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Home My WebLink About6259 Back Forty LoopABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BIRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT C = FOOTING CALL OUT - SEE FOOTING SCHEDULE ( = KEYNOTE CALL OUT PRE -CAST LINTEL CALL O = OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF lomm _ STEP DOWN STEP DOWN CALLOUT ARROW SHOWS �-DIRECTION OF VIEW *��_ ELEV NUMBER SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < -ELEV NUMBER 4 A15 2 SHEET NUMBER ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A 3F-SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS 4AllDIRECTION OF CUT SECTION NUMBER ;SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP.10 EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.I. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARIOM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2382 ADS VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS COVER SHEET Al FOUNDATION PLANA2 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED 1ST AND 2ND FLOOR PLAN 3.0 MASTER CHANGE UPDATE A2.1 SALES OFFICE PLAN A3 STAIR DETAILS 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLAN 5.0 TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 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 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL 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 RECElVEC OR 0 4 2023 MAR 2 5 2023 V_�A Virtual 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. r- N O N �- y4n, y in CD 00 ryq'yf �y LO fK.? Q az.k r �y i:l w o £fr � LU 0 z R W �O U co V U P A' U m YI u o 0 O o O Q sU ��Q • N D � V LU QN ; E 70 o a R a °a w oL way wHxHW z it W<0��UOLO � Q(n I- Of-Qzw DO0Q WJZLL Ii0Z�0 Ocn0Z0R00mZ U LU ] Q z IL YLU LZ �ZZ�U0a'OX<0= WOWz - nwa�Y OLLQ¢ oa<ZQ 0 Q �- C Z CN �U)0 Q M U ti F-�<�M 00 Z U Wz W J0 O N N O ti N 0 O o6 va r- o0 o O O r �- C)O N O N CDN N N N N N N N N N CO O �- o0 O A c- 1 N O M O C d CD r C)O O O r O r 0 (0 0 o Cn N L0 j 0 C 0 'M 0 "t 0 O O L r- N LO CO r` 1 Z o O_40 W owv0 LU O Uoir< F_0.�a V, O CL W ® Zi �co0Z �Z Lu N w >-2Z� M Q_ZZIL w N OQ2z O < U z ?Q0 .. Z U v g O O F.cn o Q z CS z w W ,:I-N V O O LAST PLOT DATE Dec. 14, 22 0 ® COVER SHEET 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 JOIN r S IN ACCORDANCE W/ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS O KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9-1/2" WIDE RECESS O 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN O REF 7O WASHER 8 W/H 90 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. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY O MONO FTG 16" x 12" DP (2) #5s CONT. C MONO FTG 16" x 20" DP (2) #5s CONT. C PAD 24" x 330" x 16" #5s 6" O.C. EA. WAY DP MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 FOUNDATION PLAN- ELEVATION A 1 /411 = 1'-0" N N O N �e v xaZIO LO o0 /i 3ati F „lti LO B- `aa 6 � l w 20 �4 t 4 w 0 z a ^N1 D Lr) ,0 W L o U (� C7 N N M "i nCn f�f in V 2 m j Oo o 0 UL o ® Q N Q< s N W do QN C � M 7W L O 00 W< w (D w w0qg_jgz w�Q gw�-E- a0 ROQQQ m� VO��O Q C) I- �BO ,�0QZ �QzOz2O � COZOO�mwz LU U) 0Z pw w0��FwaV50o Zza LL a¢ 0w 2H� gYZ Q OQ ��Q� LL 0 O O Z W O� z 0 M O Q U) CV)� LL 2 U)z ti < LU Lq I— W Da.. cM � O Z V W W J� O J O y� N N O N ti N i r O O M Cfl r 00 r O N O N O N r N r N ® O N a)O N N O N O N O N O N N 00 O 6 r M O M r r N O M O0 i 0 0 i i i 0 i 0 o Cn NLO; o CD CD M 0 0 0 CD' n r N d' lf') Or- Cr M Z Z 0 �+v W W (n OCT) -� W Lil O a U O LU W�Q z� �- Cr Q = L< z 'n v Z J 3: N OC) W>-0�� i'.<z0 M �ZzL- (.0 w CV 0_j2z O UILZ� z ?Q0 Z U OU O � z Z W N UJ Q LAST PLOT DATE O Dec. 14, 22 Z Q FOUNDATION J PLAN A B S6 J S6 0 0o LO A S3 30'-0" 8'-9 3/4" 1 13'-3 1 /4" T-11 " SH25 D HID AT 7'-4" 00 S 3 — �3 1/2" LO EGRESS 5068 SGD 2868 - 00 M HB BRG WALL OWNER'S SUITE 13'-0" X 15'-11" LIVING ROOM 8'-8" CLG 15'-211 X 16'-311 WALL 8'-8" CLG 0 ^GG r S3 � M 7 5/8"-,3'-4 3/4" 5'-6" 4'-6" 14'-2" 7 5/8" N V-2" NOTE: PROVIDE 1/2" PLYWOOD 2'_0" DRAFT STOP IN FLOOR X8 WA L TRUSS SYSTEM FOR A CPT. MAX. AREA OF 1000 S.F. TILE TILE (PER FBC R302.12) DRAIN — — - - — — — — _ _ _ — — — - --- KITCHEN =_--------- � " 2 6 KNEE SHWR HD N 9'-711 X 14'-2" WA L TOP & VALVE AT 3 1/2 uw REF 8'-8" CL N 6A75 rn z 0- WALL CAFE OWNER'S" _ 8 -6 X 14 -2 2868 BATH RANGE W/ iv HOOD E o ii I= W 8-8" CLG N o 30 n J oo = I— GG v� (nQ M S3 TB © O TILE TP CPT. u r LIN. 1 A7 2 o iv 1 N DW - ° PLUMB A3 STACK WALL o -1 7 5/8 3'-4 3/4" 3'-71' 1'-11" 5'-8" 2'-10" 2'-2" 4'-10" 0" 3 _6 7 5/8 W.I.C. co DRYER TILITY cc, ° o ° VENT CD co N N PANTRY HANSEN [:1 4 A7 PWDR Zo BOX W/S AT GG -Cr° "' BATH 6" WALL 60" AFF oo S3 d J dCD 1 — — N --BRG 2868 S & R WALL W/H 4" INSULATED N 20 MIN FIRE 00 LINE OF WALL RATED DR C� FLOOR p v W/ WEATHER ABV N STRIP 3) 2X4 U.0 W/ ATTIC PROTECTIVE ACCESS I HTT4 AT — BOLLARD L — _ JI BTM & TWO CAR GARAGE 19'-3" X 20'-0" LINE OF GARAGE IN I OPEN POSTION — — — — — I I I I 16070 4" INSULATED BRG. WALL — S3 D S3 I� TIE BM AT 1 U-0' \ �b rn w P a MSTS20 AT TOP 9 I--� 42 H. 7 _- SLOPED 6 LOW -- --- " WALL 5 APT. 4 --'--- FOYER -- --- 3 FILE 1 2; I UPI A I SH 1/2 34 HD AT T-4" L�' TEMP. GLASS 3 1/2" - 6" 64" T-8" ENTRY 2'-3" _ 16'-011 21_311 81_6" 20'-6" 9'-6" 30'-0" FIRST FLOOR PLAN- ELEVATION A 1 /411 = 1'-01 1 3 A3 ME NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS co m00 W F- Q TIE BM AT 10'-0" m00 W H Q TOP AT 18'-0" 0 1 50 OQ B S6 NOTE: PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY NOTE: 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 20'-6 1 /4" 30'-0" SH25 HD AT T-3" v EGRESS 9'-5 3/4" 2668 1 I� o 1 °6 L' I CM zo BEDROOM 3 R & S BEDROOM 2 11'-1111 X 10'-11 11'-11" X 10'-11" N r` wA. 8'-0" CLG ((4) 16" 8'-0" CLG IMP SH =LU 3068 BF 00 L2668 2668 Zo � ZD Lo ((n 2668 _ - (2)2068BF -- ------- ® ® o ' T_ N R & S Q oLU 22"x36" 2668 TB ATTIC w ACCESS Hv BATH #2 N 2668 TB A7 v M BEDROOM 4 10'-11" X 13'-0" 8-0 CLG m (n L`r ?6 — S� UNTU RN DEE DOOR \/ r AHU M /� 00 CD 06 �TP 00 o !Lill � M N i�., 00 na o NN � 0 2 N bn 1 V-3" 11-4" 31.911 7 51_7" T-9" 2'_8"1 C1 4"'1 -0„ 4" 4" FRAME R & S LOFT WALL — — — 12'-0" X 16-0" O1 8'-0" CLG BEDROOM 5 11'-111, X 11'-11" 8'-0" CLG 26' - O U) 6', co x �-- — — — — — — — — — — — — — 42 OW -----,--WALL DN —� ---� R&S a SH25 16 IHID AT 7'-3" EGRESS 14----- 8" — — FRAME 13 ----- WALL M S6 42 H. TYP1 ------ SLOPED 1 LOW WALL ------ ROOF 9 -- BELOW 8 0 1 I OPEN TO 7 �, ----- BELOW 6 5 2 3 14""AFRAME LL 1 i 36" HIGH 8" FRAME CONT. I WALL RAILING � � SECOND FLOOR PLAN- ELEVATION A 1 /4„ = 1'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) ❑ STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A� 16 AT 7 9/16" 1 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ. FT. TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. FT. INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) MAR 2 5 2023 3 A3 V_; /\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 E0C 70 Edifior by Debra Anne Klahr PX2309 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 N N O N _ z Cq LO Q 1 L � W 0 w _ W 0 z Q R 0 > _W 0 0 N M 2 co � M W L L W � ` o �o 0 LL o d Q s U� W L 0 �C'i ua w LLA� C w �E Uj W0H W IW—a q�_ wgQY°z� z Q� -_j 03!W LLo0,0_j0 Q U Q I-. H ��x zX OZ2,❑I-a~ 0 WLu0ZO�0omZZ U 0 0 z~<WVWowQ5��2q�V�Q coLun.�v5W W�V5Wir¢p � 0QoQ LL LL Z W O� (D :5 r-- O 0 I.-:M Q co CO I,* 00 LL ti F- 0� 11 00 Z U Wz Wo J O J N N 0 N ti N O O 06 m o0 0 0 0 N N N � T_ N N O CD O O O o N N fV N N 0 0 N N 00 M 00 M Oi O � � 00 N M O i o O 0 c cfl 0 0 o ' N Lo; o O o 00 14 0 O LO M LC) c0 � Cr I Mrr //11 v, Z Z z O W _ OW owu) L) O v0 < J o W LI ZWi- F- � =m0Z a �z�W N ��Z0 M Z Z LL w N Og2Z p U�ZU) . Z 0 r Z U OUa o M� W a Z z w N LU �} o O LAST PLOT DATE Dec. 14, 22 Z4_0 O 1ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /219 = 1'-0„ SEE SHEET ST 1" NOSING FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE _ W/ FBCR R311.7.2 RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM 2x MATERIAL 10" (3) 2x12 STRINGER STAIR DETAIL 1 /4„ = 1'-01 1 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 112" 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) (S) MSTAM36 STRAP EACH STUD (1 STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. w O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. �3 WALL SPLICE DETAIL N.T.S. SEE PLAN MAR 2 5 2023 VRW Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FEIC 7th Edition by Debra Anne Klahr PX2300 N N O LO CD n a 00 L0 G' i b % �� ` ...%�•� �a'8•p O LU N LJQ.. z Q ^N W V / '0 W L q i U M co c'7 4- } �aly,� *6 Cl) �rnrn E '= r o W o ` VJ RD � 0 N Q t U�� •^v`% w QN c W L s=Cl) .q E C—) W 0' A FL w uj w LL) w 0 Z. w I— Q oO¢a¢Y0=—�OU00 w z� V0 F- =Xz OAOZ0�005z �� 0z F_Q Q-Q W� ww Zapnww) �zW( ZLLJ <wow Y�OQ~wWUQ l-OaQ p tW]Qz LL Qw O Z W O �- U ti 0 (D 0 CD � ti z W < Lq F— IY IZ M_ IL 2 - Z U W W J0 O .J N N O N ti N i 0 0 00 �- (D M 0 0 0 O O N O CV O CV O N O N O N O N N c6 O In r' W O A c� " N O M O c d o 0 O o O r- O "'-' o 6 0 NLo U) ; 0 0 0 '�t 0 0 0 ' n � N N M � Cfl I- Cr CO Z z O owv) O UoW� �0�a un, Z UJ r� Q =m0Z N (Dz3: �.�ZW >-W� M �ZZLL (.0 w N 0<2Z o Q U�zz Nz Z �QO U U a Oo W � z Q z z w N W V O LAST PLOT DATE 0 Dec. 14, 22 z O J DETAILS 30'-0" elm STRONGBACK I- ILL STRONGBACK BRG 14'-9 5/8" WALL o S V-2" BRG WALL h- ---------- --- ---------- v O fV (V NI I I I I I I I ; ------------------- I I I I I I I II M I I I P II I I I w I I I II BRG I I WALL I I L J N -------- o A ___ r-- 11 " - II- _---------- ______5-_8_____ ------r-------I _______ ----- �- -- I I I i BRG WALL II H Ij I I w Ij I I I I I � 771 N CONV. FRAMED @ STAIR LANDING 00 FTF4G 1-- - - BRG WALL �- - - - - I I ii— 1 I I WALL I II I II I II II II I —J — 9'-9 5/8" 0 O 1 i V N B9 B8 ATTIC ACCESS I B7 DROPPED FLAT TOPS OFBRIG HIPS FOR FRAMING (GIRDER NOT DROPPED) B6 B5 B4 B3 B2 2-PLY 2X_ DETAIL LEDGER SEE 11, SHEETA5 M1 0 g v BGE 20'-6" 8'-0" 9'-6" SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A 1 /411 = 1'-011 30'-0" a a ¢ ¢ ¢ Q U U U U U U CJ1A CJ3A CJ5A U-106�# EJ7A U=1063# CJ1A CJ3A r N ti CJ5A A6G DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A5 A4 r' A3 o `v r BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ¢ M ATTIC ACCESS: A1A AHU Al Al A3 0 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) A4 0o A5 U -1088# U-1008# CJ5A CJ3A CAA EJ7A 00 4 A7G � C3 q N � G U P Q ¢ ¢ U U U 6'-0" 12'-0" �L V-2 1/2" 7 7/8' U ------------------- 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A 1 /411 = 1'-0„ SHINGLE ROOF HEEL= V-0 1/8" PLUMB CUT i�� TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8"A.F.F. 1I HANGER CHART J L = HUS 26 (SIMPSON) TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES VA// MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: r ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS Total Truss Quantity = 98 HEEL= 4 1/16" NOTES: • FLOOR TRUSSES ARE CUTBACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9,2 PSF DESIGN CRITERIA FBC 2020 TIPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psfnnn-concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF NOTE: TOTAL = 5b PSF DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUS f 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 i V V \ Virtual Review Assist. In Plans Review completed and a for compliance with the 2020 FBC by Debra Anne Klahr PX2 Labeled End Mark .FTENT1ON I A� DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60' Span Spreader Bar 60 degrees or less I� 1/2 �I I� 2/3to112 Tag line r span approx. 1 Tag line r span approx. REFER TO BCSI -1131 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 UPLIFTPS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY LOAD# DESCRIPTION INIT. DATE R/01 created from 7A2 2386B A.S. 2/16/2017 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 @LC9 HMT 1/10/2020 RD01 UPDATED FOR LCA SHIM 1/18/2021 CARPENT ER, CONTRACTORS -----= OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE p 2 16 2017 JL LAN# SCALE N333531R 1 4 "=1' N N CD N - N tO co LO fey K z ,` 0 W z Ln > 0 W � U oc� d 4 N m V) V ❑ O - u a A� M o L t �Q O 'N `U O 0 N N L 0 E� 0 CL W (D LLI ❑� Uj wpl- W~ LLI J Y Z 0 Z Q V Q F- ¢0 J�p��UO� JO ❑❑x ZLL IL0Z2�❑�¢~ 000°9ao_Zoo:oom,0 � CYO Cn z LU a LU (0 �� w Boa>zY❑ZZ -z 0 a. Q0WUg��-gWp2U❑Q YZ9< ❑ =O ❑�QLL OLL ¢ sR O O Z w O� M z F- O Q U) CM 1L,8 I- LL w I%- I-0�M Z0 W W J O d0' N N O N N i O O O 0 Oo O N O N O N r N r N O O N CD CV N O N CD N N O N O O O M O O O � 0 O� 0 0 O O r 0 CO 0 N I LO (O r` n L / M Z Z O -Z- n+ W O wU�'- 4 U��a U� F- ZW 0 a- �¢ r� =m0Z I- Z Z J N �MW 0 Z M CL Z z w N OA2Z O Q U L z Z Z �QO • Z U g 0v 0 ¢ Z A4 z W N W V O LAST PLOT DATE 0 Dec. 14, 22 Z 0 2ND FLOOR ROOF J FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 6 SOFFIT DETAIL pia _ 1 1-ni, ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL S1701 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 17 SOFFIT DETAIL pia _ _n N o � P fV N CV " 2" 2" 8 �FA�LS�EAM LOUVER DETAIL TYP C COLUMN DETAIL _--PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S) H 10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. 5 ROOF SHEATHING (S)A23 E---MTL DRIP EDGE 2X4 SUB -FASCIA •°> 2'-0" 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 11 -*AA _1_n PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 7L o 0 0 I o I o I � 8" � V-0" � V-0" 11 LEDGER DETAIL pia _ _n 1'-0" I. 1'-0" 1'-0"- 4" STUCCO BAND 6" STUCCO BAND WEEP SCREED — C7 CD W CV = z_ 4" STUCCO BAND 5/8" STUCCO OVER MASONRY- 8 A5 7/8" STUCCO OVER FRAME 4" SCORED STUCCO ` I BAND - — - — - — - --- CASING BEAD 5� WITH WEEP HOLES OVER FLASHING INININININININ11 INININININININI ININININININININI iElmimilmimimiml FRONT ELEVATION A 1 /411 = 1'-011 A 12 b A5 ELEV AT 18'-0" - - _ - - - - - - T.O.P. O �-7/8" STUCCO 1'-0" N = M OVER FRAME% ELEV AT 10'-0" z 2ND FLOOR FF - - - CONTROL JOINT - ELEV AT 8'-8" T.O.M. A/C UNIT MID WALL AND PAD WEEP SCREED c4 5/8" STUCCO ® OVER - - - MASONRY ELEV 1ST FLOOR FF GRADE LINE 3 REAR ELEVATION A 1 /8 — 1 -0 SHINGLE ROOF A5 2 M ti A5 ELEV AT 18'-0" T.O.P. CASING BEAD WITH WEEP HOLES OVER FLASHING ELEV AT 10'-0" i 2ND FLOOR FF ELEV AT 8'-8" T.O.M. � 9 ELEV AT 0'-0" ilk 1ST FLOOR FF MAR 2 ; mra FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 Virtual Review Assist, Inc. ALL LATH AND LATH ATTACHMENTS TO BE OUT OF Plans Review completed and ap ved CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 for compliance with the 2020 FBC 7th Editi 5nFOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) by Debra Anne Klahr PX2300 6" 15'-9" it 7'4' 6-11" 11 le 12 6 0 6" A5 o N m — — — — — — — — — — — — — — — — — SLOPE - - - - - - - - --- ELEV AT 18'-0" 5:12 - - - - T. 0. P. 16-8" 18'-8" 16'-8" I w = M iv 7/8" STUCCO 11-01, 0'-0" ELEV AT 1T SLOPE Sz ~ OVER FRAME1 CONTROL JOINT ` CONTROL JOINT 2ND FLOOR FF 5:12 - - - ELEV AT 8'-8" T.O.M. 1'-0" %/8" STUCCO OVER MID WALL 2'-0" A/C UNIT MASONRY% WEEP SCREED `�° ® AND PAD ELEV AT 0'-0" 17'-0" RIDGE 1 ST FLOOR FF VENT � GRADE LINE SLOPE �2 SLOPE 5:12� C RIGHT ELEVATION A 4 1/811- 1 1-011 i o 6 iv — — — — — — — — — — — — A5 12 5 W ELEV AT 18'-0" � - - - 13'-4" 12'-0" - - - - - - - T.O.P. W NLOPE SLOPE �' 12'-0" a - 5.12 5:12 N W 7/8" STUCCO ELEV AT 10'4' OJ Lo z F OVER FRAME 2ND FLOOR FF RIDGE cn VENT CONTROL JOINT - o _� - ELEV AT 8'-8" — — — 5 - - - - - - - - - T.O.M. APE SLOPE -0' 2'-0" 5:12 5:12 8'-1 5/8" C° A/C UNIT AND PAD 2-0 ® ® i� r � 5/8" STUCCO 1'-0" OVER MID WALL MASONRY % WEEP SCREED 1'_pii ELEV AT 0'-0" q - - — — _� — — — , J SLOPE 6"_ ' _ 5:12 _ _ _ _ _ 1ST FLOOR FF 3'-0" 16'-6" 3'-0" GRADE LINE 5 LEFT ELEVATION A 1 /8 = 1 -0 1 ROOF PLAN A-1 1 /8 = 1 -011 ROOF GENERAL NOTES: * G.C. VERIFY ROOF PITCH HOOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) I f 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. 1300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT "SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ, IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT N N O N � v T N r £g r Lo o Lo T B -rN 6 0 n y y n �< V� W z L^n`` N LO CCD W L 'D U (y) N � 0 mom M V m 11>1 = o } 2 Oo 2 0 O LL 1 Q s U 0_: •^V`i f , LU QN c W L 0O �CO a ) W W 0 W y 0 �j Uj W 0 H Wes¢ �WQm�YZ� Z ��g,dOdW¢t�iUO�JO Q U Q I— <u' XJZLLLL0zm0C1LL ( U)o,,�OZOE200mZZ U o OLLILLI U) Z (Da�ZOZLL00CYZWo0a W <F-F¢ lid 0 dtL O O Z W OF_ D 5 ti O 0 1_�- M Q Co�S J U) L.L _M � a' � M Z V �Wz J0 O mi IT N O N i ti N 0 0 06 co aD o 0 0 0 0 N 0 N 0 N 0 N 0 N 0 N 0 N N O 6 00 A 1 O 0 0 0 0 0 0 N L ; CD o N c M, o 'It 0 LO 0 (fl 0 ti ' n V / � M 00 0 Z z O_ oWC0 Uo�o rn v� W g Lo � ZW~a X Q =co0Z �z�w w Z Ix M ZzLL QD W N Og2Z 0 a ULzz Z �QO ry Z U U � O O of Q Z Z z W J N W Q 0 LAST PLOT DATE Dec. 14, 22 z 0 EXTERIOR ® ELEVATIONS A & ROOF PLAN ELEC METER FIRST FLOOR ELECTRICAL PLAN A 1 /411 = 1'-011 SECOND FLOOR ELECTRICAL PLAN A 1 /4„ = 1'-01 1 I IAIC' C'\C MPl/1r ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 200 AMP 00 #12 copper to 20 amp ckts 00 #10-2 copper to WH 00, #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Grcundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS MAR 2 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FDC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH is SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ai TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE 10 STRUCTURED WIRE OUTLET 6 SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C 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: C TUB/SHOWERCANS ND OPALEX - ALTERNATEMAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �"1 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL V CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cs SMOKE DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP S-48 ^ SINGLE 48" FLUOR STRIP D-48 ^ DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT F;F24:;;? 24" VANITY LIGHTING FF=- 36 -FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION -ice ELEC PANEL 7 VACUM OUTLET AT 12" ZA CEILING RETURN AIR EE A/C REGISTER C THERMOSTAT M SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N 0 Q v N LO L S 00 <` LO d t Q r _r 01 r z w ..q a t O 3R .. uYtia SfL)' w 0 z Q W L N U M ai L L (h ` O O O O Q LU Q N ^, V CD V CL W W �L~ 0�u�z of W0H Z 0 R=) U. 0_j0 LW Q J U)0 0 ?� XOgZLL LL 0 z2 Q �� ~ no OY00oo0Z� CJ U) 0 z ¢aO (LuWzWWaQ QwOgZWWo2(-) oQ 0 0 0QZgg¢ Q LL O Z N O� U) ti 0 1.-7� O Q W M � w L? i-[if M Z V W W J O O N N O N ti N i O O 00 0 v-- M r- 0 N 0 N 0 N N N O O N CD N O N O N O N O N O O LO M O M N o M O C d- O o o o o 11-1 0 6 0 L N LO > 0 00 0 LO 0 0 n L � N c+� � LOCO ti Z z Z O O WU�'- W W LLJ -a O U0Z>Q �O�d ��11 Vl 0wl=--Q Q Z�� LD co0 Z ZZ W N 00 �2z° M Z z U- LU N Og2<w O Q to Z Z z QO z U a OU O W � Z Z z w N W";t O LAST PLOT DATE >O Dec. 14, 22 z 0 1 ST & 2ND FLOOR ELECTRICAL PLAN A 1" FILLER N r 0 Ch 11. 0 ih 2'-6" T-0" 2'-6" 2'-6" 3'-3" 1" FILLER KITCHEN 1 /211= 11-011 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR / 0 \ / \ KNEE SPACE 21-9" 2'-6" 1/2" FILLER :OWNER'S BATH 1/2 NJ = 1'-011 4" BACKSPLASH 3'-0" 2" FILLER CV N co CV co N 0? 00 80 'v 60 N O M Ch FOOTING SIZES AND RE -BAR 1 1/2" FILLER SHWR HD PRE-FAB SHOWER PER BUILDER VALVE V 4'-1 V 1 I 1/Z" LNU F'ANLL 2 KITCHEN�ISLAND 112 — 1 -0 2X6 KN WALL 1 34 1/2" 6 OWNER'S BATH lI211= 11-011 UNIT'2386 - A & K' - BUILDING SECTION 3/1611 = 1'-011 12 HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" ,--BACKSPLASH o- �L 2'-6" 2'-6" u 1 1/2" FILLER 1" FILLER 7 BATH #2 1 /2" 1'_CIn PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) RN ON ELEV AT 18'-0" T.O.P. �r- N O i 0o i Xc O co ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" I1 T.O.M. 3/2 KITCHEN ,� 1 = 1 -0 SHWR HD WALL o � M 0 VALVE 9 SPIGOT (.0 O 2'-9 1/2" 8 BATH #2 1 /2" = 1'_CIn 3'-4 1/2" FOOTING SIZES AND RE -BAR ib M WIRE SHELF ::�, "HANSEN" 220 VOLT BOX 14 1/2" X 16" DRYER VENT RECESS ch I I I I I I I I I I I I I I I I I u I 4 UTILITY 1/2 MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and appri f®r compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 ELEV AT 18'-0" OIL T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. UNIT'2386 - A & K' - FRONT SECTION 3/ 1611= 1 '-011 ELEV AT 0'-0" 1ST FLOOR FF N N o N LO co e F S E e ♦°�4 e 2 � j� - - O w 0 z Q N N�- W L �0 V M ai Mm N M Y/ o O� 7-5 R Q .Ns wdo Q QN n` 70 V }ice� COO Eco V C 0 W W W WQ0LLI uj Yo W~ Q W<¢MJ Z Zo R�03:Ix U0O 0�a Q ?aXZ0Z2xacnHoOWOomZ= �0�ZO U Oo-ZFn Yz� z �QZpW V5WzwF-U�Q aLL >B O O Z N LU O� O 0 1- M O Q M � I--WQM W IL 0T0 Z U Wz J� O N CV O N i ti N O O 00 00 O O O O O N O N O N O CV O N O N O CV NW 0 00 O M H N O M OO � � O O r- 0 0 N ; 0 0 041 0 CO 0 '�t 0 Ln 0 CO 0 r- mt I I I ^r VJ Z Z —Zp W O -_0 owin E- — O U o�o a VJ ZWI—� fl�� Q =m0Z F_ Z j N Z J i-2zW >-W2 M a Z Z LL (.C) w N O< <z 0 U�Z(D z �Qo .. SeZ U g Ov o W Z A7 Q z, Cq " UJ � o O LAST PLOT DATE Dec. 14, 22 40 Z INTERIOR J ELEVATIONS A & K STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL VI UAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING, 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 /2 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. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1, ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1, THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2, ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2. 2. 4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSI EM. 2.3.4. 2.3.1„ 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. ' 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete oyerpouf and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10, FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NI(1TC- IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. Nlr'1TG GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". 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 2 5 2023 \/V\ Virtual Review Assist, Inc. Plans Review completed and appl f©r compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N r N p� 'ir• 0 co LIL 9 Z w Z Q V) LO 0 U N C) Cy)-- m N 2 V) V O m u w 0, W � o _O o 0LL� mQ U�� -t •L0 V LU QN cO E" T(D V V a W W LLI f/j LU F- w H Q = 2 J W Q y z w Z Q�- J U) O�� 0 LL U 0 LL_j 0 Q Q 0a=9OZoR00M0Za U' I Z _j0a>ZYOZZ OWL QpwO�fQ� W a �Q OQ o O o<Z�Q LL f-QLL 0 z CN LU O �_ U :5 r-- O 0 F_ M Q � Ce) � G W r, Ln � 0Y ce) Cr 0- Z U LUz� J � d' N N O N i ti CV 0 O 06 Cfl GO O N p N p N N N C)C:) C:) N C:) N C:) N C:) N C:) CV (=)CV N N O 6 00 O A N O CO OO Ci f O O O ,O O r 0 CD 0 N'^ V / N > O O N O Ch O 'd O Ln O C0 O I` LO CT 00 Z z O 0 W (n �O V_0 < 0 .i.1 Vl OW F=--Q r� =000Z rrnn V O J NM z w Z M aZZU- 2 ct CO LL] N O g 2 Z Z QO . Z U a ®U O Z SNOJ Q Z Z W N N O0 LAST PLOT DATE Dec. 14, 22 Z O STRUCTURAL -I DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II �, it II } .I.. F I. I. . X. I A 16GA0-1 i2" LONG (344 -1" CROWN) I I- 1�Ax 1 1 I . - 16GAx1-1 `-2" LONG STAPLES Cam, 6" O.C. VENT BETWEEN (3/4'"-1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES (a) 6" STAPLES BETWEEN STUDS AS SHOWN -- O.C. VERT INTO STUDS (NOTED THUS:—) ETAS LAB ATE M I DETAIL - _-- _ _._ REV. 09.24.21 SCALE. 3/4" , T-0"A DETAIL EXCEEDS THE REQUIREMENTS FOR FBOR 703=T1 LATH* {'ONLY APPLIES TO LENNAR TPI* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-011 STUB -OUT FOR GAS METER 0— 0 N H C G 000 I -, o ° LO o d U 0 x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'1 (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE m 15/32" CDX ¢ PLYWOOD OR O 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: ` FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED, 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 9llF� ++ + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + /+4+ S+++ + + t + + + t + + + + + Backer and Filler Block Dimensions BCI®Joist 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 1.811.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x —+ 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° r x k 1'1: FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE.SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max • � 4 max. _� -7Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. --------- - Under 2nd floor col rmn -d 1—k N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" mr.- CT/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 11 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6Ar A %" ROUND HOLE MAY 6AA 6AA DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1/2" Round Hate Diameter (in) 2 3 4 5 6 7 875 10 11 12 �13 lec%gular Htale Side (4l1)' 2 .1 8 S 1 Any 16" joist Span (ft) 8 1 A-0"" 1 1 °' V-2" V-2 1'-3" V' 3" "-7" 1'-11" 2,_4" 2'-9++ 3'-2"A 3A_7" 12 i V-0"° 1 _1 "r V-2" V-2" 1'-3" V-9"" 2"-4" T-11'" 3,-7"A 4,-2" 4+_ ", 5! - 16 V-0" V-1," V-2" V-2'" V-7"' 2'-5" 3'-2" 3A-10° 4'-9'" 5"-L7n 6'-4" `�-2" 20 V-0" V-1 ^! 1+ " 1'_2" 2A_0,' 3'-0" 4'-0" 4'-10" 5'-11" 6'-11 "' 7'-11" 8,-11 F 24 1'-0" 1"-111 1'-2" 1"-3" 2A-5AA 3,-7" 4,-9-,5'-10" 7'_2" 8'4" 9+-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500sO 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1- " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS -OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist /_When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET A/C CHASE 4" PVC SLEEVE THRU STEM N.T.S. WALL Backer block (12" wide min.) Nail with 10-10d 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. 1/4"1 gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF °° SECOND H10A SIMPSON H10A ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HITS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION d da I I° a 4 =I —= III IIi • ..:=- 1 11-I I=1 1==I 1I ° a °° /Ml FINISA GRADE _ I-7111: I —I I 1=III" F SLEEVE THRU STEMS a ° 0 SEE PLAN FOR---'°• a . • . a . FOUNDATION INFO a STEM FOUNDATION GRADE r-REINF. SEE PLAN I A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. L-- SEE FND. PLN. SIZE & REINF. BELOW GRADE GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION PLUMBING LINE i SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a I 1=1 11=1 I I: -III=1I1=1 a a 1I—III—_I11- ' a, —I 11=� I 17 a SEE FND. PLN. SIZE &REINF. AR 2 5 2023 \/RA.1 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 x+ o CN ! n ` LO ;• „ 00 LO R a, Z W F �. O _ ❑ LU W z L' 0 Q� o u co o N M V �� 2M C: t o U o v/ _ O d V LU aN E 7� V L o cl. F, ° ) ❑ LIJL Uj W H Y~¢�J �� Z�W W2 Q' QUx�0Z00:F I— Z) LL �O �9Z� OOE200mZ UQ z O�a Z1 WZ J(DIL ZY❑Z�0LuC)n. <z�wp Jz ¢U) F Q ZO� ¢ ¢u1 ¢ O 0 Z N O LLJ 0 M O Q � M � It LL U? 11— 0� o- ne o- 2 00z U Z LU _J0 O d- N N O N ti N O O 00 (D r- 00 r- : O . CII O N o N r- N r- N O O N O CV 0 ' N 0 N 0 N N 0 N M N 00 O U-) r- 00 O A r- N O co CD C)0 d r- 0 O O O O O N0 V♦ > 0 N 0 c+i 0 4 CD 6 0 O 0 h LO 1- ' CO z Z Z O -� WCO �--+ U o o S V� zw�Q 11 W IY~O� = 000Z 1- 2: fn z Lu (V _V > J MM M �>-�2 Z W ,,•.1�� dZZILL w O��z �— O < U�zU) Z QO . Z C) U J O O a Z Z z LU UJSN N N O LAST PLOT DATE >Q Cec. 14, 22 Z O STRUCTURAL — J DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (nP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 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 @ 7" O.C. CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o 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 N °p Z M _ D OF 6 MIL VAPOR IIII —I I z BARRIER I' III ,` 4 I I I� III COMP. SOIL. (COMPACTED TO 95% -I I I I =III=III 11= MODIFIED PROCTOR III I I I I=1 I I —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q1,11) OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETEPAVERS E SLAB 14" O.H.D. RECESS z TM .f'JQ 00 T SEE A/S3 OR J/S6 J-I � I I I I I ICI 11 111 F 1 1 1-, FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—N, (2) #5 CONT. ON 3" CHAIRS (TYP.) a D -I 11==JJ 1=1 I I m D 1-I I I�-III-III � D� I' I I ... I I I I I I I I I I I I I I I I ✓° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & - @ 6" MAX FROM END OF 2 x PLATE E CV 6x6W1.4xW1.4 WWF OR FIBERMESH I-III-III=�1- o II II1 I1=1II—I 1 8„ 1 -.1� : :r, ::�. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" � 7E =LL:Z 11 A.F.-. d a' Q . , ELEV. 4-3 1/2 z ...d ,•° e ° e e. ° O ° A.F.F. o 2x4 CONT.°'' °, ..'^ ILL° °' ea a e° d .° - ° ° O ° Q ° a . d: °. CV ° ° GARAGE DEPTH VARIES °' ° 4. GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH ---- \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE)R SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C, W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O. 24 O.C.) 2 WWF OR FIBERMESH �31/2" MIN. D ° _ z =III=III-I'31/2"(min.)-4" 00 31/2"(min. -4" IIII---'IIII I- p =III III _ III -III I I I=111-III=III III -III I' ' (2)#SCONT. �I 4" V-4" 8" U.N.O. MIN, TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" J GUN,.. 0;:5555:7-- A S�GVP ?GS 5/8"OR 1/2" HIGH STRENGTH —TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.Q. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2 WWF OR FIBERMESH �31/2" MIN. 111=1 11=1 1 1-' 1/2"(min.)- 4" 50 - - D °D - I-III-III- 3 1/2"(min.) - 4" =III=III _ =III III -III_ I- =11I IIII I I11=111=1I1=1II III-IIIE.I' (2) #5 CONT. I 4' 11 1111 �11141,1IIII II II.1181- I U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" �S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M LOAD BEARING OR INSULATION PER FBC AND ENERGY \ GoN ors EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR 10 w/ 10d NAILS ( ) - �, FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS W END OF 2" x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR D GRADE N D ' D . z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a .. ' ° `- �- ° - FINISH GRADE °O 2 GRADE 60 MIN. F = 60ksi [ y- ] U) 0. _ _ _ -III—III—III . m MONO OR STEMWALL z Cl) — —_ —_ A D • 25" MIN. LAP [30"MIN. LAP] g _ _ I —III —III —III D FOOTING MONO SHOWN ° ° 6' —' I I- I I=1 —III - W D p cP p °O 6 MIL VAPOR BARRIER —) I I III D ° I I=I I I=1 I =1 I= °0 n FOR CLARITY ° II=1I1= -=I I 1=1 1=I 11= #5 REINFORCING BAR R 1 7/8 I=111=I1I1=1I1=_ _ D D III=III=1 I I -III -III -III- Z D : 11-111=I I I=1 11=1 I I' f #5 LAP SPLICE D NOTE: g D- gOMCOMPA CTED O_xlII=°=I I= -III-) I I==III=III=—III-II1I1 III —II I 36" MIN. LAP 136" MIN. LAP] *FOR BEARING WALL W/ UPLIFT ONLY MODIFIED PROCTOR 10" D 1557) III=_III=III=III-II ' III -'III 11 I 1 #6 REINFORCING BAR #5 STD. 90 HOOKII-II-III-I 4" 14 #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" QS3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °° I I =1 I__I=1-1=III=J=III=III=III � - - �i11�IT1� —I _ - 1 #5 REBAR w/ OPT. I II II 11-11 IIII 11= I 1=1 11= I 1=S.GREEN ENCLOSURE 4„ �l��-1 MIN. TYPICAL THICKENED SLAB EDGE r—L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 /rO.H.D. RECESS CV M -' 11-1 I lJ l l=1 I 1=1 , .•.•. ' .. � . %: I� I" -III-III -III-I I •y I -III SEE A/S3 OR J/S6 -I I IF I II I II 1I I I IIII 111= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 2" 0101, a 'e < 4' ;ONCRETE NAILS W 1 1/2' 'MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE 0N. SHEAR 180# MIN. 'ENSION 120#) c °° - M 6 MIL VAPOR BARRIER SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFOI SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALA& � INTERIOR 4" CONCRETE S 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING w Q SCHEDULE LU SEE PLAN FOR STRUCTURAL g LU COLUMN SIZE AND BASE o w CONNECTION INFO. CUD 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER = _ _ °_ = U-0" FIN. FLR./ COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302,11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#1 MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH , d D II -III -III -III- III III —III —III—' r (2) #5 CONT.—I I I, , , I I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VHKItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ° — III III III; N N I III-1 I I, III, II I I I II I, M 'E ° � IIIII SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm",� SCALE. 3/4 -1 -0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ., EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' eo GRADE d ° M _ _ = _ ° d' 0__ � 11 I-111 '° a. °. Z -III= I=111-1 I EI w 0 0 )= II I II II z a U = M—� U) I1=1 =IIIEI I11=III- I 11-111=111 FOOTING LU -I I I I 1=1 I I -I I I I II I I I -I I I -I I i_ I I H ;1111=1 1=III=111 1 .. ,111-III-' BEYOND PAD REINFORCEMENT -III—III—I i— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K'N SCALE: N.T.S. S3 MAR 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ' .a N N F LID 00 00 !� • °ti L • 0 w LU 0 z N N LO L _W L ,o o U 0 co m ,� �' .' v V 0 C' L i O O o` O o, C Q ti s UC3� .N Lu QN 7N 00 E,M. V � a -0 I LLI LU OLd � UjY wpF- WF ¢ of LU _ 0C¢IyzCC z 0 0g <0< JO <(U <LLV00LL �pxQQz�LL0 200i.-¢F F- 0 0 O Z OW WV5zOwV5=MzD jQ0- IL zW0_-zLL=<0�a <Ip_ �H� 2LWOMUM¢ Q ¢ O Q o 0 o � �� O O Z N OW H icng0 D��MO J LO � � W IUD I—IY0—c'M �0-2-r-- Z U W W JQ O CO N N O N ti CN 0 o ' i 00 to o 00 0 `o 0 N0 0 0 0 0 ® N o N : N CV CV N N CA ob . Lr) 00 A r' O �O ® 4- O T- O i 0 C) r— C) c— - 0 6 0 o Na) ''^^ L > o 0 0 0 It 0 0 0 ♦ t— N n LO CD I` Lo �/'� CO VJ Z Z O 0-�' WU�>- owv0 V 0 EE 0 a -0 0WLU2 -0Z�~< r co 0 = 1\� • V `-'0E- LU z LU w }'�zM IM Z Z LL. N OV � z O Q z Z z Z ~ U 0U 0 W Of Z LU z LU W CN N O LAST PLOT DATE Q .. Dec. 14, 22 Z O STRUCTURAL ®J DETAILS —MONO 2x6 / 2x8 WALL BEYOND SEE PLA FOR HEADE CONNECTIO N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN R (2) 2x HEADER TO SIT N I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S, SL.� :�y13) SEE ELEV. 111 SIMPSON SP2 w/ (12)10d �� NAILS AT EACH STUD *+ CRICKET AS REQUIRED I SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF, #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 m-im r, � GREATER., ..SUN PLAN)I�I�■ • OPENING . • . •- • �II�I IIII� ■i■�II '11III■ i IIII �IIlI �lIII MiIIlI IIII� NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB —8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY — GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. d a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR, GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ �L DOOR OPENING DOOR OPENING LM EXTERIOR J ❑ ❑ WALL ❑ ❑ ❑ ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 2x C 16" O.C. W/ (2) 12d TOENAILS T/B ON P4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET V 1V 1� I-' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) 1 (2) (2) 1 (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SOd �(2) 2x HEADER SEE PLAN xS 1/2'SAT EA() .� STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d N AIL AILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. O,o OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 GE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. __ (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 1 . S�8„ SPLICE STAGGERED OAST, . t10d @ 8" 0/C ATTACH ALL -' EXTERIOR STUDS W/ �4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'" LONG. TYPICAL -0 TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON rc i r /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER c BOTTOM PLATE SECTION 2X P.T. 14 PLATE SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL auwrOUN Jr4 SP2 �uvirwry NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10 S SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 M LINTEL d 2X8 P.T. BOTTOM P ATE LTRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w 0 -_ Z ¢ Er 2x TOP PLATE/T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 )r4 2X TOP PLATE OVERLAPPING 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565#SPF) (5645# SPF) > (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT BOVE .00KING TAGGERED �(2) 16d TOE NAILS d NAILS @ 6" EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 5!8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL C 2 5 202 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SIMPSON C Virtual Review Assist, I SP4 SP2 SP4 Plans Review completed an app ed for compliance with the 2020 FBC Edi 10d NAILS @ 4" 10d NAILft06bQ(Anne Klahr PX2300 STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. NAILED INTO `r TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) v, ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED PLATE MIN. 6" INTO BOND BEAM D @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 ,) :•�. , N O R 4 a N Ln w �! w 0 z 0 4) >oo ��o " _�� .� N V -0 -0- t M A� E C L Y}/ 2 o O o R Q 0 V L co EM •a CO ° -0 LU LIJ (D LU � LLI C j LU W�Q Wig_ WQ~z� z Q:5— u)0 �LL00002 JO Q ¢ C) ��O�OzpR00m�z¢Q p p 0Oz U)�a8ZYo�ZLLWaaIL ¢~— O 5Z�wrj�U�¢ LL1Q 0o 0 oQz�¢ LL ¢ LL �— O O Z N O C/) Z) r-- M O Q � M � �0LLti z I— 0� 0. _M O < >-� Z U �<- WZ� W o J O (D N N O CV r` N CD O Co CD M V--: 0 N 0 N CD N N N O O N O:O N '.N O N O N C)O N N O CV M OO LO r M O M— N O M O c O O r M L^ N , a� > 0 0 C-4 o . Cyi 0 4 o Lri O 6 O rZ Cr 0 Z z O Wu�> oW� O a �- O_—o- LO -0 L zw�Q ® W I.-W Q =co0Z z: V tz O J [!I Z w � Z X M a z Z LL (� W N 0Q2z O Q U D) Z z z Soo Z �QO U a OCU o m Z z z W w Uj O LAST PLOT DATE >O Dec. 14, 22 Z O STRUCTURAL — —! DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (d 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL SYP#2 "L" BRACE TO RIDGE FASTENED AT ' A4KI2x8 EXTEND AT LEAST 90% OF "L" BRACE TO EXTEND 2x4 CROSS BRACEWEB LENGTH & NOTCH ATEACHJOINTW/(3) & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) EA. END @ 48"O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od &SIMPSON FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING ' END 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED T HE 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. WIN THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 j DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM (SPACE O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION .� TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. jrj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N T N r X-BRACING, AND TOP N co M SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING x INFORMATION `° 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES CO co 2"x4"CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 2".AT RIDGE FASTENED AT 24" O.C. ON TOP OF iN? EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4a NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" L IN (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 o O/C (2) TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO ---- TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S6 e-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E 7:: O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS, SAME SPACING) ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT t SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES WOOD TRUSSES `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING On A f-%IAIt-% f-%XICOI An r'=-rA II SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S, S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: ' 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"x1 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"=1'-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 HIP FRAMING REFERENCE PLAN 0 z w BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACINt 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48 0/C GABLE TRUSS 1111- TRUSS VERTICAL (2) 2"x8" 1" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. cJ w wi 0 -v o CO - w m o o 0 Oj w ---- Q Q ----o Q o X Q w AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION -E R 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FSC 7th Edition by Debra Anne Klahr PX2300 11 2X4LEDGER SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N N N LO ! d, 00 LO k"n8 �Ly �R� 3 A""�9 I � ��iq w O Lu z o L 2! �j 6 W "*'0o u C) Co ai y M W Tr ` o 0 0d D Q .ems w6- N< V QN c N � E i O CO',5 d W W CD W �LLI V) WOH W FW ~q CC�J ��YZ� z w _j 03:W nLL0020-0 Q Q v 0 D 090 oRoom,ozQa �WCL>0Zw�inU_ �� z ¢~WO��a�Z�W��aU°¢ 0W o Z) 0 < LL Q O Q LL O z W O� m ti C1 co CD <C U) co ILL. It � Un vo O zv� W z� Ljj O J O mic� N N O N r~ C14 r O O 00 (0 r 00 r O N O N o N r N r N O CD N C:):O N ?N O N O N C:)O N N CA CV 4 00 OO r •U*) 00 O 6 co - N C M 6 O C O C) .CA C) C)T'_ 0 r 0 0 N^ U ♦ 0) > 0 CD N 0 co 0 't 0 LO C)O CO I` UW) I- r CO VJ Z Z O W owv) �> O _ U�>a ~ LO - of W LU Z =co0z (� v O ~ W z MM _zzu- 2 z w (0 W cV 0_j2Z V W O LI)z . z Z Q O U oU 0 m z S5w Q z z W N N C) 0 C:)LAST PLOT DATE Dec. 14, 22 Z O STRUCTURAL DETAILS INSULATION BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PI FCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w LU 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 718" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Gd = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <_ 1000 rBY R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & V 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL STD. 90 fiOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CM U-LU 0 4"x4" INSPECTION PORT AT = Q- EACH FILL CELL TYPICAL uLI cn 1x WD FURRING @ 24" O.C. a o- AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c E d .a• Q FINISH GRADE 00 r °d M ' I-KPP, I 1=1 11=1 I _I __ IIII—III—III III _ _ _ _ co 6x6 w1.4xw1.4 =W=L=I I I I< a I I EEI 11—I I I —I I I- _ �- WWF OR FIBERMESH I II I II II I I III I I IIIII I I I I I 1111'I III 11111- ae (3) # 5 REBAR ON 3" CHAIR — I ! „1I1„I 1-I 1—I 11——STD. 90 `HOOK (SEE DETAIL) W/3" MIN, CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO ST.._ 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/3-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD ftl / 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP wl (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )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. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=T-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W14-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION, RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE 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 a'. CD (3) #5 CONT. ON 3" 8 1 1'-8 ! 8 ` CLEARANCEMIN. INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. /� (2)- 2x TOP PLATE .l BEYOND I 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER w o SECTION X-X IF � NOT F ILL F HEIGHT SHEET- o ) CO O - G` FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIA1 1 r; r\/ATI/lA1 n1AnnAAA 15/32" OSB la-EXPOSUREI F F SHEATHING w x SOLID 2x C BLOCKING @ ALL G SHEATHING EDGES (SEE OPENING SECTION X-X 0 U C x w x E 2x STUDS w BEYOND. U) SEE PLAN o O U) 3/8" "S" = NAIL SPACING S 3/4" 1/2" SINGLE NAIL EDGE SPACING DOUI AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X sFFA�po� N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) S S 1/2" " 1/2 SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -j PENETRATE SURFACE MORE THAN X". to ? A� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z u. _ C� NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC 0 w OD NAIL INTERIOR AT 6" O.G. w/ 8d COMMON NAIL. c=n @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J LL F O @PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER F > ¢ F O U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. IrFOOtn W OF F m L'L O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N w p O~ MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP, P.T. BOT. PLATE ppxTFR7 FLOOR TRUSS / FNiy� R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "Y' BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH a. T .III —III —III— I .. - M 'd .. a. III—III=III a I— (3) # 5 REBAR ON 3" CHAIR 4 I I 1 _g HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 T4 (2) (3) (2) (2) (1) LSTA30 9'-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 MAR 2 5 2023 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS - AT EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. Virtual Review Assist, Inc. 00 Plans Review completed and appr d FINISH GRADE for compliance with the 2020 FBC 7th Edition 00 by Debra Anne Klahr PX2300 I IIIII i I W/Y MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" 6 ADDITIONAL INFORMATION. SS i N N 0 N N W ' z ° � + = ° �J w 2 y i 0 Uj z Q /L/) > CD o W L = "o U N Oi `' JNor to 7 V 7C) _ A� -L C `m W 0 U O LM p O LL O O Q i U�� W L 0O E 000 0 0. LLI W oLIJL ' wOI- w~ Q J Z z 0 Q U QO--1 U)U-UO1J- �OxQ z0 � —1°tea~ = I— H C� ULU Uj—Z LU —Q Ix Q J EL Z1 0Zzw0woo_ Cl) 0 z <1-- eLLJ UHF gwpMU°¢ 0x -0 = o¢ZU ,La 0 eau_ O O z N OLU D ti 0 M O 2C�LL� L`— cM Z U Wz� W � O CD N N O N N T O O 00 (0 00 O O O O r O O O N CD N C) N O CV O CV N N M N 00 O ,. LO r 00 O M CV O M C)O � r C)O CA .:' O c- O ' 0 CO 0 1 NN �i / 0 > 0 0 0 0 --t 0 CD 0 N Ch L6 (0 I-� 0 z z O oLU0 C)W L O V��a 0�W� -0 Q z Q =co0Z j J N z w > Z M �ZZU- w N OJ<z O VU) LU CL z`� z ?Q0 .. Z U U a 00 W � Q z S6O z z w J W N N 0 O LAST PLOT DATE Dec. 14, 22 z O STRUCTURAL — I DETAILS —MONO 1/4" MAX 2'-0" x SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"' 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1 /2II DETAIL DOOR JAMB (REFER 14"112X8 4 i/Z URT VVHLL TO PRODUCT APPROVAL FOR CON 1X4 (2) ROWS 3/16" x 3-1/2FURRING TAPCON @ 16" O.C. & FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 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.r" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116"' APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRII 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN, EMBEDMENT INTO BLK.) 1 X4 FURRING BLOCK HEADER - 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K"—j SCALE: N.T.S. SS SECTION A -A 8" 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. E N D PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d 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 TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _ THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. QS—",) 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 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (1 ±5^ 'LL NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 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%2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE YALL/(5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :.: SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. _ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' :..` FURROW. MAINTAIN UNIFORM JOINT WIDTH. `''' .::;.�.:�.� •::.: „..`:" <:>:� , 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) . AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. °. D 11=I I IEEI I IEEI I IEEI I IEEI I I g 1=1 11=1 11=1 I I, ; I I 1-1 I I 1=III=III=� I I II1EE1I1=1I1 _ 1-111=1 11= III —I I 1—I' I —I I 1—I 11' GRADE111„�11- ° M p . Z_ (2) #5 REBAR. MIN. 3" 16" MIN. or COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) THE :S I IAIAn('=TADI C IAICTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS EE ARCH PLAN AND PRE-ENG TRJSS DESIGN SEE NOTE .1 SELOW - — 2x SUE ALUM r EIF GE r BRG WALL '`PE `` ALUM = PEP PLAN N I I"1 1 J "�1` T 4 TE �.r u F IWHA[�.;w�El,--4...�,._„-.-_ I �":...'a , r 'zFPS I IAd FASTENED PER IA NOTE2 BELOW-1—�� - I CONT VEN,EDORSn;IL CONT 2x4 NAILED TO _j 2x B5 OCKING NAILED • �' � TOF, B1 CICKING, wl" 12.d MAILS CCH ef) EVERY OTHER TRUS / 12d FAILS, TYP. ("I G C.?'BUiL ER TO VERIFYIPROVIDE SOFFIT MATERIAL SPAN CAPACIT. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND (" LISTED I T IHE DESIGN CRITEP A ON SHEET SN_ 2. FOR SOFFI T ATTACHLIENT AT WALL (PER ALPHA ALUINI_ INC FL#_ 16644 PRODUCT APPROVAL) F CH-ANNEL FASTENED TO: CMU T'd T NAIL .097" DI.A 14? 24° O.C. W1 9" RAN, EMBEDMENT ",SOD wl (311,16 GA- E "XII £4„ CROWN STAPLES Cgs 24" MAX. O.C. IN PATTERN SUB FASCIA w! 16 GA_ 4"xi!4" CROV id STAPLE EACH GRG O%T- STR CT RAL SOFFIT SF01 SCALE 34" - !"-0'a (" J FOR AI±UMINUIM SOFFITS WIT a rP NC, REV fl 9.2 12021 14 . INSTALL CvIICI SPAN BLC}13k a. THE SOFF ; FL PA I N'STAL LA T 101'. ; I 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS,'. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. X OV (2) 10d NAILS @ 8" O.C. ERygN TO TRUSS TOP CHORD �F + + y0'rH PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT SOFFIT 2X4 SYP + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION Ni SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP C( Al P- 3/d QPP cuFFT rn ANIn 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ BOTTOM PLATE W/ 8d 4" 6" O.C. EDGES AND 12" O.C. FIELD O . O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD. AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a ` .d . OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-01, 5'-01, NISH F > 6 p 4 #5 BAR x CENTERED W/ < MH' IN TOP o _ p KNOCKOUT/ N _ CHAIR BLOCK MONO FOOTING _ D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I _I o CLEAN FILL o ° ° DIRT 71z STANDARD o 0 90` HOOK N #5 BAR IN FILLED CELL ®^. \ °>� �. ° ° �9 �• ° ° �� . ° a> � STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: 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 MAR 2 5 2023 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ Virtual Review Assist, Inc. NON SHRINK GROUT. Plans Review com let d #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I— - EXISTING FOOTING RETROFIT FILLED CELL DETAIL 61 compliance with the 2020 FBC by Debra Anne Klahr PX2300 (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. N N r CN CN -. " LO LO co r i a r W 0 z i 0 a) L E o, L > 0 ' 0 W NJ CV) LO V -0-of M t O Ooo. o Tti1 p LL o a Q • WC w N 0 U Q N W L.0 E�' 700��a� V, LI W WO w O Wa¢ gzw ¢ Q Q U ¢=U)R-(0VWLLVOOWJO Qz �o90Z0,200MClz a Z LU �Oz LU QOd>z�zY Q¢QOwQ�?Wzowo LL O w �. Y O Q ¢ Oof 5 0¢z ¢ `� LL O LL O Z W O iU)O � � M II5 Q U)ti Lq z �0�0-CM CL 2 T_ O >- < Z U LU W ,J O J O d- N N O N ti CN T O O C6 (O 00 O O O r ® O N O'O N N O N O N O N O N d) 0p , I6 a� 00 o co o rC14 CO OO O O T- r 0 cfl 0 o Lna) � CD r- 0 N 0 I cY) 0 d 0 LO 0 (O CD I` ' �� V) Z z 0 z }' LU 5; _~o O _U ~WLU o � U) LU z =M@Z rn H z ZLU M a_ZZ(L M z W CD W N O�2z U O Q Z z z z �a0 U 0U 0 a m � z Z z J Uj N N O Q LAST PLOT DATE J Dec. 14, 22 z O STRUCTURAL — —J DETAILS—RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). VIIVIF-IN IVIU I� I Vv/ `Iu) Iuu Ivn FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: 7 = 1'4" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6°, 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT 5 P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" ' = 1'-0 ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B2x4 BLOCKING FOR 2x12+ C 2x4 PT UNDER 2x12 `- 2x4 SYP BLOCKING PT NOTCHED INTO STRINGER FOR STRAP D NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE -1 FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS J SCALE: 1" = V-0" `12x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING SECTION VIEW "B" GA SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OFF STRINGER TREAD1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP IN 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: z' = 1'-0" -3/4 PLYW ON DECK --2x8 SYF AND Ni FRAMIN 2x4 DRAF' STOP 2x4 BLOCK C SCALE: 1" = V-0" OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP [SIDE) 2x4 GLUED AND NAILED (EACH STRINGER l SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS_i PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING 0 1 /'-XI r% I.oUIVJ 1 rxUl.,r 11UN UC I /-XI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT - TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, 4D NAILED TO WALL BELOW JOINT TO )ISTS) u 2) PSON M 10d x 1 ECTION VIEW "H" SCALE: 1" = T-0" MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and app /Ve for compliance with the 2020 EBC 7th Edition by Debra Anne Klahr PX2300 N N O �` £•.� `.y s In 00 -,� p 0 wf9 a .. i Uj Uj -`' 0 � "'2 — "' • W z Q g _W ^^(1) 0 u (J CY) N d M } N to V -0 O m v ao w r w• L t co W u o VJ 0 Oo •Ns w D_ V � n l LU Ems; N w w � L C w O F- LU w Q of 2 W<~ Z� Z Q U QOg�m0��mW0000JO <'aT<Q of i0ZM20 -a~ U H F- C) 0 0 OW�WOZOLu WOO�mZD CL ��a �ZYOZzU_ tea fn 0 z ¢WOW LUZp�U 00� ¢ mQZg< U_¢ 0 Qu O Z LJJ O� L 5 r-, 0 0 F- M O Q U) M Pl— G c ti I— 0_ M Zoo CU~ LU W JO O Mj CO d' t, N N O N i ti N i O O c6 CO � OD O N O N O N N N NCT- CD N i O;O N , N O N � O N i O N O N N O'er 00 M r 0 O r 0 0 N0 L ! 2 >1 O CD N 0 co, 0 00 Lo CO CD'^ I` LO I I I 1 Cr CO w Z z O O }0 owv0 W F- O vow° E—O�CL Q Z LU F-- Q X1-0, Q co = Z F- Z N V Z M �zZLL 2Z� (.0 w N O_32Z < U(nZU) se z U OV O Q z STw z z LLl N N Q0 LAST PLOT DATE 0 Dec. 14, 22 z� O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 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. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE CCUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD < 1.0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^WP44'94" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 0-08 8F12-08 8F16-0B BF20-OB 8F24-OB 8F28-OB 892-0B 48.1B 8F12.1B R164 8F20.1B 8F24.1B 8F28-IS 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2751 3820 4890 5961 7034 8107 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 P2189 2110 2931 3753 4576 5400 6224 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 1 2622 4360 7166 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 1 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 18467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1245 1843 2564 3486 14705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 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 NR129 NR 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4"T-4494" SAFE LOAD - POUNDS PER LINEAR FOOT -___TYPE LENGTH8RU6 8RF6.OB 8RF10-0B 8RF14-OB 8RF18-OB RF22-08 RF26-OB RF30.OB 8RF6.1B 8RF10.1B 8RF14-IB SRF18-IB 8RF22.1B BRF26-IB 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 (34) 7917 19 9311(19) T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 (10) 8060 (39) 7402 (19 8706 (19 6-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32) 7-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 1 2459 1 3776 1 5743 8998 (19 10893 (48) 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1 1568 1 2253 1 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LINTELS C#x,■_/►Rrn -v SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 174' (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�SAFE ""''P4 LOAD PLF TYPE LENGTH 8RU6 8RF6 REINF. CMU 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 T-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 410^XT 494" SAFE LOAD - POUNDS PER LINEAR FOOT �YpE LENGTH 8F8.1T 8F12.1T 8F16-17 8F20-IT BF24-IT 8F28-IT 8F32.1T 8F8-2T 8F12-2T 8F16.2T 8F20.2T 8F24.2T 8F28.2T BF32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 1 5591 6613 1 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 1 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64"1 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 1 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1 1705 2084 1 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1 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 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 i 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 (1 567 (1 654 1 142 230 369 531 713 7 903 13 1046 (13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 (11 137 1 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 756 12 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4si=14494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14.IT 8RF18-lT 8RF22-IT 8RF26-IT 8RF30-IT 8RF6.2T 8RF10-2T 8RF14.2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 Y-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 1 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1'-0" MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved it compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 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 c= o > c o L c o U"O o c c o 8F16-1B/1T 8RF14n1B/0T ° a 'o o, c o ° a 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" o c K.O. BLOCKS W/ (1) #5 CONT HOR o c BAR IN EACH - ALL GROUT FILLED *0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. cn t; W U z u '�' - - #5 REBAR AT C p � O � z a ° BOTTOM MIN. (1) < LLO REQ'D zz o wLn 16 GAUGE POWERS 7 Ln a a " a STEEL BOXED LU 0� a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR z = - C.M.U. ¢ 00 z = GROUT Ln to #5 REBAR AT BOTTOM OF LINTEL CAVITY c c BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U =UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N N O N i N e �rQ LO Q y 0 j 00 0 q, xy � W 0 z Q L W '0 q U cM0 d / V) ♦-N() V -0-0 2 UW M E 'i L Mp Oo T� v!� o OLL� m Q U •N LLJ QN V �w CL WW n/ (D W w ¢ -� W �C LLJ J ;Q9zaC 02¢�¢ ¢V0�OO QQ U =O0Jz,LL -z2-,0H-¢Q awofgoZO�`OOCozz U) 0 z w w- w-� cn a V5 W w V5 W¢ Q~ W OgHY¢-�ZWz � jco- s11 O O Z W O H 5 O F_� M Q (/) M U) z Lid C'M O < < Z V 3: LUz W J O O d' N N O N ti CV O O 00 to v-- CEO, r-' 0 N 0 N 0 N N N O O N O N a) N O N O N O N O N N O C�0 O M � N N O M O 0 0 O 0 C:) C) 0 CD 0 o 1 � N LO ; 0 0 10 M 0 LO 0 0 U r- N d c0 ti CO VJ Z Z O _ p 0W(n O _vo>o HD' - Q a .Q � LU F- Q za-x z � F- � �m0Z LZ�W N M �Mzx W N 0a2w O Q U Z z Z �QO Z U 0g O O z ¢ z w WC*4 �.}. V Q O LAST PLOT DATE Dec. 14, 22 z O 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(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETPIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1n54 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 V4! 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4" 10'4" PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-0" 10'4" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No 3 2 No. 5 312 570 570 391 570 13'-4" PRECAST(2) No• 3 2 No.5 287 525 525 337 525 14'-0" 212'-0" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" PRESTRESSED (2) No. 3 (2) 7(2) strand + N.R. 522 522 360 499 2 No.4 15'4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ N.R. 473 473 328 455 2 No.4 174" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ N.R. 357 357 254 352 2 No.4 19'4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand+ 256 256 188 262 2 No.5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 22'-O" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. S N.R. 164 164 124 179 N.R.- NOT RECOMMENDED .,:-A . DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P-PLAINLINTEL/ QUANTITY OF #5 BAR AT 5- SOLD LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (11#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 414" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-a' 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 1214" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 134' 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'4" PRECAST (2) No.3 2 No. 5 1149 1149 1 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 15-V 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1291 1291 775 1270 2 No. 174" 16--0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 961 961 446 872 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 22-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7/16 strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLD LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH) j LQUAIITFY11115BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L #5 SOLI (0) L #5) U L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF DETAIL'DG' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'4' &-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" -44' N-O" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 614" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 81-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 : 7 • IFT314 DETAIL "DE" DETAIL "DF' DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTTYOF#5BARAT S-SOLIDLINTEL r LOWER LINTELCAVITY [8xl j 6 L/1 U] NOMINALWIDTH) L QUANTTY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 314" 214" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 614" 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 7'4" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'4' 10.-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'4" 12'4" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'4" 12'4" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'4" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1095 1095 551 887 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 836 836 426 763 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 655 655 340 645 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No.S (2) 7/16 strand + 24'-0" 22'4" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 4 DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAINLINTEU QUANTITYOF#58AR AT S-SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)05U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 41-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 1 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 1 6871 5482 6814 7-6" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9.4. PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'4" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'4" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 1774 1774 996 1494 2 No.4 174" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED 2 No.3 () (2) 7/16 strand+ 1084 1084 615 7095 2 No. 20'-0" 18' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1008 1008 573 1048 No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 877 877 501 966 2 No. 22-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 740 740 393 772 DETAIL "L" DETAIL I'M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] NOMINAL WIDTH j LQUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No, 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 68" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 74' 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'4" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL I'M' TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -i r LOWER LINTELCAVITY [8x1 Ij6-P-1 L/1 U] NOMINALWIDTHj J LQUANIITYOF#5BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 2107. ( ) & 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS 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 LEG BARS: (PLACED IN FIELD) SOP EE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 50 7/32" STIRRUPS AT 4'-0" cc 00 0 M (TIED OR WELDED) '1`1n In BOTTOM BARS iv SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4' 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD7 2" 2" o� C Dj M 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED 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 42 OADTABLES BYCALCULATINGMAXIIM MRE�STINGMOMENTAND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 61-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No.3_ 2 No. 5 2269 2269 1577 2269 13'4" 12--0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'4" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 2413 2413 1338 1974 2 No. 154" 14'-O" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1023 1023 576 1121 2 No. (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 t r 1 tOPP.f TYPE DESIGNATION r •,;ia'+ '.Arv� t:� P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL rLOWER LINTEL CAVITY . [8xl6-P-1 L/1 U] X., •t•i' ... !•��' C+�,r NOMINAL W IDTHJ L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "0" DETAIL "P" DETAIL "Q" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L IDETAIL'DU SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DM' DETAIL'DU &'DM' DETAIL DIN' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-; 0" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 1OD00 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" N-O" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 33311 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 l U 0 L O O SOLID #5 l U l L O O #5 (SOLID (OJ L #5 1 U 1 L SOLID #5 2 1 L OUl ) DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'4' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6-4" 6'-0" PRECAST (2) D45 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAICDO' DETAICDP' DETAIL 'DO &'DR DFTAIL'DQ' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2' 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 467) 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 ' �',:: ' •Rj.t :'�`�;sr TYPE DESIGNATION ` DETAIL "DL" DETAIL "DI DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION =[8x16-P-IL/1i ] JJIll L_�yy�,7�1s-,LI�•AT TYPE DESIGNATION P -PLAIN LINTEL/ QUANTITY OF 45 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8xl I6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and app ve for compliance with the 2020 FBC th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8'' LINTELS Total Length Type $11x811 PLAIN 8„x8„ SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" 1 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'4' Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 174" Prestressed N.R. 257 174" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2V-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Kecommended N N O Q 0 00 L0 UJI '? 4(,q • 0 e� LLI z Q V) N LO L _W \ 6. 00 4 U ' C) M �, 6 N m W a E L 00 s o 0 711�� }W Q LiI, o Q •:/i JC W i0 QCV C nn,, 7W L MO E .9 oCo w � Wow zLU WR HWJ2 Y zUOLU 2O�-000��UO - Q�L �W�O OWOwm�Q W .jQ �HQ=0¢¢ZU-Q Z 0Yo�0O0a -jIzz 0W�FFF zz�U W�0n 2W¢¢ 0=3YZLLQ¢ LL O Q • O z IN l..l..l O� O 0 M Q w M L0 G J ll11, IY �a-Lip M In r 00 Q } a Z U F- Wl..l..l z 0 C) N N O N i i` N i O O 0 M N O o f O N O N CD N O N O N o N 0 N O N DO o L6 00 O M f N O M O C 4 O , O o o o o cb 0 N.A ) CDO C)O 4 O 6 O 6 C)u, LO T- N M f-� 00 (� Z Z o O4-0 Lu owv0 LIJ UO 0 �-0 o �Wa V / O Wm< Z i- W ~m0Z r=�-=z VZ00 ^, l V �J !-0 2 Z X M CLzZLL LU N OV�2z O Q Z z Z 0 • ■ Z U U O [LO 00 Z S12 Q z w N N Uj Q LAST PLOT DATE Dec. 14, 22 z-I--0 0 STRUCTURAL J DETAILS A (LEFT) ZYgZn,MZW2 Mounting BratWts t,10 Gauges; -'t i°2„°" X 4-112' Fk 2,1 T:„ 1 I° ' Did,, 4325 fT __S t�$i1 tt1 _ //{ wl file' . t� � llrgliN AMR �. p,� I�-�C � Mt s Back Cross Support (May balm r;tit to IN Right Bracket (166migle) AiG� tliaddli �aNl:'t':1�1►rN �kiiq"„ R y P ii` �- R:: 3in fropn'I Frond 55 eta ^� �ii"+VuiLt � l,t kl'i Melt l t 1tA lteil �l p� j �e� W �Ck'tl."� ��?yp lY14 Self_ DII 9ra iadteti Back CrussSc ippordrito,AX L1at t tT5ice: J*i 3 ea= t side for ITurricali use) Spixi tree :1 Dale uaas put:€erilrA woe ea, h k. ura.9.• A- Rtaaz:.. Ell arI Rapti !ikad t::ildnFlu; alaliledl aw wil"aa miqu b:: tam 1160 baste API _q26 mula Alimmillor, 2020 Smiler[ viol Frodndm,I..:. Caaegla'y: sd=tUal Col' mi ene, 9uEQaipuM Prodti#a h4odreed area Read$el Nei,Tbi mmWallY Corripermi ta,rlhrrd: E-4 orrila, ge=pA item a Fllo stTtdeleirfapArrarinratx&r 191`10ia F Roleammanial rxt06reer AMA Frod,motleo af. Nuumit+c{Lllame i smertvv%lAodi A1S4-51t) 2 :: Iwdrll Wool 91sto-511 '4Rw lrana a: smart WIMuorl e154t1520 4 �rrdVerA P6xlel en'yPi$'}Z1 5 ,SmrtVeni ktimdel 111544,524 6 i�narivant RiFi"austl -- ahurriNaN huld'.all a114r1111 Florida .-orkt of UttSttless & Rrofesslonal Rita on Ld$dtng C4des lid Slarridardi Product Approval Application Darliall pap i of 1 l'2n ifK'i Ca Bari m Erxara fAtte P9[e rlim ra 0"1 lallelxarm 11"mma F. NaaenrRE Lase Uorroal°I Fir , t2mm Sh@,"r'p 120`101.620 IWIN20W Ad'hoc,*d (077)4+11;M PE 73770 r4u)XID-1600 rtw arrt _atoxn QuiIiiiiii A.9eyairsea ritualooli i Andrond For Valmir m . ii _F>�IrgtDaW dire$ 91 lOfNZ 11 CaMM Dual%..§ Food andvrnmi-Viet 12GI12CZ Yes Yea I�F4. 1100b100 '6irn4; Funat3an F104 and V,rr01aR1aan Creak i„ -11 t):23 Wes lees WA =100h 100 4nsvlar^odF0WYed 1mlf=3 Yes 'ras WA wa901'd7J"0 alalaa dFlood VFAr 17131astYl 1. Yes I 1`=.1]5F too i oud; GaraSa bolx tAaB Vast 12F31fit123 Yes Yes N h I AmodWO1rsulatodRoadvent i2niri Yes Yea I +nestle 4A:.rolwkyld: CW39gps 1pc- ired5dl5^i 17 9�'S:1Y.11Y'3 'a°a5 Y4r:- AWA WA Florida Deparia»eft of Buse ress & Professional Regulation Tarsi Building Codes and 84andaIrds, In*I=. Product Approval Appllcatlot Detall 1 I r .L-. : I I IIII r _ _ , _ .� .,. ``- is - 1 I� ail -1.1 IIII t II : ".il I Ik k '. f ,f f ,.. IIII FialliN or mutm Ermalinali S L+caeraa Yalldauld by s- - RaWsl� 2d)3b - R.1A1 .-_ ®raaa+h ,Ifs+:, 1-.�y41'Rreul"a Zactafd'R.. r:$ - - - - LacY.e �Salslma P'E. t7ati Qr7q�Xr (adrdBlL'i,"dCr Oe72afaeid on 3+24" PrPoi Calagtmry: ;fro:d't,dl iiem ll^1s11 PE•74021 (MC300•1ear ItalmCmilaNcrin MOO R1aSng iT'r;$r.tm�Sa:,=v.�t.00m Canpltance IModi Evaluation Rei barn a FPerila RemoStri AMaabL1 of a Lmilmard Flohda PremedIrMN 11ngPrraan F�i�ra.Ra F*sadRaala air oakdfottte Rica ltim .. � .� ilklm^^: E► i:dr. 1 IM -- - 6inala aFa kaahlp Sy�'alna .1 "1 T Qpol' D3Pi€r, C»a:. 59.�. tirIA1C 1.. S� GV4N'w :a0tka, tl 2131fl.,ai5 Y" No ti#A •`£i-9:60 old Florida["rtment of BaMness& fs"Itinal Regulation page 2&t Building Codes and Standards 1ii5f Product Approval Application Detail$ Ion YmIgn 11tilifigmt, .� En91Mr_zg', kcanaeyalidll,eed By Vandalad Sub,n -s FKAkvnro'+al Aa-:-r+rva 54,tslus fierviYn 26E0 TFlerms-Tnf Corporwi shicrejaspeisman Lyndon F. -amkRE- � P _. Ryon .} KingP.E. �Q t}i..e£ffi -21 2151 ir1 QN2?J2a21 arif69�2"I Approved APp Cateyorrr Fmileri OD" € ad =� PIE-43400 (AIT a#7->,TiW, SubGstapol'rr SiraRpparp lEatenrr D•oor:Alraamludea Ia tracer soIIthArnniAtnA,:i';on k omplllaaoa millethair Evalluri R'sport From a rn F7orela RogisYared Architect or a Licew" Flitch Rsie6[kvral E r ELMOR 5i 211 MABau Iall, AQCM j9t2EUaa rIMMA4tUIJN Imam n Product Vidal. IN r 5r Iaare Prod W12taarletien I{i "Rz Cilr♦filda -1Z RSMM- _ - a. Thatre T,du Fkraw C aala and Smooth -Star hk'n'*ol 11611W BrgaQtlnnpaa't&auot Opaque 1=10= No Yes Yea WA Cxwmlp oete Edge FGeg'aaea 8'rip1d Door (Inaakrgg'O wri x carmaguradimmet _ r, Themsa-Ton Firer -mac and ro h-Sloe 140mi61134- mpactAqurat Opaque 12131fr='- Yes Yes TVA s rmlPoatte a F base sm is corn with Sded fists) 0mFAr*X)maeWFig XO, OXor OXO ...figLlrall.xne<j -x c. Thernlii Fiber-Cimsaic-and Srgo1h4tar Nominal %0i &quote rrpactdquot Opaque 12011= N10 Y,orr Yoe F4.4 Compoetc,Edlum A 'ass Daub Door wt ho€ retlmut5iieiRsa nr `k rOrmw n )CI OXXO Loniigurallonsj 4 d. Thernlar•Yru Fihmr•ClaaallL rwd Smooth -Star Nfnnlanal'dl'SdRD''2;0:hquroVrrmpact&quul; Ivdprqua 1:203gJ IM NIn Yas Yes t,4k Comps a Firetg;�ss So le Door ?illN.bt . t14b`-1.1 X aGflflgurablxt) 5 - .Tn m�.Y Fibetd fiL anv'S- a a ru s n'lemtr-Star Ns9 - - 1 € NoNnii qud 121a'1 - P Ve5 fg5 - .a.., -`'"` Ne aFi'rar aaa :Sid Isla G^rartnl rnpoS p • th Srdel here; ljma^ up,IC nmel-ng, Xt); X, er 01 urati�rs canfrg 1 a fThermar-Tru Flibet-iDalammile and Smooth -Site, Nominal SR ;o 9quot<InpaLt$a Opaque 121910= No Yes Yes WA '.om,por it Emt& Pt loomiatam Double Door W I of ,m1d1irAilloms l]aWlnpFrt Wfhmwr np X:t CN 0.+:vr'r ctlntdgucauonsj 7 9- Thamra-Tru Fiber-s is ar€d Smooth -Star Nomirrat €1 &auotI pact&-€4 Glazed izel Qfm No Yes Yes PUA Compote Fie Fib"ammis Set o, Door t1PaVAr iF1$wWa'rp:. X>' Aprwrabcr:; S h 9lharmua.'Trim twpber.c:.lnraebc arrd Grimm$$ 4far rN:aI'nulnill 68111 Aatuo't mpcPm:l Glam d Il 21S 112022 No Yes Yaa I Compormanar €02a Flli Si Door wdh Side iti answirp/I�-+Jng; XO_ OX a OXO cwnfrgf+r�Aone) 0 Theurer-"iau Fber4dirssic said 5rrrolahr�Aar Nominal FA#39;tk Lg oE9 taact C oilseed 02/:)1d2 t22' hkl Ycs Vss F; AI Comyotita Edge Flleaglaas Datrkrle 600x wldl uF "thout Sdelltos ilnsrahl iC;lltawir ; XX or CM CWNI.Ifattonsj 10 I, Therms-Tru Ftbec-G7ecslo and SnoaBh•Slar Nominal 39;a iquet;inysact&-ores$;. Glazed T:213'V2C!u`2: No Yes Yes NfA Dom: to Etc Fit .-area 5' le :. r Okra pn&YAngf%.I€11d"NPTR'd X r.Y'R'1RI§}Slratlaalj rA i k Therrca-Tr,1 F1bat4".,2 iC and -SFrnothSEsr Noniummil =Iii 8qutym re"emo Glazed 12h311Z[32' No Yee, Yes rVA, Compcsita Edge Rtroremiass Simi Door wmh >' ddta(si {kn nglUtri>awiraa; XO, OXOr, OXO W nhgalNr'RItBn'rll 12 tTharma-Tau FlRaer-ClImsmak'i:i Smooth -Star Nommiml ailsi&V,D ltrluuorimpaat&g9k9C suiroald 1'2G1Z2G22 Na Ye's YtM NIA Composite Emi FbarVii Double Door wktll OF without Sidetri nmwinglOutswing; XX or OXXO confNguturion:5) 1 3 I1 Therm -Tr Fther-Gla �In await Smooth -Star u son, h Star I : ,F7 Nominal &34`3di+. Ilaui mpac4Em' il Glazed MnkrWd 12139 ym Jd "^ es "ASE A Open C4anepsown, Edge FiboFglaet+ Single Door !h rmmitC uhovii X ocrifiguriationd 14 €s. Themna-li Fibs,- sac anti mre oth-51ar Nominal 6w3gia ilqu impart quit Glazed Wmod 121311 3 No Yes Yes NIA Own Compoema Edge Ffbarglas9 single Dow 61+m slated Noldiel N^, ri Srd:ottaal(sl 'i'tav:lnAnpdt:2utmvi g, 90. OX car OXO .e 11tpu€rbanal 15 T r o hems Tru Fibs-G�sstc and Srccnth-Shlr t,lomlrral irBA�a ua 1 et8 Glazed P.�rded &q glslk t 12131 12b22 hka Yes Yes 1 Fl.R Open Gompobtl9® Edge Fiberglass Goalie DbOrtsia, a without Oezed Iricddred Open,S"arttd'daa [tnwrismOLtimarl, Y'Core'3XNO crx:Fpnratilar'ua,+ 4E p, Themes-7ru and Sfnmfh- ,- N-inal eafti ax#ubkirq,ao - 'L Opaque 121' V2022 No Gampoate Edge Russ 5rV1e Door with Wdei CPan ys I n1rr1rC3ulswin - x ,OX or__XO cirrnrlpur meoni 17 q.Thernwimi"ruFgl',em•I I&Iand9mcot9tmS'tmr Nominal 601 8rquaklrrgwnr„t kOpaque =1t'2 2 No Yea Composite Edge Rberulasa Double Door with or Without Glazed Molded Open Sideltas naiM K3 ce OXXO mnAl ura Y XK t&m n hg �= 0 , SYtt vomw1 taarlaaKWW RF Kalman 'pm20 POT I nde'daiaa caelicii E.titi. Dmion, Subcalarrim: S&I F,ilaitr Door t imaimm ea coati plilanaa meum.4 Cefmaaaal VATS V OrlanS F Lr:.R3a t'4rwialr,ta $$amuse Kim mubar a€ tdatru S 0.5570 ti trisvas lom i) Florida Depattnmerrt of Business & Professional Regulation Suilding Codas and standards Product Approval ApplleaSon Detail hays 1 d 1 1ar2N, ad- 2" nab itammuli me mx a -Fir -+awe YalFdaier! of _M9 Approm etn CVaa lAa'mr:'ra,m'ki 'lpmtdlf-lTaa°a•Ii - CEP Mimml-bud, SCiv h _ VAL 1 tArl,2DIN tOT.',6e""+«4,60 11,02V.Viii:40POPAul (atij4SttOtOS (£S5t 31a-2SFa ievrklra9aeae ar8? ruwavltsal€3ti Aalltllwwliti 102ttre•ft ', t ssaedtrs rastE -_- rt lwlum 911192e sw-vKz Varyl 016r5{;l Dome Mu(M-='1 Yaa Va. FLA August 1J.2022 IWLV; 'Jill I I g IJ- [ G iwkli� I I I :JJ I a, L I lk & 0 1 II A ` n -'- As required Florida J s i Florida Adm .. i"please s r winformationnumbers on the building components listed below ;'f w " r �' ':'' !F a 'they it �-•utilized othe construction Product Description project for which you : 11. �. , - :11 : 1 EXTERIORDOORS - -- --: - � J :, der i. - iM !' p' and Smooth -Star lmIMPACT) :. $ ,r.. ee ! ,, IIt ,f and Smooth -Star (IMPACT) I � : . IIlltl, III aa, yy�,8� ': l Series 420 --. --. sf =r d # Series Y NOA Pella Corporation ` II� + :' y s i i' T i #'� #IF - ,Series • J a ``� * FIT ai ! Wayne -Dalton .: ,Ire -' • 1 - ': , - , I of , 81000,1810018200 J � J J 8 t om 1 .,r ,� l J I I I I Imual lu III (see inst i h 12. WINDOWS SINGLE HUNG Ml Windows i Ir aill - J y"r� .�i-+lsll psi Ellyr-ImAts Pella Corporation I! _ef .. _. lla Corporation f # ..... e:. Series Pella IIII I�}IIAII II V ICI �,, HORIZONTAL SLIDER - d#I tl6 1:: and Doors ml Windows -_-_ '� 0 p' t ' � J a-.� ,Pella -`: • ,i. �. -.... I :,Pella Sliding pl I III er�rI Ml Windows and Doors '; ama I h all ell luo e gyp. Pella Corporation Series 10120 Ile ` arrl Corporation �I ::' es " Flange p Series I - _: !- ,► a It yell are IIII I III 3. PANEL WAL:L Hardie Buildina Prod. aa „'a.I SOFFITS spliAll r. ;'Alpha Aluminum, Inc. w , „ awl #r.. , ,,: MI 11 as Vented eta �FL16544 = J i 11u I I-ill - �,I I A E Dimensional af, :: u,.' 1 I.. s --- - IIII- --- - - a. (forShingle ,.'" �+ i llFelt 'I i,.. - •- .. nt : _ IIII r' w M _ Roof) -_ I �.... r � I C-ROOFING FASTENERS 'kwiLlm;g r 0. wwOOF ;- -It' area. VENTILATORS _ a rch Metal diaw -' Ridge ,< 'Vents lull, IItIVIII r a w 91 6918.1 Florida Lomanco, Inc J Exahust Vent Ir- sf : -,Villa E. LEStaa ROOFING ',:.: •'j yl� III; F. METAL I11: �di. , O :. 0. :. 1' ma _ dr. STORM PAIIII et-- o',:.. Products Global Protection Ie.r... Galvanized Steel Panels I 1. LlIuIll■-II■.1.. u American Shutters L Glass 'Galvanized Steel _' IPanels - ,f..a. iu I ' , 16. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ l'USP A I, ,,. area I, -:. Structural. Conn, :', g: are...: TRUSSPLATES ITW Building Components Alpine a. 3 e • eJ IFL1aiSe _' :. sal. :,. -- LUMBER ENGINEERED _ ,,'r I a.,' ''. „ i'... '^ ':.' _ ear are lee' Board, : as �. '... I1''` P -. I po I, 1 � I1111g1 �u IVR11 IVuI a IVuu�l lI uq� f 3 L' Cast -Crete C' -.. High Strength Concrete :I. Via, - i 0� sib 'l+ _.e >`. 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Ei = lJo-D.de RACCO 'YAL I IA)5�20 11�05-2020 --�H,2020 .1"I'do"ad SliluCal"and Seortang, EAlfra Door Alistantif eja5persordaffienrialru.ix, C4.9041 AdAindoon, ni)41�4,56�0101, iTU.)�__,5-2�00 o0nutilande Method: E,ollirstion Repatfoorn a Ads UAG"Oncr., ends, Homo 1'slerwk0plesslillsoltv's . Florida Reveitivied Architect or a trcensed Florida Corraillarnewlisthil CoNloodon Mark or LhWsf ,oil Ptoodat6onal Eninnear FUlMlItill FL412mi�RIP 2A111AUmUllue Aaargrod TorAlimi &NLVIW.LKIM gindess. Vaiddia 9MAYNAUM"angs ARRMW W_ ditailing ral; low gum 41" titeweiijbilailLfififflitila.W.&M he%&LkNmm : InAm QAWALI.W AguLd taw_14cl SM41, Prodyet Model Numberr jr.btlime poiduatudauslegar, contract Expiration Data in Heinz Ouldrent H flundirral pressame 2 awssril (Laiso Uselet "Pe lAnyl single f,filloq elfrsi- 0?MQW5 Yell Ye, Y. tuA I is. Tbourst-Tro Fiber-Classi" cand silicon -SW Nolonal O&OW.8 8qLKt; Non-1 rerratipAidl Opaque 12131t= No Yes NO NIA Composite, Edge Fibeerl law Single poor (In&wrVDVtWMnQ: Xodrificulabareo 2 Is ThemidnTru I'llow-Clasala and 67cob-Star Noisiest ft"k 0 eartitt Non-1 rricadirliquot Opaque Ildllf= NO Yes No NIA Corintstate Flip I'veng Is" Sov's Door Won Adeded(s) (InvAideft) IV, X0. OX or aKO " from .Werluosif a c Toarerna-7ru Fiblar-Glassio and Soistath-Slar Nommi SUSP.8 &qo*Nort-IrripsabRaluat Oloadquar 121311.1m I's Yfar No NUA Fibeitilaigs camilessia edge Defeat Door *fto, "divitsilialitas (Inemoill aoswnjj� XX or 0)= candouradions) 4 d. Tivint,na,Tru Flissire-Ciassrs and 3wxcn-1&d%r i4orninal 7&M.0 doduct, Noin-Irnpaid6dolot, Ofool IQr'tV= No Yes NU NedA Composite Edgre Firdifingdod, Single Dow (MorolegroUtraftne Xclonngrondeld, 5 ,e Tbencone Rbar-Coolar and Surroxilul Nodoirsat 76AeP,11 isaiarld0ol-locroaElAdoot Op"U25 I Zr3I12a22 Ile Yes, No WA conerridifte Edge Fiterillass, Sindic, Ladw *10i SddfWQ ljn$endvi'�V"rc� Y�r�)r O'd: V OXO 8 I Trionernise-TrU Rbar-Clausic arid Sneedn-,51ad coriftetrattans) Nominal B&OM;O&qLa�t4o�Impad&q,ct�,Dpaqt;, 12CIM22 hit Yes NO NIA Florida DepartnetriterBusineW% ProlesslonalReigulation, P.V, V, Ompolafte, Edge Rbarsores. Sing Le Door Building Coders and Standfill lldr�m (Ineliorraoubming: X conflaursol 7 jl� Thiont-ol Fibar-Coodeso, and Sirrevoldi-ftr N's"i"Al UM40 Ord'entNone4"donedilqWt Oln"are lZ1311204 No I " P49 NlYk ProduLl Approval Applis Arlon, Detail Dornigoddille Edge o9b"istsSingso Door issin Sklevre(a) OnsonfinaliDwoommo,)(0, 0Xor 0XO cordrQuirrions) 11 -Z 1— ,---- ' L -, , ' "LL L - . : I L I L --- - - - - . , r.L 'L 'L L I - I - 15 h, ThainvirTru Fibef-Claunia; land Spicath4iAr Norniard S&M�0&qu-YcN*n-lrnp;aetd'quot; Opaque 12*112= P-6-1 v" NO NA __ __ __ __ . . - - . I , __ , .1. 11 I __ - - . . - , , - I -- -._ _ -r_'. . __ - ___ IL . --- - . - - ____ ---- - - ------ - - I . - - - - I - - - Composite Edge, Fildersnals, DOuhW El �ft ed _ Qgk kd±iLz 2M 201 299 ,Asoud Seffifts (c*ovrQf0ut%vdorxX or Q1XXQ A-M verollm manshowm WAd ennarroar A Ligisaill YAf0A.d 0, vailieted ridatiftled ENAlatual, bway.14 aoida, 0 P. TMairms,Trij F ber-Clesisk, and Snioulth-Stair nat"fir,ratlafto Nvininnsid 6a#U;6aquar&os�rnpAi,A&quo:� Glued _12ddIv,22 No. Yet NO Nf`A kffk" let 201111 FGT lodutzodir jellis I'lol'oWn"I'll NwnrDarta 8CC0- CER mlaft-Dadd BCCO -VAL ilW-12021 1 1 AU!WX1 Ai IIMIM20 vri�&nsd Condiscirale Edge FiWgiass single DDof isksgil Wrid- (941)W-01DO (74flit 315-2590 ilnismlinpfciulsaafng;� X configuration) Suls"."ric Flurdol indn'WeAmpgondirmirse 10 r Tnorrnll�lrru FlItionc-lassic and Solitaire Narrnaj 8&#M;g 9quorNorse nspaoMquat; Glued 12iBIM22 INO Yes NO WA, C"114M,ola slashed: CoMoAS01, We w Living om Carriposits rdipa Fiborgial Single near wilith Sidenfe(si if nadlissig,dutsvoingli W,,"X isr 11)(0 L&LULUAY[III11203 ontanturtuansil CA'aut, Aing-'Regs A=K-YWZEU- AmelrarrallN tmw VA-44M 11 it Theerfral-Tru Fker�idadsduirc and Sanandr-aw kirenurial tram8kilotNearnisulpfacisquok Glazed IMIrX(22 NO yes No WA lvall Ruduct Model. W-rdier or Uses, Product cle"'Motioll soniftrad EmbleGulnusic, =�lnfa It. [4VHZ OW31* RvostarA F�� ,01hatif Sidialtilditledoir.yOutsving, Aver 0XX() -1 foll M JlLtweev bdil line Mr# Mod Wod- 041`ccNie_-� Y_ Y_ �_ it* odrifiounratford� 12 k7tvirlso-Tru Fiber-Cussi and S ,mdov Uh-ftr Nori ?9#39ldo lisfersUrloo-olwedsurdl Glazind 12-SIM22 W Yes I'do NsAr Dwnposoce Edge Fitenudiese Snilliv Doo, Wriff'sirwoApivnet, X NorlIfigo"Word 13 so Th--Tra, Fib,. '--..,I. iiisd Sovoth-Sla r Natoitnel 7&Mo &q-td,1.l sot. GloAndd i2mr= No Yes No Ush ,Vlipasne EdgatFie"lless Sin k-Door"Ath I �'*delfte(*) onirranglOttle,wing; Wox o, OX0 oxflitfurvtieds� 14 r., Thovrra.-rrd:FRoao-Qams�- And Sreconoth�suldre fe'loarinal "#39:0&dvotWdnM-Irnxddvndxd� Groled 12.Zl= No ye's; NO IYA Usionricalts Edge Fitairglass, Single Door (brameagrOuWmInfir X conlogurstiors 15 lo The��Tru Fiber-Claser and Smoodd-$tar i4crurial 89M.,04quottioul-larprar0olurdt, Glazed i2nI= Kid, Yes No r.lelk Cmulcosint Efte Fillargledear. $ingee Door with Flonsda Departernart of Bugirdis & PricriessfarsO Ragul2tion � __ .----- r'�- I I -_------_--- ! � � � I I Flur,kisi Ek;rirfinartesf HeusIrNn �_ Pnsfsssiednall Regatali -on - V "li 1: 11 ", Building Cottesand Standards I �eee' I I I I � � I BWOII�,� i."'odea Ind sldmdardd et"'111'll Product Approval Application Detail ; , __ is-d-t A pl,t.-I Appli-dion Dailtail . - - - __ M=m I I I I I I r . - 11 7 11 I '' �� e I 1 - � � � I , I I ___ - I I i I I 11 . � . I . 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I �� .ivo, ear W o Dou 91f, �FGjlm DT_� T V-1on eadi-om- QO---- vesnat" itif )WW" Wmaw E?.QP-" Adenine- ,i - L' 7ff'faD I � � C.-r-l: !_ & L Valli J,,lod 8,, V,ficleso S.b,,,,VJ Fil-lArip.-I Apo. til lit"Amno 2079 to AUInfis into un- Eirr'45ilsoluer Ainoso-sjohroetural 811�rn et Wd`L PE 'GoactOW _�dmoc?020 10for'2= lj�� I - --- I.il ,`elllo�- 5,11 �' 11 i �"�" _ __ 8t�t ltit"eti" ��" Ise, - �; ln�, 14 Lk[& 1E 11112ritaa , ld!�'Ce� 11 12SV202-C lo,o'� coordfoor "doeo, �rl?�IM'3300 %soon,re,_ A-ustso, e'$'� 3TIZlitel, :"Imra'�'v. ve'ddl',�: i '�17:� MM'o�s� ,A1,,.hr, �_ I' 0'0 11:1 P414 Idelisateuning InkrolorlAisid0i bsnuoreieedff'rh'id.oes� I'M01,14g:eo� 11 , I 'lr;9,i,rVJ:,,o Ownpitai skinhod: altercation Mark a L&kg ��Tlld ud'.1i've C-P'n","L 11,40, , ti-o ; i UXI ��,JUi t=_=:W ft2buso I (WAML&ML, door 62miodeprit Use Alarenjill LQL�Isrr bt.w r,!r1P!fr ; ; I I &UddifildflulLidd AUritiosed E j _od I loir tug2a 22stins ANN-, agotag WWWI Notable Z Hatts MIAW istalialln, rWstsdu Eseirtibic RAN Is te"M NW92 W1 ofi"l F'I ! I V li L%hi3 Tklo, lwiw%vr.salira��l PI ildilla.pe--jillik'a �adi Ilsl fildhAtinarell I: lufft4i lixotod-0 NZ Nuk"Ind riltic'u, I fl"S lor P. son FI_'_ Frinte, n_K' Ps-lillas.d Q'o- "Idot"IN 41 Y. N. -nT� i 7, V�� Pli i "-. 7:� _'t'd etlo" 011110s*�'n hl " - rlL, I tv-; I Meddle Deparianaint cif Business & Professional Regulation F - - �' i Building Ccludiss and Standards �� I i Froduct A pprolvall APP11CAtledrs Detail i — — ... - - - - __ - I XWOMM - . - - � I - --- I I - - , - . I , - - - I I . 11 - I . . I - �- __ I I - I . . - .- I - - - I I I I � : _L__4 3 - I - - _____ cab - - - - - - - - - - ___ - ____ kawly-a IWIL IWA RdL2zldm e Do ij"A IX22 Xpw dour"for"d Was, Inallimsir L 64= �Asblyd pa Y211"29 110=310 Els aWMA Adored, "�""ru' e 1 2ra �!'.2'�-_ 2iinilb�ddiu" Rwlisio, 2020 All vwmd�t 4,0 ldw� a"t Wnsfor Wit R L�.. Ps 134'wol. W W.N FE lopurt2bm " siti I on aQ 020 121W,d:'C '', L-1 I I I - I 11111�" K'� r, - -2 � � .1, 2ei i:' - in't."r W,,I-- "'7-"'3G"3W PE-M14 (7 �17) W-04&4 � r_'I.j_ `��'ret<'- , subc.t"lirr, NA.0- otacal"'nkc.�. -"1I,C',i..q': le" - Caffe4fliall "Antos: EYW414W Rrican IVr a . ! I ,�i�,,,�,lic,,,.11[�Ll,,,11,�:,�,[��Fl,,, %!,0 11 UstIQ I M,.,k Rogidsk-ord0-tHeits or , iLk e-L, oe,k neMin I i P�vv,,-lishsd &,ail-, i 4_�#"' 61 � I f-�t',; LLICLU1�11hiu=_ i 1:�F jl'A'I�L!�!hleilleedo%�Rkoo amneniw_uu Agab2gigLus lama U-1bw Q i ; truit,o, %, .,,, ,,d?pr,,r,, bitild. ftild-l' Ili LAZIDL--oJI&M �L-_ 2m" clg=ftila lI 2141911111 1:1W flitAiNd ��:�_" I � r n? do Astscl AW.- Whslep "o- i's-1=4 '�fsr I yo 11 A I I I Sidelieun(vi [I ndaaddidainvonng� M. Q,Xor OX0 Florida Departriort: 4 Busiress & Professional Regulation F., I orl I reorder Deparlsorant of Business & Professional Regulation r ��"_ -1 ,1 : i is pL Tbournia-Tru Filder-Clarlisic and sdrectin-Star conuouradws) Normal &&M.0sqwtNo�lnlpia!&quN; Glazed 1?_'3lr= No Yes No MiA Building Codes and Standards I W.172 i Buildlogl Codes and Starciards ___1 . i Caffliverls, Edge Racine Double Doot With or i vo#�n Sidelitim prisdorofOutswing; )D( or 0YX0 ProductApproval Application Detail Product Approval Application Detail j ournuirearaftlons) i 17 q. Thiders,Tru Noote,Glafnisc Art Srostrallf-ftr Nominal issinki'MA Aqualdfreon-lrrpdoo,quot� Optionie 'I W112022 NO Yes ledo� NrA I I I I I 1, j Composite Edge Fbarghass, Single Dow wait, : el , e e#lft," r I I " " iej I .1 � ��". � , � 1, 11; I ��, � I I :��Lt . ; 11 --" I T - �'. - I I � I I � . . I � 11 I 11 � - 7 - 11 � � - , . - � __ - - I - __ adj� - - - _. �� - � � - 1 - - � I T � I I I r 11 - I I . I - - � : I- - I - I - I � I I i I i Tratersonn (InswrigKkulisfArky, 0/X contiq _ - . 1. . I I --- , ", � . , __ �� , '' I I I , . I I I I I I - __ --- - '' . .1 ,- - - - � j , , _ - - -_ - - - - , — , J __ __ - , - - I �:. I - - , - - - I I - - � I __ -" ��_ 11 I - - --- , , - i 16 r Theriiia-Tinu Filder-Cialsond and _%vatill Noninall S&rA;8 &quistNorelfripardiliquat: Opaque 12611r= NO Yes No N,1A code Ernity or Onto Doll! Ode Nuslicia kile S2!IsI saw 21111 291 RMEMOR Mir ; I comptsift sags Filseurgialia S'Affiv Door Mh IWI xamm atilliaglim SMAW tol@iM!MAWM.q mailm IN VoOL19 Assiolm- faL-Aamm dagaill &W Itim vlesion Aldorowasa godw ffaida agulutigam Stifiltill YAW&W NL,b.dld EWIAMLgw Allaughl'i �'Ii: i "111 Sidefflaidi and Tolloopm (InswistriD.-ftiling dle CAUx -or CIDA0 doreg.radonail . I fk,koko� Im jarre lIonse, suidano Pwodu-t� in, cbad Drink's s"A"Orn Tarr jori,donflersed tlb� 014!�W,2'011 IV1002n DI rel*s2 I ,dol rr �. ,44'w Ral"I'llorl 1131.13 As- fj1d, rh-l'"'o Ly'd., F 5sherflorlik 2 Rd- I Khrl P P_ DZMIM21 OMM20211 uZQW-021 04M570L 1:�r'',,,'1 � IQ a Trusermse-Tru Fider-C-4--sr and Selonfir-ftt Nriontroll 68,030,19quottion-Wordersiquat; Cparb- 1211112W No Yes NO WA Cassirion e" Val$ rmlb U543�0 pf-OW2 sesz) W-2ma C.I.Inisio N A 0 Trans c3aut ua-2swig PE 43408 i9151 791-6555 , i Omoviesee Edge Nhaijillaw Single Dom mth sualcauspaw. ale rLdlenelosojaro-hard sUoCalloalow. reIh-;V_Wud i Slidadise(.) III irsaierielloulowitre; )*� OX - oe CorrVia- "a* Ealu.bon Repon koe,, . - . c-pa-11.11riad- R..Warlon Rap- froun. I i Conartwuls Head end W caeguraterns) clarlds Reersedirriurdidt"Itior. Ocere Floods Pok. Roo,nrn,olh-ildstor lt LJ-vol Fl.iorl � � W l! 1"hanownTMA foew-Claftle red S-ft4t�5ftr forsenreag sadim, 0 aclitnotlate4limpletolued, Offill l2r311= � No Yes No MIA proffqs�ft% Frebear le 'Nevowill Ondr- I I Compscole l�digar Inba diaries Sintre poor vvith � I Sicwkw�%) onswrigrivansling; )W' 0A or OXO E6111119:11119laslatia FListozoilEiggise. I I Coribirnionlis Head wi-d SA confirrvautned) lilgailM AM[alm arm-mlitil I- vid: Amnardram glaw I 2ss&AsW3= Atiorgodi for Use Artaraved far the 1 know 12saw- 1 21. u. Thaww'rou Rber-Classe airid Sirasairl Nominal 6&#M,8 &qUOLNon-InTamgqL,K Glazed � ZM 1-1= No Y" NO WA ova # prosluld III odell Wall or New Nodul Dmaullon cone Expkatm-. 4-0 6tz outownfien liftelbrawl pv-v S" A, pedwilitalaid pr.d� o-10 cc�wl_bw. WIffi!!ix �?fLtial HVWZ ftfig-_0 te.�f6��Ie' i Co.:," Eogre Fiberglass Siddes OW Ali students) (I rsisftophtussifhno� XCI, OX a 0X0 I torrentork Lnu eding Isor-rivol far ."Ing 1 Z01 r 023: Yes Yen 11d, Nero I _N�Iondr q grodst,211'rfiquoto,st Wol a dold VIl avid I n1i 17102 3 NO Y�l k, tfe_4;� 1 (snoorouss Head Arid Sir contoL,rationsl I 2 foredd. III-* Led Vding 1ion.-Ono,slok-ts I 2 l'.s I, M A-- Yero Y rY' thk Z J1r lsds�ot"Qlljti�� Tajral�;%orffl Wei w sold VArr turn: "MIMN No ya lie 1 � 22 ,� Tluedrill Florr�Cfivdaplrwd Slivorn6tar Nonlosd W"D.,06ciouctiami-onlalelftlot Glazed IZ1112im No Y05 W NIA '3 ,l, ,tavr0reenboor virser sinedooloi3l) Safft Venz w gold trail suck �nit2c'21i No yes No & _�L 0:uotoostle, Edge feelsollatal; Single Deal wb 4 a LWd;G5&q'r* Sam Vea,d - said v" SMIR t2nTr2023 run ya, e Fle � i SiWW,a) (IrmlistnellOullpfaing; X11, OX a OXO 5 . &Wct'ZfW C,rletq.k. suet vent - sold Varyt airm $WWA2023 1. Y.. i N. I", 1 Cloodenereurs Head am SM consegurnionsi) 6 L &qiox;WPi,, spo.&I'l4. &Aft Vrm � Said Vvyf Solos IW3112023 rk, ?�o N. �' �' ! 23 w Theddroo-Tru r1ble,41adefflo also Slesdivief-SW Noddral UM,10 derad,-Nisr4troodkidquat Opostine l2t3Ir=1 No ,?as 140 NIA I I Q'sondoslia: Edo F-Worgilaw Door ParolsythIt vented Skielikal friarivingfOubdift� X.%)VXo(XXM garftud"arl 24 K Tinurno-Tru Fibed-Oaraoic and Smoodo-Star Nom rud S&M.0 &qw,t4o,n-lwPw_Aqloet Opaque I"Irm No Yes ND WA Consceirlar Edge Filodogniasis Dud, Panels Y,hh Voined Sesse � raiewidWinsionI XX XXX w,'O= oseofit�ovnons) 2ni y� Traorrai FlearZolsspoind Ensodelbaild liddloreal S&AWS lulpimott,falf-IrVainSdual; Giafrila I M 1 120211 No yes NO WA C4D,ndpow-te Edge Reavrqlass Door Iserrieft vAlln Vented Siderril(a) QuolitnWidaming. Xk XXX or X)= Florida Departrif of Bu*ess & Protesslonad Regulialton d.3.1 of T 20 z7hernsor,I'm Fldsr�Ctfissfc and SersisdIN,f5tar clanobsirrubs"s) Nosinnood 8WM�08dloMNdds4mpAdsd:rdfv; Mazed f2dfIrM NU yan, No MIA Building Codes and Standards inhea'Of CorrimeafluiEdge Fni"Was ordso Proldess Main Vented 9 debris) V ridivAraWriftevitial � XIC Xxx or XXXX Product Approval Application Detail configarealuarls) 27 zor Innierpolif-Tird Fibiff-Oas�icand saloctli-Star NarnitratIOSM.811nar:0-Noni-iffurcsiodot Glazed l2r3lie= No Yes Nb NIA - � _ - � ____ I I �' I I L, - - I I I - O�mpv�ftEdotFil,ugk,-�*eiTucD�,�th&W-et, I I � I - __ I - r � i . L- _ - _ Airlil0g!At - r �__ F - - I - I " I I � I - I - I , I I - . I L I � e., I - : atisnfted�%) onsedisdam'unwri X0, OX a OXC : : L Lr o � ,, " I r . V I - I : 11 I L , ''I I confleltranions) sildis Usituar Curn, gets it& L-aft AU 28 zb. ThelitivisTru Frossr-Orleak and Smooth --Ur Nc�.kmatS&#W,S&qu�tl,bon-�nTa--gquat Glazed 1131f= No Yft No Poll 1wat Xandurn Misse"m Quitaid thallEals.46jigim YAQW air Y" &"bmt.d Lr.coulartsil &LWM 2m Ossudoetlat Edge Rudinglase Double Door %ft P.- 20W TAMe Social; Products LLC Norin Udem Robvillflernirte, John'N I(ri�.AchiP�. 10-1.17DW osrG�Qv;t) "JAZI(M IWISM20 A__4 . 30210 1.0 atitelites, prorovingirlDdleel OM calainey. Rec0o; � I071574-6044 1171 W66 i95,Vi-.�72-6224 20, zor Thentra,Tru Poser-Ctinssic and Sdrreodn�Sfrrr ilionfigurat") Noinnim MUS0.0 6autronor 4rnpardlee Glued 11 zilalf= No Yon near �Q,A anfir.bood-. U'dddwoem� - k_ -rusinasonko - clorrip" Edge vi-riloss Sicid-3 Dow .'sh'Amo icardiftilli Wadhout Eviolisiton Rqpod tsma Sidolise(el (InsvArsK-ludothIlt XO, Old., OXO F1.4d. Froptielsif Netted - U-..d Fliands =W=a0acluortuon-linpatsp-di'licit P,Qre---d -b-on,off 30 zd, Tferrro,f-Tto friber,aassic and Sirrooth-SM, Glued 1213,11= No Y" No NIA Composts, Edge I'larrilhass Double Door Y." YL*12�n�tiriardl!V& Ulm"o Swerve orso-Argy')Wurong; riew. Arix-tva e 0 N &Alrfingwluo i.edil Dom 51 Ze, Titandia-TAI FfloolIC-lasw and sm-wmztor WAffitfAMMUM) Nondosof 7&M:D &qUoudlism-linfaidesquol; Sholia 17l,31=2 Isci yes DID rids, 8-9 tlatilid Arida4, Nsildba . Nod-1 0-o'lls.. r'= = L [a H" 2WAqL&M_ agastiddiii bmiaum Sermis Cornpoorka Edge Glazed Hisil,t-vass- Sinslar I TAWO ltWU4e,,1,sdrrWd$(HvoZl Rda1dndv,-14 ft .. to ._ HIJW 0601WIrs Yes I*, UJA WA DoorAftorvAhoul lg#M,2SWeIRK.) Al"Wood"'. (briseArdtfOutgnoft; K OX X0 or(3)(0cordigotaromi 2 TokWKORDUUnft��y,"M�%INO,'i44VHZ� norii.nooivenern. for u.r m riac noo-flvw- 06129poz� 01) yo, U_�A NVA FjnW'srjM$r Florida Department of Business and Professional Regulation Building Codes and Standards 3115=22 Product Approval Appticabon Detail :,FL#5259-R31 . 9= row-s(irr 2M 22& pme 2M _W2i AMLM mantifiactumr Cents, Inginter is Validated §y, WMIM antiling ApaRLO Apidluved Revision 2020 GLASSUSA masurry,mpert, License John 'sy, lGf2a"2020 10i'2212020 PBC 12ii5r,020 cartaqcfry� A.03ring S954�'ir3l33C6mallp�L,rt@ryolyglass-ct�rre RobertNierntrIen Knezevich, PE 6ARM211i SubCateglow PE-59168 (954) 772-6224 liffilr2m Underillaynnents Compliance Method: E-vefluationtRaptnirt"m a Florida Regiw.ered Arch ted or a L censed Florida Profess anal FL#&26QdH31 Engineer Products . Qually, AAMM* Al2M,gnd for U11 AqQMyjdfqLUft IM= Do §29trz I'Faiduot N!qft Kninlibeir ar YMns, confract 12iliklij2p taLkler �D_12n cruillider Lem:9" pream Datel I Fallislass Arclundeftyrill Reeling undenhindients 40121,12=1 No Yes WA +WAI-OnI 1 Folytiass, Roe Wovaillsyrodrot (HVHZI I'dirgialts color undle"IWIM lift for use In Fac IOU== Yin NO WA WA Hi jursdiallow, 2 FollyglaM RW UneglertayweentS (acifl-HWIZ) PoWass Mat anderlayrn sift' nir Use In 12123r,= NO yell WA -NIAI-1=5 FRO rdun4�VHZ Madikdoria, I toolyglassRadill'Undeda"ents �HVIAZ) loolsiqlais FW undenrylin "for Use In F5C 1212arAM Yes NO MIA WA itVilliZ juriodlellons. 2 Paiiijass, Roof Underlayneents (nion-Hill-0 PolMass raof isroderialifin erros, far use in t2t2r= No Yes WA -WA/-M.6 FRO rron-HVRZ jurisdictions. 11 ladwilaw Roof Undertayinerroi (HVHZr I'doiddalatts deaf arlderitlyin ents for arese in FW 1212V= yes NO WA WA K'HZ jolliferti'lli'sn'sr 2 Pallsbasse Rear Undedayrol (ndAdA�VHZP Polonitairs roar canderlayin forits, f" ulas In, lmv= No 'ves WA 4WAt-6M,6 - FHG narl janadlilbors, i Polyjass Rod Urrosda"ents ,,HVtCj PoWadid; red inderlayrin arts; for use in rsc iwardm Yes No NtA NJA HVHZ jurisdictirsaa. 2 PrAfraless Rool'Underlaysirldras �,rsddn4jVHZ patrolled rider learsdedayments, for use In 1211=20Z 140 Yes W"A 4WAI-ens FBC non-HVKZjurisdfcbom. Florida Deperignerd of Business & Professional Regulation Pow I Torz Building Codes and Standards latfrol Product Approval Application Deta 11 �,,r r: ,: 'e I e: jL�e� '�:��:: � :::: � : , :1� . r I,: Tel -:� '� r r�l' :�,,e!�!': I :' ::: I I r L �, ;� :k �__ ': ':::e �'::� ie!:::�:��ele.� r � fi: ':R: ' ' _r ,: L� __"' _ i ., L.�� :: .: ::'::::::," � :: :::! � : - 1, I I, e F:. :� . ,r ,jr� �e I 1. � � - C-do j�:2:�::l' ,ie �: e rp; �Y ;L:e � r eim� 1 ; r ei r4;r : e rr : : :: r �, n' . r : - r 'r :: [ .. L�_r �. � . I -1 1. � I - r ,: I . - : 'r'r - .; r .. :. ...' ��er e . � I I � � � I 11 ,]:::j:e:::��_:� �e :�e��:::�L�' � _ r � ��; r l: I eee '::_: :' :: ; Leu : N ., I r r 4- :e , �� , I :::�:�e�7e � �:F�2 I '� F � r.L.e:: � I �! :�L' : : Tr�ere' rr . L '. � � - - I ;. 1. �� , .. �:�,rr ;lr; - : � ;L��;'; � � ' " - � I - I � � I - I r LT�. _r r 11 �; .:t: I - I I - . I Er"fitir e '.',,:_ ' �: �e ' :t 1 � - I . � � I � '. I - I - � Der. Dan. . . I -.1 ti� � 11 e � I , � � I � - f . � � I . Data lovendulfre � � 4:� .� �: , ,. 111 . I W. 1;1 11 . I I , ; � ; I I .1 I Ito", ftdto= ctinalaw mmk�A �Wtdgjed ax Madmind atailligill = ARRould Anowil Sisal, fil"sort 2*21) War, Inc, Eft 101414ra *q EvAlit Am Barone, LLC r_c lovilskjoul Wood, olkni"w7v nor 0=1 7'e'VWN21 APVW613 carried; ordairel Cossionatelis valf stre-dirses I.Lc suldcliatargorr, wils, Rat. -weena-l-rin rwa) 5110-aw C"llariol Nedur& Evalusix. Repud ftm a Pras's: P.1-H. mvity I CLA2181-M cluoutv Aslarallok Antrovild flat Urw Amo"o For va ImDw Desoll LW &Z11111.11112111L *-bK 21 HIM dipmadon in HM gillasif 129ow Emma I miaAlot 14 il. high strength kntaif -wor ple. IMIM22 Y. Yell. NIA NIA ,I 1111"I'I'd 18 in tupor to lessors Islas cannisclow plate I M I 2402 2 Yes Yes Nhl KIA 1� mil N fifiaft im"corveraffnad, 11WIM022 Yes 'nesm Nts, 141A 4 MT I seS I 6 g.. high .t.Kqm trass, -ad or poor. 1=1=2 Yea ylm� NfA WA 6 MT20W 20 rs. ItioP ~ rum oilersdar pride lMi=2 Yes Tit MIA WA a TL18- Word lag.. litais canneolor Wiles 12,dur"22 Y_ Y_ IWA PLIA 7 TUG, NIT2o ZQ ga, ill." o"isdar pulm lzr.11=22 Y" 'far WA WA Florida Department of Business & Professional Regoation Ndii & I Building Codes and Standards lifs,xm Product Approval Application Darlall 1, I I I � � - : - - � .1 � - . - � "I , jl� � - - , I 11 I - � - - - . - - I __ I - - . 22a I., - 11 I - - I __ - I , - - - . - I -, - I - ESELK 20 - A& 29&ZW" m um NAmenum c-alluld loacingaiiJIMM xamw_a L&SLIC9 LELag2wi _522151M BALeit R� dr2l) L-1- ve,i,wrda J.1usir J— L Rdloile- P E st-1 N wish, PE 1 V2 SAXV I 1 ev Y-W420 11?2�020 Otis FeP, A.p,, Calligarr. R-Crol; ov!)l)(13-61s�e PE-111-422 (7i7l!s1T'_W4 sluncalwaree fdoomill Acossailia, walt - - aisflaiebffoo�o ��vn, Eni.alle8l Pefteflislil R0011fill,9itolsol Cornirlddecto AlWasuill! EVGWMM RNXK ". V Florida floor4mdArd'dici or a Lsen son FVon. Probisniand Endliner; fUlZW_4ZUPt-flIaE1!t QUMAHN-ma fsaf�%Uln #AwmelleLft total 21*32 am MROW MgM hUMBE 21 MM B2= Rotation QRWALklindtaidlettUt a_Ktm fligtiggloses situalial. disclosed I llste,k�Aif fdA4 - rri-surt ik,ok.As DA-de I- Profit, Pdsor.pyl ... A- R.,A eoiii, 12110IM5 No Y_ W '975�-_5 Mechanirse, Afflached W PrNNvil Dick Florida Department of Bdds�nial&5 8, Professional RegulaWn pl�,,�ja i Of I Building Codes and Standards 1*511201121 Product Approval Appillcafflon DeW irocit ,'; 1, 1, �- , I- - , � I r"" - - , _ : : : . ' �' i: � , 1; I � �rr I i:! :: I __ I I - r I - - - : j " : el, I :: - ''I L I � r � � - - - n I - - . - � :� I i . - r - � . - � 11 - -L - - - - , �� I 11 - �� - � � I I I I 226 Entroresir 25m- 211le- NiNd Neill 2ft YM y2a'ad Manufactil, Coctact - ___ EMLFk- & LICS.- Validated _ __ ,graoa� �Le I I it -AL A 2!Lbin aned FeC Ap ApBM=d "Mus _ A - R�sdlos 207j, Alf Arnedcan Fliullsers fle C' ,rolos UkaSatsvix Prank L Ben nsirdit, PC Troy Behold. P E_ 1 r)r2r; ,r,,,I,-4 jWjW2M I 1 M 5 11 __2 D 12f`f�rn20 Aonfec�riod Canoll aditters, (56% � 712-9882 PE-f"65414 (954) v4?,l(MW sijbcatagiory, Storm pardsis inskelsoallarne,toatiod'unle Compliance Metlftdd� Eoraluartion RcWt Imon a MWrA Florida R"Wafted Axhibect at a LcOMWO FW162 prdfia�slcxvilj F,nflineer C�llvraftgs�Ejrgdvels� Quality A.9sburfing Aginuresal for AggodIstrajoru Product Defend I " PmduGi Wald Nueltm arotrate foriatuot Deecolpiran claritrad Expirarthani Eight or HYHZ oudilikle, HVRZ Resistant F'rasts,,la 1 dtga cavanizon Swel sadrrri panels 2" Galverrizvo Stani Star. Panels 1213112= - � Yin Yes; NIA Flando Department of Business & Profiroisional Regulation Building Codes and Standard,, Product Appravall Application Detail Flio"W" - - I � I - I I : 11 � � � � � L , � I I �11 L � � � . . . - � � � I I ..' � � � - .� Lr I � � ____ � --- . , __ __ I - - , - - 11 . 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Quarry AiRluraws, &RUnsatis YI. karewed for RU 11glia kdQ_ AEL-- a .jeLalublit &Omi�� Cd"FAM EKOkA6M a" A_W&L outside avlei R.Aould; t:i� I ' = flux Top Ot-� RvN, Von I with Infas 5a, ri o 26 do voted foofyistoor-411 fildn'd �%erow 'I'M 'Yo NrA �eLl 2 TAidloc, (leaves, 11, 0 CK v", M 26 gir QW311,1125 " yva NOA .� �%, d TAW�O ieff-Rdtip Rod Voinh-All E�$W 26" ig.torNf,o&��0,4,.Rhiml",.*db�fft 011"f2o'6 Yes yos NA , ,,, 4 TAPOU-0 roorl lop Oodes, Vern �ffll INN, for filde 215 - seffic roof "eadiva Mir bano f,FW.@fZQ26 Yes Ye, MIA ,� .1 _____ _ Florida 0oparldneint of Business & Professional Regulation Sulding CcAles and Standards product Approval Application Detail Qft emw.K 2M am Wa elluam us 'N= VuEsim . virludgulurst cQ013109 aviling" A Itieddra YAwssfol lor �W490 Suldrylods.1 F. P., Aggis Agadd- �L'ri, - I . th','111151T 2:112d 11-1 --fing Arms— soon � ,,PM -J,, Ng- E,e W. tiot, C-ary W Mw 1 ijolrAN 1`1002M20 I 11W21- - I I -Ed C-av,.T. 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RON We f."etlerpile's, "iino�`I Y yes MIA 1; " 3 I 1W8('dVArl T,Am fise4'0"I�Wci Penile, 't2mt2W'4 Y� Yet, WA �lq 4 ITW ficemiolo. W.- minal cd`dbrk� FbAt � 26 IQ024 Y. Y.k iiJA I �:� Flo-daDepia-drent --d" Business I& Profe%slid�all Regulatior ��' oil �i.;Idr;,, Code-, arx! Sw)"'Pris t520W piodustt AfsprcodO Appli c alion Orin 11 kz"Uc INU Lodi lI LI�%2-4�IM!luio laelo '�_Pjm�' � I idoarl .n Wa2l YaLdItd Q1 � �JiUtutut WILW INK I'ad 12 �& =EA mdl� � ' - no -An ,il,L1_ Rl-'D - �FK '�"-r 1- 31 �� 6C. " C. - e- -- I � " it J72Z. Zee, .1�6�',,' 1-112110 N,�' �',,-1 (9 4 I' 4 "'Z� r 1 L�,', " 52�rdn� � � ".� ,,1 6 'T�Lorr , , ,,, - �1Uj111XAz___1= 4JU211ML&I�%. 62_1111� %aaAs'L _[,_,,i,, Eiulde`;L� �Ivrffn;ZLKMU(dts�_X� h1h%_XZ 99_iAT__Y Fj?AQiM_14 prfss-Ult Aj.11II11,111,1 rklke; 11"V14WI�X"; 111�_' q? I- � � , �N' I VA ___'_.___ ____ _....--... . 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Plans Review completed and approved itio , for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 Ui < Q. :7 2! August 10, 2022 1 SHEET NO. PA 1.2 > 0 EM= Simpson Strong -Tie 2020 FBC Approved Products upoated 12r"20220 E== Simpson Strong -Tie 2020 FBC Approved Products upd5i lzrjo'2020 Simpson I -Strong -Tie 2020 FBC Approved Products upoluen 1 0- 0 For cill linlis to 0 88T aWrovall listed below, 91 i Simpson Strong -Tie 2020 FBC Approved Products 0 , --I-r-K rag Meet Inks to TiA SST approvals lorted beliffili, C.Ltigo ;o; eitrn,�t F-lks el vilf Mi T -,Prrwdr� lli�� rrllilll, Q, I h 1 C=4 For additional Information regarding rlmWs Statewide Producl Approval "em, end M RE. �tdliiiba, For cNrftt inks to M GST appirwalS Isted "low aj�-J �Hjli�E "n1liflig 1 1. ror inindrikinat infaramnori regarding noriders Stativial, if Prortiret Approv*1 Sys,een Haid Marri.Dfier coena NoTloe of AcuPpence �NGA, Prodidet Approved Sy-,tren and Marnl�fide CountV Make MJOA! ��QK_tF_IRE. 1, 1, F�:ailil i -i�i1d,liwWe l.i rivaf 5 tr, p t, i !I: VA I ri H: kil n"'! et ft a I t A '10 roul I ly t ihil h (3) Q) FLib,0446-RO H! 7;!-. -;e, -are e U) SwAl Product lifloljal� NumgRil Name Product Descriourn §Mfi Product Mogel, Humber 2E ULTe Product QMniptign IMf Product Model, Number or Name Product DescLW1on 0 1 Tilen Starrilesti; Steel Concrete Masonry Screw (TTN-SS) 1/4" diameter Titen stainless steel masonry 5crew I A21. A23. A33. A34. A35, A44 Angles I IST, STB, STH BrK* Ties ,re �eF Pan _1 Pit C' 0 - 2 APA21; APA4, APA6, APVA21. APVA4. APVAS Outdom Accents Angles 2 CIVIST112, Cirill CIMSTC16 Coiled Strace; lU sei 0, 3ngel- s,,Wriblo I, vvdhs Iron, t� 3- 0 _0 3 API344. APS,"R. APVB66, APB86R, AI APBWR, APS1010, APBIQ10R, APVB44, Outdoor Accepts Post Bases 3 CS14, CS116, CS18, QF-20, C522 Coiled Shape 51.3, ind ��e,ohrts ran 9:,xg tminn "i. (4 to 16, AP-,fPA4R, APVB66; APVB66R_APi A9V989R, AT-V01010, Ar-181 01 OR 0 LL E609M 4 CSH P1 8, CSHP20 '5 '2`�L_23, LG_'�i 63--,3, 0 0 > 4 APDJT2-4, APDJT2R-4, APDJT2-6,APDJT2R-6, APVDJT24, APf4DJT2R-4, APVIX-1f2-6. Outdoor Accents Dock Joist Ties, s CTS21 8 Curl pfessicinir, ens ion 51tra Ill L t I I _U L � Jil' a, L'U 211., n: ace ni:HT,' , iwrg a i �g:� §m Piraduct Mil t1ligis bet or Name RMdul QMdUrart APVDJ12R-6 6 DSP, SSP, TSP birbird to Plate he is Lf_r�,267 Lu�',2,107 Facc-Tro-um rmingels 70 Outdoor Accepts Connector Screw 0 1 SD101 12DBB 5 APH 11-1-46, APHIH413R, APHIII 0, APHH61 OR Outdoor Accepts Heavy Harger 7 HI, H10A, H2SA, H3, H6. H_(Z, H16, H16S. F11&2, H15-2S Hurricane Ties LI-oE, W�-5 hitnWell Fin;e-rrl liargeTis �v�lleble M wusis miigiritj Ito-. !�W`16'11v 4 (3) 2 SD91 12, SD9217 S-10-10112, SDIO212 T-4 Heavy Girder Tredcwr, Sl� andi�i.,.,,,I.[:-ig f�" bo ��11 ell Ln Strong-DriveSID; Connector Skirew 6 APTI AII APT4. AFFT8, APVL4, ALFIVIL6. APVT4, APVTA Outdoo, A-wents L arid T Bearn-',-Colunrn Ties 6 HGT�2, HGT�S, HC �s 50911 2SS, SW212SS Suorg�DrrrtaSLT Connector SS Screw 7 APLH24, APLH2.4R. APLI APLH2tR, APLII APLH210R Outdoor Accents Light Hang" 9 HS24 Hurricane Tie f7 N�r__I_1_�.e�� S'__ I ucom�vrh rargel - SDCF221i.34, SDCF221334, SDCF271954 SDGF2723U 4 SDCIF22434� SDCF22512, SDCF22614. SDCF9270O, SDCF22a58. SDCF221014 Strong -Driver SDCP Tippliber-CIF Screw 8 BVLZ brick Veneer Ledger Connector 10 HSS2-SDS1 5� HSZ:Q-2-SDSr3, HS82-3-SII K$S4-SDS3 Heavy Stud Shoe i b P'T_ -,gn� narl�, har'll els z"al!"bile Peimjll 5 raAnI frorn r, ILI 9 C5T,-ZZ; CA3T4Z Concealed Beam Tes HST2.HST3 HST5 HST6 Straight Straps 1,118" 3rd it&ahle, Tern ell from -5 4 511 T to 'I u- 112", 5 SDl SDCP2ZS12, SDGP22614, SLIC-P22700, SMP2285& SMP229112� Strolig-Dirve SDCP 7imbfrr�I Scervir I i) 3Z, CJI 4Z, CJT 5,Z, C,rFO7 Conceated Joist Ties 12 HTS16. HTS20, HTSZ4, HTS2B, HTS30a HTS-30C Heavy 1"Wst Strap If f�� 'e ef ri li r: 1ilrflou�- f ih�,Idng SDCP221 100, SOCIP2211134, SDCIP271400 II DfT 14 Deck jo*,f He 13 HTS01 811<72. HT5Q2GKTZ HeavylWst Strap 21) "�%llr' ij;;'� t�UR i�'� '-sil-riG.215 i�p Jc e-awur t lion geils -%g� Wml� zn wid �hs ni, IS Jig 15cm 1 - 6 SDHR27400 SDHR27614, SDHR31400, SUHR31614 Storg-Driver SDHR Combid-plead Screw 12 US DryAiall Stop 14 LFTA L q I Floor Tie Anchor 52� to 3-giif� ard fraw. 3-11! 16" to 13�- 7 SDS26112. 80825134, SOS26200, SOS25212� WS26300. SOTS25312, SDS25412. Strong-Drrve WS Heavy -Duty Connector Screw 13 FC4 FC6 Franning Clips is LSTA9, L6TA12 IT A115. LSTAI 8, LSTA211. LSTA24, LSTA3n, LSTA36 Straight Straps r z:�, f a ng a n I S � lfff� S av a i a J e for a V do � 1i SDS25500:,SD625600, SOS25" 14 FWAN7 Foundation Wall Angles -.6 ll II Straight Straps d �X no i:, e s; :; n I y 3c �Ae far a e is c,, If in e a & SD82511 12SS, SIDS262(XISS, SDS25212SS, SOS2530I SII 2SS Strong-Orrve SOS kleavy-Duty Connector SS Screw 15 GAI aAQ2 Gu�sett Angles -IT I-Te20.1-7640 Bridging 1-9.111V�tti 9 SDWI SDIA111`2720, SDWF2724, SDWIF2726, SDWF2730 Strong -Driver SMW Floor-tio-Floor Screw 16 F12A� H2 15T, HIS, H10A.2, HIOS, H14, HOA10 Humcome Ties 15 ILTS12, ILTSTI UTS1S, LTS21) Light Twist Strap heblitr; minging froill 21-111R, en, �hl` 17 HCJTZ Heavy Conoez0aill,loost Tie iff - tJCT Mad iu m Girder Tioul IS HH41 HH4 Header Hangers, 4 NIST27, W."T"', rASTo'r vil MS*7, 1, Sitratht Straps Ft 3MA077ge 1R K&SIZ Knee -Brace Stabilizer 21 MS7AP, MSTA12.fioSTAiS. MS"I'A18, MISTA141, MSTA24, MSTA30, 101-7436 IMSTA49 Stalight Sluilps A2" Product Model, NuM tx-,r or Name 20 Anglesil 22 MSTC28, MSTC40, MST052, MSTC56, MSTC78 Straigm Straps I ATR318. AT R1122, ATR51'8. ATR3/4 Product Qmdotion 21 LCII Post Cap 2� MS17C48133, MS706693 Pre-Berd Straps Soa 9 P_rodyct Mod-e-L N Is in ber ordra-ug Threaded Rods 22 USK LSM LS70, LS90 Skewable Angles 24 MSTM. MST136, MSTI48. MSTISO, MSTI722 Straight Straps BA teaee�: HI-ce,it Fup flange --angert, �vaflariv I tm.dths raingiii� frorn 1 -VAe TO 7 2 ATUD5, ATUD&2,-ATUDQ, ATII ATII ATUDII 4, ATUD14�2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Bit ingref Connector 25 MI S12, MTS18, MTS;i8. MTS20, MTS24C, IMTSW, MI IMediurrTyristStrap ardheq�rfstarf. - a, 7 -'.% 'to WX 3 BPSJI Bpi/2, BPIf2-3, BP51&L2, BP518-3, BPW4, BMM-3, BPRTUD3-4 sea Ing Plates 24 LSSJ26LZ, LSSJ20RZ, LSTSJ28LZ L5SJ2BRZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjusuldle, Jack Halinger i ing ell, 26 NCA2010-1Z W�A2Al2-1Z NCA2X8-16, 4rAW2-15 CGLF #eres haneers Ivp TonIelhangers Ti'valihihok, in viwths rarrohig from 3-518-to T 4 CNW3f8. CII CW&B. CNW4, CNITNW-ifi:2, Ct4W514-5J8 Coupiel Nuts 25 LSSRI.,131, ILSSR2, 11, 1 3T ILSSFI LSSR210.2 LSSR41 0 Field Adjustable 11lopeablIL/Skeml Hariger 27, RCVM12, RCWB14 Wag Bracing 1,1118' inlid nalghL, lzripilinig fillim- g-V4 to 24" o. CTUD55, CTUD65, CTUDW, CTUI CTUD7e, CTU077, C`TUDS7, CTUD88, r:;T1UO97, Coupling Take -Up Device 20 LTP4, LVI Tie Plants Z RPS fS. RP= RPS2P, Repair Plate Strap 3 Lv_',F ��,,Aer5 nisngffr� Top flanUe hatilers ifil aid We in verdths rari trorn I -Itz'llici'37 CTUD48, CTUM 27 MI MIL267, fAL2&7. ML21OZ Angles 29 RSP4 Stid to Piate Connector 516" andhoiclits Tangi�,gficre 7-1�'Vtc 24' 6 11 NI 145. N6 Heavy Hex Nuts 211 LWHP, Root Tia-Down 33 Sol, SP2, SP4j SPB� SPS Stud Plate Tie 4 ll F sere* -ano r5. - -is, 7 RTUD3, RTU03B, RTUD4, RTUD4E, RTUD5, RTUDI RTUDY, RTUDO Rallicheting Take -Up Device 29 MMHG Him 31 op'. led Roof Connector SPH4� SPH6. SPH8 Heavy Slud Plate Tie 5,,S' -nd 8 TUDI TLVIO Tak"TT Device MIgLII MMLU2c2, MMLU28, MNLU26-2, MMLU210, MMILU1271111, MMLUI39, MMLLIQ11 Face-Miduat Hangers 32 SS1, 5, SS25, S!33i ---A-5 Stud Shoe Top. flange hangers zvp1labl* moths ra-riging froin-, to 4- 9 TUW38 Take-UpWasher 31 RSCRBCP Roof boundary Ups 33 ST9, ST12, ST18- ST M-, ST292, ST2122, ST2I 15 ST2215, ST82115� ST=4, ST8236 Straight Straps 7�13" and hequis rang Ing from 1 * to 31-1 i2" 10 URS3 908" Uplift Rod Run Tedown System 32 RST-3 RootTie-Down _34 TWO, TW7, T@3Q TS36, TF142, TI348 Tebdl� TB5451 T3W Tension Bridgri 11 r up irl"Jilialille'n i-Af. 14 conoing from 3-5.PoW, In, 7- 11 URSA lirli'' Uplift Rod RunT��,qyetem 33 RTC222, RTC42_. RTC27, Rl Rigiid Tie Connectovs 35 TVVl TWSn2,rvvSe4 Wag Brading Ibl' oreloeighis raing,ing!fnim � 1-114' tc, 32" 12 UR,&15 W" Uplift Rod Run Tiedown S�sfern U STC STCT, OTC, HTC4 Truss Cfpe 3p VG4 r, VG.7R, VGTL Variable 1I amfer Titiolown Satik_l e �-ang �rs �Aa blie o i,,hWis --anaprig firarn 2 - 5-71W' Is ILI Will" Uplift Rod Ran Tiodown, System 35 TJG?,-,, TX57 7irkss Jack Clips 37 10.16100, W81060, W851226,W81 26C, W9143C AW Bracing ano rieglabs rarriging frorn &I Y2` ba 29 38 Z2, Z4,244 Panel Stiffener C195 _11., S&fP_5;haFge-!, Tupf-brige narl a-wlaolv- nf.dth5 rari fron, 3-11VIe 7 i.isl and hei.nt. terging from 1, t-- 32- FAR10441-M i-IJ, iela 165 r o r g e il I opf�oqta hangers av adah* %ewhtt uinagng �funi 1 _QP5'W T FLM0447-RS AW Firadvat NOW, Num or Name Product QMMESIgn §W FERIJUCt Ifill Milliliter or Naring Prod liffag QMWII 1 DTT2 Hold-down �§� Product Model, Nuffirtbor or Naides Product Description I CBH2,37AS.5, 001-12 37i7ill CBH2.37 2 HDC1014, HDC1= Hold-down I AHEP Adjuslable Hip�End Connector iixig 75 Conc&%kid hangers, heprim Farigip,g Purr 10 1 J7, lr, 2H, 2 DU, DHU, DH UTF serwtl frargers, Face -mount (DU, UHU) and tolp-ilainge (DHUTF! haegem i H G L I tO -n�_ veoger-, Top flniie hifigem avallable in rLargrig hLin . 13 111"his 3 HDQ8, HHDQII, HHDO14 Hold-down 2 DSCQ2R-SD_c*, DSr,2L-SDS_3 DSr_iR-S0S3, DSCSI.SaW Drag Strut Con ni rs available in widoTsrafrigirgUorn ar�d%e��ghts janr-,i 4 HDU2, HDU4. HDU5, HDU8. HOU11 HDII Hold-down 3 GB__ Gable Brace Convector ranging from r,;e rs -�arnj- mingel-5,3, Dlipl�e �n vid, enging frorn7-W47tI 7- 'FA Trip, 5 HPA28, HPA35 purlin anchor 4 HCRI.61, HCP2, HCP4 Hip -Omer Plate 17 MSOS, HGII� Face-irriount hangas 1!2� and hei�hts �� Gr,q 4-ri '4 a LSTHD8 LSTHDaRJ Styap-style hold-cloveri -5 HHRCZZ 14HRC42, HHRC42-2,HF1RC4f1 61, HHRC44 HHRC6.2!W3.25 HHIRC5 3715 12, Heavy Hip to Ridge Cannectors SDS, HGU9.MSOS 11 1 '30 '11. n 2 !Z!� lronq�hiangersavmlable; MASA MASAP Foundation anchor strap HHRCW 4 HGUSrjes hangers Facia -mount oarrW- s available in wTdfts ranging torn tor 9lil 5" arild �,iqhm eT,;Tj,,g 4r�,,! Is, tc 2,,T11 8 MPAI12., MPAII" Strelp�style puffin arichot 6 HRC1,81, HRC22 Hip Ridge Connectaii Si airidiheightt rarignp from 64416" to IZ7;5`� 1-1 USTI` ria rr�p flpn)� in 5� hm,I�e�r% avallierill ri vidths rargIrRI hx.,rn3-fnH' to 9 PA16, PA213� PA213, PA35, PA51, PA68 Strap,,," puffin anchor LRU26, LRIJ2g ILRU1210 LII Ridifer Hanger 5 HHGU5 25-SIDS, HHGIJ51hQLSDS HHC(r5rS2-SDS, HHGIJ7 0cl-sUS PHCU7 25-s[)S, Face-triourt hangfes 4f,J IlL 10 PAII8, PAI23. PAI(20. PAI35 Stirapi purlin anchor 6 LSU26, LSSU28. LSSU210 Light SiTmeablefSkewable U Hapgcr HHGIJ9.00-8DS 15 HUTT HU, T- aerltos hang�,_ir� wnging from tu,5- 11 STHDIO, STHD1ORJ Strap -style hold-down 9 TBE4, TSEG Truss Bearing Enhancer 6 HHUB26-2, HHUS28-2 HWS210-2- HHUS4u, HHUS48. HHUS410, HHLI Facoe-mount hangers 'I l2' 75'JiT so -00-e r a lea 12 STH01 4. STH01 4RJ Strapi-sityle hold -dawn 10 TC224. Tc--,6 TC28 TrussClip, H HUS7 26irl 0 U C T:�! a, , -CkNem tnral rn-�des h,P;ngePdfh eci To zir 11 THAX9� THAM, THA21 8, THA21?*2 THA222.2, THA413, TRA41 8, THAC418, Adjuslable T russ Hanger as haragirers 9!"TJ fi HSUR, HSUL, HSURC, HSULC sork Skswed face-mourni haniners available in welthis mrngtrig; tT;,,- THAG42-:2 THA426. T HA422-2. THA420-2 118"to &Waed heights ranging from 4-V47to 15--V4'- �171 lhan4rr hamjeni ava0aol* P, --ris Tom )lrrg 12 THAIMB-11F22, THAIZO&M, THA112.1122, rHI THA1322, THA13622, THAI422� Adfusinble Truss Hanger Sized for Wost, Concealed flange ytreiah (HbURC, HSULC) avoidable kiii 01 11'1 arld hello ht, Tall o[II'Ll fro-r 5� oi, 2s, 11, THAL422. THAR422 RI Truss Hariginf, dorublei 2Xand 4X , rnolals-�rImly firciter flange * cottosair.hil 117 f 1`4vVI hargeii-,', Ties Rlr.infri Nwigavi ii,villatilp riniflihn freer 1 e, 7 14 TWA-25, LTHJA26, LTHMA MuSee Truss Hangeps 8 LITU26. HTU28, HTL1210. HTU26-2, HTU28-2, HTLI210-2 Face-niount hargers -,,nA1zep-1. its heli�,)Iiief Lzr n2 15 THJFF12��-_DW, THJM2-S-SThST3, T-IJU28, THJU2&W Mwltip!u Truss Hangers 0 HU, HUC series hangers Faclsmaunt hangers oyanTable in widths tangingfrom 1.9," �' h5"L r; ITS T;m- harg�us 7� I P ftar;ge har jeris L1, akl�.ib i e in m ng IrTfi fto, 1 -9i"Y'to IL 18 T51I Truss Spaver-Restiaint 112" and heights rangirm from 2-7Wk; 19-114. Cenceala,-; 5,13 7 arid heolhilis mnq:"!o frD.- V� 18" 17 VPA2. VPA25_ VPA3. VPA35, VPA4 VarlablIn Pitch Con rectors vemion (HUC) avaist're for all models h;wing width equal t�, VarevTwm,Clip greater than 2-W! P' 18 VTCR 1 Or HUCO11�81YS-SDS. PUCO1.81111-SIDS, HU0QQ1l12-SDS, HUCQ210_1_SDS, HUC0310- FaciernTiunt hangers Xi r hm 7�pp f6ongerjungpFe j, aiLme m "votn cf I�Srlfirl iiiv�nl h6ghis SDS. HUC0410-SOS, HUCCA12-SCS, HUCQ_1 2"-SDS, HUCC610- _: � HUCQ612-51.116 MAR 2 5 2023 Virtual Review Assist Inc. Plans Review for compl- completed and approved lance With the 2020 18C 7th Edition by Debra Anne Klahr PX2300 Simpson Strong -Tie 2020 FBC Approved Products Updated 12W=0 Simpson Strong -Tie 2020 FBC Approved Products Updated IZW_-rD2C Simpson Strong -Tie 2020 FBC Approved Products Up"ad Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all TI approvals Filed bohm, CLJ�K H_ER For direc: Inks to all SW approvols Wd beIlI C LIQ g RER For droot lr*,s to at SaT approMs Wd below, CUCV H �or II tc .1 SST :,ppro�iid, II L-�,Iove. C Ll�>� - �E� C= For additional rularrination regarding Floridais Statewide Prodlict Aplrroial�Syederrn and Marni-Dade County Notice of Acceporce r il For itilditional information regarding Flaridl Statewide Prockid Approval System and Mard-Dade, County Notice of fti;Irptance MCA). ZLLj�,�; For addional kThNgtar2W lelfarding Floril t3tifle-oosia Product ApproMlGriell and Manni-Dade County Nctice of Acceptance (NOA;, mf� I�U,,n fegie.�iqp "ID!&, StiiIlewid- R Mic'i r�_ A �'yslem and Il v. 21 LE3 series hangers Top range hargarre arvallable in width of I -iI and heights FL9114W-R5 15 SILBV1.56, SILTVI 81, 5111.8"12,06, SILII SA_BVZW, Siri-13113,12, Top Flange Joist Hangers $F.T xP Ah0har FuT vonciriet ranging from 6-&S' to 15-1,8" Sri 56, STL9%nZ2_ SILBV4.06; SK-EV4 FJLBV4.�18, S&SW 76. S/LBVS.60 f:! hicing-1golt 2 li�.71712 STG24SS, iT Rz45sis� Shoe; f47,00, k�T 70HTieehll� T04ififfri in u6H:1,cln 2.2 LdrAZ seres haingirs I op, fangs Thurridersavadeffil in width orfl-IRI and heights IIP SiLTTZC, SiLf F 1247 SuJII[T14, 114, HTTI5 Holdowns. $41frel ked 7yom, 1,04 111111113115 erall ranging from 9-3)16"o I IHHUS210�3, PHUS210-4 Joist Hanger 20 WSTM, SfMST772 Straps I I a mil (10 g a) 7 Titil,il ��E) 71-17;-P T� 110-iI 'rHD-H41r,,`4 THO-He.S,5,-'�, THO-1s, T-M.17-�,S9, 'reen, I��, wc�_r Ljhl, i�,I-eyv - ' cno, for concifite and rru�--m 23 LET33, LEGS, LEG) sones hangers Topflange hangersavailal in widths ranging from 3-114�'tio 6� 2 HRS6_ HRSSI HRS12 Step Ta% 21 S*42 SPO Stu d Plate T es, availiabe vRrr hc x hoad in .,z4rbo n vicio and' 7Afe & 3�1 a-:: Al 5 718" and heightsiarging from P" to 33-117' 3 HUC�Q210-2-SDS, HUCQ210-3-SDS, RUC0310-SOS Jaiist Hanglef 222, S3P DSP, 7SP SW d Rate T ius �ill le� -e-w of with u, rte�,,s, n, k head in �,a mon --teel ar I -14 NE05, MEG7 selmliangers Top flange hangers favellhable in wictirds Fangirm, 'Tom 5-1/r to (p 4 THOB2 THQW, THGBH2, Thil THGBI Joist Hanger ac. DTC TrussClip �pc 216 Fhnr�_-as "teel W13" arid heights rangiing from 9" to 32-1,'7' 5 7�GOZSDSS, TH3Q5_St:fS4.5, T1 H5QH2-SDS3, THCQH:3-SDS4 5, THGQH4-SDS6 Jone Hanger 74 T9022 Truss Rrace, Diagonal 71nrir� Of,-, Ri,�i f7k�l"Mil-,PC,, TH17,,WA1417!-� Then HO -, h Friaded Rod 1plef h- �D,�cerhh, 25 NIT sense hangers TQp, flange hangers available inifficIthis rang" -from 1 -9/115" to 6- 6 THGNAKT-3, T HGM-4, TIOW4-3. THWN4-4 Jolvd: Hanger 21, TJC$7 1 le., n I I o --iii ii-fuled �loul $un�iol If IhCld��j V�FrRH, 10 115,3 7'1 inf&W -H �)3721 21-41 , L,,h �ef _daflget -,,r q i Tluss Jack Connector I half, r J Q i h 4 The lf8411 arid heights ranging from 111-14Vto 24', 71 1, If Ir I �Illf, I 2RHI 26 PF, FPS, PIRDS, PFUSS set" hangers Top flange hangerls available in,"Mrilth, of 10W and theighis. ]j Wedge4.1 fll,'A� li�h ihfienirl 12119ing 1Fom3-3fT8'to7-W` fJM 14_73-M FL013111(lull-R5 %J _J 27 FIR Ridge letter COnneChOf lqlmmw I ! -- M series hangers. Top flange hangers available in widths ranging frorn 1 7- aftig Em9g9=2LUmbeLaillaw EMgMg_Q=QlTion 41:W Product b1PdW_NgM_b2L2_rSA0Le eMduct Descripliga 110" and heights ranging 9-114'to 32`� 1 CETAL20 Double Em.cedded Truss Anchor CDQMS52-SDSHQG� CCQM4R2-WSHDG. C-COM5,50-SOSHOG. CCTQM3_62-SDSG. Masonry Piet Caps. 2 FGTR FGTRHL, FGTRHR Gjr&-r Rerrofit Airchor CCTQM4.62-SDSG C0TQMSS0�SDSG, GCOI-M3.62-SIDS133. CC_CQM4.62-SDSG, 3 H16, HIBS. Hi,5-2i H1&2S Hurricane Irin OCCOM5,50 SDSC- I '01if Kl� el -xP[-kq11: Slienhh1h 1,,mil., 4 �HETAI 2, HETAI 6, HETA20, HETA24. H El A40i Emb&-uasd Truse Arifff� r 2 FOCLON4 62G.Ki, E!:�CL(XA5,6U2K1, ECCLLQt,AEg; 62G-KT, Masonry Pler Cares �1� F � +ff 1 F: I -HP Ani h piqfei bar rnes",li ry SEI S:� I KF1 igrl,SJlFr1qih ` piiq Adheiiin-1hI masonry 15, 1-177AL-12, HETALI10, HETAL20 Embeddii-a Truss Anchor EC;CLL1'JML)4,6Z4-�-rC LCCLLQMD5,5S3�KT, 6CCLRQMQ3,62Gf-K.T, ECT.;LRQMD4,02Q- ProdiI KoftLffArridlargir Naine Prod uctDoscitrition -AM!-). HM9 froorniecti KT, ECCLRQMD5,5DC3-KT 4 IS,mr.g-8ct !sexg-Beft 2 Vvedge H13 Magorin ect 11 ABA44. ARA44R� ABA46, ABA46R ABA66, ABA68R Adjustable Post Bose 7 FHETA16. HHI HHETA24, H�ETA40 He�y Embedded Truss Anuirior 3 I-GUM5.25, HGUMS 50� HGUIVITC0. HGUfVJ :� HO UM9 00 Heavy Mawnry Hangers 2 ABU44, ABU44R. ABIJ48, ABU46R, ABU5-5, ABII ABU65, ABIUM ABIJ86R, ABU88, Adjustable Post Base 8 L�3TZ _GT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 UGII LGUM2F--- ILGUM25-4, LGILIM28-2. ILG UW&.3. LGUM28-4, LGUILA210-2, Masonry Bearn Hanger-, ABUSBR, ABLrO10. ABU1010R. A8U1212, AP-UI212R 9 LTA2 LateralTiuss Anctior WUM210-3� LGLIN221U-4, LGUP.", _GUM48 LGUM470 s',L�l he'aL ' '!`d 31(1 Moln"'I 5ter'! "t" 3 ABW44Z, AW144RZ, ABW46Z, ABW46RZ, ABWI ABWWRZ, ABW7.7 Adjusitable Post Base 10 UETA12, KEETAI 6, METAI 8, META20, META24, META40 Erntaidided Truss An chor 5 hSHAS4120M.25, MSHA3 IWI 25, M131I 25, TV1BHA3 56)9.25� MEHAS56m.25, Masonry T�op F langle Scare Hangers 4 AC4, ACdl ACE-4,ALOO, AC10P, iutgO Alli Post Cap I '1 1,11570,04, lASTA41G, MISTC-11040, PASTCM60 Sorep T;G'or Masonry N04A3,15611 1 88, USHA3 56j"14, lifil 5%il 6, MSHA3 SSM 6 MUHAS E(Y(. 76, 6 8�_X ECAS, 501111 BOU, SCeP. SC8 BCS204, BC52-VO tripst, Claid 12 Nn-SM115,MTSI litSM16, I-ITSM20 Tvest Strap For Masonry 11,61AA5,151Y9.2-1, FVSHA5�53Y 1,11.25, MO�H AS 50i'T 1 88, UBH A5510il 4, NISHAh, 50� 116, 6 C344, CW. 0648. C@l CBI MBHA5 50118 Embedded Column Base 7 C8SQ44-SDS2; C95046-SII C3SU66-SDS2, CBS086-SDSZ CBSQ8"E)S2 Embedded Column Wise IF, Wilii'W 5"25, 1.25, MBHU,'�55,11 ft MUHU3.661 4� 110SHILF3,56110, Mascrify 13"frin Hangers 8 CC, SOC. ECCU Series licked column cam with W1 ranging from 3-11T'to 9-11rZ and FII 11496-Il N131-ITU3,56M8, MMAMSEQtg�25, MBHU_55()1r_.I MSHUS-5011 98, > W2 ranging 11from 3-W to 7-112" 11-15HU5.50116. MIgHUS5,W16 �%11 FrgglIIct Hilociel. Number o.- Na-.q-- Product 0--sanigifoo 0 9 OCO-SCS2.5, ECCQ-SDS2 5 Series Suwsed column capswith W1 ranging from 3-1W to 9.112'and 22" milltz M911, hu M k2L2L.&W PlIguation 1 l414 R i C I 6-A �'nl 7� 16, X I r' 11-4 K, 111 IT X:,l� si 6-4K W2 ranging from 3-"" to 7-10" 1 Miz Deck Tension Tie rJoil Point 9 __X 10 OPT447, C.P74I --PT88Z Concealed Post Tia Base 2 H0124 II Soleed HoldOwens (IJ) 11 1 Ifol 2�- 411121-12 4S �ip: Embedded Fod 3 110343� H0551 1,1071d, HOW Boilanir 1=11t4downs ""kN4i,,SwWi At DOI io�ih:.Tnd Laige "Ouvolel III EP844A� EPSI EPM, EPW 12 EP84Z Embedded Post Base 4 1474� PqT5, HTTS-$�4 Tensiorni I ProquSa MoSIal, N_um!nr or Name PE2guct 2mription 1" -?K A!' �', 24 SiaoT�g-H-ivo. 'LIVI %YdiurH"-z! 'Vetal Sef-D71n, 13 LCE", LCSW Embedded Column Base 6 LII LTT2DB. L771131 Lig rit Terrsfour Ties I 5DW222300, SCTWWM� SOW22438, SWIM458 SDVV22500. SDIiaf22=61001 SCW--6u- Strong-Dirve SDW EWP-PLY and TRUSS -PLY Screw-. Tapp,rig #5 Drifli:,cin-, aind Nlov�im D;ametar Hex 14 LPC4Z, LPC6Z Light Post Cap 4 g, 1 appinq ��crz4s,�&,o _16 I S NP64a, I'll MPBW Moment Post Base -D SDA'i SfWAC15800 Strong-Ofivie SOU'VC TRUSS Screve U011 Para 16 PI PII PBI FEW, PB66R Embedded Post B.-,e ELM 3M-R5 3 5Y41-00300DE, W%kHI9400DB, SDWHIMODS. SDWHlQKMB, SOWHIDIOXE)s Sir on 9 - D r iv e STAW T WB E R - H EX -So ren 4 1 "'1 ff striong Dir" e X1.1 hifet,31 S,�41-Driting 17 RI PBSM7 FIRSI Embedded Post Saw 4 SYNH1274COG Sirong,DrIthe SDIVVIH TIMSER-HEX HOG Screw 41i Dell Poirit is PBW PBV10 Round Post Base PFPdjfTtQg4rWtJ9n 5 SDWS16212, SUiltiSMOO, SDWS103 I Z SUeYG1640) fgLrdq�j F RA�,Ti SCrCffiyr 19 P044-16, FCA6-1116t PC45-18r PC04.16, IRCM6.10- EPC44-16, EPC4I EPC48-15, Post Cap I S135`8x24. SB7/8x24, SBIx,30 SB Anchor Bals 6 SDWS198CO, SOWS197112, SIYVV�S225xi Sliding DriveSEANSTITABER Screw �Intennr Grade) 0 E*064-`16, SITICZ6,16 2 SSTBII SSTB20, SSTB24. SSTB28� SSTSU, SSTB36. SSTS161L, SSTB2DL,SSTB24L. SSTIB Archor Botts SDW=600, SRV=2900� SMS221001 SOT,445=21100, SIDAOS27120D, SDVVS22150C FL#?i',32Q-RQ M PO4Z. Fi Pi PCBRZ, PC6Z, POSIRZ, EPC4Z, EFC4RZ, EPC-::Z, EPC5RZ. EPCII Post cap 5STB28L 7 SDW=300[)B- SWIS22AMOBL SD%rWS�__'00LI3 SiDWS22602DE SDW=W0[oB, Shrong�Drive SOWS TIMBER Sclew lExterior G rade) EPC8R7 S-11VIVS221 0 DODS SQdi # FroOtlidilI Nurn bet ctr NaZ-2 Q=rd;AiQn 271 PFi PF64A=&Z Post ease 8 SDVVTS2231213138� SEAVS22512OBB Outdoor Accepts Structural Wood Screw CSSCP_Lie� CISSCE148, C,13SCP49 , _X5 r 15 Pass Framing Otir �twt 22 RPRZ Rettrollif Post Boese, FL*11 38n-R4 9 SOVVS27300SS� SUVITS274003S, SDWS275MSS. SDVVS276l3T)g5S SIDW,8278006 S, Strong0twe SOWS TiMBER �,; &Traw K. E'_� .1 - j5 '� C P 4 ��' �: 4 � C � Cl '� F C B4 9 5. '- C R�4 if 5 bypTil Fieril�nlr; Firrifith'-fip Cornscb� IDWST710ODS5, X%NS-7120OSS ? I'PHSDa45.16113, Prf54):340FC15 411C� 18 Qnd 4"2-14 SlrcefhDrive FPNbD F�arnjinigi tr;-CFSse;�� U) APANX Product Mo del, N u Fri bar or Name Prodal Dirac r I pitlen I0 SCIV0113400 Shong .1I SUWVSh3LE,`O, R114111 Sciew FPHS03421 2114, FPHSO'34H 1214-5-K Urolng5 TRppriv 0 g Scrpy,� I CMSTI' CMSI CMSTCI6, CS14, CS16, CSIB� CS20, CS2_2 Coiled Straps 1,1 ST1,122 Outdoor Accents Hey4lialidWasher li It 5; F (7.2 ��5 F CA S P CC 2 5 � S, F C 2 21 -5, S F C, 4 2 5 S F 0 4125 Steel Fraineriq Corinectcr 2 HR56 IFIRS5. HRS12, FHAS, FhIAR, FHAl2, FHA18, FHA24, FHA30, MST126, M-15T136, Straps 27 mil (12 1; a) LS��_ 4 &SC'L �15. P 55C4 �E, SSf;F. 2f� M_ f - rfSSCI Sit LU SE �A 2� �_7� rel Etrro connectnilp See # Product Model. NLiml&r or Name Product Description UST148, MI MI SfMl SrMST37. SIMST48 NSSC4 2-KAN f4ESCO 2EK'Al I ll FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS310, HTS30C Heavy Tvirst Straps FL#t5"�-R3 F R C K W3 R - KM 6. R C K`,,"w7 5 u S ` -CKW5 5F; Rmxl Knee We < 2 PRFP Flat Retricift Fouridenion Plate 4 LSTA30. ILSTA36, UST140, ll MSTA9, MSTA12, MS7AI5, MSrrAI8, MSTA_-J. MTA�-4 ftaps 4S mil (18 g a) 7 1-- P4-� I- �CR455, �v,7647 13, �_�115454 5, S-18,11 I n, 'WSCS4' M-SC6,17 5 Flypiw� Framing SliI (",airiecitur 3 CH404 Gilhatia-8. I GH4", GH410-6 GHl GHW6, GHW& GH6",GHOS- Girder Hangin 6 t5TA9, LSTA12- LSTA1 6, I.SrAlS, LSTA21, LSTTA24, $I=, ST2122, ST2116, ST 2215 Sliaps 33 pill (20 g io), .1t21 ftguot filloggi. Ilya! or Naritte 81 ";ITS, 5, SC 56�1 5f� I F Bypass Frarling Con riectio! 8, GH61 "r CH61" 0 LIUSH3,25, Still MSUaH3,25 Bridging (�rurrmrixxr 1 AS IS, AS I aSS AS! ASS 18 gA Tru*s Platea- 9 Sf7V1tLg 4 GL96A, 011.6613, GLSSC� GLOW, GLS7Ar, GLU73, G11.1137C1,3LISM %WOO Guam assuingFilatis 7 LTP5 Lettered T TO Plate 2 I's 20IIS 20 @a Hhilh Straingth Truss Plate 10 SK"Le 25, 6 01-ST612,01FILT642,GUIRTS-113, GBI-TeTS, OLSTS20, GSLT820 Gkilam Gearing Nab-, 6 11 LTS16, LTSIS. LTS20 LIightT,,r,1Seapa I Av_20 20 ga. Truav, Plate I o3R3 5 s 2 Gypean, 6 FGLBA. HGLBB, HGTLBC, HGLSD Heavy Glwlam Searing; Plate 9 NSTA30. MSTA36, ST0215, ST6224: ST9, ST11 ST18, ST22, PASTC28, MSTC40. IMSTCC2 Sir aps; 5,t mi I ( 1 a 4 ASHP Hinge Plate Connector jr, XL S-' 124 M_ 1 Al 4, 14 �41 Ofilhug, Tapping M #14 L I Shoukdereo'_ 7 HGT.2, FIGT-3, HOT-4 Heavy Girder 1 iedowrt 10 USTC66; MSTC78; STS236 Sir aps 8S mil H 4 ga) Sai LIJ a LFPIC-SM Universal I Foundation Plate 11 11 FATS11il MTS18. MTSW MTS30. MTS24C, NITS30C Medium _,eat Straps XCAS -131 83 X3 1 r- 16 4K X S KQ11R1214 17<, Xl_c8S114. XIQ7K-224-�_- W'�C: 16 #1X`,4 and Metal &el�-Dlriltirra P URFP Universe I Retrofit Foun clardon, Plate 12 STC1.81, SM.06, SrB2 �-7, Bil SVEQ,ft SM�JZ S163.56, SfS-_S;Z VB4�()6, Top Filings Jost Hangers 224 ST84.1Z W8428, Sill SiETI-d X`,3I_-j6, X1F_10'i7,AK XV--1121 IL, XIR-0`4-1 off (D 13 91 VBA2.12(10, STBA2121112. STSA212M4, I-SFBA4.18110, 'Top Flange Joist Hargerps a2dutA Moi agaIiLemblarrifir Pmduct DelSdPfign I I FT.HP Adhesive Anrhor fix mnctaff- ,YSA4,1WI2, SiDA4,118/14 '14 9WA Hurricane Tie 2 GAC, GDP� GDPO-50, G-LIP10-75, GOPTY11-1 00� G JPS, GW-50. GW�7b, GW-1 00, GTH Gia's-actuated fasteners; and assemblies 27 < 15 SH DSS, G" 0-181171,, Sill-11) I I -_lTH DI OS. S-41H D1 SS. St" DI Supt HaII n PDPA, PDPi PDPA-fiffil PDPAT. PDPAT�K PINW, PI WI PIN)ATIP''ifill' PDPAWL. lortwder-artuated insenum, threaded siturdti, and asse-mb i:�,, 16 SH DI WHDUl SfHDUg, S1HDU1 1 Holdomm; PIPAWL-MG, PSW3. PSVL3-K, PCLDPA, PECLOPA, PTRII PTRWA4 _J 17 SUCT, S1HJCT Joist Hangers 4 SET-3G Adheshie Anchow for concTiste z z Ved Edition SHEET NO. August 10, 2022 PA 1.3 MIAMK%W PIGTInthis Ine holor Itie",111c Cn -0 > L5 0 I PROI, CTICCII SECTWX j!GT lailitiukS& bir, 0 0 11905 SW 26 SVVOL Room Zog NOTICE OF ACCEPI_�LNCE: EI-IDENCE SA-B-MITTED __`%'0 TI C E OF k C_ E P T.A_N IC- E: E A ID E NC E :5� UB 1 ITT TE D L_ 13- DEPARTWUN-170F REGUATORYANDECONOW MOURCES, MM) 34unni. Fkdfb-.B17'_%:_-4?4 BOA" AMICOI "UMNSTRATIONDTIVILMN T(ItMW-2540 F�716)31152991 NOTICIE OF ACCTMAN CE: EVIDENCE SUB311117ED; Cn a5 N_'0A WAALW- 1. Li4dence submitted under pre-tious NOA D tjL`ALFFYASSM�_XCT_ -A''r - m _N,0T10E0FACCEPr_A_NCE A. DRAWINGS B. TESTS (continued) D'de .1)aametinol tud Ecoiao ic vesouro. R1RIII - -1. --De la i ory a Im R �es f W Q -0 ____j PIGTIndmtries, Inc. 1070 Teclutology Drirv�. 1 Minufacturer's die drawingsand s--ections- Te-sr report -on D Air Infiltration Test, per FBC.. 1AS202-94 0 0 0 0 North Vtnicc YL 34275 (Submised ttnder.;V0.4.V& 11-010 - 04) 1)Undorm StaticAlir Pressaire Tesz� per FBC. TAS 202-94 E NIA T E RLAL C R T 111 kT IONS Li- SCOI 12 Dra%-%,-ingNo,.MD-5570,,O.titied-=Is"mivIS!id��igG!a,;s,,DmNOAt NWIsheets! 3) Water Rcs sistance Test, per F'BC, TAS _701-04, 13-652,814 issu d I 11,7islcotl F,,�T`otslkoll 1_311111ted fbr a .0 4- ThisNO.A. is being issued under the applicablerviles and tegulations governing Use of coninnictioamaterials.= 7hp t1ir-atigh 2 '14 of 22 1 � prepared by manuf acmuer. dated 10,-055 ""15 with reg5vision A dated 4) Largelklissile Impact Test pef FBC. TAS-201-94 t Maid P �'C' I i il-I E a rt=u, I o n fo 1 11 in d om s 3nd D o i 1 s ed ;'D 0 Cf) E > 2 docuummon subaimed has been reviewed and acceptedbylklami-Dade Counh M -fliodwt Coutrof Se c6on to 0+05f 1 -1. signed and sealed by � M-1 � Lyma Miller- Pe" ss 5) Cyxfic Wind Pressure Load ing per FBC, TA S 203-94 �v -I-- e. Pn 'N�:C� (D a) 2 lisvisigg dictim (A!Vi,,� be used m Mimi Dadt C-ouaty and otba,, area s whae allomid t�y the Authority Jud 6) Foxed Enm, TessA. lw FBC'. LAS'2024044 � � 164,'11�920-08 i��suttj I to %"ision Extn svm aj �itied for thea 1 CI) 1121 _P__j This N0A sWnot be valid afterthe expumnon date statedbelow, . ThellkLami-Dade County ftc-duct Conird Sectien TEST$ along with marke&qp dravv m-gs and installation dmgram. of vinyl sliding glass dooT_ prep� 60 1.111 202 - and Wittri-t- Shiides (Non -:White ! RiZid PX Extin ic,)- Eximivion foi - - - C= cl) < k1a Manu Dade Cottary) andorthe.AHT (in ams other then Mianit Dade CcuI reserve the rigb i to have this Test report on 1) Uniform Static Air Preassure Test, per FBC. T.I 20F2-94 d1a gned mi(' d fbifl5� sig A�_�Jtko� .. Arld Urtoi� dlattd 121: i'186: 1 (31 e%1)4%!3R 011 - produco, air matesial tested for quaI a-murance putpose-s. If this Product or material falls to pedonat in theaccepted ) Large INIlissile Impar t Test per FFB C. TAS 20 1 M scaled by Idalmis Ortega. P, E � (Test report revised on I 1,"l 5 and 024 1,� 14. 0) 'N"O If` A A f"il CIL t�oI,I I. _i-�u&dto %' E=13',M 111�tr,-d fbft 28 - is tuanner. the maw6cturer aill tacurthe exMse of such testing and the AWmay it'll lyrevoke- inodiN. or Jr,115 susltend the -use of such product or material widxia their RER reserves the q&t to mvoke ibis "Sectionthat 33) Cyclic Wind Pressm Load Ing per FBC-_ TAS 203-94 -along with marked -up drawtuffs and mi allation d iag.rmi of viny) shilaig glass door.pre Pared 6- Test repce on 1) Air Infift-sartm Test, per FBC. TAS 202-94 2) Uniffinn Static Air PK%stire Test- per.FBC,1AS 202-9.4, _11 -Bn:-qtTi oatf�d iPaitiod ov Latlawated A-1-hice Rigid PA-(: timlor fx 'ustotii for I-S (I I �,q and [),Isfors d;1[:od (',:�18, I.- I.. C"I OcCeptance. if it is deternined by1fiami-Dade CoustryFIrodixt Control this vmdwt or mattiml fails to ineetthe requirements, of the applicabLe biWdim code- o In 77 It 7 and wFeriesta tion. Testing Lab- inc... Test Repon N S I . Aated 12;b I 15. signed 3)Water Resistance Test. per FBC- TAS 202-94- 1 T! 4 M1 ''KIGIFe ar� o-is '1 �L!Vanoe s c�E aem afl-OnS oi US -A -Wio Thisproductis lipp(Med3s des-cribedhereinandhas been dekiped, to rainplywith the Florida Bu"na Code. sealed by Idalmis Ortega. P. E. Jest report rm ised on 0215,16 and 02:21416) 4) Large Missile ImI Tea per FBC, TAS 2101 -94 AI'Ar, ZC 44,tir T.A_NYt-h.landLio rc-r: hades('�\con-NA Rigid Pl'( Emerjor inclodia the Higli'VelockyRurticame Zove DY-Sr-RUMOIN: Series -557412 770" Vinyl Sliding (_Aa-ss Door (Reinforcedl; w!wo 9C# & 13? corna-,LALIL Test teport on I)Air Inf iltration'Tes 1. per FBC. 1k S 2 0244 11A 2 1 Uniform Static AT ir Pressire TesL per FBC. TAS 202 5) Cyac Wind Presswe Loading pet FBC. TAS 203-194 --Low with ma&--d -W aad= allationdiap-am ofvmyl sliding r.prep�--' glass doo Glav"112-M - I 1, or llsiomn I)oors dated �11�'111111(111 I 'I I eXnorff'W� t 111(�!1�2 I '%(xicir- cu�Acce;,�ance 116-0"12.04 is�aed - -T sighu-t- �14a,Iies APPROVAIDOMM.SM-Dra � No,2XID-5.1t70, 3) W, ater Resistance Test, M FBC. TAS 2072-94. by Fewitration Testing Lab fnc,,, Test xepuv_N;o� FTL 8551 dated l2:,'04J5,!:,igrwd aaJ 11'4c'l 1'04 T1 --Ztl L lt.'u Bron and I of I I(- oated Rioxi PV( Lxreirictr 41 Largelldussile Impact Test jxr FBC",'T.ALS 201�44 sealed bv Ida Iritis Ortega� Pl� E_ jest report revised on 01,415,!2016) Doori- dated, expring, M I ��14 16 _'S I Wokoh 21 of 2 1. pnparedby utandhcwm� dated 10-!05A 5 and Iast tevised on 01101;21. signed arid w3kd by A. Lvm.%ftUff. P-E.. bearing the INfianti-Dade, Comr-Piroduct Controllkewsionstanip wttlt thee Notice off j CNxhc Wind Prevs-we Loadt- per FBC_ TAS 203-944 6) Forcipdatr�r T W_ per FBC. MkS 2,02-94 7. Test reportait I ) Unitom Stat ic Air Pressure Test- � per FBC. TAS 2102 -0-4 2) Large Nfissile Iuipact Test per FB C�l, TAS 20 1 -,44 P� 1 *,ilwwl t 0 ENERGI Fen 111- fo Ti Emel"iOr Fxirrit*ions foi 111j"Jid,,mviol, and Dio�iiicpl's I121tt'idi lk4aiil PV(. a -awn date by the Xfiami_Da& Cotitity FicoAxt Control Section z tong w dh marked -up drawings and installation d iag-rain of vni�rl Q glass, door prepared 3) Cyclic- Wind Pressmxe Loadmg per FBC. TAS -103-94 i%2 o t Mir" e ga _2`81 1 J. .\ftssuxhe_vcTR_-tTrcG:La m, and Small A -fissile Impact Resistant by Fenestration Testing_ Lab. Inc.. Test Report No. Fn 8546- dated 1 !,`061 signed and along witli marked -tip -and it m-allation diaEram of -,myl sliding glass door. prep: C"aWmas UP - iy '.;A I -Tj 12 2" 'J-,g(6-M0-.5)7 3. J 7 z 30, A,." 4- D �� Limitations: L See talble I (sheetD mid taI 2 (theI forapplicable SGD uaitsizes- design Pressures reinforc emmm typ em, (T&St leporr seakd by Idaknis Ortega. f " E_ revised on01,10446 �a_rdL12111?2016) I - h,,. Fenestration Twitis. Loib. fuc.. "Test Rq= No,�Fn 6638 (sarnple; A -I thru A22 dalat X A I 7k d I S' IDJ635 tc�'Vscwi El", Viltskon -01 "Sic an, , A� T_\ L cellulc 2 glasstypess. anser(seevablesB-1 & B-2-sheets 7-8) and anchor layrota sheets reqwetnenz in 11 thrul& Rigid White KrC, Tan (.Non -white) %gid PVC audBromm coated a'I'ainted or laminated) white Rind PVC tote a, Tem report on 1) Air Infiltratiou Test, per FBC. TAS 202M -um Test. per FBC, TAS 202-94 2) ITufform Static AirPrenss 111 9i jo()� signed and staled by Jorge A. Cause. P. F_ tSrtb7n&ed imderV, 0.4 No. !I- 610704) z 3) W'�tei, Resistance Test- FBCJAS 202-04 "Test 102-04 'N' t �,cca f 14, 16 !1 d JI kma, T, f �gr d labeledpff re6arevcedN`0_Vsreq*enmds� per 8 report on 1) Air Infiltration T"- . per FBC. TAS Q c ep i a nc e _'14o - -09 iss t o � ay i _ ti c I e tr 3. E&-es s operab le doors mug emply with min c Wr w.xft or height per FBC rejuiement. as aI Ab le� 4) Large Missile Impact Test per FBC. TAS 201-94- 2) Uniform Static Air Pressure Tea. per FBC. TAS .20-2-94 1 Clear atid Mljite! 1-aterlayer expring on 07 Q-I I a 4,� ".-at w"I s, und" separate approval, to be reviewed b Building offficial 5) Cyclic W ind Pres, sure Loadingper FBC, TAS 2-03-19114 11-94 3) NMtter Resistanoe Test- pet FBC'g'TAS 2021 T 1v L.MLMG-.- Eachuto Mialtbetur a pentument label with thentandam-&s n or loso. city- state aadze� and folloutialstatemew wM&=-D;I County Product Coutrol Approver- noted luxein. 6) Forced Entry Tesc per FBC. TAS 20-1-94 along with mm-be-d-up, draw' and installation d tagram of7,�yl sliding glass dwr prepared 4) Large Missile, Itnpact Test M- FBC� 71;kS M-94 5) Cyclic W---md Piesstive Loadtwper FBC. TAS 2,03-94 '-Ti ositf)11�5, 1-1n,ackamr. Ckar ind o1orFA-B Ingra-laNw e�Z__ aU V 1 X W RENEWAL of dkis.NMA shahbe as ex ile and er _Vhcatica It be f d th ee hasbeen no L "Test Report No. FrL 8547. dated 12,11111014,15, q�gnedandL by Fenestratiou'lesting abjw,_ ;1. 6) Fitroed Entry Test. M FBC7 T1 US 202-94 f� `5 ENYS clumve in &e.V*abkbua&Mcodenegafi---�raff&-tuW the Vafb=&I oftbis proluct- TEI�AMATIOZN'of this NOA wiU occur after the expoi vics date lot if the te has beens re vision now thanne in the sealed by idalons Ortm P� F rrest report MiSed on 0" '1 21 6) 4- Test repce cm 1) Air Infiltm tiou Tea, per- FBC_ TAS 202-94 along with nuAr pfepaled diawnip and istallation diagram. of vbqrl sliding glass door. b F ene, st ra t i on -1 e 5 t ing L A In c_ Tea! Rep o rt N o. F TL 6 3 3 77 (sampkesp A - I thm A -:5). d a, t e J 1 E c a mfwn ianc e w im I B C -5 E d itto i 1 (2 0 1, 41 x FB( --6PR didon -) Lvan Xfiilff� RE' (2.01 1, ti!i��ated, b IDS- 1-14,4T -iwted sealed' materials. use. andiiii- matudbeftue of the product or ptoceiA of dris NOA as -an endozaetoent �of product. MY 1) U-niforin Static Air Pressure Test� per FBC. TAS 20 2 -94 1 1 t2m�.gi 0� signed and sealed by -1targe A- C auso. P. 'E. t8n bin ked n infer;V0.4 X0. 11- 1 I �ei mi for min. aII:h;xrtt Wq_ of any 0 Mer pusposes shall autowl& anv lermirale, this NDA. Failure to comptywidi aW 3) Water Resistanoe Test. Liff FBC. TAS 202-94 010 ;ealed �)y L�' iupl M P,E section of thiIs MOA shill, be cinse for *tminationaod renroval, -,f'NCkk- 4)LAfl and followed bythe DXTERTMOME-N-Tt The NOAnuniber preceded by -the words lIehanti-Dede Cottaty Florida. -- - 5) 10-thc Wind Presatire Loadingper FBC_ TAS 203-904 C� C-UCT-LATIONS 4 F.."L, �K Tes� prcrpos�ll Nc-, 1 expiration date may be displayed in a4vertising literattire. If Wy pottiou of the NOAis displayed. then it sha,ll be -1 y Test, per FBC, TAS,20 -94 6) Forced Earr - I Anchor ;,enfication, calcidations and structural analvsis, complying with FBC-2014, done in it. entivety. along withmarlted-up drawings and installation diaggaam, of vmyl sWulig glass doI prepared preparedby PGT_ dated 12-09,� I 5and last reivised on"' 0`�!' 1 6� signed and sealed bv G, 0T HE R LN.'WCTION. A copy of this entie-NOA sliallbeprovidedio the userbyr the mamlik-c-tzierorns distributors and by Feaestntion Test:mf Lab- Inc_ T�st Repon No. Fn 8548- 6ted 1_1N 15- signed and AntbI Nifillef. P1, (.9-0jititted urtder.;'V0_4.,Yo, 15-1210 #1). i of Accq�iaris_r I T 0 PICY 17 1 th-11W r 4ff_ !h� ert e5 e- at the request Aall.beavailittleftiriasp tionatthembsite of 1heBuilduagOfficial, 5ealed by,Jdababs- Ortega- P. E, jest report rev ised on 0 1;04� 16 mid 0 2111 -6),, wi Glaziagcomplies AhASINIEAM00-09. �0_ �51 0 i: 7 Ijj� - Ms NOA revises Ji r#i*w%.S0A it!0_0419.05 and consists of this pagge I and evidencepajes E- 1. E-2 E-3. E-4. E�wl &E-6 as Lhaq L Clmida, PX� 11hpiq 1. Chaud*, fT7 1, (Imada. PJEr W, i I The wboutte.4 doctinietraltilan onto ed by IShaq L Cliandso. PI.Ir ear Produrt Control Utu't $uptriisar Product Coutral t7nit ituptry o ��T P t �A dur r C_ b wo I No�l No� 21-020F." X-0 ()�A N.�N '.I -j I ExpirationDatot Aprill*,1.9216 RM, &6 MIMI, Exti"tion Datv, Aptil 14�, 1026 ExpirationDatot. E tIj r rw So I Ce '4nil 14,11 I! gg,� 6? DartiMarch 16,2021 Approval Dam March I 0_'11 -Approv2MAw Mart h -,Pi 0 1 Rm� _Nbr�h 'Z, !0" E ZE 3 PGT Industrim Inc. C'GI Windows and Doors, Inc. PGT Industries. Inv, NOTICE OF ACCTPT_kNXCE: EVIDENCE SUBAUTM NNOTICE OF AC( , 'EPT AN-1('E: "JE UBAUTTE I'D �,'Qjj `.'�LPIJ�NCL. EVIDE�a:L ktllialyl 2. 11dencet Subuilmd under previous submitcal L '_%LkTT_RLkL CERTWICATIONS (continue) 3, 'New Eridenre Submitted 5. Quanm Part Luttel. �JggaceL �, �Audjlj,g cornplV11111,1g, with ASBI I Thictirial Cenductiviry A. DRAIMIGS 0381 3TU-in,--hr.-ft;-QE ASTIM F 12410 ASTM D398-5 0- ASTM E A. DR--VNVr;G.c- 1. DrawiturNo- MD-5570.0 Rev& titled -Vitry'. Sliding Glass& DoorINOA (LKf sheets 'Iff-A) _2190 I_G_ Durability -No fog -Pass. f.Vubinhwed underpretwu5 �V-0_4 ��N-a 15"469 05) 1. Dia w-mg No. )AID-55,70.0 Rev B, titled'17iml Sliding Gla---s DwNOA (11\4)7, sheets I itbroug y marrifactwer. dated 5,' 5 and last revised on h 21 of 2 1, prepared tr 'l, 04-C, 120, Lyun lvhlkt- 6. w. ith ASTNI C:) Part DjUase -18 Themial Conducti%atty, 212 B`FU-in, througgli-11 of-2I. prepared byrn=ufcc-rurm dated 10,!05,15 and I= relmed on01%.21, signed and sealed br y A- P.E� Quanex com ying A asened and sealed bv ry Lynn _,jilIM P hr.ft'-T,, A-STIM F 1249 VX77M-Passs. ASTNI D 1434 "on Pemmance Pim ASW E No te ThZs revisson couststs replaceirent of same msting- installation, scrIerx with Pat head. B. TESTS -1189 I.G. DurabilitvNio Fee. ASINI E 546 Detv Point Developuzitt -2011F 41, 49 las� iSubm hied drr M�4 A-& !-"4 09 05). Test reports on: 1) .4jr Infiltration Tea, per FBC, TAS M-0-4 im 2) Uniforin Static Air Pressure Test, Loading per F BC, TAS 202-94 3) Ulater Rtsislt aace 'rest., per FB C. TAS 202-94 7. PVC-AIMNIA 303-1, 3- Voluntaq�r Specifica Vision Extinnims- Ltd, Puts complying with T for Rigid PoM, Chloride kPVQ Exterior Profikns for Vision Exctrtisiom_ Ltd.-X,'L-X-1 by myl B� TE STS 1. 4) Large Mssile Impact Test per FBC. TAS 201-94 AXXIIA. Fenestration ExteriorProfile Certification PrograuL (Sitbinitted under NOA Na 15- 0409. Y_�) 1('. C ;kL C-17, L AT-1,07N S 5, Cyclic ViTind Presswe Loadingper FBC, T-AS 2031-914 along %tith marlted-up drau-nigs and mstallation diaggain of all PG:T` Industries.. Inc 8- Vision Extrusions. Ltd-Partscowbing with P1',`CmA_4J%,1A303-I3_ L None, representative units listed below and tested to quaW Dowsit 7791 and Dowsil 983 silicones, f SubinVed underA-0.4 No. 15-0409. 0.�� prepared by Fenestration Testing Laborat Inc_ Test Reports No� titv 9- PVC-- ANIA 303-1-3- Voluntary Specification Rigid Poly-virty r -_0 e (P C') Ex k for -1 Clilo %r -renor D QtA.LITY ASS11R_kXCT YU-707, PGT PW55 20 PV C FLked Window �Iunft 6 in proposal). dated 09 ;03 144 Profiles for Vision Extrusam. Ltd_-VEX-1 by AAINLA Feaesintion F_xterior Profile 1 . lkfami-Dad e Department of GIVand Economic Resow-ces (RER). co IFTL,-20-210'%I.P(,-YTSGD78OAkxL,iim),Sliding��Ghss,Doo-r(inkt7in,propoi*rn-,!f-;- Cer tification Program 2107.2. PGT CA740 Altim Outswing Casement Window (unit 8 in proposal) FTL-20- 10. 'Notice of Acceptame No, 18-1-117 -14 issuea to Eaff a Fenestration Solution, USA. Inc- for E. XLk`YERL-�L CERMFICATIONS Cz 21073. PGT M7620A Abuninnui FLved Window (�uuil 9 in proposal) and FTL-20-2107A_ their �Tait 3040 & lot shade (rion-white) WItite Rigid Pl'(: Exterior Extrusions for 1. Notice of Acceptance No. 19-030.5.02 issiwal -10 Kuraray.Uneorim Litc, for their > PGT PAV7620A Altummim, Fixed Wind cm, (unit 10 in proposal) dated 07? 11270. all signed NI' doI and Doors-. expiring on 0-11I go Trossifal*� 171tracleatt, Ctear, And Color PX'B Glass Interlavers". expiringou 07.10��, 0 and sealed by Idibais Ortega. P_E_ 11. Notice of Acceptance No. 1&0122.01. isswd to Ener V Fenestration &olutwu_ USA- In-c fa IiXindows 2- Notice of Acceptance No. 17�0908.02 issued to Kuraray Amerim Inc. for their �enn-Y(Aa MAR 2 5 2023 > 0- theffi series AAlite Rigid PVC Exterior Is"sionss for and Doori', expiring an is- � expiring )?,,'04V23_ (Uear and WItite) Glas�s, intertaye on C r C_ CALCULATIO.-RI L Anchor -wrification FBC !* 021:2&21 3 Notice'ofAcceptance No, 18-1106.10 issued to V islon EX111moas Lunited for their "Bi wu 1 0 0- < calculations and structmI anabrsis. complying with Edition (20201, dated 04t2M , prepared, by manufacnirer. si seal 0 ped and ed ov 1-1 N-mice of Acceptance No. 20-0203.033 issued to Energi Fenesmtiaft Solution� U!SA, Inc. for their -Bronze & Mot shade cap coated White Rigid PV( 11teilfg' f Iti-gairI for" Coated tPain-ted or Laminated) 111tite R*d PVC Exterior Einnsions for NVindovi cipacra glaid Doot"S" on 09:7M,24. -AnthonyLym-Miller, P=E. Windows and Doors-= onW16`1�_ IV 10-Eg 4- Notice of Acc-eptauce No� 18-1106.11 issued tok"ision Ejurusions Limited f" their seriinl-_ 0 Gu* complies with ASTME1300-104.49,12 and -I& -VE 1000 Tan 7-02 and lighter shades (Nlon-Whitt�) Rigid Cellular PVC Exterior D. QV_kL1TY.4SSLT&A.N= C E Y. STAIIINEENT. Eltrus-lons forAl"indows and' oot ex 1, 2 �,' 9,11 D punt, on '41 Virtual Review Assist. Inc. Plans Review completed and approved MiamOade Department of Regulatory and Econoauc Resourm OLER), 1. Statement letter of confom-aance to FBC 11b Edition (10-210), dated 04?2120. mued by manufaclitrer- signed and sealed by Anihorry L.�mn Miller, P E. F, STATE.M.NTS for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 < -6 E 311ATERIAL CERTIFICATION'S 2 Staterrient letter of no financial interest and ofindependent. issued by mandact -met. dared L State letter of conforaiance to FBC` Edition (1020), dated 0101,21- issiw� (D L Notice aff-Airceptance -No. 19-030-5.02 issuvd toKuraray America. Inc. forthek 044&20� signed and scaled by Antlsoikv L�vm MiIII P.E_ nmuzacmw. signed and sealed by Amhowy Lynn Miller . P.E. "Trosdoll, 11"clear, Ckar. and Color PNB Glass larerlxyers7� expiting on, �3. Private Libeling Aereenient docuntent benveen PGT',, dated 0-31130g,1115 and sigrted b�yall 2, Prit-ate Labehn g Agreement dated 03,0VI berweea PG'T Industries., Iix� arid, Cz OT08124- invoil� rtes. �edpart - witidows, and foor. Inc-. signed by Deanlkl Rua&- P.E_ V.P. EAgicenag.. on beh�;,_f ol, co Nonce off-AccepranceNo-17-0803,02 issued toKuraray America. Inc. fortheir "'SentryGlast (Clear Giass InteilayeiV. 07;04i2l both cvnipattim- anIte) expiramg Oil G. 011HERS CL Notice of Acceptance No- 18-1106.10 iss�l to Vision F-masions Linted for their 'Srown Coated Laminated) White Rigid PVC Exterior Extrusions 1. Tlt6- NOA re-;ises'_,N7OA# 17-041-0.06 tYVTTWMI) and updates to FBC2020 (7*Edition�, G. OTHERS (Painted or cspirmg 04,r� 142 1. 1. ThisNOArevises. for A%dows and Doors'% cq?iring on 09130i-14. 31-Noticeof 2- RER Test proposals #19-1155 dated 011140L20 approved by Isbaql_ Charda. RE expiring 2. The current associated pl-A CGI file 4011-010:9.01- mpix= 04/14IX Cz 4. Acceptance No. 19-1106.11 mued toVision Extnisim Limited for thew 0434-21- series "VE 1000 Tan 2.02 and kh ter shades (N-on-Al"hire) Figid Cellular PVC LLJ Extetior ExtrusiDus forWindows and Doors-. expiring on 12,129?21. < Lion, q! L CUI 71 Ishaq L Chauds, P.E Produrt Control Vait Suf*T11I _XOA� Pr--Auct Cout"I'Un1i Super%i=sor Product Control Unit Superriz-or NO, N-r-- .11-0:1I X0A No. _41-01.09.0 Elpiratiou Date; April 14-:02 .6 Expiration Daw Apnd 14,211,26 Expiration Date.- April 14,,, 1016 Approval DR to: marth zs, :@,.I Approval D-At*. Slarch AS, 20121 a- .1pproval Dato- Martli if, 20;1 E -S E E -4 SHEET NO. August 10, 2022 PA 1.4 ___ ___ - I I a WAT-M A. "Ll JIL, Al ... . __ Jel � "`��' ��,"��:"--.L�"-.".::�� ,,A`I1AI li��--l'.�,,��.�,��,��,��,�.,��I , , I'll"All I, Vil A` I 1 L I ElIf" 0I I I I .. I I I .. .. I .. .. .. I ... I, , � If (:� � N 'ir-.""�,�ll,�'ll",�'ll""I�,,�'ll""I'll"�'ll'-�.�.�,��1-11,111,11,�,,��'ll"�,,�,�ll,��'ll""I'll""I'll",1.11��,�'..-.-"""""""",1.11ll.,,��.11,111,�.11.1��--��.,�� TI'Llf.,111' TESTING ill IIENIGIINEFRINIii"I: C(ITSIPAN-W I ]II11fili U.TOMIRK411111MIFIF T195TArYff. =071 i REPORT 110: 20-0728.01 OIDIwISLIOLC-I PL.rX1VnWZ*Yll 4�;117 it C A U.- IVA, DRRl DATE: July 28, 2020 PROMICTCATECIORY: Shutters PROD15CT SUISTCATEGORY; � Storm Pal PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- MottaL P-rolaclolt. PXXk0bJLq. 4800 S.W. 5 I Street Onie, Flordit,33314 1,P!M8P_QSE OF EVALUATION; This is a Product Evaluation Re -port Issued by Watter A. Tifilt, Jr- P.E. I'System a ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department iof Business and Professional Regulation. This product is being issued an Evaluation Report as doscri hercil and ties been verified for crurripliance, in accordance with the 2020 Seventh Edition of the Florida Building Col and to verify that the product Is for the purpose intended al least equivalent to fivat required by the Code. Ttils Product EvaWation Report shall be subject to revietill and revision in case 4A �1!4 Building Code 0,ange that may affect Its limitations andcondritons 4-ENDEN-C-EIM11MM-EQ: 9__t,eRQQV,qT_EVLlRUAT1ON DOCUMENT (P.Eli Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and aealed by Walter A. Tillit, it., II dated 07128/2020. This drawing Is an integral partgg,lis Evaluation Report, _,%�,1,1`l Ill, -'I* e-III .;.-,l I I2llk_*l-.,V\CSNl �qp,. _. .. , L_ I,!' *. ! � NOl 44167 __-� *� . I :* I *1 � I 1 2�7'�-` 4+-Al I. � I - , . .1l I � 10" �, ll, J ,-,5;;IVI. � III ll a I n N �l ,�� LI . . . Se!" t�M, - " � '. � ,, � - ..�t��P 0 WIV:�I N W, 3,64h Strea,Suite 305, MiLtral, FloridiL 3 3 I (l - rhuxur � 305) $71-153 0 - 1!9Q.QUAa_EYAI,UA11QNL_6LP_f J1nLttf-("4M61rL9.1 i U, TE87' FIXI"ll Large niil:13 s 1 N, Impact and lGall gue load lileelitivi peflairned Wolef Prr'lltorrils Ir IAE ' , 2i N13 ati pier sectIon 1626 of the Flat idis Elulfdrilig IDlode- Un0i stallic loads afl, flinrTiVIS 202 Proli Test ropoIts prq)Efirso'by Hurricane EnVIinecring & TisEflng, �iic,,Rer�oTts#96-'-i6gdat�edO8tCPl�"Ill��1,95,#9L6-5,rOda,te0o9�"1811996� 496-T30 dated OW2011296, all three signed end sealed by Hector M. imutedina, P.L., Fenestration Testfirig taboratory, ine. reports # 20321 dated 04116119959 and 0 2126 dated 10/05;'196 witnessed by Gilbert Diamond. P.E, and lRerfort NOL 0219.01-09, dated March 4, 2oO9, signed and sealed by Edmundo Lam-reezpada. P.E. and Henry Hattern, P_F__ Tersile test report No. 9CM-197: by QC- Metallurgical, Inc., dated March 131, 2009, signed and sealed by Frank Grate, P-E M-6TRUCTURAL ENG1NetE81NB_CAjAq . . UIATQM� On 20 I Galvanized Steal Storm PLIIII for tirlioirri,sin panel haritAffivs. cfesJqn r livind lorid, ai�i wellas nvttx�rrlom ancht,,illl tilt"IMAI.iing ti doolgri wind lopill add pti III �la,,l on II Dili and c>orr,1,iara1Ivs arialvishn, I fri vn,nuoii ,_ r-- vftifti ,I - I , -p1ecka- sai 1 I5,16 of the Flonda BeiUding Code. Ca I!lr,:li!,��ait.�ouls,proNirr,,4�3 V,j r . I Tlln�, , 'k - - t1alerl I V03108 and Q3f'1;J11 5, 3i[pnaid and sealed by Walter -A. TAL, &__ - - I =81LE IMPACT RESISTANCE Large missile Impact unck-f! searlikin 1628 of the Fforida Euildling Code, as per u TA5 201 Protocol. 4- WIND LOADS RESCSTANCE; 20 Gage Galvanized Stis-ell, Storm Panel lies been verified to sustair wind ptre,.isuies. Maximum pareiterill shall be as Indicated on shel a 10� id, 15, 16,119, 25 and 26 of 26 of Prikkkill Evaluation Document I ' P-E.O.' drawing No. 20476, �,Aaxlmum,Anchr-�rSi)�ic�noshW[beas�nd�c�aile,donshec,-tKa�5,11-1�'�l, I 14,115:, � 71, I 8119, 20 215 arld 2Q (kk 26, of Prod uot Evaluation Occurnill (P.E.D.), illilayfirli"LiA No. XI176� 5,. l'Nr6*"rALLX11QR-v risfallakin shall be performed strictly in accordance vl details indicated on sheets 3 thrul 7, 1 0 thru 20, 23_24 and 26 of 26, of product Eva sin Dorl Lien luati I - - r t (P.E.D.), drawing No. 20-176, Minimum separation to glass shalt be as indicated on sheets 8. 143 16 2� .and 26 of 26. of Prodlict Evaluation Docurrient (P. E. D.), dramiling No. 20-1 T& If,\' - -, - - Iltb" .'r, - . - i , __ - - , . 1, - , - - - zg;;� .., \�-C - 7 k- %I: D ___, , I. - � . _' , ;:144i'l kkk ------ � �,J � - �� __ - -, __ _:V � - � - _41b, - - 2- __ ___ I 2r. , ,Irfeloki _ * � =* .til . , 7,l 1 " , _V " ,� T - 4i lnl 7- K dff, OF !A: = MAO& UQIES: __ __ 0 3� It, C-1 Lill Pfl 5`i OF "i 1_0_111-�`T , - ,IL�'�'VV ��. KIDIV BriAll III FOIJIl QW i-I, %m Poll = all - __ - �(,-nw- WAII� ANI N`AIA EIII 001V� Ft-IOI�ll IV WEM-1 III, LAN 7PJI7UIe SEHII SUIl PANELS , ll - �.Ofll i r �l - =�� - � � PROri tvALLArli wcuilea fril Ans al vIERll,fO I ,lN,,1V1IdIIl- I, kiDiotll Eell RE Ai weltifiltKirort, '14 ,� I � AnD in a b _� � � kkI k�� -(.CIIPC ,� , ��_ 0'" EOVI'l OF T14C FLORIDA WIlLiAll CUDIR X � Tir-ofiraw-litotto ,viti, .GIucJI1lt,.:,l Ital � 5. G,41. Al TESX'_N M16LI EW ,Ik L�- K ItETERARNED AS PER SECTION i 6'�t) OF Ill AW�l LEXTIOMED 1:001I - VA-4 PIAl ANCH4`41%, AII 60,10FACT41ker Pr V T n eVrDDk I-- " A Wl Si AS RDOLl I T14C 4UPASWON RNEIRE ill 9%ri III TRE t"51AI All - - - AtIll PAW.UtAn I'LiAl It:[ AND PAKTI AVAIP PIA11A. ANCkOl ,IP FNAVOACTUREr, ISI V:LV`4V C095TWICIrel 1-W �� r U. FOR A Leil"T,rRIAL-firl rAll i 'Orl USW ASIDE I,- I 6 AND Sill NOT UCFV , , A00i e, , CiI "I - � M'o ,I AN, SCAM PCs 4 10.3, OFSklN Pqr3aME AILTAI WOLCAIM 00 SIl 7 lefflil VQ, l. t�ac - lk 4, M - ��l , ,,,/&' 01i PILIS;PINVII� AS, CISMILITIVII11111I ITY V,I Ikkmk- r�'VVVW, S%t & Ill 00 In clIRo�l� to VMITY 'RIL AdAl lVONMON, AjIll VIVIIII AnAD .rllrr, N,F`lVV*T1X TERI J14II: � V I 11!1I r ,A3010 �` C �i Ikkit'A"Im , DICILI flaNETRAPON IWO 10:1440 VF ii - T� qYl At 11 lfi' All 2' IVIP I 'Wkitul PIUS RHAU DIT VIfIk- A0,3XVID 0 ,III, 5 il Ol WIALI L6,al WiRmayel p4rk, It. rks IN, Ol IQ " - A. ,,, I', 0� Eul rob"al a Vt�1!0VVIAn1, `rLst kt ? 14A I, I:11�1 DEWIN FIVI'MIJAV: 111TVINNIGS ARAC�AVTM OR !nIfill 7 114i Ell IAT til 16 "' `1 V`t A i:i� NVA, VV�V T`�kAXAol PoICTIU%FON Ut IA4.-, SCREW, I:-,- a-,' Ill IrAl UNP SlIAL, L RE ' I 01" 14CI VVIREADED IN I V,D INlik'Ir jl,,A� ll4.,,Ll I PV V _VIVI I 3OJV VIVIVin!AP,lL n VI R IIHN; PlIt I An, n3i nrie IIVN lViTi,I I 1AINFAVILE arrinti �,, FOP All NOPM w4l Dsc, lolift 0� DIIFIR 04li Vlsf�lnrjn, ll:Fo��lq�� III PLIVI ,IPS li orlitAlAVet, " IlIkk FIDOMATill III TrUl 154l in COhISIDERLED Ar, f I �IF 74t GEDI Int1r,ttitir, "140104PON ACCCROAl 107,114 rl n1a rn IONFAUll ELM 017-Ii 91 LAI; tAlPrIll Ill %Itc]II � Ut A& VNDIATUI ,Ill FRI DIAll 'rVckkAA FRIEL S ji�', FOR III AND WIll REIL"70i - TkEM k� N kIkk�kkkkkIll Ill SAIC11ON 11,1,5 C_ , �7l IIIIE I�T ;I COM AS Unit KWX.AK EAGINEERVI �� 7�� ML PircRTY W-f5l SRI A 96 73,0 AND 1__4k Vikkill DENETIVAT" DIF WOOD Sal, �X�l Pt 5VA" ,5' �_' -kill 6SFO III � I -1 4 - SF ), -I Ike kk - VENi kkll 1i IlIa Al REPORTS f2032 All 12126 k- kill M --s-sa., Al YAl - � I _-,.r- ��.,�J � � el AND I' WAMUM 'Ie l ,Vk�j 'n S,ljr - AS *l AS `A`l__ TEST LQ or SOUTH FLORIDA RIPM w7nIcl-, A5 FER TASI 201, TA5 20, "Allit, IAS M SIANEll ' 'l 1- SASE 7W PPECA&I 57ONE- OR PRECA51 COKII fkAftCk _� �__ko ,19 All WAI iff Mill Ilk, �,� ,-�,�Tl� . ALL AI-VIAMUIA! OVAUSIONS TO V_ W11-TIS Al 00 IMPol I%OW-M O'll,q1tea ri SEJ Sill. 2 " Ill Al-341-45 51,1411 K tow_ Eki t,! REAA`14 I-E MAI lkT5=5FkE K14NIL. SQG( 'Ati AMGNOI SA� III AS MENTIONED n C I)- C 2) * r- 41 1 I ALL ACUM*IUM SIT mUl LiSM AI CLOSURES srUl �AvIli 1Io&,4 Ainlr Ill ANCliki lk� W_ !W--TALLID FO-LOVI Al OF Till AdEalk"Arnwel ki kirs'-Irr-Arill OF 1,E Ill- - -_ kkkk.`kk-k!71, I Al SIEEL $34M All �AW.5 IOWA KAVE STRIXIURAL 4I.Al SrEAA_ __ -!W OR-0i NO W"INAl 11 - I MMANIZE0, Sni MESCIMIROIN 011 SS $ I., tAFTER Al I d PAl WT Al M NSTAIJILM HOR12UNI ;O-LOWl 4� VIETA" Sklil ON SECTION! 4 T,fil pk, : 4k isr�m A �r_-Ill i EXO,-- -w oFAIDERss M a. 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Al [I 71l --air --If&i, �Rl Ilk� Dl Ann QvIRIGwilia, ,sx,f, Ani 511A13VIURF 13A Ii .90FESSION44 porAzx* ilkir RECORD I�Al PKIPARrO, I M iv _k.*JJhG�1oJlr'12c IL I�.C(A�Sil lull.", Ill - I - 1 14 , ,I, rm,PVVO�1, "'i , ,,>K,VV ,AS LAAJRnrAC1L,PV�Vl in I I MV ELRILDPI, All - M SPAXIER MANVAr"I.Atri LAl IVIALI VI ,.f,)CAToy OIr, ,r Irp_L�' 19VILE [VICIATKIA Q VViRin , . 0 , VlVg�� I - I14 In l � 11�1 W>00:41, All t"AlIM'SICTIti D SV , NEVII i L"00V r-I550 pn,,l PANEL SUILITTER M ACrUPStinlor RJIr*V &� I 110n�II t QV F 'nk, TIL'I'DiNcr, 1�,"VVOE Ohl LeD1 ,;�� II FOR �Ipj: - 1. IIL�A'o :,I �i,,IIII, VOLID-S , -"T ANO'NtliAlt, Al C93TAVEIVIrm fill Rl POI SEW-W. T9!i1P * SATCATY I - &Z SIALL RE 01VJhV;l'�A0l 110 li �`_!kIY VIIA'S2 OF III PJACE, fyf,,fV.r NIPS" &IIALMA14 C4xc (kil ,,:,-!,nitD Ill I . . . ..... .... .. ....... ....... ................ . G""R`16�Ii�il' �,,�:� , i: l . 1 THIM, tilin"INVIIIII 10IIIIIII ON l : A " r, - fil 1V IANLI-InIM �.Ltl W AND PAArL%ATI Ptal, itbrtlaktt. 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Ill;bi, PLISTA-4A�41i - . 11 L", !Ill �%.,.�l ____________ __ , J - ,_ - .11I __ __ - - _____ . �,.:_ W �, I - _ E'i % " , P , 11 � , ; � : I. l tk, � Vil % "LORAVA, r 11 STIVI, PICUORLD ,4l .r :1l i F l,,� l l��ll f , 81I C IDE IIt Ill �kltl_:__,"I . k2_1 umcn-tit ---Vo :- � i I 7 Milt 7 . .. .� I'.,,," m �- �Awf%Il I 1.��ll.�11.11�.��..�,�-..".,�I ,1211.111.1.1 1:I .. . ... I:V Toll OF D i R. i, 1. - I 1 DID Gii,Ctf GA)VAII0121FID SeEi. 511111IIPM VIAVo,'_ I ETEr ANCHVIIIII, E i� A, 1 = I I � _IAI go, TL, Ilk, . ,I IT ] l � '. , I 11 . - - -1. _t In � - Nitl ,I 400r s", I �� l;� ni i ALOIN � V�i � l , ;;�� GLORAL PROTECTION PRODUCTS, I �_ � I'll 9 ti, 9) 111 , Adl� =�,_ Ings, �_,Vkk__ � CEIIJK - " ' l t RIL)TS . ...... rR�;._�iro'r - 'T '11", n1L In- a of 1Z. \ Vil 31 VVIRLI I—— A , Qll L l.. I �;-��-;irl, "�Illt, �I, 111510 1 2A-176 �� I " ��-- S!A!0�, , _' " 1*02i �M-T - l LVi;.�_._r._Wt0R__Ei 11,11,1111, 4A L �_I_;""' rY, I I -I .1.1w 1. , J-) _ lGiniflVIS-:11,01, V":. In"JINVII-OTAI �il �l,,&, I ll ;i; PV=, ��t_ -,;: '.iE"�.i�iH��i��l:""�,.,��i��-.��,:iKi CA-44i T:: �iHrH:: I I 1,V,W,,Knl,,r m -1 � VVIt P A "i ,7- LIL .1.v _74.S [ I -:z:�-- -- 4--r- Antri I W 26 !! ' ' , - r� .- -___ - ---- _____ - ___ __ ___." - - ___ - I I_ - - __ I --------- clGVVU(`M,_ �ALUATLM RLZJ&1_1L0_2,W72ILU 11: � 4) LMATIE -RIAL-C-H A:: I I 1 AND SPEqF'LQ"D_N&- I Shall be strictly In accordance with General ll,lotes 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 oir sheets 1, � and 2`1 of 26� of Product Evaluation Document (RE.D.). drawing No, 20-17111L 7. L)WIAMIM A CONDITIONS OF SE. 1 7� I. Shall be strictly in compliance with Graneral Notes No. 1, 8 thru 14, indicated I on sheet 1 of 26, as wet] as General Notes # 1 thru 4 and 1 1 thro 16, indicated I on sheet 21 of 26 of Product Evaluation Do-cument (P, E. D.), drawing No. 20ATIL prepared by Tilleco, Inc. and aigneci and sealed by Walter A, Tilld, Jr., P.E, 7 1.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as clefined on sectlon 1620.2 of the Florida Soloing Code. 7 3. Product shall only be installed into poured concrete, concrete. block. and Wood f1ran-le StILACIUMS, Product Evaluation Report prepared by Warter A- TIM, Jr., P.E. (FIcirlda License � NQ L 44167), President of Tillects, Inc. (Florilda CA-0006719), ""I"Iflimlli , �,%` AN T I ", ,,, ,��._:_4��j % .,% xl -- ... 1 - �,,�v .."�CEIIII -,_ . __ " .. I 1. - IS ff --- , S .. ___ - __zn�_ No. 44167 i =- ___ , - � - � -!-- --- -*= " __ __ — Ir nt ! - - __* : 2 'I I,- STATE 0; ;,l I I - �eli�za, �,%l<,,'. __:;,_:��._ ,F.,I�� ....... . .______ _4�,, it � !S,cP . , A, , 4CRl'0`,l,,-r;ck,:n l �. Ill ", Fl- 4r, io� ., `ViI,, $�. , - -, - � - III .I- , AU,N ,9 itJ tj P, 'I r I ell AeNerP"�N,I,kI` VVAl 0�� TILTECO ACIMON RECORD$ i P. 6, REPORT 2, � Gk.Oibll PROTECTION PRODUCTS. Ll ; 20GATLE 0AILVANQED UTEEL STORM Pfil ORMAI21-.-ISI e5kokirri 2U72gli � I IVIll 00- LVAINVAININAIVA N. N A � � Z 0 ...... I I V I l l'I I l I V T -I- V 0, m 1 1 li!� l � I (C;- , 07"m i I I �r� I C \ Irm:11i'll1i ... .. Ill ... Rarlhill & ENG-'Vu tee --'-40 COMPANY JE _ __ _____... -,-- 1,11'1"L��trjl_,, _-.[__Jt,JL_"L' --olxom � --- I III - kk 1 -L), ,,. , '5,, PRMOCTLEYALUAD -NREPQRT IT I'l-,14''"O � f-' 1 I"AIA, -1 ,� �'06? 1 V REFOORT III 20-0727-02 DATE: July 27, 2020 PRODUCT CATEGORY: Stott_ -us PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME � 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: �$lQb,aj-.Froiect)-QrL,g�r-Qdur,lmI l.IX 48DO S.W� 51 Street Davie, Florida 33314 1�11MIJPQSE OF VALWkIPS This isa Product Evaluation Report issued bv Waiter A. 11111t, Jr., P.E. �Syftem ID # 1906) to the Global Protection Prd�ducts, LLC, Rule Chapter No. fil G29-3, Method ID of the Florida Department of Business and Professildnal Regulation. This product is being Issued an Evaluation Report as des0bed herein. and has been verfled for compliance in accordance �lvfth tie 2020 Seventh Edition of the Florida Building Code, and to veriflythallhe produO Is for the purpose intended - . at allow equivalent to that required by the Gone ThIsPiodul EPWliation Ftapitwl shall be subetict to re,Vlavit arill levision m oagm, of a Buildlng Code ohange that clay affect 4" fbiler�Efl and cillreiftiri'le 2_ E)WEENII WON!"TIM �- i Ill. PRODUCT E kxf VALUATION DQ MgMT Pi 1: ii- kkiling. Ill 20-1 TS, titled '24 GAGE GALVANIZED STEEL STORM PANEL7. snedd-51 thru 18 of 18 prepared by Till Inc.; signed and sealed by Walter A_ Tillit� jr � P�E,; dated 07127/2920. This drawing is an inte %I ",Q,is Evaluation Report. px,'�I� I , ill 'll \ ...... 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III In k,wilc kek�Wiwk� FAA LA,neal - V I l, - h n1l"I", I I k I I � , I I �� ` ��, 1, , I A, .... I I., 111 .1, I'll ,� __ � ,�� ,:�K- - - I ,;_ 111 J_._,akl -7sl - — - - - _� - I ,r , I - I . I � � N'�',X,,:TijN-",�':�l��,,,�-�1-1,,,---��'-RNREINKGO',NM2�171,.IMW�,.��3&2911--I ,!" tl�til " _7hElW_'�Ir',M - - �,,_ - , 11 11 ,M- ., , � - � 1 - . "Aill -�i��r�)!",iw."I��,- , - C, "Pi I , , ,_ " ERV-1)UPLI Ell dJILAJJ.i.1LiA_Nl a0l. �7(1_101,;7141 2Z,T.E3T.REP_QRr3, Large missile impact fend filiGts wora performed undIoSSTE) 12-0t� storidard' wi� per section 1609.1,2 Aaf INV Flnrkl;� Surldeg Code, Unift.4trill Static (tall"'its as r)IRT, Secficn17T9A1,pairASTr,II: "l-l!) Tafsli-Ii , pared by Arrivirilcia In Tesfirig F .t$ pe Lab of South Florldn, Report T,- I i 1', (II-01 dated 0,�Wlll,`02 Mtriessed b y William R_ Mariner, P.E., Poriz il I ind Henry Hrittem, P.E, ano Report N�.�. 021 9,01 -09, ii Febru�d r,, _I ',C)09, signed and sealed by EdrrUni Largaespada, P.E. and Henry Hattein, P_E_ Large missile irripact and' qyl loal per Protcic�ils TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared .by American Testing Lab of South Florid -a - Report No. 1123.01-10, dated Noverribet-23, 2010, sigawl and sealed by,luk E. Gonzalez, P,C � Tensile test report N(-.- gClil by QC Metalturgical., IiI dated March 13, 20W, signed and sealed I)y Frank Grate, RE, as per ASTNI E-8 and'renslle Test as per OC MolalurgicrAj Report, No, 1 (IKIRi dated December 1 201110 alIttried and sealed by Jerry, IaOofanlip, RE, as por,ASTM Cz-& , Z3..6TRU_C1rU-R_A_t, 11"N431199 Ell CALIPUIA- TEDNS: On 24 Gage Galvariz,rel Steel Storm Panel for Firtaximum parl tentith Ill design, � Lr�nd load, as well aa inaxin%un aricher spacing va, design wind load and parigi length based on rational srid cioInparative analysis, and in accordance with sactlon 1604 of thtv Florida Bull,�Irg Code. Calculations prepared by TiltecoI Inc., dated 12118110 -arld O&P2711? flarthis revisiol sIgnedardi sealed by Will A� 717111111, Jr., P.E, I Ml$tS-Lt.�IMP,6,f--T—RES-IS-T-ANCE� Large missiallimpall underseettion 160PA.2ef tie Flunda Building Code. aspAr SSTD 12-99 Standard ani 201, 4t. IM 101I R E %$ T A N (AE`�" 24, Gage GalviantzrVI Stell 11�1.11cii nl'� PlVlr`� I 1 : l jfr,r� �"L susltlallivtl�,�Iiricl I Pressurl Maxlrilt'irry:lf��ltl$.411E:l��l��l��,�a,�i:� , J I ,'3,9,10111, 'I'lai)dl'ToflOcrtFl�,�)duc,tEv�a��.��:��.i�,��n[:"r_I ,'I41 �_ ?, I r ;, i Itill 20-176. Maxiltirwrin Anchor Spacing qoll t�w, ii irkli,�-iusld or. si ! 1, , 1 3 ll"Vi.) % T I i i:tc, ':it i7s, and 18ok"g. I Pric,riuctEvatuatiot, Document (P.1� ' 24 Gage Giervarlizec 'Astall Storm P inL�t has beticm vpI 1 "! to work as a flon-porciuS storil Ariultftt�;,r assemblyk AS re- -r ,', - 1 _., ", - -,J'�_ -1 1�31 Vj'AfJ 3iiiii -'-, ,/--,� I � , il, I , E V, E I'l t- , ".. ��' 'I, - �� 1Z - --- k` 11 I_It� I ,� __kT___ - , i - � - _� . ..... __ * - .1, "' " - - __ I . ; � r - w , ,4-i 6 l, � ___ . - , $7 *1 .� * ___ fk�:I� I .V�`� - "' ��' `,�F , I" " , 'I-- �, , , S ,A l., 0 l : -, .1p - , Zo IN Kr '� V'� I IIV , � ,'I I � , ,!,,�tll, , , - - L�,, - L '. br,� , ,,, � ,;k V, ,,, OI,lilut ,,, fl " n � I I ,,��,, ", % 11 IV ,,, 11. ��,105 I'll Aw�,'C'Vlllyo, ��",,W 4fill, 4�� 1, I . ;� 'l, . l:lnhl,I%% I'll kKQJLLS.I,'..-FL'�'6,U-kU)XRU-qBx=m-?,-MI4�7;1.(a 5! INUALLAI Installation shell be performed slrIolf,5, in actoordance with daili indicated fin " ghtaets� 3 thru P.,, 12 thru I a of l si, I Produc� i-vailiatIon Document IP.E.0.), drawfing No. 20-17S. Nifinimurn sliElpairation to glass ahall be as indk;ated on sheets 3, 6, 13, 14, 15, 16 and 'I 8 of 1 8, of Pfoduot Eval"Ition Document (RE-0.), drawing No. 20-175, 6. MATERIAL CHARACTE-RtSTICS -NQ SPUCI - , --A - _FJQ.ATI0fi Shall be stril, ir, aocordancer III General Nottes and Comp-crienis in,licateo of-, show -1 and 2 of 1 8, of Product Evaluation Document (P.E� D_), drawing No, 20-171. A ni; hQr specif iciatisins, slival 1 tee as I nd icated o I st=teet i of I a � nf Prod El F,,Valoialtti OoF;urrentlP E.D.), drawing No, 20-,175� "?, LINITATIQM. AND -C ONEXTICINS, QF_Y,5.'.9.,', 7, 1 � Shall be strnotty in compHance With Geni Notes No, 1, 8 thru I �ndketed I on sheet I of 18 dPrial Evaluatinn Decuiril (P E.D,? dra-ming No. 20-175 prepar,A by Tifflil III and signed and sealed by Ojai; �-- �� TdSI_ Jr., P E, �_ L_ I � I � . EL7 7.2. PrEfduct shall nott be inistalled within HIGH Vl H , RRII tAA, N E IZ70N E S as derned or, secirmn 1 V20.2 ust the Florida Build Ing Gik --=- 7.3- Produti shall only be Installed into poured oloncret-e, concrete block.. and voy>ocl f-anue Struckul Produrt &YI adlun Report pralfa,rod W Vi A nit� 111- P E, dFli-ridfa License ' No. 44167), PtIeVddonia,f Tbeco, Inc. (Florilds Clik-ODG67,19), Il kl T14"ADIll � V "'I'll,''O"Zililitl $1 i "I I A - 1_4.l "I ACIEN '*�_"' "' �e ,�, , S'� I l � r- k!-2:-_'_-_ '� _ � - ��-q -_ I - . f- ;. 7 Iw� ,, � � 1-67 '. i _', : * I-- ,;5,*+, .- __ *__ . V�ATILIL � -.4t% r-MI-L - . D*,Tv,-,rcnL._,l"r:mlkI- CIFI L�Frlpl a , lk�lk , _�RJ�2[pt4SL'_Jl kl`q*taq_%Pga�A� _I, G,4L\,AMZ_=:isTFl71�_�kkl Ii DRVVC42f,i-,,,�REPOPII,za-c�7"wc,--- kk?fgv�� Al I - . - � I- I, - - � - ,\- I- rk - =_ . ,- - , I - -;:�I- kll " � E 7 �i il - -1- . �'OA 1/4, -2/4, 3/4, A/4, 5/_-2 I *'Itill .,'*V/1l -1fill ,_W`�,_. 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Lm " Wr L il � 4A, 1. �__ /_ - 11 5 C O.R.- � EZA " I - _-N .. � 11711 � e .L.- _,,W3 _�u'.1,II-41.1-i-. ___.... , - 1 7D- 1 75 ", Eff IwN��, I. ��,*AP� n � I '14111, 1 I%S� ", 'I- T .�! I - Il - � 'I' � - --,,�- n* - - 1�� __ _- 1 "R � I , .,.--.-,.- _-. "11111,11 �11'�tliw;__,_ --- _____L_ - - - WA RG� � [ - 9 - I = '. _- 1, I AA R �, - T "" ,.- _1--". .L- _-_z. � - _ftz___-_ Sis . . I eE `,�G4',J F FF�i 11 11",R], wN(3iNNiLr_,RfNi ExNoFqEssl�tl PRODUMT EVALLIATilli REF*oRT SWOMDeF 15.2020 Applilcabou Nuartmur: 17669 I - R2 EX project Number 20-31542 Product Ment fwai All Arreoryeaq Shiii And Glen MIYUJOCUffeifi=833 154 Donna Road West PRIm Beach FL 33409 Poldlio Winne & Desonvii 24pa Galvanized Strek 31im Pane is Laige, Missile Impact Resistant Scope of Evaluation; 111s% pludutl Evaltuation Repoli is biatiry Issued ftl acomdance, wilh the Mmquirevinentil of the FforiAia C*par"nant of Busimeas and Professional Regulation (Fluddis Building Conunissiii Rule Chapter S�1320 3 COS F�A C ' tMr ValswAck, accepte, nzP Den Method INEtj The, profJUCI noted ablyVE inais been 4i ol ,1 "I #vahmisd as suaw.wrized herain As show roirrio6soce with the Florida Buili Code Ga.unth Edmon. l2020� and Is, Im the pimpose triterided at Least squonalEelf to that r"uPi by the, Cma ipp� � _*V �IJPLMDCIL� af fts!tnCdni1 phalt bo rmqts�od haffeWriq Paidinalft Fkm too Efumlifing Code frimilficallons D4 � �Mjmiqin, Subs tantlating Data - A MW.�Ta.lyAW.&'D�19N.Pl.Q�r4yhENLq�, EA draniAnt) #2i 1 1 SABI tilled '24pa G al�a mized Sleet S" Panels tHVHZ & NNonKVRZ)'. zintiels, i-S. mepaled by Enti-e%eirni; F-xitifeus, signed,*, seated by Fwk BennardG, 0 E is a., mmetifar pan offlem EVE34,60on pelpon- . TEE RVEORLS Uniform Watic sft"�uwtlfl perfainicE.-,�0 11 wis been ERsiod! in atic IC,lanciawflith TAS =1 lest MInd3ras � , � lorr M raportis) ANEIT-ASG-17-001 by E04ckwam Testina, InG Large nassfits impaur tesistaric. wilid cy,.,Nt� loading pwi[mmarnw he. becri ulsfetim ocCENTRalmL AT,"$ T AS _V1 and TAS 203 test Slandaids pei ,x-A repovi *8T-A,SG- T 7-001 N finack,vatel TE,sRRj Inc . aTR1lJCTURALENG1[NggB.LN2.gAL�� Shuctural eripineoritki calculations have been propared winch &mluale the pioduck i ofi comparative "d,'or national snallysts to qualify the toinowing deeign mitona I fikoxintup-Allowaftle3pans 2 NfrommimAliowMeSparm 3 JainUIUMDOWSSS-Paration 4 DEVEhm Spacing 1 ED SW i -1 " AvfHoi SUNI C 106, DEERFIELD BEACH, P1,0910A 3.144 2 1 4.54) 154-0650 1 E"45) 396-9991) T!AMgA�l'�61-4i��ll�NTE'��ORE,�$ 4�nll E.&INEmUG�iAR-ts, -am - �, 11. - I - 1-__'=t1 �1 , / I V"", I " I - - _�� j [_ 'I'll I . 1�___�V,��___,_,-_ . �� III 1, - �, - .1 / /I - " I I 1.,::L.6� , ,A__� , _. 1��, - 'J, - ,/ * -;4 9 __ W4 '. -1, �/, �, /' A.'w vir4p, 11.,gi - �,�.L,111111 11T, I 41l x=r_./11& I " - I , � - � � � ,� �! ;"� , rA Y t�- �,=U�,-,�r -, � � : � �$�, "k � -1 - -�; r"', I - IT -, , I - 071 Gz� 1 .1 91mlimmIL 111 11�4"I'i�� !� A-_ I" '' `111111 ""-" n tp I I- � zl�tl `� - L �� A_ ,��L" ,, � CD_m�_ -, , _�� 'LGT7A'",�__, - 14'�Ul �.. 1. - � , - - i - I I 1, 11. .- _V41�" " V,L _' � ' - ', I T�.,.! 11 - � .T ft9f_WY1 - , ;�� " _��x t I tif _- " R, � 11E -, - MA , F 11111�� 111111) ,e , �� - � �� I ,,,, 011", X I/ I ". - , I �!, "I' T, - - - � /z � Z� � ��/ V, I , :L �. I- --L--"V --- L- f, - 1 '�",��1111L �i'!�i i 1! 6 1__r � � � I 1-1.1 1��21 Pimnt��,_ __T, - �TT-'_ -I - _L___,__L ":�i_ - 4 1 , ,. , � - ;7---- F"' ' � ` r , - _�'j � 1 11 , �,,_I, � R C __ -,- LL---' 1,.i- - - !�� - 4 � _-1NEE_PlP�J0 WON PkLr _2 of 2 ArNI isow,nican Shuitcrs and Glass --- 249a Galvanized Sw-0 Storm Rlincis No 33% Encrease In allowable shm has been used m the design of thm product 8,-.pMrsom from Aliez.ingm- Not 1OWled toi mstdilolin% &ULsollL ill Wild zoml 4 and eeaurilJaI TaTALles Impact Resistance; L,apito I mpact ReRimarica has been demuiestraind as am-Wanced al previzosly Iscad test Le-paaw, and Is ainviuriledd to, m the ,lngpneerling desi of thin prOdUll Wind Load Resistance This product has been,designed to lesist vend loads. OF indicated In the span schoduiiets) on the --pective, Product Evaliakon Ommmetill ji a ontilifiefartniq dfa") Installation This pioducl M,kall be Irmstaillied in stact cteriollanae with its fe-spe-clive, Proclud Eoaluai DoWrrhlril� s a u"ineiming &a.mg), Along Ivilti all ( a,Tipononls noted thelein. Pimmxf componerils shall be of the TEEMenai specIffed in that piodtict or tes(Imictive Pnotluct Evaiumnan ccotullitint Ii.fl enighloohnit) drilwui Limitations & CondWons of Use: Lise ul trim product shelf no on 5umpt a"efdance E'ran the teApeitfive Product Evatuahon Docunnaril It 0 anginimMing drawini asnolelf hrrein All supporOM tkasl struchires, shag be decifIrmd W- anNst ao supeomposed loads and shag be *fit matermal Vsled;nt,Nmixc.o)x.t'sK�spectkeanc,,hw--cbedik. HfWsftuchA;scondMoltswW,baTemlacc,tml)pd,,W 0l Thts puKlucla noupecive aTNAIm tciledusa olah be lifMiON"d fs� on a sitn'sileGift IN" by 14 MI.0simod prahassiorw eropmeer AIR complaments which wo pannonem0y irsta0ep Still" he mlei,rlwd lipilinst cronmikIn lonhuninallon arid otherwxh damage at AN times ThEA product has been dessine'd for use winiiii aml mits0a the High Volmlhi Hunicano Zone (Eivii , `Aap4:"c" � P r : AF - �� ",,-, - _. , � � , �_' i . I- ---.. -,!� - I � - i __._�4, � I - - - " - a� ,.t�� , - - !:, , ilho-'o, �1. - ------ ______ Franli, ficanarda VIE - Er4GINEERING EXPRPW M,ri�p4zA,$w I Cal[ �,ao t4t�li� L 160 ,1W IV" AVENuF SUITE 106, DEERPIELO i FLOPIDA 33442 lgrol � 35,1-0660 1 1866) 3q6-99q9 I'v,��,4,ft�GINEER�h�(TExphks�.cot4 E.TII�R,',E��' CUR -"?"A .��.,;, � _ - L . e__�j.�W T— �, _, ), r ., . v�� , r! ,A- , �' , ��. T, - - � 11 �ep +1� = . ...", - 1! - -� - 1. I'l- . - � ,_ ,�, L � T _ ,.�,� �� - , _'.p I """ / I - - ,2i � 4 ? 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I , L___j ,�,� T i� , P ��AE��"i,Tlv.____1i j __"_7_ - �,�@ t - W, I - Y., I 2L- --In 211 I I I L E� , , .- I filvd? - � �",, ,_ ,., - - ;1 .. ,; '' ��, I _� �, 1-1- �14 ,.:�� ! ! il ". �,, - �...., . ��__ � - - _� - ""o Z4 1 - E, 7 - le- _T 14- I I .,I, 11�,,A_Lt , �� - 7� _-� � 9F i e , ir IT o s-rr�,L I " I l� � I '14 m - � 1 _ jl�'j � k � , I Tr 3 � .� I I ��.L� �� II ,'I � M1 " � , � L:,I " � "' � A, If �il' � 11 R , 1Z , - Z /� � I,1 �� , .- r_z�l ,T� / / . R � j I a 7 �_ �_ � , �, - �ERIIAV`r Me,I=A, io i __I1 , - __ - LL .x. 11. _,, .1 I I, " , � �, - " T / I - , A. ��11'� _,L / " k, , ",,�, � --M-31543 1 W �� ,11L" - 41 _- 1111'�.�', 1111 I -- . ,,�!�),�,,, - 1; � I i � I 1 11. / - � I I 11 i ,:17 - - . , L I . - , w� �� / 4, 1 A X _!��11� r 1�12!iLJ) J_,mc,61ktLL&�,_J- .- - - -11 �� - 0:,.' I liiA� ,�y� —111-5 : _! 11� /_/,�Z�,_� �_6 W,11,4___��Iiof - Fr-1. r - j r! �, Amiv'1110 ml 1. Cjj _'__, . :� i L 1 71�� j '40 -"W�-T:c- " w "I T ,r . I �, - , I 1'1� . -, 1.�.,�4 " t4`H�fl� _,� 'W"'! , `j,j 1 1 �jd'� 11V� I'M T I I " ,_�It" , 'on, lox4aa-MITION ,�;.Flr� - � I / �-,��, "; 1, , � , �, ., _1`2!!�� T ,� 11 fNSTALLATJQN__PETAL Q R IS 1U -Z HANQ =_51rQRM -PANEL ,, - - - L5-..P-- _!RM _S _2000__ E - � ... LL 1. 12 101-0 F`01JU_QQ0N,Q�7E= �i1�QNQFEtjE__%_Q9;_K __I�NL) WOOD aj �'Q Q ' R 1'(LU , FY�_ P.-AptED rcow-RIEnk Ill � , ONCIN(71 HNLi"Lii: � - "I :, - - - �4 i r I : L' 1 1 r L ,_ I � I � I , , _I A" IA�_mm - AN"R a `2' UCL 4 I I kEOL104n, � , 1 - LL --I ii I i I 1� .- _4�� I,W� tAII(�nU r � - e A.- - ki;l:,!!,I�� 7,",,� AMSSO'A 4D _'7' f IL I � TTI, �� f" nkn%, 11 z - � � .1 - �" � I :,I 1;: I L�� 1 F � : I I . . � . 1, I " ,,, 2 i L I � . i � : I . T -_ 1101, 'EI, �Gcc IFl, - 'Com 0,%.- -ROM Z Eme or q I I L, I 'L6�� i F L,L ! I I z i 11 1� -_ 9 i I - --, = . ! il ,� I � L �L � I =1m . I i I - i___1 _A:W I , T , ( ) i x �!, ! ... ' L_ � - �1, r a F.D r . . I L �- 1, I - L I kA-r �_ .- - - .... I I - - , , , :: � I t . L I __ ----- �_..i_,�,..A . -_ : IT I r - I I- �I_ I , - - - .__ - ! i I , L , � � I ! L i m L i � j ,,,..�,,�L - - � - . E�_ If- SAN .itT [ [ = A - i oc YJ _ 4 I,_- __.. I-L - : q r A ', 0 �. , -- : S Ra .SLA - , i �, a ,,`,,AP 5 I : - v� 4, E v, 0 q,1IF R A � L! I "', , " WIT ! �1 V I - 3 I Erl M ahme. it I' FjT,� -_ � - Da��iNj ',Tn�` ! � i � ,� - - - -A 7 ... tl��SESRAAIQ� I I a - 01-0 -.I/,, S GtAs S i I Ri � - -, -;,V - I , � -T � - _ F GLASS 4 10 aLo4s, -- .. - - � - L �. MIAGA P'-'T � I I - I , 1 - T P�m T - r �� , _�r L LL . ri. - IK . i __ f - - , w-o- - - -- a -i - - fL -, - - , W-U, il-ARI, - - Is -Azil,,UiR ,,io ! L 1, . &I QW A I � `0 ; PAW. ,mDru 4 � 11�W,' .- - , % o Ei 0 : "I . 4 i m" '* - , - I I PAEalL LENDRI * -, I � - - - �_ - -1 I . - ( I -: -, i - 1� - - � C 1, UIT E I � &-f�-RGIIIINNTT4 � I 1 9 . I rr 1�� GLASS - = i ; , . I I L, - j - 504% tW'-20,r2' -I,- I - I --11 to 4 1 - WR, R-1-1 5EF."1101 I! In plas$ � - ,I t - 1, I , �, , 11 i ��4 I TH �ox I 0� �L- ; % � ; I , 11� "ITIII-11 - �� - ry T`GlmRas___W* It I � . % 1 �i � b 1 . I - - , - I � I ! 11-1 -, -,. I 14", J! 11 . i I � I � -.-- - - , - - - � ,� I � - �__ I I I T � . . ---A - - 11 R i T", I-- 4 - LTA� I I 9� - " 70MNA� � ; i - , __ 7� 11'4�1 I '11, I � - �Vi 7 � - I - r ,, ! - �,-V. � 1-Ill, ANUMOR � �' _. - I , I � I 'go I 1� � .1 I I/ --A ,,Rlc�� i I - , - ;7� 2 2*�_ *ixr ANGOOR. �, __ i _,�W�)Ir,� � 70NI�IA11 Tik=iTZA I � . I �,�, I I r REQUIRECI -ECAJIRF�'! WALLAWATIK W1A-L==mQVN11NrA aEC1&NN_f1__! ALUSmnV_k_L;1jm ';-ALE 7/lrg�i' SCfij__ 3�111_ �,,,�,:,,,',"'�''�,'�"7��',�','�l""�'�, . � : /,�`- Nli I . . ......... � ---""""","",-"",-"-"-",",-,-""""'"'" . . . ...... . ....... . ..... . ',", i I * . � PAN-- 1_1`,CJ t I' I INSTAL J�ATION ARL OML 'I, ,AL�D FOR NA)l A'S (I 06�sl GN I L PRi fL4fo�6 .,` 40�O ,�jf ANZ 8".C11 ... MiA , I _:�= � PA.NEL LENG-TH I - 00 ?!, n%,, Z. FI)R KW A D FRAME CIGNSTRurr"10 I mCICGUVS T i EM, 19IN"[FIN rliTji. AT- '! ,�� , ii �, , - I I DEW-ITY QF 0 s� WILD I L----.,- - -� ...... __ ____________ �______ - - . ,.\ 1, ALL AMERICAN SHU17ERS AND GLAb-,S � 24ga GALVANIZED STEEL ST ORM PANELS (HVHZ & NOWHVHZ),I� A. __ , _. . - - - __ __ ;�, NIDTli 0441"7ET., - �MeRD To PA,w-+ spAro T-Cf, M(?LNT (TTONN- TInt- TYPE b�s W_-Q-0) , \ SE _1704 OPTICANAL 4�20 1711CH - - . 'ioe- SOL�S WITH WASH EMCD I st PE .'sU i F,V-TENM 64 I � / OVERLAPS V NIL W.PAN fa_,r: -�� - I " APPROMATEAVAN cAALFj W� . ? 11 H �0 � I � , 1' I AT AN vltv� � � � I I, / 1j., ts F - — ----- . __ ____ ____T11 'R 4.A, .J& � I E-PIC, iSs, _�, 2 - - - 6� � . i I ;," , , I � I � 'L, I � d1111111 I l+tj' i . � I — � ) ( I 2 PCjTrrMMl`Uhff / I X" � � i 11, , __ - - ,� I� RE01011 - - MAY es A r __ �1 6.S017rM (_1_'N TYPICAL 'VERTICAL MOUNT ELEVATION �� 11 T l ELIEVATT-DN POP MOUNT (CCNM TV Pi Lm,lM I KETVJ , , GLPAN ASCIVE \__ Toe-7RUCTION � � I � I I " ! .� � -- DOTTOM CUNT ,-- , ,�p IC111iE4T1*`1 ,ig � . kS 9_1Q_L`) z i, �y r m - --- ;, t ,g . � 'I � _ -- - ------ 010�7,RV ln)N fj 'j V � � __ ---- � I 0"JA 014 J�J,,11 I ,4:�',� i . � . 0 ' - 1, �' P,:r? ,,�� ,,I�r��Ia',NT ,CTOI jr,ji, 1 A � 1 . ff 5 PFQ'I)) � , I I . I] ]l '�,, , ��_ r - - " __ -, _11� I � .---.---- L,,,m, 7 � tspAm EELOW &07r':)M MOUNT ECOA;�-�11 T 1) EEFE AS RDS L I:;A5TIW1_TjQI4) �._ - I'll-, - \ � i IIANELA, MAY BE NOTrIlEc, Aj, REQ 17-TECIN1101T x,1_z(I �qTTTCH , "WEep TfloT &XTS Wind INASHNSTED � RSTEN I %NING ,krim F, I EDO 0E_MtAR9 4 PjD1,PMA ILS - , , I ANOORRIAEF SPAIN TARLL'l A W_ 14 M ARE t,12? rlkz-, 'T" I SWNS Atia,11 & SE L0vcS",,i lmO lo" - __ __ VERTICAL MOUNT ELEVATION 4Z (NOTCHED PANELSJ__ __ - — "ilv N TST ELFIIAITC-1 ALLOWABLE PANEL SPAN & GLA5` - - - .1 4 - 24 � UGF 1ADE1_ � - - - -- - .1 l"R. ". 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S H 1 .5 --I FOLD UP WEA,rHER RESISTIVE BARRIER & A TEMPORARI WEATHER n IVE V WINDOW UNIT U I R E M E_ ILY S�ECURE BARRIER F LAS H I 1N`G rh E U DOOR ROUGII I WEATHER SLOPE 7 RESISITIVE Cf) 0.3 in -. 12.0 in R703.1 General Exterior wallls sha�i provide the building with a weather-res�stant exterior wall envelope. The exterior wafl envelope shall BARRIER 'WOOD FRAME CONSTR. > 0 =3 "TAPE. EXTERIOR SELF -ADHERED FLASHING'-,,.1,=,-, 31114""I'LIFAID OF CONSTIR (0. 6 cm : 30.5 cm) include flashing a. be�,,l ir, Sect on R 703A ---------- ).11" SHEATHING BY LAPPiNG DOWN ADHESIVE TO BE ANPLIEDUNUEI SELF -ADHERED FLASHING R11% TI11RESHOLD OF D()!0R AND (D 0 OVIIIR R111M JOIST AND UP (2) 01 WALL BY 6 IN. :Z,, ts the accun,�Ljlatir,�x'ii ofwater, RE rURN ILIP JAIMB 6`_ USE LIQUID R703. 1.1 Water res�stalnc��?, 11ie lexter�or wall envelope s.,iall be des gried arid constructed in a mannier that preveI l NAIL BRAND OR FWAI WEA1 HEP EXTERIOR within the wall assernbIly by, prc a water -resistant barrier behind the exterior cladding as required by Section R703.2 and a rneans of PROOF CAULKING C!E: MT. FIN, draining to 'he extel�or,,,vater :1 -latrates the exterior cladding. CV WEATHER SELF-ADHEIRIED FLASHiNG BUILDING PAPER RESISITIVE 70 -0 BARRI'L713 C) 0 SlEAL TOPS OF JOATS-_ WIRE LATH R703-2 Water-resis*ive ban iui i�i of No. 15 asphalt felt, :-)rn holes and breaKs, complying with ASTIVii D226 for Two f It or other e UNDER DECKING SUBFLOOR approved waU-, e-sistive batriet shai. Lt.; applied over studs o.r of ail exterior walls No. 15 asphalt felt shall be applied horizontally, (SEE DETAIL WP07) 0 SELF-ADHEERED FLASHING with the upper or lapped over the lol0leer layer not less than 2 --s- Where joi its occur, felt shall be lapped not less than 6 inches. Other ICU 4 --- J 0 approved mat,��: shall be Insta�led in accordance with the vvafie- r-sistive barrier manufacturer's insta�lation instructions. The No, 15 asphalt (Z C:) > HEAD FLASHING TIE4N INSTRUXTION& felt or other appr(:n4�ed vvater-reslstv've barrier mater:�@i shall be continUOUS tLC the top of wells and teri rIlriated at penetrations and build�nig E w RIM JOIST 1� Gut, fold up & temporarily secure weaffiler CL) res�stive barrierabove header to allb,�N,i ft�ir appendages iri a n"i��,irrner to rrieet the requirements of th!e exteriorwal' envelope as described in; Section THESE DETAI LS ARE GENERIC AND 4_2 flashing installation 410 U) ,MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head fashilng under AND WATERPROOFING METHODS TO weather re5isfive barrier R703-7,3 Water -resistive barriers 11,J1- barric',,i ---;he ne installed as required in Section R703.2 and, where applied over vvoodl),Sse'�J heathing, shall include a water-resi -r vrith a performance at least equivalent to two layers of Grade D paper� The BE USED. 3. Fold weather resistive barrier back over head S 7 E � �f M � - �, _�! E -iy flashing (installed in flashing and vvdth tape 2) U2) individual '-ve-s shall be installed -,,,ntly such thai layer provides a separate Continuous plane and ar accordarr--- with Section R703.4) inte-mu U o drain to the wate -esistive barrier is directed bet-ween, the layers. it e- SELF-ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Exception: I.Nhere the �-Aiaterresistive barrier that is applied over wood -based shea.h!_�-_q has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER wpol EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT. Fil"IISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an interven0g, substantially layer or ;designed drainage space. rvIECHANk LY FASTEN IF RUBBERIZED ASF1l-iALT" EXTERIOR SHFATHINC, -7 NEEDED 1' CORNERS RUBBERr/_ED ADHESWE EX 11: F� �()144 8111 EATHIN43 3/4"-V'BEAD OF CONSTR INSTAL' ��ELFAi,)HEREI) ASPHALT ADHESIVE THROUGH S�ELF-ADHERED ADHESIVE TO RE APPUEI' L044)ER - F LASHING jAME t, HEAD R703.4 Flashing Approved iTreta' flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 4 3M" CEMENT - I I 11, A5L1I F-' SELF -ADHERED FLASHING -fashion or In accordance with *!,a MarUfaCtUrer's instructIons, Metal flashing shall be corrosion resistant. Fhjid-2pplied rinembraries THRESHOLD OF DOOR ANI) FLASHING JRN PLASTER FLANGED SrND0VV shingle UPJAMB 6'. UIDE LIQUID NAIL 9 IIAND 12 MIL DPYLOK CMU - MASSONRY BLOCK OR EQUAL WEATHER PROOF CAULKINIC, iSEE DETAIL WPO 1) used as flashing shall be applied In accordance w th the rnanuf cturer's nstructions. All flashing shall be applied it) a manner to prevent the a EXTREME REFER TO TECHNICAL -j! - - SCORED ural framing clornpo - ent entry of water into the wall cavity or penetration of water to the bulk ii struct FCK Es� LETTER ON CHEMICAL ER 'Ov NDOW COMPATIBILITY RELEASE PAP -anes used as fl-sh.nq shall comply with AW-0A -1. All exterior fenestration products shall be sealed at 'the juncture with Self -adhered rnembi FASTENER F - �� <0 SELF -ADHERED FLASHING SELFADFIERED FLASHING, 1414<11. SCORE the building wall with a sealant cornplying with AANIA 80D or AST, 0 Class 25 Grade NS or greater for proper joint expansion and 1)SEA_44jT AT L_' ELEASE PAPER TO EXPOSE NIMLIM 6' AD IES_WE AS SHCWN) I Go T 4) SEALANTJOINT 'K I EXTEND A Mi -tion, AS her approved Stan as appropriate for the type of sealant. Fluid -applied membranes used as WINDOW BLY 0 ntrac NIC1281,AAMA812,or OUTSIDE EDGE OF VERTICALLY FROM MASONRY -n -ior wall finish, Approved fl�ashings WINDOW BU Tiplv with AAMA 714, The fla all tend to the surrace, o�r tI e extei CK m BOTTOM OF flashing In exte nor v�ra: �s shall cor ex' THRESHOLD 2) SEALANT JOPQ I shall be installiad at the fUl�oviing locat ons INSIDE EDGE l- 5) SENLANT FROM WINDOW FRAME WINDOW BUC Ing "N' ArROSS V41NDOW BUCK � 0, SECTION -A (SEE DETAIL WP02)--,, oi, openings, ig at eyrte6os- AND EXTEND TO _W1IiN I I Exte I$ar �4vindovv and do Flash�j! window and door openings Shat' extend to the �surface of the q, 703,' �4ASONRY DOW FRAME ATT finish or to thewater-res'st've bariler, corriplyingwrth Secticin 2 for subsequent dra nage Mechanically attached flexible flashirigs ACHED SELF -ADHERED FLAS PER CODE Shall comply w,ith AANIA 712. Fiashiri� a 6) TOOLED SEALANT REQUIREhAIIENTS ,I 3t exterior window and door openings shall be nst 'led in accordance with one or more of the BEAD BRIDGING 2) following: CLADDING AND WINDOW r; 'I FRAME SELF -ADHERED FLASHING 1.1 The fenestration m� - E �-cturer's installation and flashing instructions. Or ff s not addressed in the fenestration 3) SEALANT WINDOW FRAME T NAILING'FLANGE VIANDOW BUCK ALL THE WAY manufacturer's instructions- in accorcance with th 4 e f`asshing manufacturer's insk.- cii0l Where flashing Instructions or details are NCLUDINO SILL. AROUND, I Q� -Qvide -sh rq- - ar be installed at the sdi of exterior vvindow and door openingEl. Pan flashing Shall bes�ealed or not pi 0,panfla 1--i-h t �2, SEAL TOPS OF JO 00 NOT FLASH OVER UNDER DEE KING ISTS > 6 sioped �n such a mannef as to direct water to the sijrface of the exterior wall finish or to the water resistive barrier for subsequent 0 di'ainage Openings using. pan fiashOg shall incorporate flashing or rotection at the head andsiledes, ILING (SEE DETAIL WP07) 7 p 8 TTQ%I NAILING (2 FLANGE 12 1 .2. In accordlarilce vifth the flastilng design or method of a registered desi( n professlorla�: "1.3 13. In other approved methods, SCS 106 05 CNIU INSTALLATION 6 PO�INT BUCK AND SELF -ADHERED FLASHING SELF-AD�-IEDRED FLASHING SELF -ADHERED FLASHING In accordance �%dth FMA!AAMA 100. FMAj AAMA 200, FN-1A/WDN1A 250, FMA'AANIA! WDMA 300 oir FrVIA)AAMAWI)MA 400. 1A I",.,',.NESTRATION lNSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WPU'5 I �',JISIDE CORNER WPM 2� 2,At the intersection of chimneys or other masonry construction with frarne or stucco walls, with projecting lips on both sides Linder stucco copings __W] Ground 3. 3.Under and at the ends of masonry, wood or rretal copings arid sills. kA N 4. 4.Con.tinuously above all projecting wood trim. SHEATHING Aw - 5. E - Wh e re ex te ri o I- porc hes, d ecks o r sta irs a t ta ch to a wa I c, r f loor as s e r�i b I y of vvn od-fra me con structi on . 2023 � 17� A 6.6�At v,,ah 3nd roof intersections, Water Resistant Barner 7.7�At built-�n gutters. < Virtual R e JAMB, SILL AND HEAL)DETAII 11 "?vif?w A sist, inc. Lath APPROVED SHEATHING SELF -ADHERED FLASHING V 'W "PlOe T andi Sheathing THESE DETAILS ARE GENERIC AND MEAN 10 SH0\I%1 (IF NEIRAL ?Ppro�e� APPROVED H01JSFWFtAP 7 PATCH P i'a Ln Ci; with th ILI 2 STRUCTALATH TWIN TRACK Z5 '4y Oebra An,,, OFBC7h 1-HIC)OS TO BE USED. n1a stucco 3/4" CEMENT PLASTER NN FLASHING AND WATERPROOFING ME t Editio,7 PX2300 A 7", 12 MIL (min) DRYLOK EXTREME A APPROVED FLASHING TAPE ,/DOUBLE A q i4 "V` SEALANT SOCKET NTH JOIST 7/8" Cement Plaster TOOLED APPROVED SEALANT WO \7ZSINGLE QD BEAM �n accordance with 7/8"Cement Plastef -4 JOIST IELOW SELF -ADHERED FLASHING Foundation Wadi -d a rice with I.% 31MC926 in accoi V, 4 -26 SELF -ADHERED FLASHII,0 i AST��IC9 A A d rnet&I . ... . ...... Feft backed F�elt b,�.-'Icke lathe:in accordance 3 PA I �J SLLF-ADHERED SELF -ADHERED 4 with AS"T"MC1063 lathe in -M("'1(63 FLASHING FLASHING with AS1 Building Paper (5 Building Pa er per //16" O�S. B_ 16- O�S�B. X. r Cn i sheathinu ! i 6. - - a ��_ SCS 06 02 WINDOW FIN INTERFACE WITH SELF SHING sheathing -ADHERED FLA SELF -ADHERED FLASHING FOUNDATION WEEP SCREED \A/P08 EXTRUDED SHOULDER DECK JOIST WP07 OUTSIDF (',ORNER W IF W P09 F ashing r W e�) Su�eed e Installed AS Per ID 2x FRAMEWALL-__,_, FA Mat act. Specs. Z03`ELF-ArU`HE"ED FLASHING 811TdP!1 10F: SAF LEGEND 0 411111011-0 Maintain btaillpede or skrIilar SELrADHEREO FLASHING (W) PRODUCTS Ur"NETAILS TILE FINISH Botto�n of cauk bottorn DRAINAGE PLAINE WRR DRA�NAGE PLANE (DP) WEATHER RE515TANT Weep Screed joint only BARRIER MRB! I BOND BREAK WEATHER RESISTANT BARRIER 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHINFD� _13-11"ILY-30 ----,BOND BREAK WRB Weep Screed !/f-" DUROCK - > SELF FURRING -'SF', LATH Above oo Cn PLASTERACCESa Y Tistalled As Pei - PER THE FBC RESIDENTIAL 7TH EDITION (2020) Sheathing SHEATHING, �OSB% PL'YWOOD, DENSGLASS Z SF LATH Manufact. Specs. 1*4" PER PLAN > Detail Instnictions WRAP DP WRB ONTO Refer to the numbet n,iarked a V-0 PER PLAN THE VIERTICAI: /2" Cernetlfitious 0 # in each detail that corresponds to, the J, I "so e Cement Plaster Decorative SURFACE TOT0;POF numbereld iterns in the list of instructions below,. I > FLANGE AS AN AIR in accord,anc:e! BARRIER wi th ASTI'd 9 2 (5" 1 Ali Inskie and SLOPE 12"tNCH FLANGE over woo 1� Install self -adhered flashing in order as shown by numbers d 21ru. outside corneI inih floor 81, CMU 2. Install flashing and weather res�stive barrier to form water shedding need to be Tniter < 4" OR 8" CMU laps .4, cut and caulked all N EPT1I)-----____� 3. Seif-adhered flashing can be substituted for building paper (PER SEAT D 4�1 butt joints need to C) Z Z ;> --srRI-RCTURAL FRAMING `4 becaulked using (Split release on demand, < I,- r - __J CIL STRUCTURAL SHEATHING 11 Stampede or sim. _0 4. Split the release paper using the p 11 , FILL WITH -1301 rr embedded in the adhesive layer) - for ease of installation and to THIS GAP �S A RESULT OF 0 Lu LU PLASTER STOP % caulk for all minimize scoring,cluts '.A , %. NATURAL SHRINKAGE STRIPOFSAF a - DO NOT SEAL. 5� Remove all release paper per standard installation Instructions and F_ DRAINAGE PLANE WRB U) _-CNT1f1U0lJS EJACI-7777! LLJ adhere to SUbstratieusing! a siquare piece �of flastrling material (6" x 6" ROD V131-ALANT a�WP Q _�J I KIER F1 IP SGREED PLASTIC in, I _,,-BOND BREAK WIRS ACCESSORY "'55":0 01 MInIMUrtl) SLOPED:MLID BED 6� Fold as shown b� a rrows -77 7= SF LATI-m U) LU 4 LU 7. Angle of comer ri,�ay vary, ad'ust folding of the flashing accordingly 0 fit tight to corner VINYL SHOWER PAN 1 1 __ - - i- I J_ A 4 . Note: S. Mechanic -ally fasten as necessary --- --- The building paper and metal lath must biG UJI Cerrient installed over the top of the weep screed - A PLAS ST JF Plaster A 4 -170111FTINUCIW; BACA<PP ROD over block, SEALANT 1 St f loor Z ('fJli1ENTlTl0(G FINISH _41, L LL 7 SHEET NO. SHOWER SEAT c-OFFIT/CANTILEVER \A/P1 0 WEEP SCREED DETA.1-L WP 11 W T NOT TO SCALE SCALE WP1.0