and Sml -Star Nominal 511IM111 Squart Non-1pN,&toi3wu[ OlAque 12MV20222 Color, Fiberglass No yen "k, N/A CU 0 4.+_ I CU Edge Single, Do,,w (InermlingfOuts,nme xMirittownixtrov C13 0 > 2 t, Thernsia-TruMbor-Classic and SmocV,.Stj( Nominal 61Wi Aqua Ngn-l"pac"ot; Opaque 12131ri(M No You No WA � W . - -0 E 0 Composite Edge Fiberglass Single Door *0 : Q) L_ (D L_ Sidells,il onsavingOluthemso, XO. OX or OX0 (/) a CD_ oartgurshems) � = U) (V 3 a Thsorml ru F taw.l�lnp4o end Slaboah.elor Nominal 6lS3R$ &qLvtN*n�lm"d&quot, Op*q.. I.IrWAJ11.1 No yes Pal, N,?A i -i ,�? -6-i - M C - piwillass Collapse" Edge 00" Door .ftd, wthoutSidWi%*(In*mlrWOwnsm�g, XX,A OXCD � ! = �_ -0 . - U) < gonfigunrlions) . - 4 d ThernostTm Fibvr�Oanla and Soniond -Stot Nomirdl?&MD&Q--AN,)n-[PVQO&quoLOpmquv 12f3l= No yes. No WA I Composite Edge Foeirglams single Dow I , - ___ - _ __ - - ---- - - - ---- ------- --LL--- - - __ ______ ___ -.--.-----------. - - ------------ (Indistilmaroutreal x ,mmIguration) 5 a Tlrennsh�TwFrbar-Oaaalc and Srrw�ah+�.Ax, Nominal 7860W.0 &quCt Non-ImpactS,quat Opesque IMV2022 NO Yes No NIA � Compaisift. Edge Fitergage $11ii Dear wroi sidolws) (Ims.inglAouiviiiine XO OY 0, 0X0 I contwissorm) � a I Thoirr�TruFib6r.CLS"ICSMdSftoath.!tm Nonnhall GLKWO AquotNot�.Impmcdquot Opa4tia 1�.311.10.�,, No Y" (1x rVA Florida Department of Bu,smess, & Professional Regulation P., i �, Florida Department of Business & Professional: Regulation I— - I Fit, .!L+,_-.Lr,L,'Ir,,.,t:�b-i,;r,��szi&rlr,lossionalRegLiWtk,r P�__. I a I a Completes Edge Flitterillatill, Slog Is Dollar RAI, id, TV Codas and Stands rds l8r4.1, Building Code% will StwKilaid. I :',, ,,i(j(',�;cc-ard^,,ardar&, ll�i 4nwf4maloww*lm. x owiewoon) . 7 % Thetroll l',ber-Chen. and Singtoll -Aw Norinnal Uffix.oaquatl4gin,himpodAquat Opaque 1 13 1 rZU "' NO Yee, r1j. NfA Conriplaft Edge F6wglon Singhe Door nah Product Approval Applli:~ Detall Pr*dUCt Appraisal Application Detail Pt - Ki Ij� t A p proval Appli c ation Detail a I, The�-TiuPbw.CMmcmdSmDoth.$;PA, Sideirlirisio ' IOUW'*hg.)OLOXorOX0 ocanfliguredsorms) Nominal 1141111310.0 &quatt400-Irnp""o�t Qpwjun 1201IM12-1 W Yes riv MIIA 11 . � . -1 , U&LIMM - - . I ---. I --- � L�42, � jw ----- __ . --- ---I _ . - � amum _ - I- - - - C,Wnpofift r 606 Rbarglass D"W Dart, .on or Pa SK18111has (I namenwousatill XX ore) x kb I I . Qu L all al, ibui 211 2OLbodba 21M zoo 10WIL21L DAI iwa the, IN-alina 20 : I 1-ttilk LKA 10A l,2_r-'_'�ML.j lq gm 4 comaguraosmaj Z122. Wition NW,,d-,r, QEAN SoallawAlilions ymud" Valdes julaaftel FaC Approval Asispowd 21ALAIR MIAMI Version Manufacturer Contest 1!,,k- A uterus, VA".d Ih XWWI1d JI&MIM FAC A-plial Anal _!.`.!_,� _`V11P yt:gm Nkrury",ff Connell calln." $L 1. �Mt , "'Id'- _k, Validanel $4 trior w,� -�� rr,rgyril Approved ZLL� 9 . Thatme-Totr Fither-Ommuc, asod Smooi NomnW6&#WP&quritNO(�lrr*o�ttquot Gluvd I .1,1,� I?7'j'^., No Y" Pkl MIA Aft"iden 2020 PGT Ind,strin Jams Retail h4and-i OCC 0 - CER wmr.*DA4% 6CCV - VAA � 91`111�`IN l$n5l 1IMir.'aX ,Vr,j R_ 7020 Pal klllrl�o um- W-t sinne. Lyle R Listings M 'A.- M 1*11n Irt lollwam 11"W(I la/li4.0?a 12MU", 1 1 , , , " " �,C.7 In- - R-sti w,.,rT,., ,, - IA g , -, I- I I ' �'L 1 Ins "11120 '�,, .1, 111"i "t--1 Coroofths Edge Fiberglass Single Door clielpator Wrid- (941),se"11)(1 (70i 315-25arl cm.gory. W-s- �71 7� 366-3300 PE-62514 , 11 n " I 1 44�4 1 r�ju,_rr .,An,*-, �J)4;�I.Af,1�101) _. I (Inermenoo i Loosing, x oanloaraporl� subcsiNg.1r. Fina IrostorshisiDgenduaree c &,or �.Nrjl V.%" Walingsfermimed.dora ',;AnC*.Wry "O '_� ,a,k1&.grtxk,V0r!,c 10 j. Therms-TruPbstrCiamocamosmigum-g�gir NortlenaliII&M,litiqualkNon.imparneq�xA I-,ijjom 12r2,102EV7 Composam, Edge Fibiwilossa Single pact MN SdaillelisIll (InsinhistiOutsamli NO, OX cs CX0 NO Yes 1140 NIA F1.1124341:24 Cor.pl� %tdb.d: C.10c.1- FLA- n, ilt,19 en Compliance, 11114mall: Evahiatorn Reload torm 0 ri.-jim narrilti,md Anoll p, a Upented na,.rra � fr,T,W lingporr rL."I'_.U.na�. -,,I_ .1", 1.1 'II, : 1, ll��,J-., 1-Nal-tKIII .11 riontigurstions) I - 11 k T henTiri Fber-Clasisk and Smocim-ftr Nominal 611,0119.6 8quottaln-ImparAMIl rlWod I �U.311 W22 No Yes i Mirk causes AUU illfialesusJuas Agogued 1, IN, U" gow JPLCINASAASP-d,,� U-jib A,,,- ��uj�ltLaa_" A- -I 1, IN, 444w_ kernal.,, Composite Edge Fibergirm Double Dola wrtih or Aw - Numb. or Wallis preeli Distillation Cartel alteration, 0di In Kyliz Ouliddir H Behillm laressialor Ata.# P.'Q4V_'hIk,k0,kMU`WL" �'N Fl. "), I [.: - L. ,,, ,LZCfltIAZxMUAI1.,_r:tt,. , , Fressiurt ,It "U 2A9*24�-I M�.Ma!ll Z '411nout s�Wftbtlnvowvo.tv,mng, xx of OXX0 5 I IM It" lifisillse Irmpact 1 Mroll Filed 6Mhd- 14M,oc,25 Yes vs, I- NOA 2WMXA=d"d Anad-dial Us, AQKQUL19LHE so= I � 1 Lk"V I I. I ,L , , ": ."I , . YA, r.". I � , I I PVA configureadons) U" "L,A1 Need shand... e" pL2AKL2uuuw f&ck&LLogdmLg" .it MVMZ 26WMAM Asiblad �!_5,v," 1 Y" 12 1 Thermal Tru Fiber,011assucandSmouth,Sair Nominal 71M.0,16quotNo�1pripsaffi6quot; Glarail Imirm No Yes W NtA 7 'i, .1 A-L., U.1hom 11,1711".113,14 No Yea If., Shl I - Commitment Ed" F,b=vkm Single Duo, . - ,--.. _. .- - -.-- _ _ __ ____ OnstmargiftOluthaawig. X corilgaration) 1 13 .. Theirme-11T. Fast, On., end Smodah-Sts, Nomointal 7&*U,O &qtN 1 nnp.11q,d GW.d 1 �131 0= Ccqvpmft Gal FAturgislas Single Door vAth No Yea . k, NiA : b-dol,14(i) (IrreakelOmmusirl XO. OX or OX0 conlisgurations) L- - - - - ;-- ----- ---------_____,_-__ 14 in Tmomr&TruF:b&r.CkwhoondSmwM.Sitw Nominal GLOX,O gquot#4wimpadZquet, Glazed 12J31M22 NO Yes No NIA ----------- - -_ - ____ Z Campeau Ear Fbwgmm islingle Elder . ORVA#rg'OUWANV: X noringuration) 15 a Therma-Tru Fbw-Cbmc and �,-%Wln 3W Nominal I&SX04,quortlaoin-irripsaiddluat; Glared! 12131r= No Y06 No NfA i Compoom Edge F,borgilem; Single Door suldo Sideksh(s) (Ionameagookateemorg M. OX or OXO conft4r*dws) Florida Department of Business & Professional Regulstlort ral. I'd, Florda Depaotirrierill of Business & Professional Requillitsor I 11 � 1i FIT, Ja :',.I- III 11 , I B,r,,(),n,t, & Prolrosslorall Regulation Nl." I 'i 2 15 p Thaffrat,Try FYJW.Cbmlc and r*"Wth-Stlr Nomhol 6&#]g0 &qwtNor,irn"M,*4 Glacial 1=111904 C4rnpWb Edge Fliberplass Ooutft Door Intel or "jo Yea W WA Buildithlif Codas arid Stu ndw& hr`rr� I., I Building Codes and Standards . ,"''P. I 1 �, 'ii,*ii(�,-i�f'.7or4s�atirjaftir WMI **XU adeliters PrinswingtOutswing, XX or OXX0 ODnbgUMIQ"S) Product Approtioll Appillicallion Detail Product Approval Application Detail � : Pl,,xlucl Approval Application Death W 17 q Themw liu, P,pow-Chadelp and Sondold -$* Nominal O&MOAkasotNoti-Impectliquot Opil 12al[202.' No Yes NO WA, I -_ -, _ --- - -_ ____ _ -----,.,.. .---,.---------- --- - i I � �: q, 11� � L I I 'I 11 I -Y , , Compoaft Edge Fbargial Slog Is Door Anh !I!: Ii ; I . �. , � 1: � : Tiarmom (InstaturstaKkasiml OIX confqwatinr� I I �ti _. ------ . I '' I I I , �L ,:!i:1 I - i : i:l � , I 11111111"M L 1- 1 I "I'll" � , - ,,,,;I -, . . . I I ,�I, l:� i : 11 I . I �",, le - TheinwT(ij Fiber-OW� mod Smouth-Squ Nominal (14M,841liquot.sion-misaadquot. Opaque l2i No Yea NO NIIA t.941 gramv VA2 jets QN&hE" ft* 12111 enm of AM 21U am Pagano 299 � ... Campoeft Edge Flib@mplass, S�nqkw Opp, ImAIN Sidelille(sig and Trans.- (I-,QIOu*mmg: OIXO. WX 6, 01OX0 coolingunhad"I . um xuwm R-4- .10,10 mmumom Jurist Hardlis Wilding P"clik Inc. William Elluslars, a 11-1. X&AVOM Chad Dallas V Apdl T 04 john SWWMTAd. p I,. xdgaw alsolital fell A ...... I ARmmg afilld, 0145102,11 121`14aM �it.l dog FiC Appm .D= Vill= &LqNIKAM R.WM- "s, M �`,"`, rd9ba hVktKAIAMM vaididee III allear rhomptem, (yoderm � 64 � C Aye. , "a P r kdd" submew �&C Aparavid owlian2, (i (IIIJ171I.-I A22=,4 0411317C77 �,Mll Wwla i �, �. V� � MWO'Atsip2ls: ,,, � 1 i il ,:, _. . .'�F Endkern, �,, I.,- I ClakttqLtitor" YANaW 11Y V L: ", , R.bW Hilt.- 1-1 1. "I-,:. ,� I ;kA 291 rar, , 29m valtwed ouwrL" R ' sC A;4,0 Approwoll MAN4 - W_�rp)20 DW2112%�j !:,' . 12/1611= Am. -1 IQ a Thermal Fbm4CI&x and Soncolh-Sta, Nomarial SUW,B&quot Non-Impoolliquat Opeall 12131r= No yer, No WA cathow. Period Wift (WINS45-ent PC OW2 1352) W-2US col.O.Y; per.1 vilil 1330)SZZ-23M FIR-4340W ,113, Is, 3555 I ,�..qatrr. F. A' A iWL. ,,�; ��41, FS-58i'66 IL51 .,U.��. Composite Edge Rberallearm Single Door well SACriegarr. Malling ,hild ellin.h.C.-h-5 11,kcid.g.'r. S.A. n1therapeamosdaid'Lama l n"C"erg"YL #;"t 5�' -1 1:,Q,94� �*'r SoWW*Q onat,mmigoolasameng X0. Ox a OX0 Components MOM* Evolusillan Report k- & . - C-Ip"-Ndh"! livskan. Rep.. .- � � Z;-V.-- fil"i L- - , ,'- - - r mi Connowtis Head am so comfloul ON Fto*MR4&IND *~W*Ll��dMonJe PI.44.Ft.od..dA,.hftd..Li-,�dFt.�d. I --wwnrr.�;ttvoo�-�r, - 11 11 � .. 20 t 1rharmes-Tru Ft W-OseW W Smassam-Sher shommar Sli aquactsol __ Lo� Opaque 121l No fat No WA Pnotiftsional Emanstar Professional earn- i -,fcq� FIrli- Gool , Ease Aboritlass Single Door leeth 511dellia(s) ans*uVCuWang� W. OX or OW FLiNSIS240 Pr,dL�" WMAINALaw � � tL01jjU-R2j Fkadoa, Gonornuouis How NW ad oortonatim - - I : 21 tj Thw�TruFlbW.ClaoiCK45ftiOM-Mat NOMWAIG&M$AquotNoo.lwpd&quatGIOM 12131t= No Y" No WA 2"aAs%,&YA Aominted Tor Use Amersel For LM@ 110:111119fil DrAW, Q,aikv Assailants, A-,,,d lor Use A-,,v,d for Use least (,_'. Q"kv Aswz-"- ar"I',Yni I" Vy Ax,glrl Vy Imi option, Com I Ease Abstr9ass, Slogre Door l aw ftoodl&ti§JRNW-v,ftmq laroduct Dawdiffilto W10oli liattlign-01" In Rtiltioll ithtin4". a-* Pi _W-W 011 - Istir. i-I ce�,Lvjpr Cgimmid-Eve-41- 0#! li-HY11 OLAdd. HVNE ftesenster 11. I . � 2MA pl.,O" st, M M 1'. . I,,_, b.L.�jjL"a-c-,L cancrad lapi'al", D.Y- I, P111Z 0114,01 P alrl�l INIMMIl gieWle(s) OnWA04POUftWfV X11, OX Of 0X0 I C-0.4 Ap ',nilog ita-m-1 Needle I I 11 1 r ". yea Y. 1111", 1.iA I a tquclV�,juol '..)fill vrn, or �'d,rlvsro 'V,*Ir l2rIa"2'. l' ". Yet NO . , I � .. , " . , I-., 010 -'.I� la'-ArrIf fl,inn-1 1,rlV,I-1 I. " - f:�A NLIA Continuous Had" So wisfiCt rawnriss) 2 4ordirPlarik Let. -,din, 111ti-meak I.P.1dog 1 ��11,76,Vt Yea Y. WA ,,A 2 b, &q,dA:..11 rl&q"� &�nill V!,A,,1V." �omll IZ131=3 N. Y" No � I I .;Ir, r .., 22 v Themns-Trul'ber-ClarmagandShroolhNi NDMWWSLM.D&QuotNo�lfftW$qoot,Gloted 1 V31 fm No Y" No NJA 3 <r 11nuct ',nt ... �, onlool, F;"d#4&039 Soat �VIA, & &.111 v.V T1.0 11r31rx,21 1�, Y" NO , I I Com'' Edsol'bervinse4mocDool 4 d to,'. 1^40"no 'affm VW . 1410 Vin" We 121:slrcrl� il , Yes No i SRMNE(S) (Inwaftogt0umininvil 9C, OX at 0X0 Continuous How sing SW COrMgLr&t�) 5 . 8 414 'ir'll" 0.4cluce; Saint Vr . 'rkd,/.VW* I W)i M21 t . Y. W ! I 1 23 W ThWmil-Tru FlhW-CUmk and &,,NAN Ste, Nominal ft"O.0 Itatiot Non-fonplicilaquot, Cipaque, 12MIM No Y" 140 141A a , tq'."� 13L.A,wa So% Irlt�� T;dIdVOTY,�'(10 t2l"i )r,' Y. No I , Compost EdDeFioergiawDmrPareisvAoVonoed I I SqWWs) (I naimingloubs"V, xx xxxgf XXXX gortfigurrallgrut) 24 .Tirssiou'r,uFo@t-OassidetWSoroadi.Slar Nc,ft,�IS&M.D&qt=tNon-IpVmcdqwtOpe4u9 1213irM No .", 4D WA - i � - . , - __ __ -------- - __ - __ ______ __ ____ ------- - ___ - ____ Composite Evil* Fiberglave Dow Permit tallith vented Ehoillisil (I ns%snWOuhsmmni )Ok XXX or )O0(X oorfig-hone) 2`5 y Thamsh�Tru FbotZlessicawrid Srsdorm-Ster Nominal 6U3tB&qtoMN"-IwgacMqL�t Glared 1:0.1,20:12 No yes No WA C'smilosab Edge Fib"OkBu Doe! panels VAti, veow Sideliti �ms%v940,mNorW XX XXX wXXXX Fl*rWa Department of Business & Prcrfess�ori Regulation lr� , - Flat4a Department of Business & Protealanons' Regulation " I., I-1- . ��l.,I,,,,r,t!-'B,mwss&Profez;-�alRequiatkN, pega I di I 20 z. Thenno-Trili Flow-Cliessm: and Shooth-Slat owhigumbarm) Nornuml$&=.O&QLO Non Iffus;Mquot, Glazed 12f3112022 No Yea ND WA Building Collins arid SLaIrsilard, ''.. 11 Building C*des and Standards , _., ,,, i,l 4�ccon.5 and Standards 1115=1 C�Poeft Edge Prbeg less Deal Poneft,Lth Verried I S10014W. Li (1041AIngloulassurg XX XXX at XXXX PrOl Approval A ppllr ation Detall Product Appiroval ARAIcaltion Detail Puxlucll Appiorral Applicatim DolAil "figurations) . 22 zal Thernal-Trij Fiber-Cleask arid Sr,,c,oth �itaf Nommi OWN.$ &qwx 4on I ovaulkwal Glazed, 12131121ra No yes No i - - - -.-- - __ __ ______ - ___ __ _____ , ____.._,._ _____ Composite: Edge Foltricuil Siboc Dolls *th 311IM0 MALIUM rk# i i ii 10-1 .. iP -� . . 111,071sidl-R, 8 'Addler (ImsearlwOutswwrig W. Ox or OXO I owngwations) 226 Eoft ar V111 I Rai Dim PNKIDR fts C26 andi MAP, M outho" Me I ,J� .:ni. ty �I as 2r_. Darn, pro -I x, M _11! . M Thentral-Tnu Fibet�Onskand Smocith-Star N�illi�Ttal6LVS.SS4uMt4on-lm"t,IP,nixit nIA701 i�nl�n:-2 IN,, for, NO MIA I= V,,I- Alselifillits; Qm= LhillostuililliUM vah".d fit v.suail Audeggial facAmorgise AD., :il" -rim Vmuw wAmd�h�, COMITI&I fiodftm a Lkapsk Vail ",it In Validated samom F SC Anor,ya! bftllla&� !�� ,,I* _ 'v �.L,ii ;A.m ur.tirm .,�!, 1" I VIOI,i 14, !,�t#.nff AIE,-��! Y�A�, .., &A,,�W!4 .R,- �., ," NII, _... � 6 Composite Up Margins owele, N'U, ,o,th Ill Remission 2:120 IrAJAK0 "dime Ploduell LLC; Kard War, RIA01 N*nlW, J*hlW.Kno&*h,PF $01I "'11ILWAI ''Ill 11�1-1",� "),,, s1.X 20 Nry,,.-ra Revision 2070 L v IlidI Ac dins Thompson Architectural Tony Charnel Zacn.'y ill -,*-I ��qlr4m kill .*,�h. PE 05,017=23 owlenow r,f.'2,'),I20 12015'";1 I I I ", Q, F �14,, motei � ".6"S I, r: ,� Jit-1 � ENCIL01 11 t 41 , - '. I r1l, , _L__ _AW _�,,.ftd I 11121, ir= ODP5,11N� 1,� 11 I;rl(VWX k", ,,, j I 3&M.06 m 0"~0)Ut?,j ()n�r ournfammalion) c4mgi Rooting (417) 824-6044 It 5061, '954) T72-6224 U111". _,Xl'rIA&i 013) 744,34M Pl. ,41 l� I i I I 7 P 31 t,11454 I A.Pry: I,, �,14,1:; ! �� I ` 1 411,111r � I I I'l, r 101,111 1111r, g I 11 V., * ,� 29 &c. Themns,Tru FilastrIDIa"cond Smocitio-Star Nomwalu".01liquotrion In'WAll ,;Iacw 1.1,1311M.: No Y" NO WA Caosom Undatiot)-in, kism-W.4pst.*. 'co, C002,VY: Aoulng t.Agwrakkocov,gc�,� TrijaCA,li 11�,J,i; A,r., , � I I �". I� j,"I., 7-1 P;,. 1l: C� C,ampoeft Edsis FibegUirah,'4ope Ixt. .ran U") 0 COAVIN"to 1101hodir F.U.111A R,�i,on 1,,,Y, 6 "Caporgiel Rooling Aemmift ,nart a-mi I 11 ly 1. 1 I, � R',l . Sidellisk(s) (InerwingitiOtna,mang X, Qx or 0)(0 Flats, R.9%.110 N-Wo . . L-ted From l�Wul Pon ofthe M-111 8'.1 1, I ',,IN0hLW 1,71" � . I oon*ratt% prr"Ol.-I Lno-mr Cempliar" Nstho& F-Wt P -a- J� a Ft.,MR.O.t�,�,.�t,�4.1,�,(.�-.dfk�Tot r.,.i.i,l?,,j, I-1.11 I 1. ,].. �_.11� 30 .,it Thiamine Tru Pibet-Chm.e and Smicoth ,Qta, NorrinalN .,0&quotNoml.pa&Aqu&�',Wmd 12P11Y`:22 Cor"posda Edge Fiberglass, boultie 1)*, ,unl 1,411 yes No NIA fL41n2jZP,9Prpti prrollei,ton, JI%W.. 311039,10 SW*Nbs linsviingouts-g, QXXO I,.,Z' 131, R2 P -,I, 31 am Thissmi Fritief-Classic and 5 moot"Slair WANOUFBUW) Nominal 7&M;D llquct�Npm ,polstp,at t�h.w I..31 1 11� 2�., No Yes All, NIA 1W Product lo,M Marble or Name gmddLA"4"d arlodherl D".,Io.. contempt Exaltation 04, alasiesidlis.10 ABWXad"Lft kir ["_., In HYNZ NiOAk WM ft'Sit,Mg P�l L6EjLg;mtamggsiL Quallor Assuame, Aw,wd (.4 L"KVArArWKlr &kl_,,�_,S.�,, Al - � � , ,l I. Q.Q hi --. L � �. .1" SWOSCOIVN41 kips Gla.W F,b.12I9sl.'*i1i;lW I TAIi Rpol Undersnoriqlaba (InimQ) R.a.moser'-sol. for ".. " , 0, �%': oi"�*a,!I yes W NIA MIA Al" PIWL.jm." Fkarner-Plarne uladull jellneard, CauumLLWALINW-Ut I,,, AwAlugigEmn 1, .Aftlz 2WAftim mm ILI'l" Lw � , �I- ,,,, Ill W,,t�, n N-, .�_-I.� I . . . ", ar., " 11, I " .- � :; -W - , llj:,,� Fil r I. -, ",lea- L-1,11-i AA.,,mi, A40ev.-I, �-,, I, - 7 , , -'r'." . 1 I I ��("11114 . �,,,�� Lxml,id, lqv.z ,,,,.,,,,.T III-11 . 'I, 11 ?" . 1 Doormthar,whout 1&X3Q2,,�dPi#*jw OnaniengrOurnsiring K. OX X0 at C,XOccoliguatoos� .1 `rAMX0 Rod Unddr%yrn&m4*tN0N44VHZ) ponwo,so. R.A��,.ill�1-1.1,1�l.,.�W-�l-.H�U os"2912112s No ,,, 1". JVA I I.mr..., I-Q11IRdipeWillsithaaaffislar Tic 10 I.-I'la-l-blatol blind OOOOK025 ` Y. MIA f,,,,,",'2� A-, mrws-.�. 2 TAM,., ,� ...... R Ve. !, ; AW, I; Off Ridge Rod VWI vnia as hes, W vs QWMQB hql, -�li,,,,.'--t,t�l.�14,11.9,014dbaft 0WO&CM16 M. Yes ", Y" MIA NA . . . _ ______ 4 tW10 Round Top OW -Ridge Vand wei Below, fW To, ,! qi VII-11 1�.f �Nlblalor won belle (0091!2" - ,,, yes MIA I _ - - - - -_ __ - - . � - __ - ____ -_ ------.------ - --.-.--- __ ,. ----.,.--,. -----,------ _________ - rlo4da Department of Business it Professional Regulation P.01,01 Florlds Department of Business & Prolessiotal ROqUIZItior I I Florida Depmlrrto-if .4 b, t,ioj�, ; .F. --Ir,�fir-s5ional Reguliallon I ,,,, - � - Florida Department of Business and Professional Regulation Building Codes and Stands rds inez(1121 Building Codas and SlArt(iiii-Is , .1 , i',il,:,I� 1',cJi.I d �,,��, loaAs �.. ,,l ,1� Building Codes end Standards Product Approval Application Detail 311512022 Product Approval Application Detail Product Approval Application Detail _____ PIOL1111(t AP13Tnivell Application Detail (n I 111i HIST"1411112 . - � I i �� - 4,� L. GM em of 20 Do ftIL-P91111112 A" GM AUULK .9" jU 2".Mn= so �� retly W , 111" Ik" 2 "A �- I Ill FLN5259-R31 I I= is= P ... 2020 n-hics,mar L-1. 21111111101 &nocoLkL� Xildlud& Katine jellies, Jerml L Ileasinse. i Glema, M Udch. FE xamm AAKudw HICA...'s, A�ted aim I '1021XI,N) 1 1,'�%;,", I I _11t1r.0 20 ,ins M Allot- Illat venwor, U.-I.I.- qril 20? 1 � P.4.4 conad Efmb� a Lk� Validated Ilk Am- plan ,APW U.5- P.I.alson, GerrW "it. Validated Wasill FINCA-rined ,!'I)1r.`l' llf,1212020 Agair - Ti 11461:2. .1 . '. a,N Y �.-A Wonubgrn.191 . 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A.""Arear. � ,,: T-,,.+-- F,%v in Cgitrippinct met...'Ll - � �- . �L,, I I - , I F !0,4a R."g.le't: - , " e�.,; !, P,ri-,0 I S954233133OSmalpefopolyglass SubCartagont: com KneZevch, PE PE-59166 (954) 772-8224 11MU202D rwrieri,srol Emonter Pt#114S R12 i1rntx,,, ,:�, -,Oucls Underisynniants PIA172U.Nft.i&. CL,&hA4mraw,t Amorroved for Uss AMMVIdforuu kinin f%aW,1"76-R6 _� ILL, Compliance Method: 910113YA129MU Agoollisij9LIted Awned W Ila limited at" AIVL-* L �fty - "kaft I "m t irr Sol Chr Engine " Vagan i V. ft 0. -ft wo- 0 1 Y W ILW 01"'ONAW a "ll �+ 1�ljll iI � 15211 �21!�_-'401�' M'C_".'�r:2:2_� 91,rildu AAsirindricat E,.plde 1--u-mak.tv � r;o,Ip*4ctEx Latici Agoic Aid to, .,its djZ12.i�, imrsict Untor ln�ll.,I?��' :.),�Njo IiVil" Rtsn*��t 1�,-%t�.,,r� E I ElvelustionReportlinam uu and, , ,al, anaML2waAuD QAX *1`!njZn`1b1!lo W MAna *Aside KVHZ Nmi%Uit lansure Thwish aarl Irmp.rt i OU r L'Ag. Q,ai ,,a o.ld � I .1 ..1 V1.[,oir.i INIU, . _ _ . r,tmti,iat.l�'�Ir '11 I.W ,,,,, " ," .." u� IN31,r�=2 , _ `( - W., ,� 4 a Florida Regicmed I .!�, '! llxt�v TiWDW!k-A,, DA-4 I- Ismael Polsprourtem. Flask PL,4 Verl, No Y. if. ,V I5,, W �, 17 %xim),11,01(i lusle 1,71ame A amp. $00 Shake F*tPro$*-*mklm CIA �:i,111110110 No yet NA n;I wnw�,t ti,w,w, r," 6_1 ,, - I"".'' -&-i Arch rlect or a L censed Florida "essonal MoollanslailitAftchodlo"ood(wk is S-ory SCID - 4.1, ,h.h. A -I, .'�plrt Shake ill sinor)"M stok. ,.W, A.'ri, sold stink. Fal P.M. - Ri.k., CA 1 2,111,7vo P.[PhA*.M.kt� CA ,I U311 =0 No Y'. i Y., INA IVA 11.11, 11 ^,�Cmaa-u,,,Tej�r:�. ;Ilr,.W'�Ilvr��. I'll � -1 I conuoot.d ""WI-�l!"i ","I . � �, � ,, !� .,., - - or r"I *V ,W',,j ��:, III—' 1'r, , , " " r, I i� � I �.`,,02 � I" . I Y's W.- = a) Engineer �) S.-Y I. 1) 61110. 'I'm. Sam.. Son snake 27 Ts. lisdan. I U.-Wo. Fiat Proft - Road. CA 1 ?�31 am 40 Pf,04, - Katy TX 121'31tc2l NO Yet 1�1 Yes P"'. WA I I (D FLAS2M4t3l Products 2lielilly.heeiiiiii Agrommad for Usa SMAJ12LUU flailed 2190 25 MIN i- Prone � Katy Tx 1'11j�,-C ,�, Yea MIA r = Produat Model. Number or 5 akska @�� Product OutsidallIM YA;�_ PmeML" 0 . 229-1% 2SjlL%j1*n M�t f Pal assillooll'Und:i1eliew III Yal Rading underlsyments (111`21111AIM He I we NtA -WAI-M 5 I � - I . __ __ - __ - - - __ __ - - "r, - __ - - - � ______ ________ .-------.--.--- ---'--------,-- __r_____ __1 _ffi � : PolyglassRoofund Yoram �,_W"Zr W lines tor u P*glais r" WK~ ,,, in FOC 1=300M Yes No WA I*A ............ HVH2 Wadliallons. > 2 Polygirlislis ROO Uncletheynti (nar�HVHZ) Pollyguiles roof andertalimeress, ftr use n 1212Y=3 No Fee non-Hvitz Art"hations Yes VA +WAi-=.5 (Z C) Florida Departirriert of Flosoll lomfil-s5lovial Regilailion P..J*) 0, Floods Department of Business 4 Professional Regulation I � k, i,ua Depirdfir wal or Hjsne�s & PN �T',,,I.,,on,�al W,lip, �. � �,. fn,a,t I 4 I 1 Polygass RW Urloarlayntern (HVHZ) Polyg1&jsRWUnd0lkyAMmth(W-HVH4 Poargliess root uniderittfinersts Ior use in FSC 12/2Y2= yes "V142faarlediallons 140 NUA IMA Building Ccildw6ana Standards 1r1-Itx2,1 Building Codes and Standards I &,IiCIW Codes and Stwaords vor.ty2ll > I " 0- 2 P a" rod "eMqm art$, ftr use in 112=11=1 No ,V the a yes WA -NW-C22.5 Product Approval Application D" Product Approval Applicativii Detail I PT,r(4x1 Aippiwml At 0, i � 0,,�1,4,1 r non-l-q'il urladlotions, : pl, ,fl 0- 1 Polyglarn Root Underlaysisents (KVHZ) P*94" rooll'unorrisiments for use in FW12r2N=3 yes HV11Z luredichisna. NO NIA WA i� : MOW -.------.-- ______._ _____.__ . . .... i IT ... I � .. .....---_..-....4._1 _ __ . � __ __._.__.. 0 s< I I A 11 ft#LZ"tj4jj I � � � I � :i I �' 1, r , 2 Polyglm Roof Underlialment, (non-WRZi P(*Vlass roor unifettitimeres, for uw IN r12123*023 No Y*$ WA -WAi-622 6 G292 � Emirty or 21111. 2911 Dole Pending 20 e.26 WIV&Z 20 Pat Q*tP�e2m all � .1. '.,.I 1, C'Itlo F BC rugn�HVHZ juimkbom, Lug Version plalurpechaw Contact Epainewl t4litnever valloared Voilditked SolilInt"Al FOIC Approval Approved stals- in you,ni M..t-i,,, r.,-..t Erialow a Laterite, Vadow 31 Als9m Sitanal. f INC Penland ARGMkt�l I �11,% _�= �_- .� _,�_I�:It._fu L.1 .I --ii.w,nukL_� _ s"Alst..114 1,19-- ".. Nlang Drip VA'Allisal __L_1_41,t_I U_ A.-j"o ., .,", i L. -0--ij I Polygass Roof Urasellayration, (Il"j, Polinglasismatfund~eiftfor useln 1`6011212311=3 Yes NO NIA WA R.- lkm All A�ncarm Vhtmerr% and Glass U as antbad Faulk L Bernardo, P E Troy bishop. P I- 1612FICOA, 111011")"N) I 1 IONI;" 12115=0 Apprcsred Re'"co �0210 �P_ Ir-4 .",; ',-.0 E-Jusdan r�. LLC Wll- M, Rank". PE I(Y31122320 �412:V:�:+ 1 1�01N,10 j1ioQN , ,.l,.,rI I I I �11111 I . . I � , , -, � I -z p4w 0a, I I � Ll tr� � -.I I �; !ZW," .� 11 I,. �, ,rO ,I �. . - 0 ! 2 Plilygill Roof Ur4efkyffierft (noA-HVHZ Hv"Z turledichoms P*glass roof und~rmtsi Itter Lac IN 121`23r= No Yes WA -N.AI-=S C 1 ."Y ShAll SubC&Wgofy Starim, Flanols (561) 712-9982 PEX1046549 kgoel��u,174MLIX; mlkeboalim�ioWshLOO C ... am ,.,.A-I C �lt. 30ticateg." " ,.j., (3Z 1. ; 1, - IN I (4073i ti-a.'p-, � -,.- I f.�I., . , _ :, , .1, - :,--,, �, I -1'I' Z1 I I �1, , r f� I I If', -�7, - I , I I , I , - .- -'I!rd-11,, - � =3 1 F OC no"44V42 jurtsiddhores. 00alliollancehilethail F-1-b-11srsturtilroming Fk)ItW "Int-1 AtCF,Itftt 01 a L.Ioiwsexi Ficirsda raw. c�mw-.N�I.Lf..I�w-R-.til-. no0,11 C-11-Iln btly . - 1-1 � C -��Idoii L _0 Full 71116943 P,.I�W"l is"'ph", Products FLtlM.R7 PrInjuta ; ,119 .... . I,,, � ;� � - .1 � ., , , �", _ _,r-1 r c-it �, 1. f I 0 Anniesed for U, Aft-yed fui Us- IMI-A '�11�117l� i t � L_ SMS Product M004A Number or Iftm!! Qual,ty Assurance AbefavegforUss AparrosagilbrUss Initial onwart Pholi DosciftirLion ContfarittEnjinitimon pal W HVHZ outime Hvi PAni3ft.t lasmaninit AW FEVIMM"Fl. Nut"bor or I TrAr 8CGAAA:l Hight, Skwg& (H &smo, S) PrIoula-pWrli Qgi:��%ii& M-W 1�_111n, I'lit., IMIQM4 In HWZ 01111110-11,1119 Y_ 1 alliam MIA 1'" : " " C-1m, P.-Aw. L,Ua ,J 'L, U" A_,.Q-jjALAhk Yj.v�L. I-kIll 1 D_ 1 24ga Go"mtm Steel SID" Panels 249. (_Wrtziao stem! st, I,., I .-M I 2.PW�oa yes Yes Y46 NIA .1 -Ald 90WAsplite Marge, Plah, Wit., :.1..,+9; W., 1213,112024 I" ,,�& MIA "', I � ";L- -.- L,_, pi, 1,;Jkt n,Ll_ttZ_R1tl,_, FI-IL, !_�_In�_29_ Can&" DMIAl LIV: 1, I.Wk, ol"* 13y, tit-,l!'Lut p"ttyrst < ___ __ - .-..- � . - ____ � ITW 81CGoante Truss 4 ITW aceurpre, lim. tpl�, c:kly- l" Finite IWU2024 met., connaltor IpW. 12fW202. � ,,, I., fat MIA MIA , , I 11 - � 1 ". 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C95Z)f9wason ILL: OU11112021 OBAWMI W2,7071 4v-j AsAlia, Z020 Vil"rhatt- Castel strudel Comeortarts, Rod &Wd.m CIC P-1.6- 9-k. Li I- Let- p V (253)9244470 �601� @31i 02022D21 I 9A 302020 MaM21 AW-4 .R."'.1- M70 Alpha Aturnavre. Ins. C.11agairs: Ferrel Vftlla J*" ill" LWs R Lorna I %110�o I'A uW PE f4oTi shis-2006 PC, 62 51 4 .717, 211 04U. 11AU2921) li/11,1111:20" 1117or 111111� ! ; Virtual Review Assist, Inc. < (1) oulacid.pary:11i FMW Compliance 0400d: emilusson Report Rams awasidenem, - (20, 5ril"&x S,6C4ftgarr. Saglimearmil Lumber camp"arsts Now": evaluation Reparl Itain a slow oaidlo�llr_yermii ... - SubCamporp: stamps campasnet unhod: Evolution, RI pont ,im achashirrilli-ftenodid, low r Plans Review completed and approved Z7 pooduct sualeation Gavy product Evarussom Filter Flond. R.".1eci .Oln-1 �� I'llirso,I Floods �Uarml E.Woem ! for compliance with the 2020 FBC 7th Edition = --i tL=21.npro&ld2 EUMRUAQ4" aguagmam AMONUMUM im=MLWWU 111111111111. a" FuHIMAt hagim, � i by Debra Anne Klahr PX2300 < 111i Number all Name gmmuwmmm agooLakman" 920"dxmboouu AM*Sftd In Is Un fflft Anofmw for oldlide WAZ IN= liteem 91:111110 hmgn hu ard" Igal nLntw Of liams Product Deatmoddin torined LAratlon Cat In HVHZ ouldde Er" assistant IstmisiIin, gLwhAsBKW-t AMq)izjlgt_Yjt Aaaratied for List b=d .."j," . __J I -OLRAMLIMM, W"Ha Is g. mra .0 lons, admitted. posts IV31=2 Yes yes NIA MIA I IAr,,A- LIA Leman.lear Wherm, i-be, 13""Ir-021 No �.l R!A ,,� b" ftodimi Media. MLvftw or Ham naasLaueo" QlallAWILAQUALS."a in hill awmalml elem F ,,,� � o- 2 Min" 18 0a. super 1010 Weago rival cormli phink, tv3l= Yea Y46 NA MlIA 2 Palmieri, PSI. poraft, stand Lumber, =1=3 mid f. MIA WA I ApAA Alljoinsinn I'VIM Aans WINN AWTUITUrn 3011111 Abbe Ainallum8olld &am. Varied Alk"umn 131r;0"21 No Yea No 4,1 . . � wo 16 16 a& bun corintoor plaw I 2131 fM 2 Yes yet NtA NIA � IonastartAre ld I 5L Laminated SV"d Wrots, "�VZCII� r4L ec, IVA N't, C Mau Unip; Wal saw cwu &al wood I SHEET NO. 4 L17100 Is as high .on, ft% �.aw p4ld 12131=2 Yes, Yes MIA MIA 4 1.1 aprin spend ftUCb;M Composts! Lumber a � WhIn0albW I 1r, ! I'll I .1, I., "Ilk NIA board Plim board I S INIFT-20,113 70 06 " sesta" nes earmselar P4010 1 MITI= yes yet NfA WA 5 Weveon,stat Rom hial Oriented Stand luern! Ram ftend 0 Y 3 I Q02 3 Q. f.. WA t.A I 6 I TO& li Ti M720 1893mil"Comil al 1 Z3,*022 2V at ont, commors p1#10. 12131=2 Yea Yea Yea fli. 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IWO, I-Mmpws O,Awrtl &,Ovv �A." fkw ��v �4"l -C)r vilov elm ow owifrx (02412WV YM Nb 2SIX3 2 so*. 1 M a L�-- Or An" 60% Gk- Ow Sw 811111W 11" 1"Aic 'f;, U-1 'Ahalft. 33.1)71 (12OW032 We Nb .40A40 $I-Irn 3 (10040W N, Vol Z&-45 4 awl" 130 ix t A.&A &ok% UU- D_ VW vivo V_ t�� M, U 47-1rf*. N, YM Nk. _215.12S C/) Cz > CU 0 < CL (1) cf) MAR 0 2023 0- A 0 0 I 4 LU Virtual RevieW AssiSt, Inc, Mannan :5 014"a hView completed and approved 0006afte with the 2020 FBC 7th Edition I bY Ntfa*lfle Mahr PX2300 7 0. SHFF AugLiSt 10 2022 1 __LPA C/) 0 FTT,�,, Simpson Strong -Tie 2020 FBC Approved Products UPW d 12rs"20 Wr="-q Simpson Strong-TiE 2020 FBC Approved Products Updatoil QrK"20 Simpson Strong -Tie 2020 FBC Approved Products upcweci 1 Simpson Strong -Tie 2020 FBC Approved Product�: upolved 1200=0 a) CL 0 0 q Fordrill inks 11 Oil 68T below, QLjLqX_U&F. v0=1 For direct Irki; toe)$ 8ST approvills I Ste d borimo 0- For oddillolial inforow,on segeraing Florldle's8tatewilde Predict Approvol System and Mar,14Dade County Notice dAcoaptarri (PACA) W9b-tLrall t,Iii� P-trO 4l,i f I H ftf� To frto�irr,,Illv i'lorkdr!"; P;frlf1`e4!1 FL#23MR? FL#1064WR5 Face-itt i v.i i I ji 'ro: I - li'll4" to 3- Cl) 4116" 4norrairld 1`18 rigot (3) 0 -0 .a� Produict Model. Number or Name Product UQ1.4400fiQl) Produ Product QWdil JLU Product Model, Number or Narne Product Description odo;s lts� ,r�tiri o,tualto or 0 0 _a I iten Stainless SleelConcrete 8 Vattuirly Screw RTN 55) liri'ddarrete, I iten t1miles-, �Jleel irrabomy screw 1 A21. A23. A33, A34. A36, A44 Angles, I ET. BT 6 Lil Book T tes t"'k I 1 (3) 2 APA211, APA4, APA8 APVA21 APV/�4 A;5VA6 Outdoor Aocento Ani)lr,, 2 CMST12, CWT14. CAISTCI,3 CoNed Stsaps T` 11 i S Seri" huarligars a,a�tabkt Ili �vcnll% ioiri iij 1, �11� 0 0 APj�44 APB44R, APVBbfj, APER36H. APBU. AP668R, APS1 DI 1) APU1 U'l _11R� ARV114144. QuWoor Actetits Pci&t JAberr 3 CS14, CS16, CS18 CS210, CSZ4 and heights rarigIng flom to It)" FL"5"-Ri V APVE34-IR. APV666 APVL%6R. APV888, APVB8SR, APVB101L, AO/tI101OR 4 a, CSHP20 Coiled 2�, I GL3 A3,SDc 3, 1, GU6 25�SDS frace-m*urO hangom 4 APOJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6. APVDJT2-4, APVDJT,RA. AFVDJT2-6, Outdoor Accents Desk Joist Ties T S211 5 Comprestdorri/Tension Strap 14 Ll. 28. LQ210 Face."nou"t hangell, 0 %4- 0 > Product Modal, Number or Narne Product Description APVDJT2R-8 r1SP, SSP, TSP Stud to Plate tic 15 W 7 Fare, mount harignts -0 E 0 1 SD101 12DBB -,D91 Outdoor Accents Conneolpr $crew 6 APHH46, APHH48R, APHH61 0, Allor-1111-1611OR Outdoor Accents Heavy Harogreir h1l, HIUA, H2,5A, H3, H5, H7Z, H16, HIGS, H16-2, We 25 Hutricarre Ties 3, Ll_`_ b Face-mourit ilarigers AAe w ,siths iiiiiiping from I-WIV'to 4- (3) L_ 2 12, SDP21 2, SDIO112, S01021 7 Sunnq Drive SO Corine(Acir Screw 6 A14 APLer APTA, APTS, APVt-4, ALPVLO: APVT4. APVT8 Outdoor Accents L arid T Beam-ta-Columin Tier. Ilk HGT 2, HGT-3, HGT-4 Heavy Girder Tiedown 518" .4ndheighh f;,g,1q lit 'to 15 Cz 5D91 I ZSS, SM2 T 255 Strong Drive SD Connector SS Screw 7 APLH224, APLH24R. APILH26, APLH2eR, APLH210, APLH21 OR Outdoor Accents Ligint Hangers 9 HS24 Hurricane Tie M(,Ju.25,SD,1. MGiJ*.60-SD,6 '_L fac#-Wouri harge,ir "o C_ IM 4 SXP� 14'44 S1 o ", 12 SDC F22014, SOCF22700, SDCF22858, SDCF 221014 SVong-Drrve SDCP Timber-C-F Scnaw a BvLZ Sock"Vereer Ledger Connector 10 HSS2-SDS11 5, HSS2-2-SDS3 HESS2-3.80,$3 HSS4-SDS3 Heavy Stud Shoe .1, 01, seners Faco-wriont tiaropwr avadable in wdft rangingfrom 1-9PtY to.,- Cn SD�� , 2' 1 1 221334 SDCF271988, SDCF272358 9 C8T2Z CST4Z Conceale<:l lik-a rn T les HST2. HST3 HST5. HST8 Straight Straps .'.'512 SDCP22614.SDCP2270D,ScCP22858 StXP22912, Svong-Drrve SDCP T irn per-C P Svew 10 CJT3Z. CJT4Z, CJT5Z, C,JT6Z Concealed Joist I res 12 HTS16, HTS20. HTS24, NTS28 HTS,90, H I S30C Heavy Twst Strap 19 100S25, MUS26 ir,)"--11, ,UiCP2;!1 IOU. ti�P2211134, SL)CP271400 11 DJTI4 Deck �a*� I c 13 HTSQ1 SKTZ, HTS020KTZ Heavy 7tiosit Strap 20 SUR SUL SURC. SULC 1w,gots r , . �,DHR27400, SDHR27614, SOHR31400, SOHR31614 SVorg-Drv*SOHRCombo-Head Screw 12 DS Ory Vivall -Stop 14 LETA t qlyr Floor Te, Anchor -_oj!8' and heights ranging from 3.V6'to 13 ITX S0625112 SDS25134, SDS25200, SOS252112, S0825300 SDS25312, SOS26412 Sbrong-Orve SCS pleavy-Duty Conirmtor Screw 13 FC4 FCS Forrin'"TI Chips is LSTAD, I-STill LSTAIC, LSTA18. LETA21 LSTA24, LSTA30, LSTA36 Starglit Straps _,M flange version (SURC, SUILC) available tog all doi&,- SDS25500. SDS259DO, SOS258M 14 FWA47 Fr)i,r nstron WaliAtirlk- 16 I.STI49, LSTI73 tilraight Straps 2X i,� 4X nihod": or, ty souts, flilrige, is ocircealled 8 SDS25112SS, SOS252009S, SDS25212SS, SOS2.5300,1:-S SOS26312SS Stiong-Drive SOS Heavy-Dulty Connector SS Scli 15 GAi GA2 Gusset flurgleil I Tfl',10 LTW 11"d4w, �1 21 Utwires hangers Fa.e.rnount nartgets, averiable in ,%,Ctb�, ranTriq ftw!i I --qll &'tc 9 SDVVF2716, SEAW27'20, SDWF2724, SDWF2726, SDWF2730 Spong-Drive SOWF Flnor-iocf-FWr Screw 16 H2A, H2.6T, H8. HiOA-2, HI US. H14. HGAID Hurricane Ties 1�� I TS12 i.7SI6, LTS18, LTSX I gilp 1�rcittsTrap 6" tirild heights ranging from 2-�Wa' to i ". I rof, 17 HCJTZ Heavy Concoa led Joist Tie I u KqCT Mwl iu m i Girder Todover, IS HH4 HH6 Header Hangers `0 rAST27 MST37, Wl MST60, MST72 "Rill straps Fl 410007-R 19 KSSIZ Knose-Biacti Stabduoit �11 MSTAR, IVISTA12 MSTAIS MS1AI8 MSTA21 MSITA24, MSIA30, mSTA3e usTA4,4 Straight Straps F 1 41 Dfiti 7. W; 20 L30, L50, L70 LRO An'llet, 22 IJSTC228, MSTC40, MSTC_-2, W'FC46 M6TC78 Svetightstraps JW Product 21 LCE4 1pls� 'or 25 1JS7C48R3, MSTC8863 Pre -sent Straps I ATR:W8, ATR1fZ ATR518 ATR3M Threiii Rods 22 LSX, _S5U, LSIO, LW Skswable An gles 24 MS� 1.1-ci PAS713#�, MV MST172 Straight Straps I BA �,erkfs ijrver� T ip',rije haligeis aviliSible in widths ranginrg from I V1 el lic I- ATUr)1.5 ATUrJ6.2, ATUIW4, ATUDS-2, ATUDO-3, ATUO14, ATUD114.2 Aluminum 'faii Device 23 LSC7 Adjustable Stair Stringe( Connector 25 ti,1TF,1,1 NITS18, MTS14, MTS20, MTS24C. MTS30, MTSW, WdilInhTwist'st'att 1,18" andheighth ranging from 7 118" to Xr' 3 EIP318-Z EP112. BP112-3, EIP5/6-2. BP618-3, EIIPW4. SM4,3, 8PRTUID3-4 Bearing Plates 24 1 SS 26,12. LSSJ26RZ LSSJ2812. LSSJ28RZ LSSJ21OLZ LS=1 ORZ Fwld Adj ustablo Jack Hanger t�CA;Nl Orl 2, NCA20 2 12, NCA2X6-I6, NCAZOO-11 6. Nr.AL1K'2 W 13,fdRing Top f4rile vAdIhs r*riging from 3-Wto 7- 4 CNVM CNWV2 CNW!V8. CNIVeN4, CKW"-1/2, CNW3/4-5/8 CouplierNuts 25 LS81l 81, LSSR2 1 � 5�Sri!2 37 1 SSR';1 96 LSSR210-2 L$-IR410 Fieid Adf;islable SlopeablefiSkervable Hanger PCViql2, RCWR14 Wari Bracing 1,1R'' arid firtiWit& tanging from P-1 14" le 24" 5 CTUU55, CTUD65, CTUDW, CTUD75, CTU076, CTU077, CTUDS7, CTIJU88, CTUD97 Coupling Tall Device 25 LTP4,LTPr, Tie Plaws 26 RPS113. RPS22. RPS28 Repair Flats Sfrap .1 "nesnangers lopflaingothar.letts CTUM, CTUDW 27 M(2.3-7, M11242. Mi rAI 287 M1 �10_7 Angles 29 RSP4 Stud to Plate Con nectorr thlit" andhoiyiit�. ting�,,y ;turn 7-114" to 24" 6 N3. N4. N5. NO Heavy Hex Nuts 26 MMHU Rocit I w L�Iooeri 30 SPI. SP2. SP4, SP6. SPe SWd Folate Tie 4 Lrl�,HP- series hangers ! ,p fbhqc, harrigors availabic in vAdths ranging from 1 IM" to,., 7 RTUD3, RTUD3B, RTUD4, RTUD48 RI UU5 R7 UUM, RTUD7, RTUD8 Ratcheo" Tali p Deti ice 2D MUHU flar,;ied !�crof Carvoctiv 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie t,;il 8 TUD9, TUD10 I ak-Up Devm W MMLWV, MMLU26-21, MMILWIll, MMLU28-2. MMILU210. MIMILL11121111, MMLU139, MMLU011 Face-Mourit Hangers 32 W.5. SB2.5, SS��. SS4.� SW d $Iroe 5 L-55I Fzv,7, EQ-9 series liar �o:, op!ange hangers available fnwdths ranging to ri 14 to S. 9 T UVV38 Fake -Up Washer 31 RBC RBCP Ror:4 Boundary Clips 33 STd, STIn STIO 3127. ST292 ST2122, ST2115 ST2215, ST8215, ST822457drA Slaight Strars 713' and heights ranging from [ 1'k: 14" 1,2' ID URS1 310" Uplift Rod Run Trodcowri System 32 RST-3 Rvof lie -Down 34 T820, FFV 7, T 43f; rB36, 1042, TB48 7864, T1366. TEW r"r,%rQr j�tlo.,igiiig 6 F7", �Wlp� Top flange hangers avwlali:104 1, imrr.tfiti Nom 3-6m, to 7. 11 UR54 112" Uplift Rod Run Tiedom 33 RTC227, ITC42, RTC22, RTC44 Rigid Tie Connectors, 'if, 7VVP10 7W612 TVA14 Oiall Bmrirg 1!4" arlij lJr '_4 '(J i 1 114' to 32' 12 URS5 Uplift Rod Run Todown Systern 34 STC STC7, OTCr HTC4 TruntaClips v(-.1. v(.,,rR, VGTL V:4Tab10TP4Cr1 C*, 11i.0 I IsIVAI ranging fircrit3-114"lo,6 "A" 13 URSO 3(4" Uplift Rod Run Tedowri System 35 TX37, TX57 Tatters Jack Clips 37 VVIFICiii '0/S100C, WBI28, W8I_-eC,'4-,jS143C Ylosill Fkw I, i o 1, 9,,,� T, . , 8 1 f,2 , to I 36 Z2, Z41 Z44 Panel Stiffelhei ClIps 1 1', ; trie- ,je I,r ijrr, i if jef�, Uv apricle unotidthis ranging fion i Z 114't) 1 '!8 FL1rlfA4i-R6 fl-iii 4o I -ID sales, haopeiis vi, Tlarqe hangers Jvailabie iWeAcitit9 1 We'lio 7. FL#110447-R5 "!2 and heights roinging from 8" to ?,3' ItAl Product Modal. Numberor Narne Product cingription 122_# FrodW Model. Number or Narne Producl DMWIon i 110 1 IGLS -series ti irrigers Saudle irange" avaika ble in ^Atiis f, ix,i b' 1 M" to 8-715, W i FoTT2 I li,lrl down Sea Is Product Model, Number or Name Product Description I CBH2 374 5, CR142 'f7x7 63, CIRH2.374.75 Cnrcealed haingeno w ri,,i heights rarging f7or- 1:- 1 � ViDC1014, HOC10122 fluld, -down I AHEP Adjustable Hip-ErId Connector 2 LU, Ut IV, DHUTF series hangers I 4k:,e wount (DU. DHU) ind top -flange (DHUTF) hangers fiCLi 7up %nga hurgers wo�t t,iv n -,o,itrt, i dtill �� from 3-1,14�1 to 8. HOW, HHDO1 1, HHDO14 Hold-down 2 DSC2R.SDS3, OSC2L-SW, OSC:5RSDS3. DSCSL.SDS3 Fatig Strut Crtrinentirm oviiiabit in widths ranging florin 1 -9/16'tc SaWand hw�, *s 1?8" and heigbts tw,pi,q fi:f, 7 10'to 32" 4 HOU2, HOU4 HDU5 HOW. HOU I I HDU1 4 Hold-down 3 GBC Gable Brace Conrivictist rangirg roring-Iff" to 21-15118". lo'l I Inp flange hatigeos 'Iyallable in widths ranging from 3 1r4 t:: HPA26, HPA35 Strap-stryle purin archer 4 HOPI 81, HCP2 14CPA Hip Cornef Plaw 3 HW3.63--DS, HOU5,25-SIDS, HGU5 50-SLI$ HGJ5.t,2-$L*, HGU7.00-SDS, FIGUT25- Face -mount hangers .1il jndhc�gIrftrarigingftomI4"to33` 0 Sitap-stpe hold do%r 2 lIHRG42. HHRC42-2 HHRC411 51 HHRC", HHRC5.2513 25 HHRU5 375 12. Heavy Hip to RcigpCornectors SOS, HGU19�00-SOS 13 HIT seres J'angem, r up ilange hangers avallab le on voc;r"S"c'11"I"� ilUlTl 2�5116 tic 3� 1 MASA IOASAIP Foundation anchor 3trap HHRCW 4 HGAIS set", haingeri 8 MPA132, MPAI" Slrapsty�e Pullin anchoi 6 HRCI 61, 14RC72 Hip Ridge- Con Tie cloi 'Atd" ard hei0trits rtingi,rc. tro,11 L VI tic 12' lr�` 1 14 H."S I r(!:j r.ar :f, Top tlanile jurst hangers arpooblef In wdthis, t;;nglng from 3-11ltil'to 9 PA18, PA23, PA28. PA35, PA51, PA68 Stirapf-xtyle pu rlin anchor 7 LRU26, LRU2.8, LRU210, LRU212 Rafter Hanger FHS, I I r, HH(.,J) 50,SDS HHGU5.62-SDS, HHGU7 00-SOS. W-rW 25-R,0S, I-are-rrount hAr,inri. !!t-wl 6' and N�ighls 111,01nD front A W..." to 113AM, ID PA118, PA123 PA128 PA135 ap-slyle PUT lin 4 nchor a LSU28. LSSU28- LSSL12IO Light Slopeable/Skewable U Hanger hH5[JQ.00SDS 11 STHD10 STHD10RJ 9 TBE4,TBE6 Truss Soiti lchhancelf 6 HHUS26-2, HHUS28.2, HHUS210-2 HH1111S46 HH9Ju;48 HHLJS410 HHUS5.50110. Face -mount hangers 1,�� Tr d llc,�qts ia, Tgri ig frorn:t� III Ll" to 15" 12 STH014. STH014RJ Stlgpsty�e h6d.do.,41 10 TtO2A TC1.6 TO29 Tws,Cl,jr H HU S7 25110 K. r l`-) avaliaplatr all ithodels havingwidth wl� ;i toor 11 IHA29, IHA2Ia,THA218JHA21S�2, THA222-2,THA413,THA418,THAC41a,THA422, Adjustable Truss Hanger 7 FISUR HSIA HSORG, HSULC Series hangers grea*.erlhatir 2-9ifle". THAC422 THA426 THA422�2, THA428-` 2 1,18" 1" It 118" arid heights ranging from 4-314" to 15-N4' 6 1 joeji_� So. 7 op f to rige hanUpt% Av a;lro, m ;n ww t i, i,A i iV irrj4 from 1 -9118" to. 7 12 TH At 1, 8 102 2, TH AQ W22, T HAl2 1122. T HAl2rZ I HA1322. TH Ad' Z22, TH A 1422 AdjustableTrusai Hanger Sized for I -Joishii, Concealed flange version (HSURC, HSULC) available [Do I r'A" ard ooerights. isrigirg from 5-3iWitc, 26' 13 71-IA-422 THARA2'� SWT,.Yed 7,,am 1 large, double 'X and 4X models crity acute flange is concealsird I I 7,p 'l-)hpi hangets ava itabie in vividths ranging fronn I S�' (v 7 14 1 HJ&26, L TH.A26, LTHMA Muiup;e I tu"r� i-langtois 6 HTU-226 HTU28, HTU210. HT1.1,115 -1, HI U2$-2, HTU-210-2 Face -mount hangars 1:2 iqdneightbrdngingftom5-316'*tuV' 15 THJM2.4-SDS3, THIJW-5-SCS3, T-LIU28, THJU28-W Multiple Tfuss. Hangers q Hit 1-11,Y'sefies rivingerq Facre. mouint. hart o-oalable in widtfirs raogirg f �m 1 -9 18 rs series hangers 7op flange hangers availahInm writl1h,; i;ari rfam 1 10116 bo'�- 16 TSBR2.24 Trusts Spacef-Restraint Ir?" and height iflioging from 2-711," to 1,)-1114" Corcealk, i q frovii � W andririghlig wlb'tu 16" IT VPA2 VPA2S, VPA3. VPA35, VPAA Varialliple Pilch Connectors verson �HlA, � Avirrialrin tor a�l nindorrin la"'no vocto. equal tr� �R %wfet� �wr: Tup fLinge hat,gers emoilatle in width of I-W&'arrd height.l. 15 N(T r� iv Valley Truss Clip prei�ltot frail �� Will 6' I'l iff,Ji ro,rr to 7�11W 13 HUCCII BUg-SOS, HUCOIZI/11 -SOS HU00210.2-Sa-3, I XQ210-3-SIDS, HUC0310. ra,e-rncK,nT hangers inA setiols hi!�iiir�s Top fi,joiorr- hangers available in width YVVIT'ano heqhl�� SOS, HUC0410-SOS, HUCQ41241OSt HUCCIS 290-SDS, 141_101,'A 24411 -SM HUC0610- la"gir") to 13 1,r&, Sl.)$. HU(:UFl 2 -SUS Simpson Strong -Tie 2020 FBC Approved Products Updated I V3WD20 Simpson Strong -Tie 2020 FBC Approved ProductS Updated I Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong-] ie 2020 FBC Approved Products Updated 112W=0 -'-' "k,f.[ Pni, iQ IS�T 1, W�JL,",. i_.I!i fi,ll; I, ur 1� Uftaiao� For droot f,. % 0 r:':T cwiio�frlo, W,o,l For (kom Ifni* to a I SST 5Lpvr:,y 0o, kilv Ji L,,iove. �QRg. For additionall inforritortion togarcing Florida'ilSAAllewide Produci,AVprc,,,,l Lr �cunty Notice, of Acceptance (FoON, lurrvatict: INIruviv dm,je,� ��oiotewtde l�roijuct "'le, wd rijapo Lodf i'� Nar �r, r,�kii,w 1, 1, For addbolf, il.4 ii, i -1-1-ra ProckiclArtivrovelSysi and Mom 0�ide r_mr-;Y Nou�e of Accmjr- r 21 LS series hangem Top f4tige hangers avallial in worth of 14116" and heights FL#1 1410-ffl 18 SIBW -55, &LBV1.81, &LBV2.06, StLIUV2.37, SILIUVI.totl, S&UV2.68, SiLcIV3 11�. iop I ange Joist Hangers Ariltiesue Ariurioi fcr vonwerls langrit") front b.308" to 116-11"s, SLBV3 56, SILBV3.62. FJLBV4 06 Sil-OW 12. S!L6V4 28 S�L BW 76 S�LUV5 50 6 `T;2-4SS, STR2-6:SS� Sh ong-Sch 2 Wedgit, A,rr hcr Im concrete rat, a lattle in carbon 22 LSAZ series hangwri I up flange hasiliefs availaill in wdth of 19116" arid heights MU Froduat hill Number or Nri Product Description 19 SILTT20, SVTT24 WIT14, H FT 4. H t 15 swI and Types 304 Aid 115 vainess steel ranging front 9 VVIV to 13-1/8" 1 HHUS210-3, HHUS210,4 Just Hantlor 20 SWST60, SMST712 Straps I 18 rnil (10 00) 7 Tjo, . . l ')-HfiAG. 7HD-44,;S, 7140 146SS. TfID CS Ti-jr; c4r)s�,, Hf' Heavy [Puty Screw Anchor for concrete arid rri.nwri t 23 LEG3, LF-GS, LEG7 series fjr�eis Top flange hargenm avoilaolt! in %mcitos tangling fiorn 3-1,14* to 0 2 Hil HRS8, HRS12 Strap Ties 21 Stcoll SPO SW d Plote, T ift a,allatikilwIlth hox head Incarbon steel and Tritilifs �,04 A-)n ',16 7A" and heights ranging f1c," 914 to 3XI rZI 3 HUCO210-2-SIDS, HUC.10210,3-SOS, HUCQ310-SDS Juill Hanger 212 SSP, r,';P, TSP Stud Plata Tim tta nlws steel of vyith cotintesunk head in wrlpdrh 6iavol arid 24 NEO5, IVEG7 berm litingers Topflonge hangers avoilaule fit -mcillis ranging ftorri 6.11V to 6 4 THG82 THOM. THGBH2, THGBH3, THOBI-14 i6st Hanger 23 STC. OTC Truss Clip I ype 3116 slai stttf,� WS" and heights ranging rirm 9" to 12.10' 5 T� JGCJ2 THGQ3-SOS4 5. THGQH2 SDS1, TH,:' 0113�SDS,4 5, TH11101 14 SnSA Joist Hanger 14 T10r.1 Tfuss Brace Diagonal :rI TPD37634RC.THD5M4RC1, Then HO Thre�dpd Rod C�touplrr rof concreitr 25 NIT series hangers Top fliange hangers availa0hif in wd0via rangft from 1 -911 Vto 6 e TH(jVV3 3, THOW3.4, THOW4-3, THGW4-4 Joist Hanger 25 TIC37 Tturna Jack Connector Ilanger (THD825158RH, THQ071,18RH THL3_11212RH d Lited I iarper for Voncitittle TiWn HU Thf,,d, 118" and heights ranging from 9-114flor 2,11" -1 A� 1, 28 PF, PFS, PFUll PFDSS sales hangers Tup flarige hsng*F$ available, in width of 1-W16'and beghts ol. VV. 'iAllodge-All Anchor fui htiiii�jifi raiiging Iforn, 3-3A'to 7-1,1V 1 _4i1472M FL#13904-R5 27, RR Ridge latter connector 28 VP sort-. hangers Top flange hangets availat in mcitho, rangxV Itom I -W16' to a2!LE Frotivr;t M ime � _q :190 N u m p*t �sr 14L Product DescrVion mydeL Numlfid2LAAW Il'U" and heights ranging 9.114" to 3,2". 1 , 1 4 � ) Double I lUor,s 4,ol 52-50SHOG, CCQM5 50-SDSHDG, CC-TW3 62�SDSG. Maricnry Pre$ Car,% 2, I F(Ak FGlk�l- l- -HR H16, HI&S. I � o$ �; 16 2S 04rdet Reticle Ancri Hurricane Tie CCTQM4.82-SOSG. CCTQM5.S0-SDSG, OCCOP43 82ZDSG CCCO104 62 SDSG CCCOM15.50-SIDSC 4 F r:)duct Wdel. Num ber or Name Al XP Pirodlitict amniatign Ail XP HVI-Strength Act qr :�r riasonry FL#10960-R5 4 HF--TA12,HFTA16.HF7A2%D , I i l��ETA40 Embedded Truss Anchor 2 P,r.I_0M3 VG.Kl PCCI ONA 62G-KT, FCCLQM5.60G-KT, ECCLI-1211AW,62G.Kil. Masei Per Caps FI-Hl' IF � -HP Epoxy Adhesive tor r)aro,-v E HETAL12. HETAL18. HETALAJ I- mbeiddod Truss Anchor L_LLLfJ1`AL,14 O.'G (T LCCLLQMO5,50G-KT. ECCLRQMD' A.il ECCLROMD4 1�, I X� Sir.7-WHigh-Stien,3111h; lit, � A(Ihvsfv,! tot mosorry JW I PriuductMptiol Number or Ngrno ABA44� ABA44R. ABA46, A13A45R, AGA66 ABA66R Product Delifccirition Adjustable Post Hase 6 I 1,11GAM10, HIM9 HHETA16 HHETA20 HHETA24 HHETA40 Masoryfretroo't corinectors Heavy 1_vbedded Truss Anchor 3 Ki, i Rf�.) M105 SOG KT HGUW6,25; HGUM550, HGUM70C.HGUM725 HCIJM900 11,ovyVasonyy HanWn, 4 5 Strong -Sol 2 (E0, 82) Titer, 2 FTTN7) fivedgic Ancriorfor masonry I lien 2 ScrewArchior tot Concrete =3 NIL/ ARI �44 A9044P ABU46 A8040R. ABUSr. A0,15.6 AS085. ABU(56 ABLI66R. ABLj8ftl, A d, IrItArilit, Post Base 8 1-311-2. LG13-SDS2.5, LGT4-SDS3 GirderTedown 4 I-GUIti LGUM,16.3. LGUM213-4 I-GON428-2, LCIUNV8-3 LGUM28-4. LGUM210-2 Moustorty Bearr Hangertit -1,*W,:,�i, r F0,14ISS, THD-C�WSS) Titan HD X-cho, toi ronctoter available in 304 3 A3USBR, ABU101C A8U1010R ABU1212, ABU1212R ABW44Z ABW44R4 ARW46Z, ABW46RZ, ABWOSZ. AFWWRZ ARWi- I Ad)ustai Post Base 9 10 LTA2 PF I A 12. weTAIS, META18. META20. mET A24 META40 Lateral Truss Anchof Embedded T fruss Anchor 11 LGUM21". LGUWIC-4, LCUM45 -GUM48 1-GUN1410 NlBHA3 12M 25 MSHA3 12fl 1 2!,, t&HA3,'t617 25 rylliHA356,014 25. Mll 5idd 125 Martortly for Flange, Boom Hardem or 316 staWemi Ale,,A mfi, ex iieUd six) 310 ittoortlents steel vottt coontersork, he;nj 4 A04, AC41R, ACE4, ACO, ACAR, ACE0 Posot Cap 11 N:;7AM24, MSTAMW. MSTCM40, MSTCM8D Slilrop Tie for Masonry 106HA3 W1 1 $8, MEHA3 S&I 4 WWA3 5fYJI 6, IASHA3 b6A 8 WHA5 600 ?5 7 Titer Turbo (74711 Then Turbo Screw Arictxii tl,, Z 11W lt�ltl C)t JT!n.onry C/) 5 EIC4. SC46. SC413, SCO, BCSR. SC8 EICS2 V4, SC52-343 Post Zap 12 N' -_V16, Ml 9420, KTSM16, HTSM20 Twat Strap for Masonry WBITA5.50fiIii 25, MOHA5.SW1 2S, Ml 60,ti 1 88 rV13HA5 5aOlL, MEIHA5 50o18 6 C844, CBM. CSQ� CB66. CBW -�U$�r;88 Frinbotrditiod Column Saw NWA5.50/18 7 CBSQ44-SD52, C8SQ46-SDS2, CaSQ68-5052, CB5080.SD52, lEmbedided Column Base or WHU3.5".25, MISHU3,68111 25, MbI 11.0�r 56;1 IS5. M01-U3,W14 N16HU3 5611e, Mascoty Bolim Hangers 8 CC, ECC, ECCU Series no4ted �alurrin caps with W1 ranging from 3-1,ril" to 9-1Z ii vv r,7 from VW to 7-112" FL#I 14F?-R!i W*413.56118, MSHLJ5 15019 25 W31 IV, �X,11 2S, VWUS �,01 I SF rOBHU5 50114, LMI J5f "16, MBHl.1510,,i 6 §2U Fro(luctilly'Q(tel Niumber or Name ProduCt Descriptlorl CIO q cro-IRDS23, FrX'Q-SOS2 S Sm"s '�ihe,v�d rcitirmi caps with W1 flanging from 3-lf4" to 9.1fZ' and 11LU Frodu,�t Hodyl. Numbor or Narne Product Dose riplign I X'-APIr,'A-3K '.K'.'.1016,XIBIOI"KX01SIClf),XQ?810lt3.4K #10-18 MoRai Stiff-D.Aling, Tapping8cfews vitith SLI viri clirgirl ftm 3-508" to 7-10" I Lili4 L� vc �, I e T sto , I le ridii Point > CL 10 CPT44Z, CFITOV, :�FTW conceaitJ rost. Tie Pot- 2 HD12, HD19 Golimi Wloovelp FL#111976-1 2 XL011 4TI224, XLQI 1 4B1 �:'J.�`K 4 1 �.^, 4 X_ Ls rgft-�teakl k4eitall To pporii 11 12 EPB44A, EPEM, EP548, EPBW FPeAZ Embedded Post Be" Embedded Pod Saft 3 4 H038, HD513, H07K HOW IJTT4 HTTS, HrTS-&4 15011tod pluldloorm, Terstor, Tres §Sa_# Product Model. Num bar or Name Pr2guot Detilocription 1 XMQI 114SI224, XMQ1 1491224-2K tkIffily,6. will1h A6 L44 Polintrand Large Darlisitor Hex VYWiref ilead fOIZ24 Strong -Drive KNI ModiUm Hcod Me,ai 3-pr Drilling, 0 < 13 L-1344, LCBM Embedded Column Bow Lr 11 W. L1 r20B, 1_71131 Light Tortsion Ties 1 SD=300, SOW=", SOW22439� SUW2241A SOW2251JI) SDW-22600. S01er_1i&111t Sbotip DiNe U'N EWP-PLY ard TRUSS -PLY Screva I apping Screws Y*P 9� LAA Point. tirid Mouton) Diameter Hex 14 Lr",'4Z, LPCdZ Light Pott Cap SDAnirA 4 X'�11WV_'24 XrQII2811�24�2K *1224 Striong, Drive '4 I.Actaf U,Ph,:4, 15 is NP6441, 'APW7 MIDWA7 PE144, P644R. PEA$, P666, llle�FMR Moment Post GUse Embietood Post i�ifse FL#J 362111,-M 2 3 SOWC-15460, SMC15900 SDVM10300DR SDWH104(.i0Vie :60.Nif 19,30OD8. SDWH1Q800DB, SEWMID1000DS Stroing-Drive SDWC TRUSS Screw Sliong-Dwe SOWH TINIBER-HEXScrew 5 X[_,�AS101& XU34SIOIOZK 0101 Point #10-10 Ylti i��It Tappirg Screwil; withi 17 PBS44A, PBS48 FBS65 Embedeti Post t;:.vie 4 SDV611427400G. SO61VI-121WOUG SOVirl-42 11DOG, SDVM2710ODG. SDWH2712ODG Strong -Drive SDWH TINIBURMEX HOG Screw #1 Drill polqt 18 19 PEV6 Fill F044-18 FC46-18, P048-18, PC64.18, P0218-116. EP044-16, EFC46-18, EPC48-15, Round Post Bow PostCap JLW 1 FinciductIlliardel. Number or Name SB51Sx24. SBW8x24, SBIx30 SR A,n�-)r Bolh.', 5 6 GDWS16212. SDVVilUJUU. $WiSI6J12, SDWS164U,3 f�-�3�V,,19800,$DV.SI971ZSDWS22400,SDW522�CCS�DWS22512 SDWS22500- Striong-Dwe SOWS FI�AMING Screw Stong-Infra. Srrvvf�', , ',Mf l? �k7"iUntertm Glade) 0 ESA-16, EPCWIS 2 SSTB16, SST820, SSTB24. SST8215, SST83iT, SSI83h SS1816L, SSTB20L, SSTB24L. 6 Archoc Ii SOWS22800, SD"S22900, SDAGM000, SOWS' ):it T,:ii) Sr)WSXr.1A1r, �014W",llx 20 P-W PC4RZ4 RC4Z, P1_5RZ PCa7 P(.�BRZ EPC4Z, EPC4RZ EP(;dZ, EPCdRZ EP(;dZ, Pirsl Ccp 16ST U�d L 7 SDWS223000,lif 9UVVS2240UDB SDWS22o0UVH Sly ong �Di fv e SIIVvS I IMUE R Scirew IFxte nor G rade) L_il"Frz SDW.S221 000DB Product fillotM. Number o, r4amc, < 21 PP944-4Z, PP6"-8Z Post Baso 8 SDWS22312088, SDVtlS22SI20BB Outdoor Accents Structural Wood Screw 1 14 .,,SS(Aij48, DSHS 13"tass, Framing i1mr! 1*nlT,0w 1�� VIP/ Hermit Post base FLMU72-1 `-OWS'273=48 SDVYS'17430��J. SOWS2750OSS, SDWS278WSS, 000lSS, SO��711 =SS Strong -Drive, SUOSTIPABER SSSc*w F, -�J-41,!,-CB47 I Fr,"P5 FCRV' '!.h,,n!6 Fypri S.)WS271 3 FWI-iSD34S10I5, FF"SB-4�lld l,f I �� ,fl 1i i,,:l 04�'.0214, 16 ati<l 102�14,43trong-DriyeFPHSD Fraining, li� Ci �iv�r Seg Product Modal, Number or Name Product Dow ription 10 SDWV134CO Strong Drrv*SD%AAfSOLE:"T) RINI Siciarotr FPHS03491214, Fc`HSr,34SI'14,-5K Onling, Toppling Scieviol; FL#1080_fg� I OMST12. CIASTI CMSTC:16 CS14 17,S16, (SlA. CS,'5, ColledStraps 11 SI'll Ou toper Accents Hati-HoodWasher -4 1 4,�.f` i'^ 1 4 1 8F nr, 25, SFC'� ZI SFC,4 I F,arro, q Co irnecirrr co 2 HRS6. HRS8 HRS12, FHAG, PHAQ. FHAl2, FVIA18 FHA24, FHA30, NIST126, M'St 136, �Itlf �4r.� Q: n4i to 1 "'4, 4 F ��A A f:., 'o ,*Pl 'All" Connectols I Frodu,;t Model. NwnWor Ndrne FJA. F,1jA Product Dell HaVern I Tif.mlootion Arictioi 3 WSTI4S MSTI80. MST172, aWST27, SIMST37. SIMST48 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps Fl-Arl 15361-RI 6 F?CKW3,P.CKM. 5,RCK111.1 ;Il::"J"i�; 1;GKIw6d,11, Rligsd Knee Wall Conrauloi Z3 7 FR=P Fiat RetruN Foundation Plate 4 L9TA30 LSTA16, I-SM49, LST173, MSTAcs WTAI2. MSTA15, k4STA18, MSTA21, MSTA24 Straps 43 aril (18 g a) 7 SCFl4l�5, SCB45 5 SCB49 5, SCS411 5,llSCF3413.5, MSCB47 5 Bypass Flowing CL 3 (�I,4U 6 01146-8. GH4M GH48-8. GH410-e GH410-8 GHW6. GH&3-6 C1168-6. CH68- 8, CH610.6, GI-1610 8 Circlet Harrgerr 6 6 LSTAP. LSTA12, LSTA16, LSTA18, LSTA21. LSIA24, S1292,S12122 ST21 15 ST22115 LSUBH3.25 SL1BH3 25, MSU SH3 25 Straps 33 mil Qn ga) $00 Product Model, Number or arn PrOduat Description IS ga Truss Pl�otT, - 4 GLEL5A. 01.85B. GI.8-5C. GLEIW, GL87Ai, GL876, GLBIC, GLS7D CIuledn Bearing 1%* 7 l Lawati'l to Plate 20 ga, High Sittength Truss PloW -M&C,% 25 .1untGothrietclors L__ 5 6 GLST512,G9LT612,OLPT5I6, GBL76I8,GLM20,GBLT920 HGLBA, HGL6B, HGLDC, HG'LSD Giulain Gt�ariirg Plater Heavy Gluti Bealing piote 8 0 LTS 12 1� TS1 6 LTSI 8, LTS-A USTA30 MSTA36, ST621t, STA�224 STS. ST12 ST18. ST22. MSTC28, MSTC40 MSTC5-, Srrap% straps 54 mil (103 V a) 20 go Truss lnl�u Hinge Pute Conrietnui i 12 SSM.51a XLSH34B1 414, XLSH78e .1 Bypbwb rrarring Slidt,-Chp Slirut Crt,,,w� Tot #14-14 Sticrri;Zrive XLSH Shouldered,41f 0!ilitij, I 0 cu 7 I-GT-2, HGT.3, RGT-4 Heavy Girder Tetdowm 10 IJSTCOS� MSTC78� _STFs:_A Stt ar,4 V, nrif (I -I g ti� Upping !"ripm, LU 8 UFP10-SM Univerrsai r_0L111dAto0t Plate 11 WS12 NITSIS. MTS18 MTSX MTS30, MTS24C, MTS30C rolt�diurrl 'voist ilraps 1�, Xr4l�7`31,1 X11 R 1 31&4K. XWE12114 XGIR'11,21 4.',' $1 KCPN-.�! I -W.M", rl:4 1K. ',")li-inl22.4-,25KX0112SI224,XQ'1'12G'11',�4,2K,)f�340101#35K, V3 i� 12 14 arid 012-24 Strong -Dive X Wetal Si-11 17.),11,,q 9 URFP Universal Retrofiffourclarillon Plarter 12 SiB1.66, SA31,81, SM.06. SIB2,37, S11B2.56, Sla-Z 68, SW 12, S?Es3!4 SIB3.16Z V84,D5, 904.12, S(84,28. 564.75, SW,50 7 op Flange Joist Hangers rL#15730-R4 lj�l .`,�-T'�I 1' 1', Allli�'J fIK XIS1214, XV1214.1 SK jp�wql o"oi I t n < 13 !YUA2 12M, S)SA2.12JI0, S)BAZIV112. "AZI2114, SIBA4.1818. t�?BA4.11W`10� VEA4 18,112, SIBA4 16�114 �k� 1 P,odvt;tMQdv1 flymbergr Name FT HP Adhesive Anchor for concrete R 0 4 20 3 Z 771 14 VH1A Hurricano Tie 2. ',L)P. GUPM $0, <�DPM-100. GDPS, (,W-50 OW 76, GW 1DO, GTH Qas oi;t�aaled fat-teror, and nserr�i,ot: is .MiDiCA, S6�0115S, SAID1.11A StHMS, Sh loan, SA-1010S I floldomi% 3 PDPA. POPA-K, POPA-MG. PDPAT, PDPAT-K PINW, P1 41 PINVP-W, PDPAM_. Pravie, s0uUtmi i.istenew,, ttirewded studs, and asaembllli,� 16 StH L)U4, SIHI)LO, !iWHDU9, SIHDL 11 Holdowns PYWAVA -MG. P-Wot, PRV �". K. PCLDPA, Pr`r,1 rPA PTRIIA.1, PMIIIA4 Virtual Review Assist, Inc, a_ 17 9JCT, &1HJCT Jors4 1, iangels 4 SLT- Y, Adhesrve Anchor for concrete Plans Review completed and approved Lk. for compliance with the 2920 FOC 7th Edition SHFFT NO. by nebra Anne Klahr PX2300 August 10, 20221 PA 1.3 HIAM" WAIU-DADEcomrn, PRODUCTCONTROL SECTION I I 8V sw 16 sTW Room-M DEPARTUMOF REGULATORY ANDECONOWC RESOURCES (RER) klam Flon4a 33 1?5-.1474 BOARD AND CODE ADN11NISTRATIOWD]TWON NOTICT OF ACCEPTANCE (N-TOA) PGT Industries, Inc. 1070 Technololpr Drive. North Venice. FL 3427 5 SCOPE: Tlus NOA is being issued under the applicable rules and regulations govern= the use of conshmctionm3tesial0be documesitstion submitSed has beer. te%iewed and accepted by?vfiami-Dade County RER -Product Control Sec tton so be und in Mn= Dade County and odwaseas where allowidbythe Au&Qnrv14v;wgJk"cticu (AID). ThisNOAshallnot be validaftutheexpiration date stated belo;x The.Nfianu-DedeC'ountyhodixtCmtr&Sec" (InN.haml. D&& County) and'of the AHJ (in aressodiet than.Nfiami Dade County) reierve the nght to have thi 5 product or makTial k-stedfor quality asurance ptuposes. If du,, product or matefW fads to pedormin the accepted mantm, the manidacturer will incur the expense of such te-Aing and the AKJ may immediately revoke, mo di A% or %uspend the use of such product or material within their jurisdiction. REk rews-ves the tight to revoke this acceptance. if it is determined byManu-Dade Co=N Product Control Section that this product or material falls to meet the requirements of the applicable building code. This product is. approved as descnbedhesew andhas been desq .ped to comph- %,61h the Florida Building Code. inctuding the Ebgh Velocityllumcalie Zmw DESC RIPTIONN: Series 5SM-770" Vinvi Shdling Gla ss Door (Refidarced) wiwo 909 & 1350 corna-s-L-NI.I. APPROVAL DOCrMENT: Drawing No..MD4579.0 Rev B. titled -'Vwvl Sliding Glass Door NOA (1W, sheen I through2l of 2 L preparedbymatitfacturer. deed 1041;15 and Iast m.rised on 02/01,22 1. siped and sealed by A. Lyna.%Wler. P-E.. bearing die 36hami-Dade Comty Prodtict Control Revision stav with the Notice of Acceptance nun6ff and explration date bv theMarai-Dade Coumv F�roduct Control Section. NIISSUX IMPACT kAMG: La rge and S=1131fissile InWact Resistant Liniitadons: I - See table I (sheet.Z) ud table 2 (shee t §) forepphc able SGD unit sam design pmsur". rewforcements types. glass types. sill riser (see tables B- I & B-1 sheets 7 -8) and anchor layout sheets requmments = I I dm 16. 2. Rigid White PVC, Tan (Non-wbite) Riod PVC and Brown coated (Painted or lamumled) white R46d FVC to be labeled per teferenced NOA's re4vkeuietim 3. Elms operab le docts must c amply vrith min cint width or he*t per FBC requirement as applic able. 4. Pocket walls under sepat are &Woval. to be xtMenx d bv Building official L.MMLM: Each um sW beer a pe=mtnt Mel wah the mandacttlrees usnae or lo to. ciety. state and wries wid foll*wing statenwat: "MiAimi�Dade County Prodtict Control Approved", noted herein. RENEWAL of this NOA shall be considered after a nmevml application lis been filedand there has been no change in the applicable buildiagcotte ciegatively affecittip die perfmnance ofthis product TER-NMATTOIN ofthis X0A will occur afterthe expiration date at if these has been a re%ision ol chmp in the materials, us*, and'ot nunufbc ture of1he productor process Nhsuse of thitb NOA as an endormwent of any product. for sales. advertising or any odm purposes shall astona6cal1v tenninate dus N110A. Faduie to comply with any section of this NOA -�hg be cause fortertnislation and temo,.31 ofN0A_ ADVERUSE-NEENT: The NOAnumber pnceded by the wor&INfismi-Dade County- Florida. and follm-ed by the expiration date mav be displayedin adivoisin$ literanue IfaavponionoftheNOAlsdispin�-ed. then it shall be done in its entirety. INSPECTIO'_V: A copy of this entizeN.OA shall bepro%ided to the user bv the wounfacrt jer or its distnbuton and shall be avail in insfection at thejob �ite at the request of the Building OfficiAl. This NOA revises & renews.NOA 920-04!9.05 and cowl-sts of diis page I and e%uletice pages E- 1. E-2. E-3. E-4. E-5 & E-6 as well asapproval docunrut usennoned abote. The submitted documenstm wo -.� aviewed bv Idwq L C Im ada. PJE. NOA No, 21-0.19f .03 Expiration Datet April 14,10.26 Approval DatoMarch ' F.W21 Pat* I PGT huhn ni". 1111C - NOTICE OF ACCEPTANCE: EVIDENCE SU1B_NffnrED 2. Evidence Submitted under pm-ious submittal A. DRAN%1NGS 1. Drawing No. \M4570.0 Rer& titled "Vinyl Sliding Glass Door NOA W'. sheets I through 21 of 2 1. prepared b�, manufacturer. dated 10,105A 5 and last re\ised on 04/21120, signed and sealed by A. Lynn Miller. P.E. B. TESTS I Test repofts on- 1) Air Infiltration Test. per FBC. TAS -102-94 .2) Uniform Static Air Presstre Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS -702-94 4) Large Missile I mpact Test per FB C . TAS _1 0 1 - 04 5) Cyclic Wind Pressure Loadingper FBC. TAS 203-94 along with marlmd-up drmings and installanoti. dkn= of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. prepared by Fenestntion Testmg Laboratory, Inc . Test Reports No.. FTL-7897, PGT PN%F5520 PVC Fixed Window (unit 6 in proposal). dated 09,,03i 14 FTL-20-2107.1, PGT SGD790 AAimittim Sliding Glass Door (unit 7 in proposal) Fn-20- 2107.2, PG T CA740 Akum Outswing Casement Window (unit 8 in proposal) FTL-20- 2107.3, PGT PW7620A Akin�imim Fixed Wmdow (unit 9 in proposal) and FTI.-20-' .1107.4. PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07,13120. all signed and sealed by Idalnus Ortega. PE. C. CALCULATIONS 1. Anchor verification cakul2twas and sirtictutal analy is. comph* th s W with FK - Edition (2020). dated 04n=20. prepared by manufacturer. signed and sealed bv AntbonyLynnMilla, P-E. Gbzing complies withASTME1300-04,49. -12 and -16. D. QUALUY ASSURANCE hfi2mi-Dade Department of Regulatory and Econmc Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-OW..02 issued to Kurairay AmerIca. Inc. for their "Tromifolt Ultraclear, Citar. and Color P'%"B Glass Interlayert". expiring on 07090-4. 2 Notice of Acceptance No. 17-OU&02 issued to Kuraray America. Inc. for their SentryGlast (Clear xW Nkbte) Glass Interbyers"*. cqm=. on OT-04+23. 3. Notice of Acceptance No. 18-1106.10 W;ued to Vision Emsions Limited for their -Brown (: oated (Painted or Laminated) White Rigid PVC Extetior Lin-usions for Windows and DooW. expirii* or. 09,30�24. 4. Notice of Acceptance No. 19-1106.11 issued to Vwon Extrusions Linuted for their series -NE 1000 Tau 202 and lighter shades (Nou-N%like) Rigid Cellular PV( Exteiior Extrusions forWistdows and Doors". expiring on 12.219,21. Ishaq 1. (handa, P.E. Product ConvolUait Super-6�or NOA No. .11-020;.03 Ez*r3tioal)ate: April 14..'026 E -4 PGT Indus nje s. Inc. NOTME OF AC('EPTA.NC-'E:EI-IDENCES'L'B-NIITTED 1. EA-idence submitted midei previous N 0A A. DRA'"TINGS 1. 1�,Ianufacturefs die drawings and sections. (Subinifted underNOAX6. 11-010' 04) -5570.0. titled 'A"myl Sliding Glass, Door NOA (LMY'. sheet-i I Drawing No. MD I - through 21 of 21. prepared by manufacturer. dated 10.-0545.,xith revision A dated 0415/17. signed and sealed by A. L-yrun Miller- P. E B. TIE STS I � Test report on 1) Unifomi Static.4jr Pressure Test � per FBC, TAS 202-94 1 '1 Large 214issile Impact Test per FBC, TAS 201-94 .3) Cyclic Wtnd Presme Loadingper FBC. TAS 203-P4 along with madoed-up drawings and milalbtion diagram of vinyl sliding glass door. prepared byFenestra, tion Testing Lab. Inc-, Test Report No. iTL 8717. 'dated 121071i 1 -5. sined and sealed by Idahnis Ortega. P. E. (Test report revised on 021-5/16 and 02' 4116) 2 2. Test report on 1) Air Infiltntion Test. per FBC. TAS 202-94 2) Uniforni Svitic.kir Ptesstire Test, per FBC, TAS 202 -94 3) Water Resist�ance Test, per FBC. TAS 2021-94 4) Large Missile Imp2ci Test per FB(-- ". TAS 201-94 �) Cyclic Wind Pressure Loading per FBC. TAS 20 3-94 6) Forced atry Test. per FBC. TAS _10 1-94 along withmarked-W draivuigs aiid installation diagnun of %rinyl sliding glass door. prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 8546, dated I I�Wl 5, signed and sealed by Idahius Ortega. P E (Test report revised on 0 1,04 4 6 and 021 Ln-01 6) 3. Test report on 1) Air Infiltra, tion Test. per FBC. TAS 202-94 2) Uniform Static Air Presore Test. per FBC. TAS 202 -94 3) Water Resistance Test. per FBC, TAS 202-94 4) Large Nhssile Impact Test per FBC_ TAS 201-94 5) C yClic Wind Preisure Load Lng per FBC. TAS 203-94 6) forced Entry, Test. per FBC. TAS 202-94 ilong vnth malked-up drawings aid imi allation d ta gram of vin.%.] sliding glass door. prepared by Fenestration Testing Lab, Inc., Test Report No. I TL 8.447. dated 122,,'04.15 ;,igned and sealed by Idalmis Ortep, P E. rrest rep(mi revised on 02,15.46) 4. Test report on 1) AirInfiltra. tion Test. per FBC, TAS 202-94 2) Utdorm Static Air Ptessuf e Test, per FBC. TAS 2021-04 3) Water Resistance Test, X FBC. TAS 202 -94 4) Large Nfissile Imp ct Test pef FBC. 1AS -10 1 -94 5) Cyclic %�*ind Presstue Loading per FBC. TA S 203-94 6) Forced Eutry Test. per FBC. TAS 20-1-04 along with marked -up drawings and uistallation diagram of vinyl sliding gias�, door, prepared by Fenesmfion Testing Lab. Inc., Test Report No. F TL 8548. dated 1_1041:1 5. sigued and sealed by Idalmis Ortega. P. E (Test report revised on 0 104 16 and 0 2�1 11116). 1:1.%,j 1. Ckanda. P.E Product Control Utut �upor-ti&or Expiratiou Witt April 14. .202 .6 .Approvall)ate; C GI Windows and Doors. Inc. NOTICT OFACCEPT.;LNCE: E17ME N ( E SUB-1UTTED E. IALATERL4L C ERTff IC ATIO.N S (continue) 5. Quanex Part Super Spacer Stagdard compl�--uie with ASTM C518 Theroul Conducthrity 0 881 BTIJ-tni hr.-ft--7F. ASTIM F 1249 WVTR-Pass. AST-M D3985 0mygen-Pais- ASIM E "190I.G.Dumbility-Nofog-Pass (.�hbns Ned under pro wits N 0.4 A-o. I "40A 05) 6. Quanex Pan Duraseal complying -with ASTNI C518 Tbemial ConductiNiq, 1.2121 BTU-imi br--W-':F. ASTM, F 1249 XXIV-M-Pass, ASTM D 1434 Argon Permeance-Paw ASUM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Dkmelopnrnt -20OF in 48 lin. (Subw ked rin der N0.4 No - 15-040R 0 5) Vision Extrasiom Ltd- Puts complying with PVC-AAMA 303-13 Vokintary Specification for Rigid Pol�-.inyl Chloride (PV0 Exterior Profiles for Vision Extrusiorm Ltd � -VEX-1 bv AAMA Fenesiration Exterlorr Profile Centificatiou Prognim. (Submsided uyider.XO.4 No. IS- 0409.05) 9- Vision Extrusions. Ltd Parts complying with PVC-AA.\Lk 303-13. �Stebwided underNOANa. 15-009.01) 9 PVC-A-41vLA, 303-13. Vohintary Specification for Rigid Pol��vinyl Chloride (PVC) F-Venor Profiles for 1"ision Extrusions. Ltd.-VEX-1 by A.A.NLk Fenevrntion Extenof Profile Certification Progmi. 10. Notice of Acceptance No. 18-1217 .14 issued to Energ: Fenestration Solutiou, USA. Inc for their -Tau 3040 & light shadi, (non -white) White Rigid PA'( Exterior Extrusions for 111ndows, and Doois'*. ctpiring on 01,04 2L 11 Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA. Inc. for their series -Vilite Rigid PN*C' Exterloi Extrusions for Windows and Door�'. expiruig an 02ag-`23 12. Notice of Acceptance No. 2M203.03 issued to Energi Fenestration S-olut*& USA. Inc. for their 'Sronze & light shade cap coated White F%W PVC Exteiior Extivsions for Windows and Doors-, expiring on 0*162_5 F. STATIE1EENTS 1. Statement letter of conformance to FBC 76 Edition i2020� dated 04.22 20. issued by manufachirer. signed and sealed by Anthotiv, L;mn Millm P E� 2. Statement Letter of no finaiicial interest and of independem. issued by mandactuset. dated 04 18/20. sizaed and sealed by Anthony L�mnNliller. P E. 3. Pm -ale Labeling Agreement doctinxtit t�etween PGT. dated 03.30-15 and signed by all iinvh,ed partiec. G. OTHERS L This NOA revises NO.A# 11-0420.06 (`PVTw!'CGI) and updates to FBC-2020 ('!Ib Edition). expiring 0+21::21 2, RER Test popm-As #19-1155 dated 0110020 approved by IshaqL Ch_mda, P.E. expiring 04,4+2"1. Uxq 1� Chanda. PT� Pmduct CoatM Unit Supervisor X0A Ko.21-0'.ff.03 Expiration Data: April 14.22026 A pprova I Da to -SLarch "F'.m. I E -f PGT Industries. Inc � XOTI( E OFACCEPTANCT: EVIDf NCESUB'MITTED B. TESTS (continued) 5. Test report on 1) Air Infiltration Te;,t. per FBC. TAS '102-94 2) Umform Static A-11, Prnswe Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC*. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pres=e Loidingper FBC. TAS 203-504 6) forced Enwy� Test. per FB(. TAS 20-1-94 along .vlthmarked-up drawings and installation diagram of vinyl sliding glass door, prepzit;,i by Fenestration Testing Lab, Inc., Tesi Report No. FTL &1549. dated 11,06-115, signed arm' sealed bv Idalmis Ortelza. P_ E. (Test report revised on 111044 5 and 021,1146) 6 Test nor on 1) A:ir hifiltration Test. per FBC. TAS -'02-94 ') Uniform Static Air Presswe Test. per FBC TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94. 4) L=e Missile In4mict Test per FBC, TAS 20 1 -�)4 5) Cy�hc Wind Pressure Loading per FBC. TAS 203-94 along arithmarked-up �rawings and installation diagram of vw.yl sliding glass door, prep,.,:... by Fenestration Testing Lab- Inc.. Test Report No FTL 85.51 dated 12,04,115- signed aW sealed by Idalmis Ortega. P. E. (rest tepoit revised on 02115�2016� 7. Test report on 1) Unifom Static Air Pressure Test, per FBC. T-kS'-v2-94 1) Laf 2e Missile linpact Test pet FB C. TAS 201- 44 3) Cyclic Wind Pmswe Loading per FBC- TAS 203-94 along with marked -up drawings ad installmion diagram of vinyl sliding glass door. prep, i-ed, by Fenestration Teuing Lab. Inc.. Test Report No. FTL 6638 (Samples A- I tbau A-22). d �tftl ll 19-40- signed and sealed by Jorge A. C'auso. P. E. t9vbnt&ed tinder,Y0.4 A"O. I]- 0101,04) 8 Test non on 1) Air liffliltration Teit. per FBC. TAS 202-94 2) Uraform Static ALr Presswe Te�st. per FBC. TAIS 202-94 3) Witer Resistance Test, per FBC, TAS 2,01-94 4) Luge Missile Impact Test pei FBC. TAS 201-94 5) Cyclic Wind Presiure Loading per FBC. TAS 203-94 6) Forced Entry Te sa. per FBC. TAS -102-94 along with marked -up drawnigs and imstallation diagram of innyl sliding glass door. prep. by Fenestration Testinsi Lab. Inc_ Test Report No- FTL 6337 (sample� A-1 tinu A-51. dav--J 11-0640. signed and sealtd by Jorge A. Causo. P. E. i.Subinkrd under.V0.4 Xo. 11- 0101"09) CALC"I'LATIONS I Anchorverificat ion calculations and structwal anabrsis. convl�* with FBC-2014, prepared by PGT_ dated 12.09 1 5and last revised on 0211516. Awed and sealed by Anthony L Millet, P E (-�nbjnhled under.VO-4 No. 1.5-1210.01). Glazing complies with A STME-1 300-09 11h2cl 1. clan", 1 Produ< r Control usut sup*"; NOA No. :1-0!0- Expir2tion Wit: April 14.2 Approv2IDatti Marth.M'.' E PGT Industries. Inc. NOTIC.:L OF A( C-EPT.A-N( E: EVIQL�%( E SLILWITED 3. N ew Evidence Submirted A DFLAAI-ViGS 1. Drawirig No. -AMD-5570.0 Rev B, titled"Vinyl Sliding Glass Door NOA (LNI) .'. sheets through 21 of 'L prepared by mant facturer, dated 10:05.15 and la3t rev*ied on 02,101:2 1. sitnied and sealed by A. Lynn Miller, P . F Note: This revision cmsists replacement of same existiiw installation screw with flat head- B. TESTS 1. None CALC VLATION�, L None. D. Q1�41ITY ASSURAN CE 1. NIhami-Dade Department of Regulatory and Economic Resource� �RER)- E K-kTERLAL C ERTIFIC ATIONS, I. Notice of Acceptance No. 19-0305.02 issued to KUraray America. Inc. for their "Trosifolt II-traclem, Clear, aud Color PN*B Glass Interlayers, expuing on OTC 2. Notice of Acceptance No. 17-0808-02 issuted ro Kuraray America. Inc. for their "SeuftNGb4 (Cleau and White) Glass InterlwYers". e.xp=g on 07 04 23. 3. 'Notice of Acceptance No 18-1106.10 issued to'Vi4on Extniuons Limited for tbeir"Bi (: oi red (Painted or Laminated) White Rigid PN'C* Exterior Extruskiis for Wtudo'n and Doors". expiring on 09 30�-'14. 4 Notice of Accept mice No. 18-1106.11 issited to Vision Extrtisioas 1hufted for their stries "VE 1000 Tan 202 and Ugh(ei shades oNon-Allaite) Rigid Cellulm PVC F-Stetior E.urusions for Windows and Dooi s-. expiring on 11-29,12 1. F. STATE-NELN-Ts L Stateumm letter of conformance to FBC 7" Edition (2020). dated 021/01,211. issued matiufacturer. signed and sealed byAnthony Lymi'.Sfiller. P.E. Private Libeling Agreement dated 010&21 between PGT Industries. Inc. and C'(41 Windcnvs and Doors Inc signed by Dean Ni Ruart P.E.. V R Engineering. on beh � 1,: C both compranx-A., G. OTHERS I 11us NOA rei ises & renews N0A;; 20-0429.0.45 (PLA wYCGI). e.Viring 04,1C26. 2 The current associated PLA CGI file ;:21-0205.01. expiring 04�, 14 E -6 "a 7 Lhxq 1. Chand.a. P.E. Product Couttol Vidt Sup*ni3or NOA NZ4. .11-91W.03 Expiratiou D 3t*: Apnl 14, :02 .6 Approva I D-at*i Starch '4. 22021 N"(-QKEOF_A,( (r. 11 T.JCNCE � E VIM N( E $UBUIT TED A f I I- N AS t RA:'�'(__ F r NIA rERLA.1, ( FRTIFI(A I l"\S issued 1'1� F.cnis� cj� 1-ttinted for zhcn., RjOl PVC Earerior dited0S.L. 15. on 0!� "I I j Non- .: Acctn?*,An-,,_�,7 ',-, 16-020,11� lusioil L a I n, e'! for thm - A 7E l000 1.m 202 and hzkiri Shad&� 0-ou-White) Riod PVCExtei toi Litrusions fol Windo i a d Doo rs �:r I _' `08 1 on 12, 1 Vi�on Ext;u,.on Lm*ed _,t-F t,x�:r 1�1-,-)wzl o Iff-d (Painted to 1_1 111inate I d�� \Nhire Rig-dP\ (-- F,xterior Extiivv- iiq fou Mid 111�iors dated u,'" 1 1. 15. expinng 4. of -uic e -No. 16-0 - I :. t12 msued to FN *,--.-%'GI Fen- i r�i i ion Solut ion ii,.- theu 1AN 3040,ind I.J�ihter Shades (.Nwo-White) Rigid PVC Eiterwi Exn ii was for N1 iii(io%i s and Dool, dated 09,1� 16 expir* No%�. , 1, Acceptwio� 1"712.04 :-tied toEMEEGI Fene-,;iroion �Ohjhons USA, T nc. foi t! i I- , �:i "Bronzeand 112hter Shade,, of Cap C omed Rigid Pl-(' Exteiior I m.11sions f,+ Windows aad Doors" dated 09 1,:` 16. expiru-;,4- on 04,16 20, Nctrt.�- of AccepTan�e No. 16-0-1-' 1-13 issued toENA'E_.F,GI Inc. T!i-ttr -AN1itv Rizid PA'Clxr(�rior Ein-u *113 foi Window � and Doors"' ci.-, rtm ,)&'l 0. 1 �Xptririf on U_` 7 Te�:��z repoo;l No(s). 1041)2, -7, �'_"(A). 10-06-MO" 535753-� per ASTNM T: - �S 4 A'Snl 0 and ASII\M�5_ issue..,,! t,- EX(A'A ro'Vv_,c,n Extnision -fo,. .1-eMosi,, Coap):,i,e miterml. �Snbyrvi,icd wider X0. j.\ 0, 11-610' 6�r� Nolic� :,,Accqvam<��' .1 14-0916 11 .: -i.ied to Kurx3y America. i i.,� tbw ''Senti, (111as1 (( lea., ind White) Iiitei laver'. expu-tr10 �n 07,041 S�� ':o,16-1117.0 I toKurz-6:r, In. �,r their JIT1114 1-1(1 odvm. Clear and (. Aw PA-B Interl;%.N ers_ e%,pz-Li:2 con 07 081 F. ,1"-kT-EX11 withfB( -;'6 Edition (20441 :md FBC -01L Ldinon ,1aied0&-l4-l_J' seaP,! LynaNhiley F'E 7 -,I Vnu lei, c.1 fl=C."14 LIT:--Tst. dated 04 1 tssuel mmnilfactwef -izlicd, r � RE -_E2'tle� 1 1.11, complial. :�n of the t Te 4 - 17 7medbyl:.`i,-�q -.h z. P V and i G� i-,#Tl*. *K No%��- ;AcceP"a..-,.-- %-i 15-1210.01 topG" lo, lielf Series cxiW 14 '1 GlassDom tf'O�iiiforck-d) L NLU , txpL I.-,haqL Chmuda, P.E. xc, 1 6 Approv:- !1) 1 tw - N E3rch ZZ. : 0'. 1 MAR 0 4 VR Virtual Review Assist, in ,.r , In .�u .,��e__�.Assist Plaos Review completed and approved for compliance with the 2020 FOC 7th Editioll 11Y Debra Anne Klahr PX2300 4_j > 0 C: 0 0 M 70 cm 0 4- 0 0 0 0- -0 0 > E 2 Cn 1- W &_ 0- 0- -0 . C: Cf) z z W mi E =3 C_ W > 0 CL 0 0 Cf) L) 00 =3 0 LU (3) 0- SHEET NO. PA 1A August 10. 2022 MIAMHMM MLAMI-DADE COUNTY =11 I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND ("ODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1-080)3115-25W) F(780)31S-2W) NOTICE OF ACCEPTANCE (NOA) ww%N.mntmidadc.go0ec9nom� Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 ScopF.: This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. flic docunientation submitted has been reviewed an(] accepted by Miarni-Dade Count), RER- product Control Section to be used in Miami Dade County and other areas where illowed by the Aulhoriiy Having Juris-dicti011 (Al IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or (lie A HJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the cxpensu of such testing mid the A14J may immediately revoke, modify, or suspend the ose ot"such product or material within theirJurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Pirmiuct Conlrol Section Ilial this product or malcrial fails to meet the requirements of the applicable building code. This product is approvcd as described herein, and has been designed to comply with the fligh Velocity Huff icane Zone of the Florida Building Code. DFscRIPTION: (Cast-Crete)4"1,6"& 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No, 1:1)4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.F., dated Match 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables". sheets I through 3 of 3, prepared by Craig ParTino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed b�,,, Craig Parrino, P,I on January 22, 2019, all bearing the Miami-Dadc County Product Control Revision stamp with the Notice ol Acceptance number and the expirat ion date by the Miam i-Dade County Product Control Section. MISSILE IWACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miarni-Dade County logo. RENEWAL of this NOA shall be considered after a renc%val application has been filed and there has been no change in the applicable building code negatively affecting the perforniance of this product, TERMINATION of this NOA wi I I occur after the expiration date or il'there has been a rev ision or c hange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as at) endorsement ofany product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising litemt-ure. If any portion of the NOA is displayed, then it sJ)all be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributon-, and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2. E-3, E-4 and E'-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMIYFED LINDER PREVIOUS APPROVAL Al 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. ByAliami-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliarce Letter with the Florida Building C'odc, 2017 Edilion, issued by Cost - Crete USA, Inc., dated 08108117, signed & sealed by, Craig Parrillo, P E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 19-0130.14 A. DRAWINGS I. Drawing No. rl)4612, titled "Precast and Prestressed Lintel Details", sheel I of 1, prepared by Craig Parrino, P.E., dated March 2.1, 2003 and Drawing No. LT4612, tilled "Cast -Crete 4 ", 6"' & 12 " Lintel Safe Load Tables " , sheets I through 3 q13, prepared by Crai�g Parrino, A E., dated March 24, 203. last revision datedJune 12, 2014, all signedandsealedby Craig Parrino, P.E., opt January 22, 2019� B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Ay Miami -Dade Count), Department of Regulawn, and Economic Resources (RER). E. MATERL&L CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversionjbr a name change, eAiliny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date. 09/11/2023 Approval Date: 08120/2020 E-4 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SL13MITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Dravving No. 1,D4612. titled Yrecav/ witi Presire,ssed Lintel Dettsds",sheci I o/ 1, preparedby Craig Purrino, P.E., datedMarch 24, 200.3 and Drcmwig No. Li'402, tilled "Cast -Crete 4 ", 6 " & 12 " Lintel.Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated March 24. 2003, Iasi revision #1 dated April 28, 2003 both drait,ingssigned and sealed b,v Craig Parrino, P. E. B. TESTS 1. Test report onflexural testing on 4 ", 6 12 " Prt,4 (i-s I C(mc vele t mWA k dh,� / wii i 1,47filled Models, foled q/ (13) conervie ptrANI'l 111. - 52 V. Y4, prcp(ir� �, i by Applied Resew-ch Laboratories. Repirl No 30404A, ehitv,104, 10 03_m�ncdand C. CALCULATIONS 1. Calcidevionsfor Cast -Crete Lintels, dated 05129103, 207pages, prepravd by Craig Parrino, 11, E., signed and settled h ' it Croig Porrino, P E 2. Calculationsfor Cust-Crele Lintels, dated 0129,03, 140 prepared by Cru�-,, Parrino, P. E., signed and sealed by Craig Parrino. P. E. D. MATERIAL CERTIFICATION: 1. Quality System Manual, for Casi-Crete Machine Made Precasil,inlels revisedon MaY 1, 2002. 2. Cast -Crete QualityVstem Manualfor Prestressed Products dated 2002. 2. EVIDENCE S1313MITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Presfre.i,seel Lintel 1)vlods"� shect I ol 1, prepared b , v Craig Parrino, P.E_ ehited,thirch24, 2003 and Dravving,Vo 1.14612, talrel "Casi-crele 4 ", 6" & 12 " LintelSqfc Loud Rlble.s ", 41ver� / 3 ("t 3, prepan'd by CraigParrino, P.E., datedMarch 24,2003, last revision daiediViarch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSLIRANCE 1. BY Miutni-l)ade Coun�v Building Code Compliance Office. I,. MATERIAL CF,111FIFICATIONS None. '74i;imy'A. Malar, P.E., M.S. Proket control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11t2023 Approval Date: 08/20/2020 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS I. None. B. TESTS 1. None. C. CAL04ATIONS 1� \,one, D. QUALITY ASSURANCE L Bv Afiapni-Dade County Department qf Regulatory and Economic Re.Nourc e.s (RI -A) F_ MATERIAL CERTIFICATIONS 1. None F. OTHER 1. (_'ompliance Letter with the Florida Building (..*ode, 2017 Edilion, issued by Cast - Crete USA, hic., daied ON, 08,,17, signed & sealed b.,V Craig Parrino, P. E 2. Compliance Letter ivith the Florida Building Code 2020 11.'dition, issued bY Cast - Crete USA. Inc.. dated 06111120, signed & sealed 1) 1 � Crah, Parrino. 1'. F Cl Heimy A. Makar, P.E., M.S. Prodiiet Control Section Supervisor NOA No. 20-0630.15 Lxpiration J)alc: 0911112023 ,Approval Date: 08120/2020 F-5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: ENrIDEN(','E SUBMITTE'D 3. EVIDEACE SL�BNIITTED LINDE.R. PREVIOL�S APPROVAL 4 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Derails", sheet I of 1, prepared hY Craig Parrino, P F., dated March 24, 2003 and nrawinf�.Vo 1, T-10 12. titled "Cusf-Crele 4 ', 6 " d- 1.) - Lintel Sq1v Loaci I'tibles ". sheets I 1hrough 3 qf"3, prepared by (Uraig Parrino, 1. E'., duled1jarch 24, 2003, Iasi revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E, on March 22, 2012. R. TESTS 1. None C. CALCULATIONS 1. Vone. 1). QUALITY ASSURANCE Ay Miaini-Dade County Delmrionew of Perinwin)�, Environment, wid Reg'ld000ry "Iffilirs E. M ATF R I A 1. CE RTI F I CATI 0 N S I � None. F. OTHER J . Letter fiwin Casl-Crele Corporation dated Fehruar * y 03. `01 v�t�ned and sealed by Craig Parrino, P E., certilying comphance �0111 [lie 1,7oridu Building Code, 2010 Edition 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ft 13-0321.07 A. DRAWINGS 1. None. B. TESTS I Vone. C. CALCULATIONS 1. None. D. Q1 �AIXFV ASSURANCE 1. Bv Ahwni-Padc Counfl, Department ol'Regiolaiory sind Economic Re.�(#ttrce.s tRA'R). E. MATERIAL CERTIFICATIONS I Vone. llclm,� A, Makar, (I.E., M.S. pr4lcl ( onirol Section Supervisor NOA No. 20-0630.15 Expiration Date; 09/11/2023 Approval Date: 08/20/2020 F - 2 I N CF: F: NJ 1) E N ( I �� S t � I � N I I 1 111) No I WE 0F, Ill), 5. J�A ID1 M 1. S(I�Nlj I 11, � 1) 1 N l) I � R IN � I �, VI 0 1 S A 11 144 0v A 1, # 14-0903.03 1.) 1 � A �1� IN 17 /�r,r4o irf�t, %�ft F7 )40 1:) �ided "Prek"a'81 �7?,d Presfre� w,/ 1�ieei ol i f;!., A,, I I L'. 1,,i/t zJ A *asf Cri, � c 4 '', 6 11 & I �i Sqlc o ad I'dhic ii�� , Is I 1 "11 # t ol J, �ast re vis ion� daled 06 1 1!i, prep� (red, stg�led ands("(11ed '.I' Crm P� irrino, P, L, on 08119/4 I None C,kLVI 1-ATIONS I ah i, a if P)i /()r i, `oio ]Jw� 11� � 1w ed 0 S,` i 9,� 2 0 4 236, i rJo to. P t' V �,t 1?1� ), I e Old b T Cr,� j I, P� n I Count Vi)(114d,001 01 Resiimrces ri,J %'j i�, OT I I F 11 �crdcd by Craig Pflrrf�,f. P 1'. ccrl//� o7,1� c� mip'liance �,t'ith 07c Flol i, h� Ic 20/ 41 Edition, 61. ll.\ I I) I.NIA I S ( i B NI I ITF 1) ( N Pf R PR I �101 �S A PPR(AAL 4 17-08211.18 A. 1) 1 �A \'� I N (, S, I . NW,14" B. "FESTS I None. C. �L( 1'1,,x HONS 1). Qt�ALITY ASSUR.NNCE I BV Ahwni-Dade. C.oun(y Deparlmeni ol'Reguialory arid Aconomic Resources �P/J6 L. %I Vl ERIA1, CE.RTIFICATIONS V" cfh,� 1 1;1;: li;c ii o� isu"ed by (Alst- �i:"Ot �j,V' i'l I jrj�1,1 /'1j,' 4_,��"Helmy A. Nlakai, VA ., M.S. Product Control,Sec,iirm -,opt i % i,-or NOA No. M-0630 l`, Fxpir�ikcm Diiic: 04,11I�2023 \jyzcP% �il �hie: 0K120,12020 MAR 0 4 2023 V /\ 4z"� Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 CAI > 2) 0 0 0 U_ 0 > -0 E 2 Ln CD a) _c-_ �-- -0 .= Cn z z W mi C_ Cn > 0 > 0 CL < 00 =3 < CL 0 M LU < (3) 27- _j a_ M August 10 SHEET NO. PA 1,5 1� I - 1- �, . . I.. 11.1 - -1 I � � . �,j� - - _ - ,�, . I 1111 -_ /I I Ld r-co - iNCL TKILIT TESTING & ENGINEERING CC I WA'IT��:, nli�l i�� , _ - -.--.-. - - - - P,V��-C4 PIE CA LN.- NO. %I, PRODIJCMEYALUATION RF.P-QRT REPORT NO.: 20-0728.01 DATE: JOy 28, 2020 PRODUCT CATEGORY: ShLetwo. PRODUCT SUB -CATEGORY: Storrri Par,h PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: r,;Iotal ProtoGffOfLPn1d=b LLC, 48(10 S.W. 51 Street -Ifayit,. Florda33314 L 1. PURPUSE-01FEVALUATION: This is a Product Evaluallion RHporl issmid by Walter A. Tillit, Jr., P.E. (S�sl�.rr� ID # 111306) to the Global Protection Products, LLC Rule Chapter No. 6 1 G2D-3, Method 1 D of the Florida Department of Business and Professional Regulation This rorodLO is being issued an Ev,fltohon Report as described herein, and has been verified for compliance In accordanI,*- with tne 2020 Seventh Edition of the Florida Building Code and to verify that thto prodVict is for the purpose ritended at 103si equivalent to that required by the Code. This PITALI(t Evaluation Report shall be subject to review and revision in case uf a Bu4dlTrV Code cfangc, that may affect its limitations and conditform 2. EVIDENCE6MVIUMD: Ll_. PRODUCT EVALUA , . TION DOCUMENT (P.EJ)A: Drawing No. 20-176. titled NOW GAGE GALVANIZED STEEL STORM PANEL", sf�lelofs I thru 26 OF 26 prepared by Tilteco, Inc.: signed and scaled by Walter A, TOM Jr., P.E.; dated 0712812020 This drawing Is an inteqral part , EvaluaJon Report. I ,amfs, "I", k T141"", ,,,,, i;,V� � ,�, III� . ..... : 41 "Ot, **" N -44 " N , ..� 'm .C�111 V _,,* 111�. .1 , _4_C,_-__3�1___ - 1. .__ - I 4----F � No 441,67 11 .. - * .7, se��, ,*: .* �: * - - _ _4 *:;6�. - -4:4-,+-� : S, �0 - .* � .&, X 11i; - - I I, F" I D IOO -.-Aj W. S` ..,,\is I,� 5T, S . 055 N W. 36th SbvM Suite 305, Miami, Florida 3,3166 - phone: (305) 871-1530 - P*.�-!4ij� PRODUCT K AL - ... I - 2 22-MT REPORTS: Large rinissile impacl and fatigue load tests were performed under Protocols TAB 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, Intic., Reports # 9&669 dated 0810911 996, #96-570 dated 09118/1996. 091i dated 09120i 1996, all three signed and sealed by Hector M. Medina, P.E., FafmtraWn Testing Laboratory, Inc. reports # 2032 dated 04OO18f`1998 and 0 2126 dated 10/05A 908 witnessed by Gilber, Diamond. P.Er and Report No. 0219.GI-09. dated March 4. 2000. signed and sealed by Edmundo Largaospada. P.E. and Henry Hattem. P,E. Tensile test, report No. 9CM-197 oy 0C, Mutalliorgical, Inc,, dated March 13, 2009, signed and soaled Oy Fra nk Grate, P. U 2.3, STRUCTURAL ENGINEER1NQT.kLCULA'nQft Un 20 Gage Galvanized ,':,'feel Storm Panel for wriAirnrim panel longth -is. d"lgn wind load, sAs well as maximurn Linchor spacing vs. desilgri wind load and panel length based on rational and comparative analysis, ano c accordance with section 1616 of th,a Florida Building Code C.,i�-,ulatons prepared by Tifteco, Im. (fated 1 V03108 and 03/12115. signed and -s-ml,I by Walter A. Tillit, Jr., P E 3. MISSILE IMPACT R 61STANCL Large missile hapact under section 1026oi theFloticla Building Code, as pF-, TA5 201 Protocol. 4-WIND LOADS R-E-613TANCl; 20 Gage Ga�vanized Step? Storm Flanol ties been verified lo sustain wind pressures, klaximurn panel lengm s��all t)e as Indiratod on s�eets 8, 10, 14, 15, 116, 19, 25 and 26 of 213 of Product Evaluatior, Document (P E.D.), drawing No. 20-176. Maximum Anchor Spacing sliall tip a, indicated on sheets 8. 9, 10, I 11, 14. 15 17, 16,19. 20 25 arid 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, S-MTALLATKW; Installation shall be performed a1mcily in accordance with details indicated on shwft 3 thru 7, 10 thru 20, 23. 24 and 20 of 26, of Product EvNivation Documer-, (P.E.D.), drawing No. 20-176. MiniMLIM separation to glass shall be as IndIcated on sheets 6. 14, 16, 26 and 26 of 26� of Predict Lvaloation Document (P, E - D .), drawing No. 20-1 76. ,,%#0,%W I V I 1; I e I I jr,,W. , ��k r,1,'j/�,,,%Ir 19" - V, ", k,..-,*\,\f,EN,9e-'-%5� '1:, . , - ��: -.*-- . " � . _ - --- .40,44167 . - - :1 - . :*I , I I- 40;� , TIC . - r ,4P� - I m� I .: -tv, STATE Of _.:,�_ f N11 I - -,- 0 _.. ",0RO) ....* . ,�. . Nr, * . 11 . ,41*6t ,,, 41111,111.11 ill 11�;O"', - - - __ .--- . �- - -----..-- - . ---.--,- - GENrPAL_AQM5: C. -I! W OAK FINA, F11t;.17 �;� 'If 11P PRECAST CUWk.j If I w S1.11CO OF wow 060C. Ar 1`00110 ON THE W" 1-MR 2C G" "Amboto-SMO�mm POW) CKISTM WALL AWI1kIF'. "" Ilk LONG 00100I TO -1A I i - 5TRUCTM BEKI-t� ',,,'--H P*tEl.5 , MAW PANI .), mN MN 11,05 PRODUCT EVALt,ill ON tYt(uiXT,T ,pro) Cam arvi vElifirtro Fall r,UWPI w,, , 1, P#rKOItACC SHALL BE At MtN11.,PN(D Al IT 1) 440 104 D_ .FCOAGOONCL *'17N !-L 2IJ20 17M EDITION) OF T4C FLORIDA 8,o,L.DiN4 COX I. I , , LR%MG_VM JdRO_1?LII& Ar,l'. �_- 24S.110i_ OCS7GN WMO LOADS SHALL W DEVERNINED AS PER SECTION IGPOF THE A" WNTCTOOED CODC - ',"-. IAPCON ORMNIM. AS NPOHOAP�%MEID BY .10 iflari- 1, 201 il owo SPEED X% IKOUIRED W THE AMPASIDIKIPON WNM tHEU SHOMk� ^, RE WIPALI.ED AND ii, .-to PANELABLITE FENikf TL AH, I PH(LoAr PLUS AN, "O'L. .'.. ALOHLOIACTERED W, TIC I. .... �,Cmofr FOODIA: i , k Dier CPR FGTICTNALM FAIL I 00 Arl-Oft U55BNG ASICE 7-16 AM SHALL HOT 1XCI11O IW LiAXOM (ASCII '/4'P LAC SCRM PER "a.% DESIGh PRESSURE RAIVPGS OOMCAtM ON SPILETS 7 1TWU 17 11, 15, lb 11, a 20 7/1610 - 5/6' 4000 NOUSMINC. OIC (.$?A&LffM FIT .. ,"I I'llf WXT SO SPI ' - . IN 0RO(V F0 OTTIP" TOO(: A0OK CONCITUD", ArIPPLA DFWAd WINIC LCADS DIETKA0,001CO Kill A= 7-10 r I, ; UPOMUM ro$VADM PICKINAIION INIU WOW COF Thtrl . I., -,VS SKUA or I I/ 2' ,,.r . * ,V* RCO PANELW�Tl , ,, ', %KALL BE WSI AM40 10 &% 0 013004 WINID OWA W W�;iPtYW, rPI ON 0 6 04 ORDER R) "C PRIFiRRI FINALE 11) CONFININE DrUf M/ VAI IASO) OUSPIC" POWSSLIXF Rlt*KM ON"WATIED 001 S.CM 7 TMW I,% 1. .., IT, Is Ill 20 � ;) M04WJW 114"XID FTACTKATJON Or I AG SM W It. � .,, Plow ntAmc Low 5�, I. . ,,,I' *0 rHAr.XXr ON GOTTEN TO OIERIFY IHA' AK%440*% ON THIS P C D AS TIEWEE, WERE NUI J'A % �114�;=. A -1,W ,III PI&SA PO XLOOM( !PENETRATION, INTO '.IOAr-,0 SCIAL. K COWO".EO A'� .'A"- Q1 FINE REOU4 INPf.jCt 10NEIRIATCON SITHIC." FOR WIND LOADS OPLS W- JSIFO 0 THEIR ANALYSIS FASICNIERS 'XACI-, 10 W= H" Off, A'f*%eNr0 LOW "D MiCaCANCIE WITH "LOS, )OIA 4 :) MNORM FOOF M7AWr 'K t-C SCRE101S, INTO ViOul - �l AS INDICATED IN III.% -ANC, VUP&O ,,MILL'S ADEQUACY FUN m1i �t� ONINCI RnfSTAPCE 105 NUN VIEROONLE, TOOT ACCORDANCE WAIN ,OLol- C76 OF THE P&)VL MI[MININOT) CODE AS RIX HURII iW.W-E*04 A TWING DOC PISPOSITS )e 5". 94-STO a " �_ ,,J,r I , IINW-010, PENEMTOO OF NOUVE, �Nrl 1KAUL K 5/6' I,,' O, - -� PEWS USED SHAL, CIA , , , " ,C-4 katiflouir , *0 (11W 5 OMSTRATION TTSTMF tr* Atc, . *"Is 02032 & #Ila A� owom.i 1#3 201. 703 2n. ANTI rom-Aill SH"'. "IX': " I' wwmvw I �Cl` ill" MTN PRO lmv�ck, AS WEEA I WPOIn TICT)IS 01 -09. JLO� FIR TO& 201, TAt. ,0. �- '- ') M CASE PC IN M MOND, -t 1, 14 393 3144DAFOS - 1. THAT VVEtAll IOTC104. OR fINA" CONCIIrr PANELS, STUCOO 00 1,K' �" K . ON if -,,-.f 11111N.L. A1JCNCRS SPIAL. 9F tOC ENOUGH, TO REACH W WAIN STRUCTURE K-,-Nt, "LI01 PANELS 2 ALL NLU1Al%AOI 0"PUSt" "*, or 11463f-lif ALIOY AND TEMPtlt jV1ARjSS r�"EKOPSA NOTED) SEE �IV' - ANCHORAGE U441.1, I* OF, &LFW*NED IN C 1) C It 6 . 4) 1 ALL ALUM#" SHE;', POT r. Llt.'O A' . CLOTATRES �HALL I �Cff � I 1)k-H 1. ALLY1 . AN,NIDft SHAI � (11 .�"' I I E " fUJ.UWW4 ALL OF I - 'L III I IMMI'MOATICE)INS, AND 'J-1 C,� I I - I- I (V IHIE ANIC.CW % - I- - ". FRIFN . A,.L STEEL SHM WlAt -` I 'OAALL HAVE S11RUCTIORAL CBAjfF, �TCEL A�l, A `&�!O CRAM 'A MN-JU . (, �IANCTEU STEEL OVS*HAT1I,`,H * Irr. 4 5 .1 �AFTCR NOLLED) 6 e-V . WAY 430 K INSTALL -IL V0.,'.0HTAU.1 FOLLOWI .SrA,,AT,,*H, DEETNA_� S,oD^ C�, !1. 1� I T-14OUG. 10 jwEl. - INA�!Of,��, b) MIFFIT THAI HEADERS (I A, 41 SHIAL, Not U ACIN � &I 5CIMEWS TO K SIAWW,O �41:1 306 ON 21E ArA SL$MS (A C*kft�Wl, At'l '"� "'aAFID CA*I 1,1LLL O,', IiR 11 (I %HA. ,P THE MEV-OWS*Ln ,X 44 4,4iRACIOR 10 1APPIT1 THk AKOIO�Okl Or THE STT%OtU.1�4 .0�1 WITTER K FC, A OIN,50DIM !/350 1. YIFID 5-1114'"Gl" NIC SO TOM TEPTSI SMNM% III VIALt .-,CV�. ' ON, 1LOiftF* BUILDING , _r�,, ' CONIC bL OM FRAIT Sr.(. KIAC .' 3. AnAG-C, M ft$URF POINCIPI ANC,HOlI - %N,JMA SK a ON v re ArlArK.D To RnE, . r, � ,�,, W I OLK.D�t� 4 KILTS 1�, 11, 1-1. A-307 CALWAPEIM STICL CA 4-il .10. W-RIOTS SJAIAI.�S bj[.E� ,I .., .,,, ,IEXD 5111111,19F. 1,'i EACH REGULAP 1FVFTU 41tl VA'b' LENGTHS COOP a -0 TITROUGH 12 . �4 . . As PLCI S11,110"S 6, S. 9 A 11 A, ','� --T(KS FIN, 4. & low ON � 7 AACNM Tr, PALL l,aloi W. AS loijoo,S TO ,`Pkrl� I 0 A�,I7. FIEVECTKLI� 1Z -OPY1, 01 LECIBU 400 RV N1 I A-�W MANNING INICIFF0 ! �*. ,OFO t R OR ' , -rIPAP1 SECURE I-, - - Pr PPLIABLE "ORIC VAEPer r~ PrftWS Or IWFWIA.f WAA�. (A) MS.Vs�N& ."AdU_0XUCr 1, T,IL ftSrALLAnDN CI*m,A,:I ,,, 11' ',FAk,�1:AUUOI AOL U-11"UR C0461,11IMPHIR EWS WINC,I RIACOtO IN 11,141ill"Lli ,11, : POP. . 114", TWON AW.1140013, AS MAWA47URLD 01 - Ifill DIALCOEX. PIE rJOINI I't-Titr pit.) �"E BUILDING to PRO(VIC41 -D,PAN "Mi'JOR - 1/4* IT - 1/6" CA.A-IN AKHORS. IS TRANUTACTUMki TIP, CCWNLt W (WN I'3000 -) - I /.*0 , 1 /4* 'J"'LOO-SET ANCHOATS, AS Dill"WIEL) ITT ALL PORI SCREW. BOLT & SPECIALFIF ^C, 1. �00R* PANEL IPISIIAIATIO� �Pf,� C01410I *ln4 SPEC' ,NIAATE0 TO THIS ORAMING PI,,'S ION, 81jiLECIOU AW Z-1 �� -AIN),t' (Ifir, ,-,-3000 P.0 - 0113ED By r�* JUMICI�" ��K PERMIT IS Alri tl�) - #14-10 -AtELAUr lithikk 10 A, PANIFiNAIT PL.A APF'"It'. AS MANTUNACIURED, 9, ULCO (QNSIV � .,14 PRODUC,, " Of I I 40 INS PRODUCT EVA.-T-4 �()C�OIREIFT (CC170) PIPEOVAREf ITY THIS OCWEER 15 G(III'VOIC AND DOES Wr " I � ' r � ("ft = V - ) FM A SITT "(�W PROAKCT, - *NEW[ THE Sfi COND101101,11% rtMTr FRYU I,mt! PL'J . 1/4 *0 tAP-GINP Aw.-HII As WANUFACAuND Or Ato � JASI COWFOORAFlON (I C-36W P - � rLi CONTRACTOR ITC DL OIC91,0-141OUE FIA ICIE 3tjLf(.I.LfN PUW.R%x AM IHS`7..A"1:N OWLUCANG OFF S" , 11 &I) wmmum (um�*11,11 01, tArVON 'INCH14M INTO POJIWD Oxmcftyk SHALL BE 1 3/4" 2* r4cm iN`Aif 1`111MALF BASED ON " P ( � PROVICAEO HE/SjC U<jXS Not 000ALATIE "110110 THIE CCNOFNO;N� J00AL"m 0`4 141t� To � 10 AND PAPPLOOLA17 PLUS MIT, - 10, FOR CC W-014, Amckolm CONSTRUCTION Wrl A' SIT if, IIIE WNTA1AC'f,AOS NEWt-daW A.211 CAILAI Al UINIV-5c, "IICIA� %NINUL HE EMKOMO 7/4' "TV THE POURED CONCRETE NO VAOL�-Aml ONTO ,,) -&S PP4MCl 1`VAL,A',4I,H �W�UOALNI W&L K ICCAN�"RCD PROUD IF WOOPTIED ' STUCCO SPAL_ 9E OUTPUT: ,V T1. /, 0-20 VAIM USED SNPLA tIE 1 1/2' LOW UftvAjm SHOULD %IUFC0 EXIST. - W"A"" ' RE PREPARED S, A rLUROA R[MtERM ENGIONIFER ,.- ARCHITECT W-C- .IL� 1.1 -I IHIT RD I' MOONKIM MR WI W , III) STUCCO NO MY OW 4ADEV ',C.�nlr% O]P ALL THRE4= SrTOM */O 11m, '1' SM SMe"` PUT Wt" WW. Ntrms tNG*41XR OF KCC-v ,L',Ki r OR, THE PROJEC" -1 WHO VAU K RESPON'Self 111I 1`14 PROPER USE 0, INT � j 1, �NGENFEER or MOND AC, INC AS A OoLE"TED TFWAW .f. 'F� ,4F A V A WE mIAT PIRECAV $TUNIL. PUtl-AITI MACRIM PANELS, PAYM. VVIX0 �O ill= 90AINDS K (()OWL fill rW ,'[ 0 ENGINEER. VOALA 'I, Littim 113 146 (Anill W S-11' VPECIFIC DPANNGS FOR A:,," , EWING *ALL *A FLOOR. AINDOOD" V�Ai I I* LOW FNOUGN TO AEACN TLIE "I SIMUC7UK KWO �.P,,, PANELS ",40W,f SNOLi M AS WWCAIlD CA, - I t AND 0 A 2) k.) jO.4', P f 0 SHALL DERR " [Alt AN(? (AIDANAL 'NA ANIP %,.'�,Rr of ner COWE b! IC'N'O (WI mr REC'Dft THA, PK."r, I i01 to-LITISDA-2292" ,,.L�& VEA.L ON C-S, - I I., Of I.POOONI AND4001S AS %WUr A,-TVRM TIT 0 OF 11110 I UPLIFTER MANWAC. -," I, % LWC SHALL iM VOCATI,� - 4 READILY WIRIALIE LOCA:� 0 SIONU , 04,DEk *K PA.NFO SN1UI IN ACCONEW01 OTH SECTION I;OW V 3 24 FiCilift MALDO,�G O)CIC �Aft �PKI - It .11orC Em bre"A"I 'K (Ne"' ""'boo ".. ) S-A. 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CONCRETE BiLrV. - I I fAV*CRrT FILOOK t - 1'� - - � I �_,, RFW*M : Ir'Wift, - e... I - I , li, Wftoo . 1Z -�_ - . I . : f. - Z : , i � � ; q - . � I ,.�e * 12' I- __4 W �, . 96W T - A "I � . I " to., -- r`� . . , j � � I-,, .. " I EXISTING F`Cl- IT - . liff Z� , . I ./,.- - I I CONCWM � I M, ----I-,- r,tot)pmn - I/.,- � , I , " I. ONN't L_ OII, � - " - ".4m , 'A" J - �� .". - ----ED. - CONCRETE 4101"s .,� - CONCO" NOICHLO", S� 1� � III � 0 SWO"W V It'D I � (R ,,. TIP (2) ,_ CDWOM IONCHKIPSO catiml As'.-PAT'll - . -4) M SICHEINto ow I SeE SCIAML 4", - 0 6 COL. fKl SCHICIOUlt ON - .*., I Or 119"�,�*, ($a 1CH13DUU: N %fm a mactub" it, �� Ift" a F"hib,F, 6, w I 1% 9 TPPC%fCW IT) i i"" a bect.c. it, � WALL "N ING CEILING -AX11-fLON _kQMK= BUILD 19iff"TIN C. ALTERNATE j MOUNTINC SECnON I SECTION 2 321N�Oft_4 W." 3/8. V S-�ft: 3/8-1" gr,Aur I^-" %CAL! -.-* � I I I ,[ : I �6 E.0 -�r DeStANCE I I Z S;CHEDL,LL ON � 0,1 �J a & 9) 1 _�IXL - : I 9 I '-' IF"-, -_ I � ; � � I , : ; N = E JXL�L L01,1111.1;1AN.-N of V n)QN5 4- -A 11twil, " 0 11 FE -M � &; ,, I 0- I TIT I rr 0 �I I ,,,,%00,$N#T,RT" ��P Ar OMOV k1h),,rI 11h: � AN RE '. r A .. , �, L 'APITOFb IN ANT kVAI i, ANY C.fk It, 11,15-1 k ,�IVA : I r ;_ .., . . � I , I . --- � - 1 1 1- 5'. -_ -_ I � F) I � "-4�� . . �\ N t I I - . � .. iiI.ICEN `..:!,�X if � . * FLORIDA BUILDING CODE (N;gh VeilocItyy KU come Z"', F.,ST*c V`0U1ED t, C . - - . cf."CACTI, - 1/. X A MTEO�Lwz : - f 0 - I a li V- q4T67 --. S ."20 TATIUII ON, I 20 CAGE GALVANIZED STEEL STORM PANEL 11 F-M:f �:,, -, : * ., .2 CROWN, w 11 *1 1411rmt� LIM - lf�. r,37F �; .: *1, �,______ - �__ - - __-, - -_ I 11 , a 7�14b_ .I - � � I wInt" ko'. . - __ PROTECTION PRODUCTS. LLC. WE �k,:� � 1, �i.i W�l -- LIECOOKC P* %. TOO SIN01 . . . CLILING A jLQ.QQB_XQk&1li . e, .. _. / T, - __ - ��GLDBAI` .O"C IV 31w. 1, '!S/� 20-176 ,,, , T"n Feel 4 ."Plartmoc, C~.- I , WOI , 5EQIQ&-2A ........ NAL i , I J11--;TI .. - . IN, Re. - - . PC., TOPOvIa- tits,Turi, 'Ho r,w, ("4)M-sn: !_ - f-I-Pee -.1-1-1.1 � n �, 10'.. E '. " CA.00w,l !7- !-_- _, -7 - - - ��,luwlluw im- ,-es- __�� t- 11141113 - Of 211 _`Iv I kw . JZZ , .- - 11.0p, ,4 1 ,. , I I _�� _ I . . .... - ..--..- __ __ - - - ___ .I Lf tWDLCZEYALUAjW RLM111_10_jjt-j� I ___� 0-MATERA-4 CHARAOCTERISTICS AND SPEC0CAT IONS: Shall be stnctly in accordance with Genif-ral Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P E.D.), drawing No-20-176. Anchor specifications shall be as Indicated on sheeiis 1, 7 and 21 of 26, of Product Eviluation Document IP.E.D.). dirawling No. 20-1 76. 7. LIMIl'ATIONS AND CONDITIONS OF LISIE� - � - 7.1. ShiAl I.No strictly in compliance with General Notes No 1, 8 thru 14, InLlJCdted on sheet I of 26, as well as General Notes 9 1 1hru 4 and I I thru 16, indicalpa on sheet 21 of 26 of Product Evahiation Document iP E 0.), drawing No. 20-176 prepared by Tilloco. Inc. and signed and sealed by Walter A I did. Jr,, P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as dofincd (in section 1620.2 of ti Fk)rKia Building Code 7.3. Product shall ()nly bIe Installed Intu pourilid concrete, concrete black, and wood frame struclurps I P(�.,duct Evaluation Report prepared by Wallof A. TIM, Jr., P.E. (Florida License No 44167), President of Tilleco, Inc. (Florida CA-0006719). %W0011410"', *vC,,"O'i:ik ;; - Tit 4 "'041" . . �; 1�1 1* - ' / N � . l " 1110!0 - ' -' - Oo, E"S- " '.. - S : I- .. ' - * - " : ".. . - ,:,�___,o. 44167 . I . - 7.7 __-* .* __ 1: . .1 , -.'.j` - ;S: ,� . __.. STATE -Or . .. , - . �, ---;. 71 ,I _1�6 '..`i�/ . 5"Oe, ... . "Z' I , ,�- 40miD .-,�.,., . , I, I, k!;` , , 0 , '61, IS/() ...... * fOr' NAO� e "I'llill I "Ill""Ito .111AY" D;% TILTFC0 ACY10t4 r,V_0RED3 kill. 4. REPORT 20 % GLORAL PROTECTIcON i,,400UCT5,LLC%20 GAGE GqVANVEDSTELL.',YUP�.IPAt4FL�DWWO*MI76%Me.-ORT#M4MOI /_1___F I L EC �N \c TILLIT TIESTING s ENGINeeRING COMPANY WALTERA rn:ji JL,?E. "ROV("ll EVA filtecrygootct.17, � LU.11 RE , P.r IA_ N , � I PORI KI_1LxfNvI j? REPORT NO.: 20-0727.02 DATE: July 27. 2020 PRODJCT CATEGORY: Shmers PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. 019W-Frotection Prodluct,sC LLC ,1800 S.W. 51 Street Davie. Florida W314 1, PURPOSE-OF-EYALUATION; This isa Product Evaluation Re�x�ril Issued hv Walter A. Tillit, Jr., P.E. � System 11) 4 I �06) to the Global Protection Products, LLC, Rule Chapter No. 51 G20- 3, Method 1 D of the Florida Depa rtmetrit of B usl nes s an Ell Professional Regulation This product I,; belnp Issued an Evalualion Report as desciiLlod herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code. arid to verify that aie product is for the purpose intended -it least equivalent to thal required bV the Gode, This Piciduel Evaluation Report shall he subject to review and reAsion in C�ise of a Buildrig C�)de change that may affoo 49 limitations and conditons 2. EVIDENCE SUBMITTED; 2.1. PR0DUCTj00"aAjjQ"_QC ,UMENTAPM1113.1; Dirawriag No. 20-175, tHled"24 GAGE GALVANIZED STEEL STORM PANEL". P-helarts I thrur 18 of 18 prepared by 7-ilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E.; dalcd 07127/2020. This drawing is an integ ,*Mr ItT6,II,his , . .� 'N' t . /� 0 j "', Evaluation Report , ,�'. .'.. ., "I, 4�1�1 ,IIO.1 . . N, - - 4��.-* . \)�Dlitifs , .. ,/ ,., - � 4e . 'C', , ,.? ,_ __ . �. ,- _ .. � __ Z, ' . I I __I. . - - � _', 1 3 A,;', * .; * =� �,�;. k -11 - I 2 I- � . �T I I.- v, .. eic ,�t I S,�p - . - (" ,� ., , -, b�,'% "CIORIDI" .§�, , I �� I , ... � � 14O . ' ,iO. -S "', "'A 'W 6155 N W 16th Strivell., Suite 3V, Miami, Florida 33166 - Phoae: (305) 871 In 6 -1.511 I "' i, ., 01, r ,000 .1 I . - - ___ ___._ - ___ ____1 COMETQN�t-,T's EQR__Rf_Q_V�AR..& LIFE SAFETY.STORM PANEL � /, F 11/2-11") 1 � . . '5 I", (IDEAL *rT,,) - . . . "I `W �'"& -I'.') . - - I I XOD' (IFrIECINE WIDTH) - - 6 ,/4, , , Oo . - It irs"), - I I - ) 3?0' - , - . " , - - -.3po- - .. - - I � . r I - I jiw� - I 11 0.4 P'. 11.04 - 1350- . I - I . - CAL -AD INTEL � I I jix,- / , �, . ,�. i,y,r ", ./ " -- A = � �,,=,, . t , - - I 1003s- RAN timcf, I I, ,,, TOC . . I- C 651, -� //� , , 21 - �N`F 56 CALV I GkwAlit"D ITITIFIL , EDGE 4 Typ All. A-65,11, 2�', �, "I 2000' .&ko-. ' , �_ . NO F ��tk \I , / OCTAL. A" / Cj7ML A ' . GRAN X WWO" , . 'Al , , G-W ,AV I , I / "'Wow, - 1 411JE .� - - � DETAIL -7,i,\ \1.11 , I - I . .- - . - . . - . _. /. . I . l.-, . . I v ,,, If __ I - 1 TV - I. �, 34iic- _ r .17_ - - - 6,250" I .... 350 01 STORM PAN f,j_A Ln STORM PAN L � - ?'it, � ! I , , ..- , _3� .. I . _'. 1.2w - i 8�1 -1 . , 1 12�7 - � I f., , OFO 11 '. I . ` 100' OF a 12. - , I,,- V,`%, ". I/4'. ", A/ W.14!; IIAX, "I I ,W. . W , _. .mw - I 1-1, - ,** TOW qrwl " , .. 'I.. - it GO - - - 5 �, lix MOOFFIX, $-s. SUL, .1. , "' 1�' - ' I .1"! To POW 0 1 - ---,- .. I" V7, 0 , I" .... �� 1.��- - , - , . , - '. . �, -, I r I I L 09A - , , D � - 14+_1 , W > - I .1 ,� I " . . I , ". I 11 � I �� " to �' - I 11 IS- I- I 111. 11 04 I I I , � I �, �93- I 500' , , ,� -I-- . IF . � - i-14 939* , CIA I I , I - I . - - 212t, 1',Wl '. 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I . - 063' __ (�) :r-juct-ANGLE Cj!� 3/a" ,r* raAcit: (� aAL PLATED COW IRA, , __ Date. "j, . �.,,kku$4$A-. WITH _2TIM � I OA06WED SIVE, ,�i i I -A. Of .. I n 1 , I ( V 063 )�,.. 'J'.. �1�'. t / k�., . . � 1.t ��, � , "' "* 'DNC � _: .37S� \I, �_�- . O I , ! ....- POT sul-Ol, i [_ ____ ' I ,� ----i 2�,- of'2" - 7 �,5. ALM C MCKL, PANE, . - 'to W.4 III,� (DOE 01 - 2000, . I 1� ,� KEY HOLE Lam .4 AT PANE * 2*X7'Xl/4- " �1�114_',, USE WITNIC " Otpl " ALUMIRUM-09LE , r__F.00ASI" OP/ AM;,'COA 5'.113r WSNPR (Sunt'ns ,-,I, 0. ler.11. PLATED %`I . ___ . . ..-., - I- . .- � I-.--.-.-- __ - - __ ___ __ _1 -r---- --- ---------- --- . - . . -I---_- - IN5JALLAT 1 A - PDURM. LQA Q DO Qg.>� DETAILS F I AUATION IN __LTAjL$.,.E9R_RU_qLAR PAMELSL-A 1 QR� -_ -QMCRETF- IN TO --- � ,RETE OR 9 t4 _TQ ___F.,Xj.UAr - P-LO-C-K T. TUR , CONCRE7 WM_QR._WM _PQ�VjR.ED --QNC 1. _CR�T.� -5 RUC 1-f-5 -.11 'A ".41`1 I O/.V_xOIy-_ VA1141-M-WMARI-LIFE SWLI.��- � _,9YSTEM tift.L _1111, rEPALF 1. " AP COMO" IMC-M .. IT SCHEDULE ON "TUI't & TO , , (SLE $0,11VINAL ON _ -W I - I It 11.4% OP CF IMP liam a TrielaigH u , & v t" I - I . . , I I ". ,I. I �_ , - /21 1 1�^ I � 'A _ -T-----. I - 48 , f. . . �F.� �_ =-;__F1~1= �r � � ; I* WPO, 1 . - t T , O i_i�4, �ii,A , I r ', 'I I 011.," �i t� , �(,� - IIA I ,ei t�xcftl i � :.==!`iN 0 I �OLO" � : � � I - 11 �- � 3, - � I. ��_ I." I Oil *0 , \ I � - ". i I ( � I : I - - . - 11A . 1 ,2--(T 0 ; . I -/,""-\- . : I Z 0 t . I.L I � I I I ,.;, 7 1 -1 I - .JIKTLU : i r". . I __ ,_ - - I R lr�15-.K -, X . . I - .11 4 I -, __ - . I i , CONC41-11 CR � I � =I.&,;- I . � I 1) �� CONCKT 0, r<,, ; � � . ( I I I - _.L '. 1-,;:-, � I i- � qiz)omp I � t .. .1 I I -- - -_ - -'_ _j i d I ; I : I i 11 . I qj 7, 71 Z ..7..- ! I I I ! , . . � � - VI?17 I. -OR - - 9 . I I . 1; 1. � 11-1. --- ; ;,--,-%, .1 1� I I I . , - . I I I., .G�� I * I . if---; V. __��11 SCOPAE j,"t - I I.- -, I . X - CARL -11 __� � , " - t 1 .�7 1 I !.'I. --- - .,P,O1, t� - O., - � I . ` I I - " r . .$-'= .,� " I � � 1 .� 1-1 . I., I .. . , , �� 2 L__ . Ila ____ I !ii I , _4-=- � 'I,1 "I I I � . " - ___. 41. , 1. __9 f - � CO. PIF`AIl,,FICPO - . I I I r_1 , _T . 94r a I ; I`, I : , ;,- - A F (D-* I ��-, ", - � I I : ; I - lChwor- I - - I ., 111" � I : V � �_, L-__ - I : Ir" I : I 1: V: .-.: .W z/--\. -_-.1, I _; ", . I 12-- . ___OA I ..Zwdr ,I I l : 11 j i ."� q1IQ ; I F ".5"I = f _ ,;_. T '17M : I ;., 1. t I 0 . ""'. I , I , �,Ntlo',,-- � � 11 'j.- � I i ; W .,-/ �= r,n,t WjAiro E 0 � I . , 'C'P, 11 ON : : ,t CASE C (FIM) _.-(�, 0� : r VISITING PoLowrl ttt ; SCALE 3.''(- * CA*-F Q (PLA 3 .100,IA". I I CAVOICAVOCIE Oil , -kl - I I I S �ALL 3/14OOt, - = ; �OAKACTE BLOC.f -- . Rfct,flu - I * =__.__%. I - I -,/,- - -1 Z7 I.." ..�:- - , 7.. _� CAU( Lt OR -, - Ii 1,, =."-,=` I " r- , OW7,) �,;,; � . "111 - � �, -.- -x,r. Of -* IN j � � ,I I I . -_ I I ". 'It'" In I � ,,-I' - � "� '. MINNIE 0 .11, =P I -<ACT 14TH0011, � 4 1 I - I- .= I. ....",O", " up or A4 C, (FEE S'.'-f ft I �� .. ,5171: socoum CON SPCM 5 I- 4 I - ' � W" I& - WAL , ,r �41 NING .- 1,"LC`& a a 9) C %U j __ 1 1 � ,a. 1, __717 _7__ , - 1.0 i9m.5-L.A-6 a = =01r'. It ! � a U7 - 1 " fEING (D. __ -ILL V� el -I, .I, - . � I 1C.1 i' `i`C`O_ 'lamr, " , - - ./ 1Ir= =It ON EDGE I- I- " F�n. - EDGE Or"TANCE - . - - - POIC) f)POIAT-I, 0 NEW I I � 111!F I, � Ila* , � G I 11!601 A ,, � �M ,;t��:; f 04 I CAK �41 I ,, .W1 N I SING STOIC�,,- TO . CCCI,jr, , - , I O I sHpl,, 6 V 5) I / � -\--//- SI , tM 14,0 ; 1 F-11 Of If. , WIDE - VAPOIS , I,OO' I I ,-��. TUBE OR I* . ,A - P'�' I 101-YA&SAIMIllilml - � I - ;._W�T I _/ _j , � - I t . WOOD KATE 5--I` I TOP & 807TQ4 -_I,TChGS CAN BE . . . . , I , 1 X 11 0 IRAC* C"I't"I _`11�: . 0 �011191NED IN AN I .4 I i 0 S L0IT ANY QA5i_E (PLAN) .,i . . L � I i'A' t I I I_ I i P', ,. � ..�,�,TAX�XION I vw �/sfi_s' "' "' " __ �, __ r ,40$ a THROC111" iii ,, 1 ......... �� -1 . "t,it, . t.O . . . K ""' I I _It:�, _j I OT : I-] C � _- ::: � 4 - _,_� ., 4. . %Z��_ �- IXTS,qmc PO4,1r.0 I - 11.1. 1O,GiIP a It' ... �If% . I FLORIDA EIUILDIN(� COGE (Kgh Villb,cily H 1�are Zane)l --��- - - .11� Oil 1j. .41m Tit= im mHaTmAtur . , TOO, -, , �`TNCI 3' ..:. , 1. IT., , - -I'.,' ,rT 10 RE 1- , I ,.�!IO rrO `OIN .. . . - , . Z - I - . - I . 1. I � , 10�. NNIM W 20 CAGE GALVANIZED STlEj STORW PAKL ,-,.,: 11 Aii,. TOP SECTION X-X SrAUF J/M.,* i * � a I ... S - A, , --�,�. - . I - - . I" __ IL CFL , . '. --- ' I- - _' 'I � ' ; IL �EC_0 . " I tic. \ _ __ UL',JUAL PROTECTION PRODMTS, LLC. `400 �- .. i I "12""" ' I .4 � f 2Lj"_LQR SMERS REaVIRED Al 08 - BOTTOM , CKLAU,lA"` T0._21MQCJ"Q_Q1,7`_BAW& ,7� , - I. �__,1111s,, , if, 1'11�-c� - Rio"... OVII(I - , , - , - 11 X, / �� - - VXUT 4 21�c*%=, . '"114- _3NVR_ � NP ",OO UIN .O 1-11 S. $1 I'll, ",v �` �, (_ 'L ". . .� I )@"-� 1. I.,,,,, I I I � 20-176 -*Ntevo . _. _.- -,-,- - _.- � --- ___ _. _," - "" , I If' I . A . I . , '010 1. - Ck�0110117719 .! - .N� - - I _;O-, *1 � `OULF - PIE. __ -.1 7 �_, , '? -.L- ___ __ , . - �k - I ""-"I - ;,, I .10 . I �j �Sv " I - .:� . - - . 11ttQQVLLXYALLAM,j:,jii �10, jfI-Qjj'j&2 Z2. TEST REPMT`�;: Large Missile irripai,l ojo t",4t,,� ,,,,r.,re perforimed under SSTO 12-99 standaut a�5 pot section 1600.1 - of It-,-1 Florid,,� Building Code- Unilorm static loads as por Section 17D9.8 3, p ASTt,,l F 110 Test reports prnared by American Testing Lab of Sourth Flond, Repo:l 1; 081 -L,.01-01 dated 030VIC2 witnessed by William P. Mehiner, P.E., F ; i I�Iof,-., P,F. and Henry Hal.tern, P.E. and Report No 0219 01-09, date �_orjrujry 25, 2009, signed and sealed by Edrrundo Largaospaida, P.E, ir! hoiry Hattern, P.E Large missile impactand r;Vr,IT,_ loadings pe! Protu, is I *,,� 201 & 203 as per section 'SDO.1.2 of the Florida Building Code. Test 1�44po;' .r, rq-,-Ii,;�l O.,1 American Testing Lah or South Florida, Report No. 1123.01 1 �.;, datou Mn FfOnbrir 23. 2010, signed and ,enled by Julio E. Gonzalez, P.E. Tensile test ri�-port 1\� - _`;1-IiJ6 byQC Metallurgical. Inc., dated March -j:�, 2009 I signed and sealed Frank. Grate, P.E, as per ASTM E-8 and Tansile TeM as per CC Melallurgic. ,,-oort No. 1011(M-131b, dated December 1. 201 ii siqneo ,gn,l,;P.aledbyJorry.�,t,�iof;iii-- F11 isoterASTME-6, 7.3.-STRUCTUM r-NGlNEER"_.CALCQI_AT1fONS, On 24 Gage GQNanl. _yj _, Sto-'Storm Panel for n-oux.imum nanel length vs. d-i�w. n .; wind load. as well a_�Frj�ixtrmimar-chor spacing ,3. 1(;si,in wind load and pallel length based on rational wir:d ct,,,�oarative analysis, anti in accordance will-, section i604 ofthe Florida Duii.'i! j I'.ode- Calculations prupared by Tilteco, Inc , datod 12M8110 and OP..".71!, ff,,i lifts revision), signed arKisenlad by Walter A- Tillil Jr., P.F_ I MISH-ENPA ��T RESISTANCE: Large missile Impac. -d- -:-�Ictt(, 1609.1.2 o(thc Flor-da Building Code, w. i�,w SSTD112-99Staoda _irI,jTjr..S',110. 4. fflND_L0ADA_R9a*TAN(;E: 24 Gage Galvanize.1 Steel Stolm Paned haS been Verific,r) %, twstaln wind pressures. Maximittirri painal length sh;;ili LT43 as Indicated on sheets 3. 9, 10, 11, 12 and 17 of 18 of F- Auct Evalualon Doruni,�.w IF E C ), drawing No. 20-175 Maximum Anchor Sl , Trigshall be As firidit�ateij,�r� -sh,celis 5, 9, 10, I 1, I ' lthrj 1(j and 18 Of 16, Of PIL , ct Evaluation Document IR F. D.). drawing No. ZO-1 75� 24 G"e Galvanize( !:.,;4i,-,,,.,rrn Panel has tleerlvedtv?d for Lode wrnpliancIi- to �vork as a non-porOL Aori-, ,.�h^,r assembly, as pet 11STD 12-99 Standard .-,N . ..... O W/- --P , " '1 '. .. I- .� - - V. - , ;. 0 FN*S '-..;� %, 1.11, , , 141 , - - 61 . I ,�.:= _;T,-�;z 1. I _s� --7- ?_ r,, ', f E, '. . - � I F ., . I I 1117 ; * - - . Ln � %--,,, . S O� - :-- " 'r- -, I;" I , It- III. - -1 . . '_". � 1,t " i09M .-*#,�.14 N e� - _ . ",47,N o , , � %.,,9tyloN A, i- ,i�',',," E',',UA.k]10-NJRFJNln.NM-;11-.97.'7JtI .5. IRSTALLA-DOA: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thry 1 8 rA I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass z-,hafl be as indicated on sheets 3,6 13.14.15,16 and 18 of 18, of Produ�t Evalt.ation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACIBMTIC-SARD SPECIFICATIONS, . ShAll be stricify in aucofdary,e with General Notes arKJ Components Indicated on sheet I 3nd 2 of 1 8, of Pro(iur.1 Evaluation Document (P,F.D ), drawlng No. 20-176. Aii0ior specificaii-ons shall Da as Indicaterl ,; ft Sti eet I of 1 8, of Product Evi,ijuation Doctiment (P '� D). drawing No. 20-175 7. LIMITATION$ AND-MUDITIONS OF USE: / I Shall be strictly in compliance with Geneeal N,t�,-s f io. 1, 8 thru 14, Indicated on s1wet I OV18 of Frodact Evaluation Document 1P I- D), drawing No. 20-175 preparad by TlRecI Inc. arld signed and sealed by Walter A. Tilld, Jr, P.E. . T2. PrA,jr-1 shall not 1>4� n.,;1allad within HIGH VELOCITY M.IRRICANE ZONES as; ci-fned on section 1(-20.2 of the Florida Builiding Cl)de . 7.3. Ptuuut,l shall only bt� instahed into poured concrete. L�oncrete block, and wood f,aine -inictures. Product Evaluation Report pre�mrv-J by Waller A Tfflft. Jr.., P.E. (Florida Liconst; Nk) 44167), President of Tifteco, Inc. (Flanda CA-0006719). 4- , , - - .- - r " -, 1 :-**&'*\NCEIq,%` ,-V .. . `� - � . . __1 _1___z31__ . .! _�-Na,-11167 I . 7 -&�,- * OVATut L r ____�!_ ___ I) L�i CrIIACOEACIJRECO;R�� ` L RE-ORI 21k�3I..,,�b,4,,-,.O�,.",q,lr,Rwgg$,L�j G.A 'I`ANIZ�S l-,-1. S70RM FANLI �,Ftor' I �1 IW RPPORT#20- 7 .� -' ' 1 0, C'72 r*� I �jjj .., , " '�', - , . - ,\,4 ", 6 .. ..... , ,�o , """'I"11. IT , ,� - ,,_.�.�.--&,%` 4- (:I) (1) C_ Cf) -- FU (3) _*" 0 > r- 0 I (1) 0 * _0 L_ (1) " CL = 0 (3) 0- CD " = vo -o a- . Cn - 0 CD _#__ U) Q) .- (1) -0 L) -0 -0 C 0 " -2 -- L_ (1) 0 0�_ = _2 3: r_ .0 LL- - M 0 -+- M %+_ 0 M > U) (f) (3.) 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I (103 alllLa-QUL'r _" �� A, 1iiiiiiiiiiiiiiiTi_ Aii cielete 1.4t BUILD -OUT "ll TRACK (05 & 4�3'1 WASHERIED WINGWA -I- _1��: i - , I - -. !n-i i , d (ZAN< 3 ALLM) .1 _i_V�M�11 __ W. � , f I Jai 2 W ,I I r_w�� ___ - __ - nui �,�'--i I- ,_ I I I I . . .- I - - INSTALLATION PET ILS FOR REQ , U LA R - -PAR" JKQ_fQURED CONCRETE -.- ._ET_L3.LQQK_ SIR UCTU R E � . _QR QQN0 qrfAmAtt 4;�t ANCHORS L=DON CONCSIETE AMCHORS (SEE SCWDULE ON rxIST:`,r POUITIC 1, PVT (SEE SCHFOU"' f ON DUSTOO POUftV CO*CAM shi 0 NROU04 10) P- COPKqr--f tki)�Fi i SKEETS 9 THROUGH IC) OR Coo"M BLOCK 4CCKPIND . . klEOLPMO .. � I I. _ ft.TERIMITE LEG CONCRIl Allili I EPSTINIG POURED 4 � OCArtOm CONICi REOUWK6 . (SEE SC-EDULL ON 1. - I 11.11 '� I SHEITS 9 114ROUCm- ,or;, 1 12. 1 I j ... 1� I ! 10 I - - ;4.1'..�... f .t.� k. I. '.- - ,,�. .. 11"'i ,W X_ 0. I , I . . I I I 1:� I ,I ,_ t � , _m, - tit It - 17, .1 � - - _.. --:I ,I I , CONCRETE: Aw;"m '. L. . _. . - 0 11 117' OF: � , I .= � I : _� I � (SEE SCHEDULE ON `iti �-' I -,,,:,. - " I- I � 4,11, a nlqlllv�l 10) I I -i ,/.*.-W* I L.D � I V [ : I woo !%An � 'I' Mi I (i�_ ! f (I 4411 & ,/. , , 'p, � I� 1� � - 01 �� 0�1 I, !! I ., PANCL LENGTH � - I It � _. ; . 11 I 3EE SCHEDULE � %�. : C, , � ON SHEET � , 41 I - _ � . FOR I , 1, r' �_ : - .� I I ; I st", I I I : "'.1ta �. " - -AFIAII� I � 41, =110 . ,A . , TO CLASS I I � � l I I : I � . . , . ON SHEM ,a " � ! am - '"m 11w:'. i5ij," 10 GUQSS � ut sc-irmu I � Lt. .1 : I/. ' 9 A Ing; lovi - It tr .,. I Oft S41`7 31 I ,,,,,n.,a,:t0 S"'i I I , Me.. 1i SCHED LE ON I .-.-=10 , . I I * I I Ali LEM" I Swrt us) I I= - 'itell. ), %A- I : : on - lei I Z Sc.�"EDUUL A, I " 31 -) PANEL LJDi ; : , Uvi eiv, r-41 I ,� : ", r 'I I LIN. ei Ti i i ON swv 3) I (SEE SC� E-IOULIC (ttv,4l;", Jm( - . Ex I 04 SHEE, 3) i TZ=" [ j " I , DI USSSWH GLASS I . I . t SEE SCHEDULE I I I I k I ! . I ins - 31 1 ; ! " f, IL I III __ - I - - � I- (a) I . ; I , I I . . I or 11. MAX. I I I MUN, I I : I i 1: 1� I -1", I :I � I I � 0 1 1 4 Ill L' 11, ii � -, .1 __ I 5 LIC I � .� I I I. f ( D -, , _-� MAX : � �_11 I 11. � ., ; I , �, -Iii I. 9R, t I q I �.,. . I _j I I 40"Twei " C"m ,�, cv,scWt 4wVoft 0 ,�, at, CONCRETE = am .� I .. , �! "� - L � I (SU Scm ,�, . 4 " , i "' , I , �"I/r cc - I . - i�c`, I , � I_ i I _: - ... IJOSTING POURE �� "i'I (SEE SC-CoLki Oii - ::;:: - = I E 0 __ _ � 14, � DNC MAX ALUMINUM 'n"i . I I -M 0 THROUGH 10) " I � I � L Ir OF WML OR Sw Siti 9 T4111"HI In SHO � 2 I/i t A, �, . TO T. .1 , 09 SPACERS I C*49*N) . - C Mii 61�9* O-C-Py" FICA . � 1� , RETE 4 I, AND AWL .1 g"=Ni (.1�0.c ptt�lmi CONi q uEmi PER 9iM 3 1 L041101 ANCI ACOLqm. 1:tp : ("A'Pt4 m (A I :, u4y LOW ALWINILM SPAi 0 ,_ (SEE SCHEDULE - III D �IQ't 19_�, I 'Ir CC. (SEE TANLL 0 1 ON ON - - SHi 0 !mpi 101 E D S.WS 0 a -0) I;Il AND FLOOR MOURTING RUILDiffuimllil WALL MOUNTING /DIRE 9 og Q � T rj CNINT W/SPACERs il I SECTION SE N I I : ScAll I/Ei I' W�f 3/5-, SCAir 4�9-1' i � � II ........ 61117011.0% "P�ii P, Q0,% . ti, -14 Ityr, E N , Zn,r,,, 'r �` - I , * ... * se - � -!� `% FLORIDA BUILDING CODE (Won High Vel"lly Hurricape " � . :1 z 2 - _ _____.____._ E*� lmlyrL 1I rullittIM011I Of SEC%ill It I � E D - EDGE DISTAWE 1 lit. k, - �Sfi: wilmua ON IOP & WTt(jko 110AAT"S CAN &E ��, - SMELTS fit At 1W, , S "'i !! iNSTALIATION __ - __ _. - � No. 44167 `. '- = * .., : ! * 1 1 STATE 0 . . .__ - �, lz - . "t 0 R I I . ,�z , - 4 *10 .0 _ �li ...... � , y- Iij6 " , ,*M %mm - 1 __ , 0 , , I 161119 - - 24 GAGE GALVANIZED STEEL STORM PANEL 1 .11'. __... .____________ - -- -��- TiT,7,�;Hi- . GLOBAL PROTECTION PRODUCTS. Lill ANO 9. S. �, - - - ___ c-i W`* �� ,6 )M-Ovsl 20 175 P.M (swoo pi 1. fri I _ N. Ii � - "Mo _-A - --- Furm NY .5-M --m OW It. 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OF Iii R 17 CA o. rw I i 11 It �A, ,,*Ullit REON)i 'AALE l/e." 7 I I ,i:�I` 0. in" ALTERNA71VE 1 W --- - I I -_ ___1 --- -_ _.. t MlMiffl ,c," - ,CA, -f I,'Ii F.Li CEILING MOUNTING MTING I VALID IOR WAiX4U Vff" Oi INSTALLATION ALI ERN I Allyf.__,C�w , I,.?(*% .Pc ,". . .,., - P5 ! 1. Ati Iti to V_ - 11, -4�TERNATIVE 3-W � .. � . .66 5, L's 1,041" up A I o witin" ` -, I I ".". " ,ii, i� - ."t "4-.,- 1 - - III I I .... � ...... I'll 4 ii ki *Mo MAW CONMUCTION WOW WELIWft tO FIT 3C1, � .... 4 X,, ScAt r " " NNE ". 2. */ S-i IANSM 01 J'St -V �0. I I., i ,� IJ-Eili i�_� i- �` 11-01i -1 - sm-IA L.0 z : * Ift Ill 167 I ` - 1 - I BUILDING CODE �Hlgh Velocity Nor icane lome) : . . � - I . I " WI I—— ,��, ,:4 I � ,".. 1; i 1�; ,.. A., = * . Ill : A " 20 GAGt GALVANIZED STEEL STORM PANEL ""i 1, - " 4�, , - .�, 0 .1 Ic" ",, = � - IT, - � � '_ �,. 4�',.�i .I q,U TT Ilk= `]I� riiii:l5e = , - -_ -_ - , � � - , .� .1 � 7, ...... .:� m5i � _�)� . I - �t . I r -1 �;741 I '.. ___ .:i� - - _1 - GLOBAL PROTECTION PRODUCTS, Ll "i '_ ..-1 A . , )t, . . . . . . - I 11LIE C 0 111i III 61 "All, __ 9-i"JI111: - ", i _____ I .., 141i a,- ,." " .4 IT. ��` I 'Ateli N )Ni L 1� 11 I *Mi i-145. 1. Alliti.-im" I I 20-176 l�.Ii 1=*=0)_ .1-11- W I _ �� - - _,Tli scftr� "Iti, - i, _"`11.1�1�1" I I I I I ",. cA-q*i . , .. �I, %:,."'" , � 11 11 I A �, ll C014DMON k ANCHOR LOCATIOS I IKAF t,"'Ifl, �RAIV� lt:i� ,,,, . , " I ILALtsict-leellit"t , - - - i - 1 I , A .. . . ... . tio _- �_..- - 7t!� �� - � . _:2�� j:tj l.q .-E= __ � I I __L _ -.--- . Lpl __ - - - - ___ __ __ � MAX IMUM A-S D, DESIGN PRESSURE RATI mill "ll - _.. .* 2/4 *t/4, 3/4, 4/5, 5/5 & 6/5 MAXIMUM SINGLE PANE Ill) LENGTH SCHEDULE ONLY FOR REGULAR STORM I IMi 2W/6. 3W/7 & 4W/7 MRED COK PANELS INSTALLATION INTO ML,_0ffA1l�TF__6jQCK OL (1) �, VAX . ANCVIOAS (SEE SPIE"I nill I 1) 3, It" - --I, --WQ.QD _ _. I WIN , SWEETS 1, I 0 A, I WIN j StNIGLE PANIELSI UNREEnWMM Wti I"Atili , _� RU�&ALIIU AT. I At Al IQ? OR OCTIOM LND WJI- TRACKS ),. ,4-- .14-k IJ QE I - - 6 - 0 - (�). ol (D � - __ 0 - - =__ _7 __ - __ ---':-,- - � -17-11 ' �--r- 0 ____ a _� ' - '-7--'-- � WITH TRAI _� 0� _' * D1KCJ_AQ1Lft_TEja AJ LACH-1NO I. M.. , . 1 1 . .1 /_�L 47:" ii L . ,., .,... _1_., 1 -1--"r 1 r-T-7-r---- 7-1 4--t---r--t"--",r--,T-"--r----�- -r , -T-r I 1 MAXIMUM PANEL LENGTH . "ll OR 'L-" (ft.) 0 MAXIMUM A'O CONCRETE ' *00' Di -ACSSURIE Mi INSTALLATIONS t P.. - I ) (I - -) - it. ___ I- - - I-- 2*0 - '2 -c* L- . I.-'-O* 5 77- - ' I �7_411_ ___ ,?S 0 _33_(_1_______ - ----- it I , , v - - . _+V - - __ .!- I I - . �0'- lot - ,O 0, -00 Ili i .11, #-o* 4 _9* .'j 0 #-,' a- , . L 550 4 I" . '). I Soo , . I. ; .- ?I ! 55,, a -0 '. � '. � 70 C i r.-D- 75i . Y' _5* .11 "i --- 80�j__' - L ?121* 61-1. - + __ .... ft�o ---. _ - . 1-0. - 1i v ---+,---.. _.!�.,,_ .- 6 - 0- 6 11" - _ .. - - 6, 0, 14 -0, ---n? IN, a V :k' .! 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CAP %r-/ - I It, I 4 I 1 SECTION A -A I , I I'll ____ __ - , "IFTES: O(l) L# MAX14i ALLONAIRI PANEL LEN1i IOP A �Ai PORIM kl 4 Di LOAD , &LOPINKI Pleti, LMIN 1`0111 A GIVICII K"i AID. Di LOAD (2) PW.CX011 1`5 Mlib". MARAIAM fwwu LTNGI"� GN1.1l A W.YSITAM A.SD DiftlAiiii 1,7�i 01-1l"MWIF MiNg"i PAID. L1WCr4 *,-' FROM S4VADIAL :,li A W414i A.SO (Ti k0ii. DFtIDIVINE IFA-Mt� Phi UlAin 't ' rPO- %CJ(TXA1 rww %V41pilm ALLONAEK.J. AAMEJ LEWW Is IDUA, To `4 ww" Onve"i P"i LINCTI. 0""" 'I. Me 'L-, It! I'( �N.r TWITIA 1.9 .., Iii 't-1. I- FINAOIlly CUATAICAIMN _____ - I t .�Imlxi Orr) 000C ARV [ANTED TV . 95 im " Ii t l, ti CI Vl!tli Pi I'SIA11 ir�riiilr L_ _____.1___ --..-..- I 'it", &,�;_ - _r I �,"ZT ,,,, " I l"oR F�Ito ofloCWTiv, .1 dilliti , "i ol, i q; 11` l' " 4 i � r - - It Soli ,,, . " 4Z, .. L - - t_L_Zx , - !� .. lty.,t,%, .."i FLORIDA BUILDING CODE (Non li Velocity Hurricane Zen* � . gl: I .. z ' � 'Im T%TEm w z . rO 44157 ". 1 = , : 1 24 GAGE 4�ALVANIZED STIEC. STORM Fi � ,A�% zI = . ____._L_ - = . * : It r . _Fi� z �k. M GLOBAL PROTECTION PRODUCTS, Ll '�� ; I , . . I. 'im. - -, . 11LIECO. It \1 � �. 5. , ','-: I _" - Z__ -_ �� "U"m a c.s.itewo cow , Iii - I . ,Itl . , 1i - I. - .. . - -.1 'It, - �� 9w.-C'effieteft,11i Mi 20-175 LIN ' -, m --- PiAtaii (w"- Ti f- ".imm-li 11_1,,Jli� t, - Lz___ _F.. 11 I -oom 7, - - a e=� 1_!t__�_If � - �__ lot milf--," I _" I V". I 11 . 7 �ts - , __ . ____ ____ - - - - - ____ - . .. 11 _______ __ .--.---- ____ ll�LIO^11 _,7 ; I -- - -, - , T-o: - 1- , - _1 - i=_1 - - , __ ____ ___ - - - - IWALLATION -_ _P --- _. - _ --- _ -- - ----- - - - ��,--".--.----.--.--��-.--�-�.-------I I . t-T,il FOR REG L; LAR___?,A.N.Ej --I, t N I Q_ _W_Q Q 0 L - - 5 -T &U C T U R E S . I - ML . -_ _7 - I i i . I - I " I ) I i " ___ -_ - � SEPARATION � I WOW "C-00i : : I( ICASS � - 0`4 . i - 11 , (SU, SC"CWLL ; ;�,-.;Z� . S"m , 1) - . I (:� ' I ON SHEET 3) 1 1 1 . , _!�EE $EHED 1 1 --,-- _. L] 1.4". M/4�07 I .01 I I r 11 toli 00 li-tri .- !--- - I --- I I I - --- I : . i [IV, _�`Il I : It' met. . 1. I I LXLSTIMS-41 Pi tchim WOW NEADEP , GLASS I'Ill I P RIEDUIRID I 1 .2,I WOOD ANC-m, - , - DW i I I �. : I (SEE SCHEDuff 1, 4' (SEE SCWDVi .A : . ,�. ": " If, - - I I ON SHEET Ill - , ittl Smim I 1) : . I SPA07P ,��, I I 4-11r, 1� - 4 1 'O. ! - � , . , . , F�,;:I,), : T . V 'i ,� : : 1 ')f -L � � I .1 . . L. I A � �. , " 1. � �, . � . : 11 � - , I -.-- -_ - It - N'. - , � � � I U.- i. ,�i,liW I I � 4 ,.:. I , ,- _ � . u, I Il I, 1 4 1 , I ;. z , . :-- . I -A A � 11- I I � cc 11 - , . � � ; I I` . . -, - I _ _ I _ I I I "'' [ - -1 I I � t UA4 LCINC, ALUWKW SlAUR 2 t /2, � _� , L-' 1, �tt_ 0 i lvt rAi P ON $HFF � I I I I _�ht - L � � � ; MIn � �� I I , .-- -a _ i _I :, -1 , � , .. ,,, I I I I I I scr Nort: I. al Off FOR LIVITATOONS IiI, I I SEPARATIO" : V �Tl 1. ,"x I I W, V t I 1/2' Li '�,Cfm I It..- TO CL�Ss 4 t i I I I I ,I PAi LJAC'11 . ! � Lbi � � I IT (SEE SCHiCuLl I 'lli 0, L,.,, I I, , "I., (SO SC14EJOUtF I I I � I . ,; '_'ii � 1 11 �, , Icmd Si 3? I . z . I I ON S"E I LET 3) 1 �: i - I � '.I m - � � I , .I . 1 I I11 , I , .E- .1 . I ! � , fem 'i 'le[L ,I SLIPARATM I I I I I ,,H ,,W)l ,-, EVISTIttr - :C int"S" I I ii rxrsrmc I I I A I '?i li,� 1 GLASS I ir_-1 I . 44,A$1 ,,%it SDII.LVLE -1 � I DIII MQUINI W1 SPACER _M I - 3) 1 : 1. I rN sili : I I , I * I : I t I , - ALJERmAnyL_2LW! I , . : � 'trAj 3/11,ill' I : A- 15A I � , 1 , I - I .,k F ;NHA 01 li, El I I - 509 1 L . I 8 I. "si I, ICA "Ax, PANEL 1.17147"S At 1. 0 1 ,It I,, � t LIADS rOA I'Mr. tNSTAL!.A1 Ii 1 $ � I I � r -L' to " ! j I i MAY _� I 1�;i �� I ! :II � , � __1 � Tlir]77.� � ! ,,% I . , ��. I I ; I I - __ I I "' _ L. - I I I. ! I : , 0m,",410. � : I Ai r`(.Ai * A KrIL ('�� I I � � S !A1;C,fFi *.i STU[, SIKEP 1A -1 fit 1 12, low, I I , - ,L. . _ _� tSVE SchilED'ALE ON I , I Ill Alivil'.u.ni a .W= IQ A � rul, iiuiii,�s Ili ,3 .0, i __4 I- -_ - I � 1 12'.4* WOOD I I *19=. IIAT MEAN AM HtXi CTINT 5 4 WSMKT�A VIFOM AW P,- REQUIRED - t WOOD .W.0i I I I "'. I SULAM illtiiitilt CLOMOWFLY INDFCATED ft IMM 11) I � � i " IRA UNOVA-ON TO . A' WOW I m� P�A'l .0 1�1 Ilkii IT) A"m OOeiC "AL, cowoxv 111A It"'ifta "m FmAkli OR swtrt fr , I S"i 11 all IN= -.,,,, . I SHEr ' , Itt,( ,� ii, . ; �'. ,low " 1W IOU.0"'i I NPID, "W ftAA) SMALL BE %ill= "VMN AT I Ile OC, I "" " Pit "" - , . "*. ., . ts , f ! , ! , COMi ", t - Alt_ , I.N -IINOI 1; ', � 1. . Iii liki fill, . 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KI Iiii3pll SECT 5: 2 : No, 44167 " t CLSIG), PAESSORE RAi �;,-% f) A,ND Pi LENGTHS = * : , 24 GAi GA,VANi7ED STTIL STORIM11 PANEL " I z i , III t * - I . - . - - Ie 11 TOP & i10110V MOINI,N,�,; rAN f1f AS �4.!R SCHECK)JES 014 SHEET 3 iEXCEPI FOR z � `�,�rp, * - - FIL _� __ ALIF.khAIL ,6 , S '11" . . � t .0,;.. � CO"NED IN ANY WAY 14) SUO AN, "� ; ,-*- �-_� " GLOBAL PROTECTION PRODUCTS, LLC. NliThLATKIN - " -, 0; . !Qil I - I _�` � 't, 1, " . . . " " L_�i___ - - ,� I I A Pi.1t. ii iii ['4AVE �ONSIRUC`IION Vi V'1_1 ",. . . .&P, &!`.W:" 4. VIDIP(tol- cow i 11 , -'A ?O- I 75 I RS 70 BE SOUTHERN PINE No 2, */ SPEC;tFIC 1� "I -ti, :4, 'ti""' - 'nei ". =,;.�. r-.i __ - - CA _. - 5, OR rouA, 1i ... ftG.,A0-__,,mN/mFT[ - W, _� - Ili (A (1, . 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X�s -45 :,/" 3' - 1j, 13' - 13- _1 __ 13, - - - 4D MITI I To -75. .. . I 1 0' I 40- ____ - )if (w) - to (BOTTOM) . ij- I Y I j .3 6 ,�j . - - ii-yr 6 1/2. a ,;;' 0 ",2, . ,I, I /,' ____ ?w I .- .. - - - _ - ___ - - - I -14- I L3�_ � I IF I IN' _. .. - TXY - (&'-I .�" w O* 1; .. _�_114;__ - _!�_ " - _T�iiz , - -.._I..;.-- . 7 I/2' A ", rl�v I—— . - ,ti"" ' I I I 11 '-i;- 5�4 1 - '' 'r I- 0. ,, Ii . - ___ 13- ___ '12 , mf ODE; _____1��_________ 13' -----I!:- 0' Ir _____5 !3' .- I . O; _. , ior m5r_0010 - ISEE TABLE #I FOR MAY. A.S.D. DESIGN LOADS III 140 PANEL IINI 111"N SPI "I I USED, CORRESPONI ONLY TO ALTERNATE 2W' ON SHEET C _ ___ __� - _____ __ JAMLAJ A --- A.&D. DESIGN LOAD WAMMUM PANEL LENGTH 40 PSF _,)1E . - , ft I > 44D PSF TO 50 PS, 6'- 2' > 50 PSF TO 60 PSF I . 5'-10' , I A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INS7A"1IONiS W/ PANEL MATE EEMALE ED OR PANEI WTE PLUS ANCHORS & W/ kA) S -11111F..Q 1/2- O,C _ f Ik I ye��0.7_!�I.r . . V, , . _�\ ��rc E m . +,-` IS �N�.T "' " * I " . I i FLORIDA BUILDING CODE (Man Wph Velocity Hur on. Zon. .? . ; : Iii - 4 4 _. A I'M. 1.�Oo NY 27A GACA GALVANIZED STEEL STORW PANEL PA. , in = I *' � � - ,, .Q - - "O"'.. Fi67 III :� * I III , At OF ._� * Alf or -� Y - ;c- .- - .I,--- _____ - ' " 11LIECOm, . _6�-PZW' � -..-- GLOBAL PROTECTION PRODUCTS, LLC- .m ow. 51 wnw 'N't"of ." DAII. - . 1. ";;IZ�ii 'O'lo ... ,�l OR � , , OR . '5',-�� ,,_,� ." � No, .. PCIFF1.9 a 00"Pmtnsxm ��"--��- QAAL rL 3"'. --Nc ")M-Pb-& 1. ,".)M-fm 20-175 ._ ..�... - , , , " �, oom=_ A. Ile" _� , - � ft' iIj � %� - - 'to ."N...(,"Nq��TIRIT/oin` ... - c�sobalf wftm , It Le.1 *.. RE AII 4147 :F1:`:P .II --I - L� -- -.--;---- !�=_ wern, " V '. _ .. _. - _____ INSTALLATION DETAILS FQF..-LIFE 5AFLIY PANEL - � - (1 - __ jNTQ POVREG r-ONC-RETE . OR Q.QNCRIETE BLOCK STRUCTURES _ 1/4'0 TAIRCON 19" ,/4-. ,WON - EXISTINC. POURED I r11- it �' CIC %=wo. AmCHoR 0 9, a c CONCRETE OR CONCRIM 11LOCK , � I CONCREIIE BLOCN R(OLOWD I , ; , I , ONOUIRED � i " � 1. "I , � C2) � - .2 , I 1.. .. I I , , I � , " I- A .- .1/4, ��_ :,--I - I 11.11;_ I 1 __ I I . _ I � , I . I' I EDAI . � � : I I � I : I I i ( � :::: � III I � I I :�:::!::: I I : I - I i", ; : I _._..L__._. ,i i , , F I I I I .��'. I I - . '. how I I I 8 � I i 11�-_TAMYNDRE I ,;IA�j. : v. -*"* r A ", "i � I- �.%a:�o �: . . I . �, , TIM.-P 1ISS I 11, I , I . I I I ) I ��,�- I EXM_r� I I : mi ! I 11 -11 I I . ., � ,0. , I I ... I . ! I .,. ,w I : : ,,, N`_,*`�T" I I. I I 6' -Ahf� LLKIII , . "I I I - , "; 11", , ,, 11 I � : I I I ISEE LLEVATION ON slem 17) D - 10� r. 'APARATON -1 I : � I -_ I I ; It 10 CLASS I : - - 1� - - ----! - * 0 , : .1, i9 I I - i�1111:1i��%� " , , , ?."�'!-��,` I " , " � - , " �' � ill - cl I..., I I_ f I I , 11 : I f J "I I ", .. �� , -, " � ', , I : ,'I . . , I 1 6 . C EXISTIRG PCKJIIISD� f - �', , Co"com OR I I 1�i , , t"!IIING F04M ' ." * " , C"INCIRCIE. OR - I � ��, I : I ! - @ , CCAKII BLOC, ` . � COMO" FILM ,.?,I - 1'.;1.P � I , � I w.ovpfD I I o .& �, . PFOIARID ;; ;. � � .._2011111111111111111!. � ! I 7 11, � j I . ,.,: I ]. w . 1. SECTION R- .An , i � I, 0 � � �, I ti m I - _1 I I ... '/4* PAWUWK PL.V& 0 REGUL4R_PA_NM I/--- 1Ik(L I it Llj��VANEL AN('%` 0 12 1 /2' 0 C WKW fWE`YLNW WALL MOUNITINIGS �__� ,�', r mo-'. STE NNNM .5 & if FOP AW-016 rf & PMU"OCW Kno WOW FARAIL NIALIXINtS " ANCHOR � .1"mo," IDOE DatANCE ARE NINCATED ON THirl SC1A:DLiU 'OR E 0 Las IIAN �4�APZ a, WHIECRAT AI AVCN0q SPACM " ��Ajlm, �.,C.ING VIAUI cd, 11;1�! 91 TIC 10MUINN� IACUAIS net W DliflArke, 10 K -MSIU RONOW SPACM MARJO ,04 FACTOR INARIL .m &I LESS IRAN � SPACNIC RKICATED 10A EACN 44C4M TYPE ON THIS IDCDL" 1/.*. I 1/.*. MONO "Pit "N" I - - - * _� �71 __ - .I*" Mie-of We", 4,N) 1 . . � - -_._ ?-) = , -NV-w IM mem IN) � I " - , .. �. AMA w itiIimm ON -_ _, FACTOR , 'Ir "A - 1-ite - _ 06, - - � -?7-- 1 a '/I :,,I�� . I k II ' .. " "' -9 1 �'4 , \,\C, E si .. . 11--, ,;`�. I , ... . . : . A.- I.-i I.. % * . A, 1N '*j I% sI Cf ' : . � I- � . 0 . "O I L' - ' '� - 111I � 41�.�.�_ �e; _ . - ' ', � ��AV !,./ '� I . I. .......... �____ A, I. K.,IUMPAORIWF . FLORIDA BUILDING CODE �Non 1I Velocity Hurricone Zone� .2210 MIEM. - 24 GAGE GALVAKqED STEEL STORM PANEL I .." ., ____ --- - . - __ I __ . __ __ - W12,1200 ILIECO.., ' GLOBAL PROTECTION PRODUCTS, UC. WE - mw_&_15_liiiii6giiii� �OWW6 em so Ili few . N. � No. YNI "i .- Cw.v rL 3"" � I- I'll 20-175 �Niwsrw - �mi.N.,- .0, ("'". '"� .. -I � -_--.T-Qw�_ r-,:�,.:.-.;ir - - RIN C.-amil I* I - - e- --It , " to A, TRIP � PL I I 6m, ,,,�,w LA, I -it? 1:Z-3- I- Mil W 11 -_ � .. . - - ---- -- I -_ - I ----.-.- . I MAXIMUM A =..DESIQN .PRE$SURE RAT1AQ_�WJ-,1 AND CORRUP9NDING MAX �HLOVU I M_-REOULAR 51_Q.RH__PANLL.J INSMA110K INIQ_QNQR9TE._"PNrwRETE.E1LQ.CK STRwou I(VALIP ONLY kOR PANELOINSTALLA71ONS AS PER SECTIONS I rHRU 6, ON SHEETS 4 & 5) VAX A % V� �L. .�;h ,,,L5SUR1L RA C (I "I" f ) -_ UNAIMIA, ANCIWAV, WACING COP WIN CO. APPI W.A91 I I'LL 5ECTIONS . J. coomwomm or "NEW ,,,, PANEL. LINUT. IV (IT) VAX AS.0 DESIGN PIPI RATMG (Pol) 7 611AM" ANCHOPS SPA084 FOR MIN L.fj MR SCII[t),Af STL�, - ..._ __ - AP To= a Ly Of '.IV _ - - PANCI "!�` I � : - - Im- -1 SOLID -SET PANCLUAtt FEMALE 10 RAH,E'NI ,!-� -, ..I" � - I 7AMW kAA.IN _ _____ CALX - IN TAPCON SCUU-SE, ___ - ... ""T" FT MW IT' T I "ANT' N" L M 'I ZWAC-WLM CALX-04 .3" FiElco-1w," Im.;I_ ;-;;T,� "I =� - _T .0 ' " ...'m I C.'am 7 'a ' 7 - 1. I' . , " ""`q � I-= "' =.x , 10 - COMPETE . 6&,!. � .45. -45 OR Lm - ..I.- ., � I., , . 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I/F ---- - -'- - T3F - 13* _r. - ,r - 7- _; - 5 . .._71 � ,.- - IT _�3� - T . 2". _L2;� 6 1/4-10 114- I _:__ - _: - ____ , _____ = S"M 11 100 A004M "ft A, SFACINC� NO KWAUAtLIA RAMO WOW fKAW ML-41,14iI - INYANAN .'.,*'* SWIRM AND 000" EDX blilAI .01 ..WA'tb � 0% �NPIM, I IC- C D LESS, IN" .NCA7 CIN Sr�CDQLE AMCC &W*09 $YACW, IN "A 11P A0AkFiiG %� 0% V �NOUU N, T14 fiXILWiNU rX7011% fi�* TWIS 001LIATKIN, iY� IN "Vvii. VILMTV $W�l 40 01"ANED llilli�z �. IrA Im I 11171 No ItTs Ilk", WNWV 111%_ .1�141, Icift (ALI- .S� INPE ON rNm w'm r"'i 1 . ... __ __ __ _ - Aim�tm ITYPE _,_�W" "'It'. I ,/.*. - ,/.-. I /;;. I ... � I vI �mm �w all cftA� "A." 6 ft'& I ; wommum ANCINON SPAC� tW) 1 3 b a t/r P in -----I--- - - - - L --- ____ mewwoommog rw!�W -.- � ,.--- - I _ I I�r - __ _� - - - � - 01SIAMBI...1 ,,a= IUNU 3 .;� ;,,er ,_ I Acrim an vow= mw I FACM l., .. T I— ! /r - m - I -- : �" , ; on I ". � i a i ,a I , '. - 0 I .- I , . I - I M IM L_' ". I I - NSPACII ONLy VRW, =jWtS USED. SEE T6BLE 0 1 FOR MAX AS.D I ESIGN LOADS &_W WHEN SPAMA 0 IS cww) _. , - ____ ____ - "', ,X0,11- YA A T !11; - �- zivl . '��'E'I*V* '--..v- __ . . - .. �!�' , .. '�" 4 : . ' " - � 2 . - �S 2 : - 44167 : ; * � IIr : , .: el � TE ", , �- � , � ,I � , f:ATE I,, : _ .-�-z . _ . ,�� - *��, ,�. � - .-_��I_ 1. 1. �1^ " 11 - In. 0RIE11' -'_1A - 11 '4tiI �..� .... �ilk' V , At . _71 1.100,41t,l.�_,_, TABkF &I A A.S.D� DESIGN LOAD NIAXIMUM PANEL Loom 40 Prl' 04 LESS 6.-S. � 4C PSF TO 50 PSF V-2' L � Su ;-,F 70 so PSF - 5'-10* I I A MAX PANILL LENGTHS ARE ON�,y VALID FOR INSTALLATIONS */ SOLID SET ANCHORS & W/ " SPACER AT 12 1 /2 ' ' FLORIDA OjILVINC, CODE �Nor, Kitt VeIQcT4 Hurre no Zone �4.,� 1,31I � 1 24 "GE GALVANIZED STEEL STOR 11 AN, IN . - - -"- -, % 11LIEC0.111I , .111-,/V. . I ',I GLOBAL PROTECTION PIRODUCTS I IC 6 tI W 6;6,44 IN - , 11 I 11 ..,I 1. i��,' , ,." ,� - - ANN.. _;!Y�.,��,z_111 1, ,'�' L, `0 ,..Xw,,.4iN, ",-I'S �t�caxllo I `;� Opt I I Irl � _ - . N��_��I_ZnH . � �A- � z � 1�! f__ __7� :L �� __rL"�._!_ . � .- - . I A. .; 7., -� L __ . - ___ - I __ ., 1: I- - ____ , _____ _._ ANCHORS (SEE SIMONS & ALTERNAITAr-, �, 3, UA� Olt 11I R-2A/13. R-SA/14. -*R-iAW/15, I_* R -19/13. 11-211/13. III " -1 .. A j I D.M. I .(�)- .1, 0-2AW/15. R-3AW/16. - __ __ __j R_ IIII R-181AI 11-39,01/1 6. -..-----.- -----.-- .- . ,� - .- , ., � 03 I,, 04 _____ -,-,-, f - . I I � 0 0 0 0 0 0 0 - I � . L .----------- � _ I I I I --------- . .. _� ------------- - I � � ; � � � -_ - 11 i � i i I I ! I � _____ - 7.7-T. 1 ..-,---, . 4 .I71i I I I I I � 1 1 �� ! 1 � I I I ! I , I . � I i I I �j I I I 11 I 1: I : I : i i i i � � � I : 1 � I ___ - __ - , I 1 ___L I L I2, 1 - - ______ __ - ..,.____J I ss qw� w r. � i .L. -1/4-tv-2ow I /_ , J�,, ;1A il�'_ 'CNI.11- . UNN : � 01 , , 1. _� I "'. -6, . L - C, L PANE 1, LENG�� INECULAR STORM PAA,t� I I I ' L, RECULAP S410 PANEL 0, _$* a .4 .' " " " I � - _0( , - - . , ,(I ). - � � -b- . . . - . - . ; ......... 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I iI .1 I =,,(�.,N "foLA Eli . 11 11 . , i , I 1 - I I. 2 i, � - J�- `7� . �J�,�I,1-44_ , .. __ " . ,�, " , i L-,., I � i,i " , 'til I III%, 2' i � 11 _:.� -I- - " I � ".I' I I � _,_ �___T� , - - "--: - �, - I ,� .___� . I I : , I 11 I I I , " ' , � . �, , n�,_*p ,;,�. , , 4 1 1. I i of . 1 I I t ! . ;. _� I 104 1 MAR 0 4 I 11 - � 'Cut E �,� � � �.. . , : �. I� LF L, � I I � I il - � � � , I . I L_ ' - 2'.. , ; I ' i � I 'L�11 . 0" , �i I /* REOU � �..l "... PANCLmI PLUS V � I I _C�P 9 2 I/2' n c i V * 1 tirtual Review Assist. In � I j I i plan eview As ,St. In I I , ,_.. . In . I ! I I I I I s Review completed and approved ALIERNAT IYL --�JIAYI! ALTERNATJYE R-3 for compliance will) the 2020 FBC 7th Editign . _R � .......... ........ 9 _UFE SAFM.-PANEL by Oebra Anna, Klahr PX2300 I w&"__mQuwjm /'��. � i I , '. ,�P - - -!I I . , � . ,,�q`-,i I I* �.._ V%�Ehse- ... . '� � z " I 'i i . 40.44161 � 'I. I ';;.'? ;V;LD�Nr, CODE (11111-0 wgh V0I*cIIy HurOCO-0 Zc,,,,� � - , . A � r - . _____ ----- - ._ _ _ , ____ .. -.---.-- mm. I N,", ---. -_,.-, I I I..'�, I I il. I ,"A CAa CALVAN17ED STEEL SIM PAKI, I , " I I %.. STATE OF ,,(c NS-TA�i.AT),r*� ART CINL'," VA1.113 rcmi HAX, A,S,D . �1� If - - --.-- ___ - � .�� III, __ I __ . _ .... _... _1 . li-IM - � 1 ."D4 1 " , �:, I I � ,- - .I I 11� 2 - , �, I , -1 ; , ' , I , , , " I I Vel ""III., :r , -% 0,11`1 "AsIrl - "'. , I Il k�, -4I IN - -�, ` I 1. - � �?..,t ,., GL PRO C ROD I . 11"', ... "' - ..i /I _._I.L ECO �� I OBAI TE MIN IN - UICTS, ILM I . __ � � �_._ . __ _ '! .,4I lt� ". I I 2 .-N WUUL� qNW -, A " . NFw AI VRAME CCHWR,uci,� ` I Sr .;�V, / I, " "i"', i ","ill' , I 1 ��, I.. I I �r R,� PlY 41 1 W I 1.pr(�Wlr " " 1-1 .1i-- "i ;.1w.1 - -I?$ - : '11.1, 4L . .'.. - - 1 � "NKNIL iSIL'" 0- 11 ii�,�..", 20 DEN1511y OF 0 5L Ok t(,,_ � . - r - - - - "I . - -7,;Z' TPARNAI - ___ ,� �Gaw _4� , ;. 4 MA �",.rL��,,,t,,� r - - � III" AT - - _1u__1 .. %-T,;;�-. I - I -..-- I , �!_, � , , - - - . i �wal.& 01 " - _. __ i __ ____ - __j L-1 � I _. ___1j�_L_ffV_.__._ ___ � .. -b.- 0 (3.) = u) -Fu W -4.- 0 �:> 0 C-7 m 0 = (L) L_ (1) IL 0_ r_ _0 0 q) Q_ 0 L_ = cz --c3 0- . - 0) -I..- C-) a) m W (3) . 0- (-_ = (10 (10 (f) (1) -0 0 0 �2 -0 = C:) S_ . L_ (D o 0- = -2 3: = .0 LL_ - M C:) z= M 'a 0 m > U) - _0 E 0 V) (D & a) _f` 1, 0_ - = U) Im 0 4- cu _f` 0_ - -0 .= C/) < t 4 z z w mi Z-V L. . (D I (D (3) _11III-0 4--i C/) 'foo"I CIO > 0 S__ U) 0- CL III (1) -1--i 0 = :3 -0 I M 0 0'-- 0 (a) 0 L. C/) m L. co Z3 Lij :�i < 2-7 = < __j a_ ____ SHEET I - NO. SH 1.4 EZI/18, - ---- ---. -----. . - - - I +Ezvw/la ANCHM , (sur sECTION as a ALTIAMAIIIIII ry1w ON N.ry 10) - 1i UP. - -!, - - , ill. " mi, I 1�9)(SEE NO`1T 2) .I I).40 (SEF, - , (0)NOTE 2) C01- S'"S, 1 - - - ,- - -- -- ----- - - - !/2 � .0 - 1� - " - /IiC*. A,I-liai OFr -- - . . . . ---� lt=z� 0 - - I—. - ! 1. I , � -,? -2-- -4,---- - I'D$. , LAST PANEL(D TO BE INSIALtED At EACH OPEtAM06 SIA, - AIVA-- % � : I ! , I * "T' : I . I/ � I : �) - ---'r 1-7[� i , � 7��I � : � I . � -, , I i, I . 1----T � ?1 - _ I �? ? , '17 1 1 ? 1, - _ -i ?17 ? I ! r - , I T. - -. -7 I P"DED W/ RCOkA HANDLE 10 FAUXATE ArSTAILLA')Oh ir Nt�-Nak'. I a , BE INIVAILLED FIROM INSIDE Or STRUCTURE ; . : ! I a I i � � , I � , , i : i I I AT 2 PER I I i � I , 1 i � I . : - I 1 L � 1 � 1 1 : i I i 1 � I I-APEL , � � I z I IIQTES ; . I i. L-L, I L 7, 1'. 11 1. I - .1 I I � , , , , - I . ; , I I f , (1) 21.� -'. : '�', ' I !.11:-_. ,� .' JAN, S',tFIAl PANEL 'jYST1%I . . ',!. PAJ.( I I ' (41TEREr,il PAN[! , . Nli�', . . . . . I., i I � .;1 ... CC,..! ,.. . I , . ANI. . - L11111 'FACKS TOP & BOTTOM I� .4 F NOTES :1. .1. 4 ii � I I . I . I I " !' ` ' i I I : ! I I I OT,41CRONSE A STOP PAR (g) SHALE BE PROull AT TOP fir StIt'll I I i I � I � : ; �'i ` - , B. I,"; EWLI FAI SIVIL.I. ALWkYS BE COkMEM TO BOTTOM islAce I LA'A A , � i � .'Ahil ,11�,, , FAAi . � � , I � � 11-14 I: ,/ 4: , , .. - � � � �- I I 1 � � ,J,� -0 � i 1 i I � � �� * � - � �11 ; * � � � � l', , AK A IF I 1 (3) .q 4� ;01*� F -IoNt, 1?� tc, P,017,w IRACII. cL)N#hI,1:--r'UN 1� I I SIOA, CONSISI Of f/4'o �10.3/4' HE'S W/ 1,10"OYL?" a ZE.6 � , � A , I � IN: � ii�!, It��, A. I,!Ae ;D.I* I NUTI OR I/ 4 9,3/4- VIA T41JINIK(AfIN UNTO TkIi �) 2"';', ! ! 5 S WA 7'5 IN 0 CA CAe,.ftV TRACK I.C."CATION OF FASTENERS MAN' Of AT ITITHEM OF W :,� � ".I Iii �". " S A-LKARLEt I EMMOR FLAT r4AKES Of END FIANEL� r IL I ; 'DIR " I I �. � i 1: i. 11. . - i ! �, � 1 �, , I , � � 1. or %, . ,4,, IN CASE THAT ENO PA04CLS AiTC NOT CONNECTED TO W."OV I I a 1 - 'RACLA (I 4� A STOP BAR IS ONLY USED AT TOP) OLT tEAS- TW' I - _ I I � I j i � I T I PANELS SMALL BE CONINFrTIED 10 BOTTOM TRACK LAIN17. �1` '., I 1 1� --�L I I `-`,-;--k It,' t. , - ! , I t- 4-44 - Tt :: , I , f t -111r, 1, , i r I I --T I I , I I t 010CATED ON NOTE e�5) ABOVE IN SIPC�.CASE COIII - -, T ; TO B"-TC4j TRAL"K. VA I - I ' , . . ' JL. 'ANFL . ,,,:, , ."; ��.�-L�� j- � , -j- .1 L 1. -J-' - L� I- ..;..j J L L -1 -1 � �LI-1-L,L.L.-J-.1-1-1 J-J-Lit I I - - - ; I JL �-j -j , I I � 1�- � I I I . It A I . . . I - . - --- - - ... 1- .---- - --.-,.- � , - ", A.. - SEE film 4 . - !, F", - I . liFl. SEE 5 - C7.)Fx,Cq1 !11 � I. - f WSTALLATIOl'IS ONE' V" FOR WINCI NOTE '.. it, - WTI i - SPEED UP TO i 70 ,,,�P h - +E21/18. - ,�F. - � � 1 1 1.7 I " A"'I[R.1761E E2.40 CIN 5-FT7 19; I I F71W/18 - ! i TYPICAL ELEVATION FOR SERIES 2000 E-Z HAN-9 -9Q&LEAffjA(jj'- �Yl � (t) I"� AL I, � r ", - 1 - � 51117'LAT" 13~ I til, Mo. 17.4p -- � I - t wicLi �� -- ----N- `7 7 7 70*7 7 \ 7-'7 7 `7 / `\ / \ I , t, ,,77 77 1/4- 1 � VAX. CAP III " ... zaje��rf-uyj,q - M - M , , � I I L-, ---.-.--- �,,,,' .�..T .t7,!,i I I . it �- ,,, , . . .1 Ql .. .. %- FLORIDA BUILDING CODE Ili Hiligh tirtiocoy HL,,,,i.o Z,J ' . z . 4 - 7 r. . I . 11 z : 7 I. ic 24 GAGE GALVANIZED STEEL SiOlho PANEL - ". = : . I I_ - . j _ * . * 1 - 11 ---.--.- -,--- = * I . - ,, :t n 0 \ MOM PROTECTION PRODUCTS, LLC. "i "` ... .. r* i . 1i .$-., SIAU 0 ,* ;ILIE C 0.ftc �q - " D, I � -, t-W -i-tim----sir-�6� 'AH,,I ..'�,. ii-�' S, ., of" ., I ,�; ,.45 .4 .;# - -, '. 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I - - - " .., LWL Mao - III, .4 - - ""'If Ill, ."..,)*" . i;�; ,ill,, At " I L-a'jr ENGINEF n-IN(-, qlrA:;^ ENC31NEERINca EXPRESS * PRor)uCT EVAL.UATior-4 RE:PLJRT September 15 2020 Applicallwi Numbei IM,j - R2 EX Project Nurnhio, 20 11154 i Product fAsholsit-huiet Alt A".11ran Shtrth�rs arid Glass Ivaintilactusei Adifiess 1540 Donne Road West Palm Beach FIL 33409 Product NELTMET III Description 24ga GoIllianized Steel SIo,m Pioielo Large Misstho Impact Resislant Scope of Evaluation: This Plodull Evakiation Report is being issued in accordance wilh the, requirements of this FiarKla Department of WISInells and Pfolessional Regulation (Flosida Buillibriff; Commission) Rule Chapter GIG20-3,(NDS, F A C, for stalevvide acceptance pei Mli,thrid �icl) The producl wited amile ties been lowed ondlior evaluated Exis sum'"'AnZed herein to show c�rrqAw(iCFP with the FL,jkqjA bitow ,..; Lixii, I for the pialFuSt, I,defilftld A I-z�tt,l oqu,oaferil r.; utat iw ulVl y If,,- I sow-Mb Edition (2020) and is A L, CIO, He tvaluilhon "Itnis Product shat be iftIcaird I*IlowlifT polment Fictioda StakilitV Code "Odificalitionli a, ievailctI6 Substantiating Date: " PRODUCT EVALUATION DOCUMENTS 11 d, ~N 920.31543 tillwi 24(;' GaNar,tipo SIMIHI Storm Panels (MVHZ 4 Non,44VIMIZ)', shoets, 1,5 reeptued bit Engloneerning Express. signed A, Settled by Frank Belmar& P E is an Hinegra part ot this . , ot:ilirio Report . TESFREPOR1b Untlamnstartill: stitichlial pefloomance has been tariteclat accoidiance with TAS 202test standards pal test reptiaths) OBT-"G. 17-001 by Stackwalts; Testing Inc I arqi- , . tot) it, oc(owatic., with TAS r ,,, ,:ns E-livact resistance and CVCIA: loading performance has been Patti , I ,I ,,�� .1,1.', I-t �,Ia,M,ivi. ,,I,, IF,I ,,,,, 0- 08 r itc(? 1: 0011 try Bla,*,�ato Test ... a r,c . STRUCTURAL ENGINEERING CALCU" TIONS Shuctural wiVinsering calculations have bean prepared which evaNaft the product balsoc on ,oCritiorilliva sitirProf national analit. to quality th. hi$Toong design cttoft I 1V1axlrFmiri,AIIFAAabIeSr,an% 2 Aifin-trtim- AH-atAi., Spior, 3 11,41twiturniGlowitSeparshop 160 SW 12" AvItNue SUITE 106, OtERFIELD StACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TRAIMOENGINITERINGEMPRISS.COM , "GilietAlMefIrtalts cc" �-Ili. .1, it - /.� Z;`- 0 1 , -- - -, �% I I . 1. V ,, - I? , f� ol,5ii�`iln: - '� 01 � � it 1, . it � . 11 11 . III, � � ,-,, , I I . . .L 7 o"i �� I / , 0 1 -, I. - , ',-;;, . / IMI-43IIINIIAL" '", , 'i, ."),.L . - . Aut", . , -3-� 1 T-S 111 - IF", , " ` ., oi�- 4- " 'o i-,,, .- 7-��-�,,��-:.�4 ��r " Ir"M ENGINEERING ,- lzz;�k Pop 2 (If' All Anitmcm Shuffer, and 6101i,t; - '4ga Galvanized Sted Siorm Pari NO 331/. Increase in agowable whose has been used in the design of On product Sepatabort from gisiongis W require,; tot inistalialions outside of issaid Zone 4 and Elow4tial factlitnes Impact Resistance: Large Impact Resislanca has beets demonstraled ils tividliI ir, pre,liiiIIIII� 10Mvit 010 I tilIntli,, I and 1 accounted for in the enigneethinut jesign of [him pwdiLl-t Krind Load Resistance % product has been Designed to testst vAnd Iciadis in; indicated .n the span schedUlets) an the te=ve Product Eveliaboo Document (I a engineering doswing) Installation This product sncg bemstalled in strict conripliti with its oespertive Product EV31LIMb" Dtl(,Ilf�fll 11 '! e rig Floating drawting) along with of components noted theiiiHn Product con"nents %hall be of the material specified in that Product % respective Ptoducl Evalijaboo Document Ii 0 ongine"nig drawing) Limitations & Conditions of Use: Ui.c. of this ExUdM( 36dit tKi Ili 51,1CI EHLUdfILE' IVIEII Ine 10spVChi P--AUIA EVANWIlill �'�� ` I 111�i i � I linglineefing droviring) a noted heroin AJI suppa" host structuasis shag be dogionod to OM34 80 suporiffilloosaid badiR and shag be of a maARIL41 Wed in this product's respective anchor sclhodule� How structure conditions, which are that acCounted i im this pooduCIS iiespeC.1ve onChrot schadule shall be dosignowl for on a site �%%Pfidffc bArifs by a ragirstiered plotiossion"I .... 9, All Componvi IIV Artich we poin,drioldhir int,tailled she* be protected against c000�tin contarninistoon and other such domago at 69 Iffirsas Thin product him boon datsiTned In, tAllill ,within and Outside live High VoocxV Hufricana Zone (HVRZ) Ref,pti:00%. . 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I I i I I - Raw ,a or Is E=111111 rl,lwo- �, "'It. F ----------.- , - ft�H#FM ` N -- -- -- 'MIFI-161�%. �� r - -- I\\ ,; - - - ALL AMERICAN SHUTTERS AND GLASS I . MAXIMUM ALLOWABLE e--'Z- ',,A.'. '."-",I- ' -.4 -� . DESIGN PRFSSI IRES: 7;�, -" 11.1. lit; I, . � 2 ga GALVANIZED S7EEL STORM PANEI S (HVHZ & NOW HVHZ) I -.--- "'I�ot--,/ 'w;1kitoft . -� �, ----- --- - - �v I -- Wne 1*40 I ,:I, IN D15K,N1 DFSTGN NOTES�. I S'�HECIEJ �� ,t I - I WIDTH UKLIPIIITET� "ITIVE AND NEGATIVE DESIGN KIESSURES, CALCULATED ,,,� .7 -- FOR USE WITH THIS SvSTeN SHALL BE DETERMINED Pell " I PERP. To PAM SPAN , SEPARATE EP"WRING IN A.F POWANCE W17H THE 4 5 � I ;1 Go 111811INTS Al, t . H If , . FOR 4CIONT (CONN- rvp - ON= IN UMMM 'I ASCE 7 AND CHAVI Elf a ��:e TYPE AS W"Q-01 L02 OF THE rLORIOA BUJLDIW. CODE 'RALL BE LESS THAN to I i WrONS I - Olt WATIVE DEGICRI � OR MT T. Vi Ll N - - 1 - - ,"ICNA, Fit,' r ; "IC H PW CUAHAPOBT1 SrEDHERMINFORAN, � 5 IF I i SCIOSWITH WASMEREC� ASSEMKY AS SHOWN �'f I - I / VIANIGNUTS FA�TEW-D & ,,. 2 ji T * / , OVERLAPS 0 W D51PAN (USE GENERAL NOTES: . . E 1i � _ i . I APPROPRIATE APALN TABW , 3r T I V 7d , y - I , on ly . 2. THKI� SPIEL IFIC&I [QN HA`; UEUN of 'jLGhLV �M SHAI I HE FlIAI� It - " '1.� , LU .j , p, ACCOILDAINCE WrrH THE p1g.1tir-cilres 0, rH9 FLORIDA MO" CM I . C, :1 IiI � i i "' . At ]z ,, I -LAJ%V7EVl SeVINITH 11"Y'a" ?[i -E Ann OUTSIDE cA I'mal 4- &FP n ... J, OR 4st 0 Use lmic I ..", I. X -- TAS Z01, P1111111171,11LI ll,"TN-l"UR"-l..ItPitl�i(,-It 1$ r 544,IJ4 i I I . ---T A.. CONAN'14-TO ALL LIDICAL BUILDER4 �60J AN ENDIA FIAT!; HIM K.H FIA, , riteitta I I I I .9 - it APPLY, DEaXIN CA BEYOND AS STATED HE REIN MAY RE"? EA U`JE i _ tDOrrMHILSrrE-G"CWIC SCALED EIICIHEFWr- � , , . , ,., , � . 40 I 1,iIIIN16 INCREASE All ALLCIVARLE 5 TRESS 04AS SEEN USED IN Fill i I DESIGN Of THIS SYSTIt". � � - - �, t"! AR1-I1TTFC TIE NcMNEFP Of RECORD FOR THE PACVeC7 '. - I SUPEAST"RUCTURE WTrM WHICH THIS DES140 IS IJStDSMMI W $kMPWISIBLC E-1) I . ,/ I FOR T`NE INTEGRITV OF ALL &UPPOPITI PIG 1URFACE4 To TMS DESM WM"H I I I I , I � . , � ... 11 I ki SHAIAL 91 COORDINATED MY THE PEAMIT"FIG CON'TRACTON. a I.. 1, SlYt-Slit' 'SeAU! 0 e - 11 I . I r - I ii, Stlitui .IFV I"Glifflet"FoG S-AUL Be =UWD W - I 1� all. 0 ,e 1� � ORDER TO OeVIAT? FROM LOADW . - I ` HEREIN. CONTACT THIS ENGINFe C=ORNO�ATOEPII,P$Apli"CAkCCOtILA7104SAr, 1 4 (ccAME, TYPE At. N 11, - MAY at Re ' L RFQ'D) 11 Ifm. ,a'. ��, It THE S%US=Cd!TA1LE. hMCI1 M 5 NEW -kt, 0i VOT PROI01rit �2 i �- ,, I &� tutnPUEATitak Fog ASPEciFicsiTt. Forivir. �c;Iiojiiwc:i,uo4rftwTlMQM U,j t 21 1 1 ., � I Iii r0ril= 11,14.0 4W.1m,46 Ca "a ,, �KIAI,Ljla) HER 61C rini".I.Ts TIE A v I. MM"racAl �: I n MAY BE A� 14;io,. , HC " Pic 091; IN 111 R j I a eor C'M - - FQNJV"6�710ft WITH, T41S OlocWHEor . '50K REG; :D 91 1 61 MICRO 1'r*S�NI)KE� NrJrP,D tallithIN ILRE ROVEDON MAXIMUM YIE!iTEP 'Z TYPICAL VER FICAL MOUNT ELEVA11ON PMESAAMI, ShYlLAD BY A 1.) SAFII FACTOR, = . , S (:E) ? 4 N� AfEM OYED LA C"ItEll�VrIlk :1t I � SMSE" z: �1 k , nf,76 BE I�L* OR OkEATEP, �� 11 T O� ,f, , r 11 $14 " SH BE CADMIUM PfL'A UM I 6 91 L*t)RROSION -RESISTANT MATERIAL AND fiHALL rCKVLYWfM 'SPECITICATI'a"S < 1, i Fi ALIMINIJMSTRUCrUKWSeC=N I �ENTEICALUH(14001 "a . . INC,, &ANVAPPLIfARLE FEDERAL. STATE, ANDJOR LOCAL COOES. ---N' Q i 6 ow Hr�I;V) a ALL SrDR?4 P"FILS SMALL N* 24GA STIPI, C-0 Mit" - " ..jrjpi 1"Phl", uw� 9 STORR FANC45 �,AUL WINFORMIC AS11M 46313STRUCIURALQUALITY of.' R A� Ettirl I (1,;FAU ANWI 1ITIT GSDG��AloUEDCON�WiTbAkMIMUM7L�SIK'SI. 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SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3Ar CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK OK EXTREME - WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOWFIRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS WEATHER RESISITIVE BARRIER WEATHER VE BARRIER tARILY SECURF WOOD FRAME CONSI R. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP �,�VALL BY 6 IN. WEATHE RESISITIVIL 8ARRIER ':,L;,!- TOPS Of JOISTS UNDER DECKING (SEE DETAIL W1307) ED FLASHING '99d HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut. fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under - weather resistive barrier Fold weather resistive barrier back over head 2) flashing and seal with tape SELF -ADHERED FLASHING ScaW NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FWP01 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING BEAD BRIDGIEG CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME N�G TJ "SH OVER WINDOW BUCK ALL THE WAY APO)ND, INCLUDING SILL D BOTTOM NAILING 0 NOT FLASH OVER F LANGF SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING FENESTRATION INS] ALLAJ ION AND I NTERFAC HALF ROUND WINDOW JAMB, SILL AND HEAD DETAR APPROVED SHEATHING APPROVED H04JSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4"CEMENT PIASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V'SEALANT SOCKET NTH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTFRFACF WIT, i EXTRUDED SHOUL DER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (�) in each detail that corresponds to the numbered items In the Ilst of Instructions Wow: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release papel Using the ripcord (Split release on demand embedcled in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (15" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accoi dingiv t,) fit tight to cot ner A. Mechanically fasten as nprp.ssaiy SELF -ADHERED FLASHINC, NAILING FLANGE -7-DOUBLE JOIST SINGLE WOOD BEAM r ING WO Z IS jjj� F JOIST BELOW R SEILF-�A?DHIEREID SELF -ADHERED FLASHING FLASHIN(7- (2 SELF -ADHERED FLASHING DECK JOIST IWPO7 2xFRAMEWALL- TILE FINISH 1/2" DUR0CK-----_, ........ .... 8"CMU 4" OR 8" CMU (PER SEAT DEPTH)-. FILL WITH GROUT SLOPED MUD BED PAN VINYL SHOWER SLOF-E-- V-4" PER PLAN WFATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTLkIOR SHLATHIN�, V4% 1 " BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMS 6" USE L IQUID NAIL BRAND OR EQUAL WEATHLR PROOF CAULKING -A (SEE DETAIL f CTION SELF -ADHERED FLASHING UNDER DECKING SEAL TOPS OF JOISTS (SEE DETAIL WIJ071 MiEIA:i:lzi:iw.11om!om IBM IN-Aw- m SELF -ADHERED FLASHIN(-, EXTERIOR DOOR WITH DECK 3" MIN-," SELF -ADHERED FLASHING OUTSIDE CORNER L1J V) > M < 2� 7! !6 W LLI 0- Q_ LIJ ru W < W Cr W U) WINDOW UNII FLASHING REQUIREMENTS DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 3/4". 1 * BEAD OF CONSTR (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLII D UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMS 6" USE LIQUID R703.1.1 Watcr resistance. The exterior wall envelope siall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR FUUAL WLATHER EXTERIOR PROOF CAULKING within the wall assembly by providing a water .-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of CEIVIT. FIN. Jraining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLARHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier One layer of No. 15 asprialt felt. free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR a roved water -resistive baiiier Shall be a l ed er st d o - h thi f ll t i ll N 15 h l f l h l pp pp g o a ex er or wa s o. asp a e t s a e app ed or zontally, �11 with the upper layer lapped over the lower layer not less than 2 inches. Where joints Occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instrLICtiOnS. The No.15asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIS I appendages ir a rnanner to ineet the requirements of the exterior wall envelope as desci ibed in Section R703. 1. R703.7.3 Water -resistive ban iers Water-r esistive bar riers shall be installed as required in Section R 703.2 and, where applied over wood -based sheathing, shall include a water -resistive japor-permeabie barrier with a performance at least equivalent to two layers of Grade D paper. The "2) J- individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (Installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance kNP02 CEMT FINISH SILLI POTSHELF/ CHIMNEY SHOULDER WPO3 equal to or greater than that of 60-minute Gra(ie D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED R(.�LBERIZLL) ASPHALT substantially nonwater -absorbing layer or designed drainage space, INSTALL SFI F -ADHE'RED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB A HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING. SEE FLASHING --i SELF -ADHERED FLASHING- FLAN(3LD WIND()W shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. FILlid-applied membranes (SEE DETAIL WPOI) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED wall cavity or penetration Of water to the building structural framing components. RELEASE PAPER- entry of water into the Self -adhered rnernbianes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF-ADHERFD FLASHING, RELEASE PAPER TO F EXTENO A MINIMUM 6" ADHESIVE 0 SHC contraction, ASTIVIC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied nie,nbranes used as VERTICALLY FROM BOTT4_)MOF flashing in exterior .-,;ails shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be instalk'_,d at *,he foilowing locations: 1. 1.Extenor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish (-)I to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the f,111owing. The fenestration manufacturer's nstallation and flashing instructions, or for applications not addressed in the fenestration 5 ice with the flashing manufacturer's instructions. Where flashing instructions or details are 2] 5� 4 manufacturer's instructions, in accordan 4) not provided, pan flashing *hall be installed at the Sill of exterior Nvinclow and door openings. Pan flashing shall be Sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SLI_ F-ADHERED FLASHING 1.3 1.3. In accordance with other approved methods WP05: INSIDE CORNER WP06 1.4 In accordance with FIVIA/AAMA 100, FMAi AAMA 200, FMAWDMA 250, FMA�AAMA! WDMA 300 or FMA/AAMA/W`DMA 400. 2. 2.At tf ie int er-section of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides Under Stucco copings. Ground 3. 3.Un(jer and at the ends of masonry, wood or rretal copings and sills. 4 4.Continuously above all projecting wood trit'll. ::7 5 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frarre construction. 6.6.At wall and roof intersections. X Watei Resistant Barry ,f 7 7.At built-in quttqrs, :-LF-ADHERED FLASHING kTCH PLASTER STOP CON rl NUOUS BACKL R - ROD & SEALANT ASHiN P08 - Lath Sheathing Stucco A .4 4 �4' Foundation Wadi', 4. FOUNDATION WEEP SGREED STRIP OF SAi DRAINAGE PLANE WHb BOND BREAK WRB SF LATH WRAP DP WIRB ONTO THEVERTICAL SURFACE TO I (--)P OF FIANGE AS AN AIR BARRIER 3-1/2"INCH FLANGE T �.IIS GAP IS A RESULT OF NATURAI SHRINKAGE. DO NOT SEA[ I.)RIP SCR LED PLAS I iC ACCESSORY SHM �'Lk SE/\ 1 WP 11 SOFFIT/CANTILEVER L EG END si-1: ERED FLASHING (SAF) DF.AiNAGE PLANE (DP) WEATHLR RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, WB' PLYWOOD. DENSGILASS _-STRUCTURAL FRAMING f�TRUCTIJRAL SHEATHING A. . ____ STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB IH SFLATH ER STOP NI IOUS BACKER Ron A LANT NTiTIOUS FINISH Cement Plaster - in accordance with A1STN1C926 > d 2nd over woo floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8"Cenient Plastei ii I accoi dance with ASI MC926 Felt backed ryietal lathe in accoidance withASTIVIC11063 Building Paper 7'16' 0 S. B sheathing Metal Flashing Weep Screed Installed As Per Manufact Specs. Maintain Botton of Weep Screed 1 1/2" to 2" Above Roof Sheathing //8" Cement Plaster in accordance with ASTMC926 Felt backed rneta� accordance lathe in with ASTMC 1063 Building Paper 7/16" O.&B. sheathing Slarnpede or similar cauk bottom joint only Weep Screed Installed As Pei Maf)LJflCt. Specs. 112" Cenrientitious Decoi ative Finisl I -AP inside and outside coi tier wil need to be initer cut and caulked al; butt joints need to becaulke using Stampede ni sinn CaLilk for all NAR 0 4 2023 Note: Virtual R Assist. Inc. The building paper and meftW4.4AAWg9 installed over the top of *C'mWilar"Iti I ted and ppr ve bY Debra e 2020 FBC 7th ition Anne Klahr PX2300 WEEP SCREED DETAIL tj_�SCAI F: NOT 10 SCALE U) -0 > (1) 0 0 -0 Q 0 (D 0 0 0 0 = 0 - - LL_ CIO co > -0 E 0 U) (D (a) J-_ (n 0 U) < co > 0 L.- 4- C)_ < 0 0 0- (1) CU Cz LU 2i L SSHFET NO. WP1.0