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1? i _ jIff FtECEIVE"d AUU 18 2022 rJ ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD 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 CONIC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FIG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS - GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATiON INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: oA = STAIR CALL OUT O = FOOTING CALL OUT - SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT CDPRE -CAST LINTEL CALL OUT -SEE LENTEL SCHEDULE LEDGER CALL OUT - LEDGER SCHEDULE SEE 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 SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC - VACUUP4 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 HEIGHT OF STEP DOWN 7'saw-r CD STEP DOWN CALLOUT ARROW SHOWS 4_ -DIRECTION OF VIEW 1 -ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <- ELEV NUMBER 4 <A1 5 2 SHEET NUMBER <__ ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER A13E--- —SHEET NUMBER 1 INT ELEV NUMBER -ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER — ARROW SHOWS DIRECTION OF CUT 1 A11 --SECTION NUMBER SHEET NUMBER --- LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ 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.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N NARsm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS COVER SHEET Al FOUNDATION PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE A2 1ST AND 2ND FLOOR PLAN 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 A4 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 4.0 PLAN REVISIONS A5 EXTERIOR ELEVATIONS & ROOF PLAN 5.0 PERMIT COMMENT REVISION A6 A7 1ST & 2ND FLOOR ELECTRICAL PLAN INTERIOR ELEVATIONS 6.0 TYPICAL TRUSS CONNECTOR REVISION SNO STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE SN1 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS S3M/S S4 FOUNDATION DETAILS FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS v\/ ,tw ,'SS L !^ Jirtua� ► ,, Plans IN IIdC:� for COn�p 11Depra �,nrl�: K� Edition by U� 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. N N 0 j•' �...J� ',,...t co .}�.. M) Go E + - •i w �* -. O w z K E ^V) > 0 K o N di M N � ��� d N Vco 6-- U �._ 0-8 a Q .N V w Qa 7a) &. cc)E M C V C; ~ a W 0 LLj vi w p I- oQaW W Q ¢LU w_�z�OO ¢�oFJ_�wogotRoomoz cxzp0 omoh LL O OWa_ZwU LU �5 owQ0 OZUWFozam<W LL mw<000 ow O p o4ZU ILLQ O Q LL L- N O O N OW 1-4 Lf) _ NO O �M Q J LP) 7— Ln ' � W LP) Z I— Z W �� d' N N 0 N O N 0 0 L6 cy)O co 0o w N 0 0 N O N O N O N O N O N 0 N CV m N m O O r- O r- 6 OL N el M N 1 0 1 � 0 O 0 O 0 O O .- N O O i �-- O N O C,51,41 O O Ln O f0 O ti Z Z 00 � ° � owe LU D O 0 WW2 -0 Z ZW~¢ < ~mOZ r� z w 'Q mzw T-I n_ ZZ N W I� O_j¢ gz �0) Zo zOp t—I Z U v g o0 W tr Q z w -ii N LAST PLOT DATE >N Jun. 17, 22 z COVER SHEET _ _ __ __ _._..�. .. ..., ... ,. ..._.. rrcxi n•v: •ewe �#e�4i� � ,'.. NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 0 Lo _ ii M 9 H 0 S3 A7 a- 12 ELEV - 0'-3 1/2" 30'-0" 6' X 3' 1 5'-4" 1 T-4" T-4" 3r_2" 5'-2" 1 5'-01r C 1 2' 0" 1 1 1 HB Q a Q a 4 1 a A I 2 1 I B 1 I � d I g I - 1 � I 1 0 N I I N 1 I 4 I r rr 1 11 -2 11'-7" 6 7'-3" SINK 1 LAV CJ -- — - - — — — — — — — — — — — — — — — — — — — — — — — 4 �I rl - - a I O II 1 6 II LL I w'T o I °D 15'-3 3/8" 5 I I 5'-3 1/2" j _ cc D I u' d \` S3 D iAll � o I 4 M 10'-8" 10" I 10 II II � II II i ELEV. I 1 II v (') 0'- Orr 11 =LL U III ICJ f-- : oo J_l — _ a 1V 2r_ " ^CC `r° Wi I I I S3 j B 9'-10 7/8" I —Ci D 1 Ili = = M II U ----------- I LLB 1 I B J0r0 Ing 03 DO I cl 1 T 1 3r_1rr 3r_5rr 61 IO D D IO 1 d Q A 1 16'-0" rr 10 1'-10" 1 T-4" 1'-4" 21'-4" 8r_8" 1 30'-0" FOUNDATION PLAN - ELEVATION B 1 /411 = 11-011 ELEV - 0'-3 1/2" _U_ U H -obo v "v 0 v b v 0 ;t 0 Z%) ELEV. AT 0'-0" (8" MIN. ABV. GRADE) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB © = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5o SINK - KITCHEN REF WASHER 8� W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING �A THICKEN EDGE 8" x 8" DP (1) #5 CONT. MONO FTG 20 x 20,DP (3) #5s CONT. PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY @D MONO FTG 16" x 12" DP (2) #5s CONT. AUG 0 r• plans � •�� ;v0 for Con �ptta%'� Edition by DepraK�..,,, cv 4 ar �'���� a^a J , tip` • . -'� � c 00 y t ' may, r O w 0 z Q E o � cory V) V -0 -0 c v co A� J_ L M 2 O rnr U < • V) w Q_ — C L 0E04 M W Q 0 c w LL. W Q q U Q=2J<O�w"), 300 JO °x zwLLOz20°F_ 00 �0Z ()090 Qa00m0Z U v0iWajwwF-v5 fo:¢p -J 0. Q�5< WHO-WWp2U°¢ OW z d ° =O °Q LL Q w O O cV O W � � O "0O 7 rn C ~ Q tn- 11) CL J 2: ((n LL h Haam�' O z H z� w Jo kD N O N O i N O O WOOc° c- co s— c— T- O N N O CN CN O N O N O N O N N O N O N N N C6 O O O QO O cV � M N 4 0 � 0 6 0 & 0 O O �- N O O L r- O "1 C) M 0 '41 0 U.)l 0 (61 0 r-- V M Z Z O w owW Cy) �o�a °zX�W Of LLI LO z ~'mOZ 2 � =I- =Z 2D Z J Q Zw ,—I Z Z w O-1}N IT-- ¢z �Z o • � Z g U U a 0 0 m z Z J wm N LAST PLOT DATE > Jun. 17, 22 Z 0 FOUNDATION PLAN B J Ij Imo' 1'I ;' U "I'll 11ww,11 1 I I Q 11 1 111 1 1 1 _ I Ih' I ' 11 I LINE OF ROOF NOTE: ABOVE SEE . - <9 CONC. PAD DETAILS A7 tHB 00 I FAMILY ROOM r'� 17'-11" X 13'-3" I ' 8'-8" CLG I o T 7 5/8" 2'-4 3/4" V-11" T-1" 61_9" 4" - V-11" T-84'-8" 1 CV B 6" PLUMBING Q 2X4 KNEE I S6 STACK WALL N WALL, TOP °0 AT 34 1/2" 1 ARP - REF TILE I I 0 0 � KITCHEN DW1 14'-1" X 9'-6" -� /� SINK W/ - 8'-8" CLG / 3 \ DISPOSAL J S6 DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 1 ►13 ►♦�I D. SH ME i!i r N 01I Q 103 PRO CTIVE ►♦ . • -LARD �-20 MIN FIRE RATED DOOR W/ WEATHER STRIP 4" INSULATED BRG WALL ^CC S3 TWO CAR GARAGE 20'-0" X 20'-1" D S3 LINE OF GARAGE IN_ OPEN POSTION I I I I I � I � I 16070 LINE OF STRUCTURE ABOVE 2'-8" 16'-0" - -- 21'-4" _ I 30'-0" �— FIRST FLOOR PLAN B 1 /411 = 1'-011 7 5/8" CV N R&S 2668 OWNER'S BATH V-8 7/8" 5'-4" 4' 6 FLR `' - A7 B LINE W.I.C. U - - S6 co I •rs � � o a-„ o v S & R M 'n b �-- N — R & S ---- -- (2) 2068 BF _ BEDROOM #2 J 10'-11" X 10'-0" S68'-0" CLG , 00 0 tirn N� w M U = w o 2'-10 3/8" 2'-10 1/2- 4" V-3 1 /2" F LBATH #2 7 A7 R&S ^3 A3 :!t (2) 2068 BF O N �00 m00 w� _Q TIE BM AT 8'-8" IN m00 w 1- Q BEDROOM #3 10'-0" X 11'-1" 8'-0" CLG NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL • CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 47) 30'-0" TOP AT 18'-0" ._ _. �o 2T-1 1 /4" T-10 3/4" O0 9 Zo - - DRAIN i SH 25 Q SHWR HD HD AT T-3" - & VALVE EGRESS 4 16" OP SH I �* 2068 BF I O I CVEL W w U I in o S OWNER'SUITE N 14'-7" X 12'-8" I m _ 8'-0" CLG 1 v TB _ r WATER I CLO ET I v iv CV � P N 04 f 1 LOFT I 14'-7" X 9'-1" I CD M AHU 8'-0" CLG I In N� A/C RETURN j NDER DOOR I = _ 1 _ S2 A3 I 3'-4" ill, 2'-11" -2" 4'-10" 3'-8" Ij, 4'-115/8" M 2668 c W/S AT \6" 60" AFF A 4" DN 71N22"x36" I -- - o ATTIC UTIL TY 2868 1__ -16 42" H. M 8" ACCESS Uj 6 L 15 LOW N FRAME — - w ¢ J - - 14 WALL WALL / U ' / W CL ----U__-` ^A7 8 D _ LOP D DRYER-- 2668 VENT R&S (2) 2068 BF 00 N (4) 12" DP SH TYP. BEDROOM #4 9'-10" X 9'-11" 8'-0" CLG /ram � \l SH 25 / SH 25 HD AT T-2" HD AT T-2" EGRESS 5'-4 3/4" EGRESS_ 10'-8 1/2" o SECOND FLOOR PLAN B 1 /4„ = 1'-011 LE WALL 5-2 3/4" SH1/2 34 HD AT 7'-3" 8" ~ RAME WALL I I 14'-4" 4-4- 8'-8" I 9 W GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 450 UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 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 p = FILLED CELL W/(2) #5 VERTICAL 0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) El STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SO FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) h� AUG 0 3 2011 inc. .d N .v�71'. Plans R ,��'0: I ' l for Con piai ic;a "N. L1 ► t;;00 KI Edition by Deora H,nriu D . ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY INTERIOR END AREA (ft)2 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 N O N c (• Or Co U*) F" ,`" , 0,5 w 0 S 4 ^1 r f A w 0 Q W C CD `? U _ to mN v c t o C z, 0 2 S O w a� �N w O^N � u C N s` o F M ^°ate W F- (' O~wJw0 LO �3t LLOwVO-jOwJoU O��z Ozg f-_ Q< — 0 wOOMgz C) � O0wwM5 U wwV5(rw<:1 O Z �¢Qpw 6zwzOw<C,0 IL pW �F-� mow° O p pQZ U_ O I- a W a 0 O 0 E- V) t\ Q V M Ln YELL o~C a � M z�� W J 00 N N 0 N 0 CV 0 0 M CD o0 00 O O o r' N N N N 0 o 0 0 0 0 0 N N N N N N N N O O CO N M N N q o � 0 CA 0 O O O N 0 0 0 0 ' 0 r O O O O O O r CN M IT u7 CO I r - Z Z /Y1 (n O K% owu_> O g_WR� o 0) O Q �o�a ~ OWWM z zw�_w IY � F-moZ I— �Z J M i'�zwzz rl � N W O:52z 00 U �ZU) ZT__q M Q O • ct Z U OV d 0 �-rn Q z A2 w w J W N N LAST PLOT DATE Jun. 17, 22 z Q 1 ST & 2ND FLOOR j PLAN B mmm=YNlI_. 11UUUu..uyw:'-- i U. i ...... -LA . ., N ,- ,.L- -.., . _ _ W . 1, ,,,., .. 1 1. „ — A3 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. i 42" H. SLOPED LOW WALL ------------ SEE SHEET ST FOR STAIR DETAILS i i LANDING I STAIR SECTION 1 /211 = 1'-0" LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 2 SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 (3) 2X12 STRINGERS HEADROOM IN STAIRWAY ISEE SHEET ST TO BE 6'-8" IN ACCORDANCE IFOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" RISERS CUT FROM ---- Ix --- 1x MATERIAL iD TREADS CUT FROM 2x MATERIAL - STAIR DETAIL 1 /4„ = 1'-011 (3) 2x12 STRINGER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD�RR (1�DS STRAP EACH SIDE) CENT NAILS AND (8) 1/4 X 2-1 4 TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN - & -'' .41 & A •� -i -•4 �i-2 ♦ 0. 9 ' -� -� NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. AUG 0 3 2022 �N La.� Jirtu�; �� IF ':� fir_-,. —1d ; plans Pr�v for con piai iuc %N,, Edition by Deord W,nn KID.,°;, N 00 Z 17 Q w 0 z E C) (^ d a 04 (AM'ii V) V -0-0- _ M r /I Y/ � 0 2 u-' OQQ jjL�� VJ O LL N Q UpR .—.� , ^N V w a?N c W w w w wW~ wg� wgyzw Z Q H w°--j,,o3a0LL0ow-10 0(nm 0 0E00m0zz�0 0 d cn�4a�inww�v��,4pwm 0 Z LL �Q�0M96ZOwUpa Q QOLL Q OI-O Owen aZ� Qw O O f"V OW � = O ��-+��p0 a�Ln ��L� �aaa Ln zla—00 w w Jo J N N O N O i O 0 00 r r r N N N N 0 N 0 N o N a N o N 0 N 0 N N O O O O w O cV r M o 4 0 0 0 0 O r O r N o �- O N � r r1 0 N 0 M 0 I d' I 0 V7 0 I Co. 0 p- cr 00 Z Z z O V`J wwu) Q ~ail LO-0 z zw�w qr� < =moz �zw Q 0 z w Z Z LL 00 Z �Z • Z �d0 U a 00 0 m Z Z w J Uj N 0) N LAST PLOT DATE Jun. 17, 22 Z 0 J DETAILS O N 0 v g M V-11 1/4" 26-0" SECOND FLOOR - FLOOR FRAMING PLAN 1 /4It = 1'-011 2'-0 3/4" N 0 N (V 0 C 0 SECOND FLOOR - ROOF FRAMING PLAN 1 /4" = 1'-0" pug p 2u2Z \v/1, y14, 1 JOT ^��r.�,neorC,4 FditiOn by REFER TO ENG. PACK FOR CONNECTION REFER TO ENG. PACK FOR CONNECTION CJ5 q X CJ1U V-0 5/16"'t,-�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e FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1 /2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 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-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an [BCDL dditional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE CLL = 40 PSF CDL = 10 PSF = 5 PSF OTAL = 55 PSF NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES Labeled End Mark HANGER CHART d = HUS 26 (SIMPSON) d = LUS 24 (SIMPSON) A k = HHUS 46 (SIMPSON) J L = THA 422 (SIMPSON) HEEL= 4-1/16" PLUMB CUT THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS DOCUMENT. ATTENTION! 30' Soanlorless DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 60 degrees or less 3a to i 112 I fine span aW... '1 Te line I' apa^ epixox. 1 REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY DESCRIPTION INIT. DATE BASE LOAD JMD 07/01/15 LC7,EXTENDED FT3A JMD 08/07/15 ADD FT7 JRH 10/21/16 LC9 JTH 12l1/17 ERB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 REV. FLOOR BRG. JRH 3/,V2020 REV. FLOOR SPLICING JRH 8/6/2020 UPDATED FOR LCA SHM 1/15/2021 1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONE; (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :VARIOUS MODEL :1873 AMERICAN DREAM/1 CCA PROJ/MODEL/ALT .7A2 1871B ALT DESC: OTC LOT BLOCK (77GNER PAGE .JMD DATE 077 01 2015 LAN# SCALE .N319839L 1 4" "=1' N N CD 00 1 • LO T 1 o: z s x w w 0 z a ^, � E W L. -C 00 ^ a CM CN N V � -o f 2 M A, o t a W U o O M 8 9 'N t U6"'-� +, u W QN ; a)` o E i P) l� a LIJW �/ rLU^ Wr, 0 Ld C6 w0I— wllo- <g- wgYzof Z _j 0� W (D 4 v Q= tnU_U000, JO =d0 Zt�i t_ Z 0=HQ NWWu9IoZoWo�mz= U d (n Z �Oa0ZYeaz �0W0�a aDuai��EQ..�_gZogU�¢ LIL.OQ 0 =O OQQ¢Q,Q U. N O W >�o �4 ,14 "0 C:, C)I� a � Ln � CLej -I-I W Z � F— w N N O N O I CV O 0 m •— o ao 0 0 o r- O O N O N O N O N O N O N N CV N O' o O O ob N Cy')N 0 0 0 0 0 0 0 ' LOV- •L � � 1 C) C,4.1 C) Co. 0 II 0 Lo 0 1 CO 1 0 ti Cr 00 co Z z LD W UjW O� O-0 � �o�o Oo�a .� Z ZW~a Q:5 ~m0z r' 2: �_ /(D0=Z V J Q � zItT-4 a- Z Z WZCn Q Z � z �QO • Z U v g Oo m � Z Q Z w Uj 0 � o N LAST PLOT DATE Jun. 17, 22 . ■ z 0 2ND FLOOR ROOF z J FRAMING PLAN B 2 ROOF FINISH PER 12 5 ELEVATION - ROOF SHEATHING = -MANUFACTURED ROOF TRUSS METAL DRIP EDGE �- 2X4 SUB -FASCIA 1-0 ALUMINIUM WRAP — ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL - 8" TRUSS HEEL 6 3/4 = 1 011 ---ROOF FINISH PER 12 ELEVATION -- 15 ROOF SHEATHING MANUFACTURED �- ROOF TRUSS —METAL DRIP EDGE 2X4 SUB -FASCIA 114" ALUMINIUM WRAP — ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 3/411- -0 6" 1" 4„ Lw; 1" 4„ �J (V n1 o oco co EPS i.i FOAM iv BRACKET DETAIL 8 1" 3„ 1„ 8„ o� o00 EPS _ iv FOAM iv BRACKET DETAIL 91 11 -1-0 -"------- PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING ---- PT 2X8 LEDGER ATTACHED TO WALL _ W/ 3/8" X 5" TITEN HD AT 12" O.C. -(S) H10A-2 STAGGERED, SEE DETAIL 1VA5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" 12 T.O.M. a —15 METAL DRIP EDGE - (S) A23 -� --- 2X4 FASCIA ALUMINIUM • 2'-0" 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 T-6" SOFFIT DETAIL 10 3/411= 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (V 1 of o o o 0 8" LEDGER DETAIL 1 '-0" 3/4" _ 6"X1"THK !� CEMENT PLASTER BAND 16" X 1"THK - CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X 1 "THK CEMENT PLASTER BAND 5/8" STUCCO ON CMU N. 1'-3" r-- CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ROOF �a� [ [I III � i iAI 12 111 1I.11_l-LLLLL_i1_ ! 1 -15 �_ IJ U IJ__ i� Li CONTROL —JOINTS I � L11.1J 1I U _ILI U L L11 u k A_1�u[ M r, z= �O o W _. = J CONTROL — JOINTS -- --I F] [7-11 _�] El F-1 El El � F-1 El F-1 E El F] Ll EIL-1171 El F-1 1:1 LIE11 FRONT ELEVATION B 1 /411 = 1'-011 12_ 15 z F- - M 7/8" STUCCO- o w r- 10 ON FRAME iv = CONTROL 5 _ -- JOINT _ _ MID -WALL - - WEEP SCREED 5/8" STUCCO ON CMU - - - - ILL ^ - L- GRADE LINE 3 REAR ELEVATION B 1/811= 11-011 p — CASING BEAD W/ WEEP HOLES / OVER FLASHING ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" J/_ 2ND FLOOR FF ELEV AT 8'-8" - T.O.M. A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF !J L L ELEV AT 18'-0" T.O.P. MID -WALL - v_/_ WEEP SCREED r- -- - i -- ASSUMED GRADE IJ 14.it 1!`itJ IIL 1.1 111 � it u I l 1 15 5. �l II;I 11 a _.. 1l IL II Il I IC . 11.1 `II�JI`llll`llLl P. �I 1 - J(II1111111IJI IIL� J1.I1� I..J --7/8" STUCCO 1111] II ll 11[.l J la L 11 LIj7�T� J I u u II I I IIIL�l1l I I. II 111I ��l] 11ii��1il I I I ON FRAME JIL.IJ1.JaIllI IJ111 L i"Lli IIIIIlI�I111iII11J11 L�111u111lllihl�lll II IIISIIJLII l JIiIIIILIIII IJIf:� ,IILI II 1. II I_I LI II 11 111 l l l.. .I .II l l I ll I 1 .l l 1 .. 1 l �I [1 II 1 _ ELEV AT 18'-0" CASING BEAD W/ _ T.O.P. WEEP HOLES 7 12'-0" 13'-8" _ 12'-0" OVER FLASHING 1-0 5• 2� = M ELEV AT 10'-0" O 2ND FLOOR FF CONTROL-- o w CONTROL III _ JOINT _ `" _ . _ — JOINT _ 1 ELEV AT 8'-8" MID -WALL T.O. M. WEEP SCREED 21-011 A/C UNIT AND PAD ELEV AT 0'-0" - 1ST FLOOR FF - GRADE LINE 5/8" STUCCO ON CMU 4 RIGHT ELEVATION B 1/9 /8 — 1 -0 5. 12 IJ4IIIl1II 1III1I1`1I1LI1yI.lII l..>jI1IL�11 1 ll II �III111IIl u�1ju .Il. 1 I 1 II U�J(.I11-7/8" STUCCO S�'11 ON FRAME1�ul11 1Ii �1II�I TII.. 1 I`JI. 1141._� 1u` 114 ... III�I 11 Ll 11 1 I �� Il L111 II [�ITL�II[. 111 . Illlll lil 1 JI I L�I 41 [� 11 ll.11[ I11111 L I 1 �I (j 1 ELEV AT 18'-0„ T.O.P. 12'-0" 18'-0" 12'-4" Z =, ELEV AT 10'-0" � 0 � ;1 2'-0" 2ND FLOOR FF CONTROL- = CONTROL JOINT JOINT 12 - - - - - - - - ELEV AT 8'-8" 5L;j - -- - --- - —MID-WALL - - - - T.O.M. * WEEP A/C UNIT_ 2--0SCREED " AND PAD 5/8" STUCCO ON CMU ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE 5 LEFT ELEVATION B 1 /8 — 1 -0 7/8" STUCCO ON FRAME CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8' _8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 7, O„ -71 All FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE, 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) AUG 0 3 2022 �yy P55�� N Jy plans ,. ,N;,, ,�•ie -- .J for Conpua►��� An K� Edition by Deora GENERAL NOTES: G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN 1 ROOF PLAN B off A f%' A„ 1 ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SO. 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 / SO. 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 TRACE ABILITY TO MANUFACTURER AND PRODUCT N N N co LO C3 Z 0, w t O w 0 Z a /N W j Or, 0 L -�O °? U -� cf) d �■ (h cn U °o _� O O 2 o �s Upg T< .N Q� n' wN p E W >L. M .' �Q a (D w W W ow w0� wFw-~ ��J wYZ� z �� ��03WWW002-0 Q Q U =�O Oiw` o�oOmcz- (� Z N�a>zo~ zLLpa� a (n o ¢gWOgH�ZgYp�0 < O W a D 0 < u-a 0 ,-aLL M O O N OW c:) O M O L!'1 d J ((, LL ~ce aa� O z�� z� W Jo N N O N 0 N 0 O W W W o O O O N o N O N o N O N O N O N N Q> O O a0 N M q 4 0 0 o 0 G) 0 O �- O N o 0 '^ L , �' r- r 0 N 0 M 0 -f 0 Ui 0 CO 0 f-- M U) CO Z z Z O win W CD�5�Es �O�a_ -0 z~a Zw =LU moZ r' LDZ�j_3 Q �z mw Q- z Z LL N w Ogmz UWZz Q00 y Q o ■ Z U V a O 00 z z Z W J W N LAST PLOT DATE >N Jun. 17, 22 EXTERIOR Z■ ELEVATIONS & ROOF PLAN B tea..., all n 'A' _ W'Y 'L;,a s•Y •. , :; dr' i A/C DISCONNECT WP GFI ELEC METER LINE OF STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /4" = 1 '-091 SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST V 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod 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 0 03202 Plans Or tnYj Edition by � Ko�:� ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH -rt is SWITCH ° -- t 4 1/2" DOOR JAMB DUPLEX OUTLET U 'cn TRIM Q BASE _ NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL- Z 4� S 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 1HORIZONTAL 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 STRUCTURED WIRE OUTLET 6 SWITCH AT 36" 6 3 WAY SWITCH AT 36" -64-` 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --fl DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL }A CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER } SURFACE MNT FIXTURE -(Tr)- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER Q 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR -U-18- UNDER CABINET 18" =S-18- SINGLE 18" FLUOR STRIP -U-24- UNDER CABINET 24" -S-24- SINGLE 24" FLUOR STRIP -D-24- DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT GF7 24 :R 24" VANITY LIGHTING 96-= 36 -6-uR 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT ® EXHAUST FAN �p DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) 1� MASTER STATION 10 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR EB A/C REGISTER QT THERMOSTAT ® 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. W L `O �? U M M Ln V .a -0 co om L00 g _o O `L 8 m Q s Ua� • nV'i }< W ^Ci -: u, co M W L C v ^ �a W W W (Q� oU ui w0~ wQ w2-1 w z1- w o�- �OL�OOLLU U I— I— aWo:��zOWO�mz�c� XJ� ZLLLLOZ20E-� ¢z F- i1' 0 (/) Z �(.9EL pZzLLpWOwa < 2O Z25 Ufa W � zQ Oa =O QLL LL O O N zW � �"OO t CD Lq Q � J Lq ((; LL LU f- a CL fy) Z 00 z LIJ w O mi 11, N 0 N O I N O O 00 CD T-- 00 v-- 00 n- O N O NO O NO � O N O N O N O N N N O N N C6 N 6 O O O 00 (V C ) N - r& O O C6 O O O .- O r- N O O ,^ w ♦ >1 -:1 O CNI O CY)i o vi 0 Ln 0 c0 0 r�- Cr /'1r1 `/ Z Z O w v� `,� Woro w O� 0 Q Q I — Oa =Q z Z� f- m r� O Z (�O~w Z J Q Z T-1 a, 2 M Z z N w 0� 0 O Vg�� FZ- Z T11 =¢Z O • Z U V a O 0 W Z A6 Z w W O N LAST PLOT DATE Jun. 17, 22 . v z 0 1 ST & 2ND FLOOR I ELECTRICAL PLAN B FILLER T-6" 2'-6" O M \ / / HOOD co = N r--4"BACKSPLASH r M RANGE 1" FILLER ---• - 5 OWNER'S�BATH 1 /2 - 1 -0 T-6" c 1 1/2" FILLER 3'-6" 2'-6" _ T-6" SKEWED �, 2'-0" 2" FILLER 1 1/2" FILLER 1 KITCHEN 1 /2 = 11-011 cV r O M c E 0 co 2" FILLER KITCHEN 1 /2" = 1 1-011 C9 SHWR HD-,\. cV M LINEN o VALVE ,_, CLOSET 9 ce) sk 4 1/2" OWNER'S BATH 1 /2" = 1 '-0" 3'-3" 2" FILLER o cn co 0 9 1 1/2" FILLER N CO J—V 11 kL— 2" END PANEL 3 KITCHEN ISLAND 1/2 - 1 -0 HOLLYWOD 00 STRIP LIGHTS —SHWR HD WALL s 30" HIGH MIRROR CV --VALVE 4" 4 BACKSPLASH 00 SPIGOT 0 2'-9 7/8" 2'-6 1/2" V-6" t 3'-0" 1 1/2" FILLER BATH #2 1 /2" = 1'-0" i i 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 1 /2it- 11-011 0 WIRE SHELF :�, "HANSEN" BOX 220 VOLT I I I I I 14 1/2" X 16" I I DRYER VENT RECESS (o I I I I I I I I M I I I I I I I I I I I I I I I I I I I I 8 �12 LITY 1 - 1 -0 &it ' J PI�nb ��=�(is•, IV �,� ,►�, for cor► �pua� I�� ; 00 PRE-ENGINEERED WD. TRUSSES AT _ Agora �Clf l� K a , 24" O.C. (SEE TRUSS DRAWINGS) Edition by R-30 BLOWN INSULATION 7i� ELEV AT 18'-0" T.O.P. LOFT OWNERS / SUITE / SEE SHEET STIFOR / STAIR DETAIL,51/ III U / / r PWDR KITCHEN LIVING °° BATH ROOM I � R UNIT'1817 - B' - BUILDING SECTION 3/16" = 1'-0" SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR / 2ND FLOOR FF Y ELEV AT 8'-8" T.O.M. N >M o (y) N cV }n ��00I E t O U § �= o 68 U V w Q� 2 W L C) E M a_ � a (M/) pw (6 wpH CI~ U Q~ J � w W �- Z w Qz~�000aUpCr) W W�J< 0oJZU.oZ2QQaI.- 3¢ozowoom2� wamw500 �07wwF-mmgo oQ_zWLLowooCL oo0Z ¢�F-mp2Q QU- ow o� 0 LL O N OW Ln = � kO O �M O QVML U- Z Lu .4 Ln ce 0- fvi co zUj '� I- z w mi 1q;r ko N O N O N a 0 co 00 00 O O O r- v- v,- T-- N N N N O O O O O O O N (V N N N N N N O O 00 N A N o � O O O O N CoO O Co r• O �— 0 ' •L O O O O O O vi ♦ �' � N c'M d• tc'i (61 r..: � Z Z wOJJ wvUj O �D10 C)� �=o�a L�� z zW~a M �- �- CID 0Z V' Z Q >- mz� T- 4 Z z LU h Og1z N 00 UU)Z� z �' �¢o • Z U pU a 0 �. m z Z A7 w(m LAST PLOT DATE > 2 a Jun. 17, 22 z 0 B - INTERIOR ELEVATIONS Ia wa 4M _.., l e . i 1 4J , it ..J,..I.j 6..1_.1: NL 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 2 HR 003, C OMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1), EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,11.4. 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. '. 1.7. "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: I.J. 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. ALLROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8, TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2,1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: J. 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4,7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exta or sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure 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 = If DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1j/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. AUG 0 3 202� viaTi, ,.:tw nssrs. Jirtual ►�.✓�,IE��v A`�.,._;6 'rr�. ^ Pc:��iCN r.vrTlf;I ^')d A� Plans for con peal ice Edition by Oeara Am CNI N `2 LO �`.. • co ., A O \ p w p Q SIN` j0 � o W L 0,0 r? u MN v - } C) N V E'er"' t Q% u _ _ b).. o S Q s C) U w Q� W LV wL_ w _j WM�0 J w ¢ Z6 Z C7 Q Q 0 QOj9 J�03:W W L00W Jo DooaZLLW0-Z2Oo~Qa F- [- U' 0 0 awwwOZOw000°°Zz U Z �c�a>ZY0_1 Z"-•Ow��a �ow M_P�- gW6�0 Q ow 0 0 oaZq�¢ u_ p O 0 fV 0_W Ln n Z > ko0 O U)Ln U_ Z Q LLJ ,Q Ln rti < < 00 Z F_ LU W J � to mi d' N N O N O N O O CO •- 00 r- 00 T- O N O N O N N O O CV O N O N O N O N C)N N N O N C) O O O O 00 N M C:) N O rn 6 O O � � � 0 N 0 M O 4 C:) 6 O to O ti Z Z Lu U) LU p O� o aC _�o�o F- 0 Q F�_Ir O W W M L z w i-- =MOZ TZ LD Z � W Q }' 2 Z ft rl CLZz N O T 2 00 Q Ua>-� L Z Z I T Z � Q 0 . Z U V C 00 W � Z Q Z Z LU wcr) Q N LAST PLOT DATE Jun. 17, 22 Z 0 STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1',2" LONG 3r4"-1" CROWN') STAPLES {alp 6" O.C, "�EI?T BET'",hPEEN I MAX ' I {I I I 16GAx1-1/2"' LONG C:3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN STAPLES true_) 6" STAPLES BETWEEN STUDS AS �SHO°h'M-_.-.....- _ +- _ O.C. �vERT INTO STUDS - (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 314" = V-0" 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "*ONLY APPLIES TO LENNAR TPA/JAX*" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER 0 — O iV H C G 000 a _ 0o 1'-0" 0 9 -I 9 oLO � 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. 7-5" (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'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RInGF I IMF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + �p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + 4'-0" + 4'-0" + + + + + + + L� 9 +++ + + + + %" +++ + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + 0i 15/32" CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (uft)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 STR( ICTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or panels wood p Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + r FILL CELL-\ STD. 90' HOOK BOND BEAM W . ....... ......... .... . lr_ d STD.90° CONT. #5 CONT. #5 HOOK BAR BAR .......... .......... .......... #5 CONT. FROM FOUNDATION �� TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. 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 1/16 code for appropriate Zor--20 details in One 10d box areas=20 of high 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 l lca n" llncil nail.S at 6" n-c- Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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 L&13/4" d bearing wall must stack over ing and wall or beam below.* Joist n joists meet over wall, provide minimum bearing for each. [-Joist can be offset 179 up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — rl 6„" A 1Y" ROUND HOLE MAY J " 6�, 6,� 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 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 .6 10 11 12 13 Rectangular Hole Side (in) 2 3 5 8 9 10 An 16" joist Y j Span (ft) $ 1'-0" t'-1" 1'-2" 1'-2" 1'-3" 1--3- 1. V-11" 2'-4" 2.`9" 3,-2.. 3.4" 12 .. V-0" V-1 1'-2" 1'-2" V-3" V-9" 2'-4" 2' •1 1" X-7" 4'-2" 4' 9 -9" 5.�„ 16 1'-0" V-1" V-2" 1'-2" 1'-7" 2' -5" 3'-?" :i'-10" 4'-9' S' 7„ 6,-4" 7'-2" 20 V-0" V-1" 1" -2" 1' -2" T-0" 3'-0" 4'-0" 4'-10'_ 5..1� 9" 6' 11 7"--11" 8'-11" 24 V-0" V-1 " 1 '-2" f'-3" T-5" T-7" W-9" 5'-10" 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BC16000s BC16500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14' 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I� 11=1 I I� 1T1TT"Tfi Nail with 10-10d nails. '� 11=1 Install tight to top flange. SLEEVE THRU STEM " SEE PLAN FOR °• a . • FOUNDATION INFO ° G STEM FOUNDATION �✓ \ Filler block. Nail with 10-10d nails. 41, Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE a r- REINF. SEE PLAN 1 (2) #5 REBAR A/C CHASE �PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A ° ' (WHEN w/ (18) 10d x 1 1/2 ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION I a ' 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a a.YMP • • . 1 I r_ I L__�1 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE /F I PLUMBING LINE PENETRATION ..d . a a r a'd a is • a • a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x T-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE --a----- / SEE FND. PLN. SIZE &REINF. are,:. ,, r .,�.,"._, li':.,• n,-.r!i, �� I„;,�•1�'�r - '"i�� Cat" , f R ��r,• rd , . ;1 for con pelar� Edition y ' N o N L � r (,- bt, Qr� `,h! LO J c^(� A;�, p 00 LO + Of d •+sue z ••4,f,°; W '�. O W X 0 z d A' E � C?O W Q C N 7 f ' M to V M 4> j`o 28 T�1 0 v/ O u- S m Q t U 'q - *c om* W QN L 00 E of C'6 7W LU W o w Lu W ~Lu 4 IYM� W2YZO_ Z O O L L V Q — d D— J Z i Q U 0 D�pa¢ L, _z2� (3w(tWoZOwooinzz 0 J I-d U D 0 0 ��a>zYOZz�Of pua,0 OQ 0¢ �a L_ 0 N Ow V) "D o o z Q U0 L CL a N w <e n i- Q Q 00 Z � � W WC:) J t,0 mi N N O N 0 N 0 O 00 co � ao ao 0 N 0 N 0 N •- N O (V o N 0 N 0 N 0 N 0 N 0 N N O& O O op N M O NT 0 I 0 O 0 O 0 O .- N O 0 L CD Lo a) 0 N 0 M 0 d 0 u7 0 C0 0 Cr M 00o (f� Z Z O w cn O� _WZ�0 oWW-5 U .� Z Z W F- a W_ ~tY ~m0Z J V Z z 3: >zzLL ri N LU I� O 2 z 00 U�Za) Z 7"4 7a0 z U U a p0 W d z Z z W0 o N LAST PLOT DATE Jun. 17, 22 STRUCTURAL z 0 J DETAILS I'lIr"1171wllrllillp i '112 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _lz� @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH CO — (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 _ ° P. = III- - IHI1=1I� (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR I I I P • I I III 1 ROOF PITCH 4:12 OR LESS. ' IIII 11,—� o • I I I 111=r1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. I '-,11 I I �I 111=1 r I-11 I � 11Vlliirl��HURRICANE ANCHOR @ EACH SCHED. SEE UPLIFT 12 TRUSS ( ) W/ 8 (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF /�7/116"O ' S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT KGGNAILINSCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES 5/8"OR 1/2" HIGH STRENGTH ---' \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---Z `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ " BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE "X @ EACH END (WHEN PARALLEL) ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ) ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS `= 2" 0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. V-0" ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL( INCLUDE THE WALL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 @ 24' O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH .°. °' e ° .e' .° o' - < a' '°' a' ELEV 4-3 1/2" z 31/2"MIN. d °'' IN. 4. a ° .'vd ° < 2x4 CONT. ' ° . d e ° °'d ° • e A.F.F. O ° ' — n 1/2' (llln. - 4" I I 131/2"(min.)- 4„ e° O z II�I� ( ) - II III-1I e ° c ° — =I11 1 �T .d d'° I •I° +... ° ° Q e ° 4 d N 00 n ° • I� 3 1/2" min. - 4" GARAGE DEPTH VARIES ° 31/2 (min.) - 4" �� �7�j I r ( ) —I I I- e a _ _ ° _ �[� ° ° 4. (2) #5 CONT.I 1 - I rrrTrr='I i i� r rrr I (2) #5 CONT. 4„I 4" 1'4" 8" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP Kcc SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 W L C °O 1? U iM N 41 � CN U VI co D 70 �° M 4)o Q C 11111011111 o a:g -s "N U 6 - ft V u.l C) oE c TN ^ m v n cV 0 0 00 U) Q z w O 0 —i w 0 z Q INSULATION BAFFLE ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �\�°s_c° 5/8" OR 1/2" HIGH NAILED W/ 8d COMMON NAILS @ 4" O/C Qr_a• STRENGTH CEILING „ 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. -UJI GYP. TYPE "X" @GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C M\a\�JOs w < X � g z � W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �o �a 2x BLOCKING HORIZONTALLY@ W W W w o J ¢ o a a U- 0 0 0 _j 0 ABOVE W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �, �� NOTE: ., <C ¢ — va 0 g o `� o x o o m ° z a a " NOOK -OUT APPLICATION °°� INTERVALS NOT EXCEEDING ? F- F- 0 w a w w5 0) w O Q J 8 x8 X16 K (2) ROWS OF 2x BLOCKING @ THIRD POINTS 10-0 R302.11 H H 0 a. z z 0 5- � SCREWS @ 7" O.C. 1"x P.T. STUD SEE SECTION C/S3 FOR O O O w c7 a 0 z Y o Z z w 0 w 0 o BLOCK W/ 1#5 CONT. 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION to OW Z Q o W 0 Ui < Wog 0 0 CEILING & $" O.C. WALLS FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 0 X o o a Q INSULATION PER G/S3 FOR ANCHOR SIMPSON SP1 w/ (10) Q ,,, „ , „ ,,, METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIDE IF APPLICABLE. " 0 � r` CHART INSULATION FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8 x 10 'J BOLT @ 24 O/C W/ 2 X 3/16' CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. PLATE WASHER TYPICAL K.O. BLOCK PLAN @ 24" O.C. VERT. OR 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (IF NO UP LIFT ON SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD ' 1x2 P.T. HORIZONTAL " WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# NAILER TYPE' S MORTAR ) 6 1/4"x31/4" TAPCONS 20^ MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR () 6x6W1.4xW1.4WWFOR 2XPTPLATE a BOLTS 6"MAX FROM 6x6W1.4xW1.4 2 = O *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR i STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS - WEEP SCREED INSTALLED �' 2x P.T. PLATE w END OF 2" x PLATE WWF OR FIBERMESH r, O ARCHITECTURAL PER MFR INSTRUCTIONS w W TYP. #3 OR #4 REINFORCING BAR � o ° Z ASSUMED FINISHED E FINISH i i GRADE iv ° . GRADE 40 MIN. Fy= 40ksi a_ - lx2 PT WD FURRING @ 24" O.C. ° _ z #3 & #4 LAP SPLICE a ° o iTf — - 0 v ° .p � [GRADE 60 MIN. Fy= 60ks7 a — I -I II °' (H�=1 I I--- o �...� � z M — — — o p. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] g — D (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ° w 111 �I I I I F�O 1/2 GYPSUM WALLBOARD (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° o' - I �— — U.N.O. ° p. °� R _ _ °O 6 MILVAPOR BARRIER -III I o ° I I—III=III=III— R 1 7/8" �' I —I III I r I Q • (ri O FOR LOCATIONS) FOR CLARITY _ _ I °' ' I I I —I I I-1�=1 I —• #5 REINFORCING BAR i I I I=11 —III I — (� ° o -III _� I_�I I I J1 L I N Z - I I I II I -I I I I 1=III I I Q u? _ III -ItI�Tf_ z I I o I I=11� TiT-1 I I -I I IT #5 LAP SPLICE (2) #5 CONT. - I I I- I I I--,.,.�f a � � d- 1x4 P.T. BASE NAILER c'. ° — g I I I 1I11 I —II I I=I M ° o , . I I I I � I I 1 II I e . I I=II� ��11=� 1' 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS „ „ „ z u) NOTE: I I I I-III=1 I � _8 1-4 8 Q W u->, 31/4" BASEBOARD LL *FOR BEARING WALL I 1=III---�I I _I�Ii1=' � 950°MMODIFIE(D PROCTOR ASTM I � 11=III=�=�� I =III=1111711 10" (TYP') � a a w W/UPLIFT ONLY 1= -III III I �I1 I=II I - MIN. 2500 PSI CONC. SLAB a �—I I —I I—� I —I =r MIN PSI MAY VARY PER o I �= I I=I I —III— I -I I I=I D1557) #6 REINFORCING BAR #5 STD. 90 HOOK Q >- Q ao -11I-�1I--II III�i=III-,III��T--III- iIII- ice' 4" ''-�" TYPICAL INTERIOR BEARING MUNICIPALITY. `'"' 4"x4" INSPECTION PORT AT ' I I —I C—�=�I �Iil III I I , � 11=,- I F #6 LAP SPLICE z CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL TOR FRAME WALL TO C M U WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/UPLIFT G _j O W1.4XW1.4 WWF OR AT GARAGE, CONTRAC "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE v N _ ° 0.00 co o _ °Q 6 MIL VAPOR e — — - z_ BARRIER COMP. SOIL. 1 (COMPACTED TO 95% — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I 11 I I —I I ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS T z -- ' rl IT I 4"IF 11 ao . — SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 GRADE v 00 — — — — — — _ T 111=I I�TI- 11= ITT— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS N ' • w MA 1 1-1 _ a• .:• .. _ & I � .. <_ III=11 — �I • .. • 4" � ' 00 I- I 11 L< — SEE A/S3 OR J/S6 - -i I I I I�—[ , , II i i111; FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 to SLAB INFORMATION. VARIES Md 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS N 04 AT 24" O.C. MAX. " • ; CONNECTION INFO " ' N SEE LA FOR A & LAYOUT DESIGN TOP BEAM ° a' II r SEE ROOF PLAN FOR STRUCTURAL r c = A e —Ir� �. — — °'. ' v ° L,, ll�1LI I N O (2) HTS20 ..41 BEAM SIZE & ;' I a — CONNECTION INFO 1/2" GYP. BD. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING — ,T,f� — SEE /S6 g° a0 CN N co � CO � COC) � N C) N C:)_ N zz ATTACHED PER NAILING REIN FOR REINF. INFO. OPTION #1 O CV O CV o N O N O N O CN O 04 co Fr 0SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL N OO o p � p j w J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. N d ' Ch pp pp N P.T. 2x :� w COLUMN SIZE AND BASE O O O O r- O 2„ HOLD GYP. BD. o CONNECTION INFO. SLAB STEP & RECESS S.G.D. M o 1/2" FROM SLAB SCALE: 3/4"=1'-0" S3 0'-0" 0 CONT. BEAD SEALANT - ,'.ECURE 2x4 P.T. BTM. PLATE a� O 'CO O O O O O Q INTERIOR 2x STUDS @ 24" O.C.ocU.N.O.uNo" " `� `� C° r`: SEE DETAIL 16/D1 FOR w/ 1/4"x3 TAPCONS AT 8 MASONRY WALL AND -4 � COLUMN TO PORCH SILL O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 cr Z V• 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL '1 M W 0 CONCRETE NAILS W 1 112 W/ DRYWALL SCREWS R 8U.N. ATTACHMENTS EXTEND FILL CELLS 5 w EMBEDMENT 12" O.C. TO FOUNDATION PAD N O LijU U > STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r -h-� Q — p PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN z d c"' O �— p a (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS GRA — a a V 0 F O n.. = Q TENSION 120#) CONCRETE SLAB _Eco FILLED SOLID (SEE PLAN FOR w _I d v — — — I � -0 Z Z ~ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) O � d• °° ° WWF OR FIBERMESH M �= a w W T�If 11 11 �T�1� , z �' ~ m Uj =O Z 00 € _ BRICK PAVERS or SLAB PER o o v =III ! :. o ° c _ _ , ? F= w N v 111 ° a' COMMUNITY SPECS " — — — _ Z -� M 6 MIL VAPOR = �`� — I- 1- 1,•� — 0'-0" FIN. FLR. I= _ —T=1 — I — DOTING U a I1= —I 11=1I1=T(F I r BEYOND Q w BARRIER = =1 I I 11=111g1 I-� ICI) 11=IT11 I I ... z I PAD REINFORCEMENT-13" MIN. CLEARANCE T� 0- Z Z T I •• • ` CONC. PAD INFO. :•..y •• •a. ,••, SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH N W O g z 4 .• SEE SCHEDULE Q 0 V U Z Z INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN z SCALE: 3/4"=1'-0" S3 SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 (� a O M 4 W AUG 03 ZOZ z z J 1 � virtual, � W Q��,:..a, 11 v. N Rc'`�'� N I:G�T1'; � .," _ �. LAST PLOT DATE Plans , ; _ I ' ' n 1 > N Jun. 17, 22 for con ptal lc� �N.►I Ir. , :.. • �'� + n Edition by Deora Anri K' Z STRUCTURAL J DETAILS -MONO r. ^"'k,:.•.�.'r6i-- •u.�; ` R l�1� I�II�I�IW d7 I ��.ILL 11.�1:iii l I I1 Maki VI III . ,IL�IIIYIi� ll�llll�l� ■�I I�a��vll uluml� uuu� i�u I ��,a .lm.� 12 �Np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION NL 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. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D rt��2x BLOCKING @ MID ,ter STOUD W/INT / 3) Od NAI S SINGLE 2x CONT. BASE I� PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. Z'SEEPLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FiNISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)-� FOR CLEAN -OUT 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 K�A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOWrB S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / • • _ , . . • . milli ■.III ■III III■ MilliHEN =IlII IIIL� ■ III IiINN Milli II1I00 �illl IRII� 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'4" 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 112"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL r-8x8x16 C.M.U. GARAGE DOOR f GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. . S . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND `HATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO1 WALL EXTERIOF WALL 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 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 191FULL8x8x16 BLOCKSIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD �y DOOR OPENING DOOR OPENING -� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS IM FASTENED TO TRUSSES WITH 8d REQUIRED n I COMMON WIRE NAILS @ 4" 0/C u 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 - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. S-UD MAIN SPAN ROOFTRUSS MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). AIJCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a a 4 ° DOOR STOP PSPN516Z w/ (12) 16d NAILS a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTALI EA. SIDE OF 2 x 6 P.T. DOOR DO I 48. SPLICE STAGGERED J-BOLT i r'y�N • TRACK 10d @ 8" O/C BRACKET DOOR TRACK ' 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 2" x 4" WALL 2" x 6" WALL STRAPS OPENING SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) 1 (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE I U BE BEN I OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SOFA �Ol1i 2-ROWS 12d NAILS STAGGERED �N @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1l2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS • OPENING LARGER THAN 4 FT: DOUBLE 2x (2) 2x SILL PLATE w/ SIMPSON CRIPPLE STUD LS30 w/ (6) 10d x 1 1/2" EACH SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING ATTACH ALL f EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 - d TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 7Z a 2x TOP PLATE N V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. � N 04 ,.•� �- o za CD 1 00 LO 1 1 q 5305 � ;.� z o w 0 ^N, 0 ^ E o W L c .0 a> ��� 4-O N V O `'' � �0' u CO O u s U:3 w aCN C W O C ^ m 0 ;Ill a CL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL I SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR Nm 3PF) 3075# SPF) W w w w m o o (4565# SPF) W W w o¢ ¢ Y a Of z o W __j O LL,UOw�O 1(5645#SPF) W V ¢�X�Z��ocn o0 1(6970#SPF) Q ll cyInX�oZo2oOmZ= 0 S(9335#SPF) �OOz Q<< Uj< ZgWQWuo cn U N.8" u °a o Z) 0Yzq OQ O Qw �OXIED A.T.R. & NUT OXIED A.T.R. a !&NUT 3XIED A.T.R. p & NUT N OW U/) h 0ll 0 co O Q (~ M Ln mUZ Ly LLh Ln SIMPSON SP4 � a ,M-.i 2X TOP PLATE ROOF TRUSS ABOVE Q 0- 2:OVERLAP 00 NG 2X BLOCKING z V z W Wc:) � Ill -10d NAILS @ 6" EA. BL TOE NAILS STAGGERED A• BLOCKINGmi 2X8 WALL ABOVE N ENTRY N • r K.O. BLOCK W/(1) p BOLTS @ 24" O.C. #5 CONT. & N MAX FILLED O 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. 4 2X8 P.T. BOTTOM P TE - 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 MASONRY WALL (; O ao co � 00 r- ao r- o N O N O N C- N 0 N 0'0 N N 0 N CD N 0 N 0 N N N 6&• N o , O a) O 0)6 CO o N O M o N C 0 0 0 CD 0 O 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 0 0 0 0 0 0 N co d 1.7 O (1_ NAILED INTO TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD ° ° TRANSOM FRAMING ° BEYOND. T PLYWOOD SHEATHING 00 w O w Z Z - Z O 0 W cn W U E TYPICAL (U.N.O.) S4 C� SIDE SEE SECTION AA/S1 AND B O Q p d BB/S1 FOR ADDITIONAL 0 W w -s 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" Q a = d SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD � -0 Z Z � ~ I- SP8 FOR 2x8 WALL) SHEATHING p0 SIMPSON HTT4TYP. SP1 SIMPSON a f- W 0 Q OpF O U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY m U Z R 5/8"X10" J-BOLTS @ 24" O.C. _ _ HOLD DOWN L LINTEL SP4 MAX. • SIMPSON SPi w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM �. (' Z t J CONNECTIONS PLATE) NOT REQUIRED @ Ix Q W 0 BEARING WALLS NOTED n ALTERNATE: z of P.T. BOT. PLATE WITHOUT UPLIFT 4 5/8" DIA. ATR EPDXIED Z Z LL 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM W 0 g < Z PLATE @ 24' O.C. CN � � Q � 0� Z Z INTERIOR WALL HEADER DETAILrQ FRAMING DETAILS ABOVE ENTRY R z ,-� = Q o SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 z U (MIN. (2) PER BOTTOM PLATE) g V a 00 Q 3` Z Z Z w J • O Jirtu�� r•�a`: ►r ': LAST PLOT DATE " , Pj ans %��,�. N �'` ;�Il�t l ' �` ; r .a .. Jun. 17,22 J for Cori1p N'`I K"' ' %` STRUCTURAL Edition by Deml Hn�' J DETAILS mill SIMPSON HGAM10KTA W/ (4) 1/4"xl 112" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 45" t 2x4 CROSS BRACE ` APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS • • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4- 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK 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 AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. wl (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 SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 1Od & FROM LEDGER TO (2)1Od TOE NAILS @ EA. BLOCKING END GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SI CDX PLYWOOD OR 7/16" OSB CORD ATTACHED W/ (2) 16d TOENAILS SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 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) 1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING)' 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4'T' ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH 10dx3" @ 4" O/C O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING ;000 INFORMATION SCOHEDULEDFORLING SHEATHING DETAIL BACKNAIL w/ t 1 (2) 16d NAILS WOOD TRUSSES CO 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS `7U1� 10d & (2) 10d TOE 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUP.4BER OF ROWS, SAME SPACING) - SEE TYP. WALL SECTION FOR SCALE: 3/4 -1-011 TYPICAL NAILING SCHEDULES FOR BUILT UP COLUMNS ADDITIONAL INFORMATION. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT .,,.... ,...,.,.,., _...._..._ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT >. SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri O SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4'T' ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 �- MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 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 7' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT 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) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) 7 SECTION 4 SCALE: N.T.S. S5 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL RCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 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 wl (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4BLOCKING-,,2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. mm MMIM e mm mm omm � !IIIcc a NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN � L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �i't Pla ,N:<<. �f for con pia lug K. , 0 dition by peas � ., E �- '� N N 1 0 e I 1, -_ 5, LO 9 , ty Y, co *k w r, 4r ui ui \ 0 w Ir 0 Q ^U) 4) � ^ E W L °O °? u (] i� N d to V JD -0 10 d ° 2 O 25 �s�"6< .N w a, V C ^ 1) a (I LLI w � ~Jm a w wLLzl 3. O�(0OwCOUOO(i it U Q JO QcJzp: oz�0o�QQQ<7o9oo�oomzF- H 00 O�XzLLpz¢Oc U1 in- Lu CIOazUao� ILL ul wZ _U) o a Oui xz Li- a O u- O O N OW � r. cn ' o io -M O QV)MLn Ln h Lu CSC > Q Q O Z I— � LL) w - C) tD N N 0 N 0 1 N O 0 (O — CO 1— � O N O O NO �- O CV CD (V CD CV CDNO CV N N O CV N O N O 0;� O O �1 00 p N .- M O N ,qr, 0 0 O 0 0) CD O O N 0 O e 0 N 0 M 0 11t 0 LO 0 1 (fl 0 ti V Z Z woR0 0 W (n O� O�° 0wWa LO -0 z Z W � �C O�� m ° z r— = Z 3: J m ZLQ T� IZ Z Z L ui I\ O_52z 00U co Q Z Ln Z z 0 Z 0 IL 0 0 MM W z a Z Z J W N N LAST PLOT DATE Jun. 17, 22 Q STRUCTURAL _.! DETAILS 12 I 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) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11(#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 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 ~ PLYWOOD SHEATHING J J 2X BLOCKING @ EA. WALL SHEATHING JOINT :D (n NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE w o r O N 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)1Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 0 W LAYER 1/8" THICK. 1- = NSULATION 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 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL c E N cn 6x6 W1.4xW1.4 WWF OR FIBEI �I STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL , SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2' NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. IOR 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'IT" 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 0 roR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ch S2 4"x4" INSPECTION PORT AT w COEACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING"AR" WEEP SCREED PEN :. I I—) I I —I IT—hI I- '- PLANINSTALLED PER MANUF. 3H I�I I �I I I I O Z a I � I I ° • III I I� I 2"x4" CROSS BRACE @SIMPSON HETA20 w/ (8) 10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN, 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION, 2x STUDS @ 1— ^ 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS, FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 F-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 d � ° a. III— /� t 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 o: ° •. ° I 1 1(CHCONT.ON 3- III 1 AIR W/ 3" MIN. T-88' CLEARANCE R INTERIOR 2-STORY FRAME SECTION S S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. w w 0 cn 15132" OSB EXPOSURE L SHEATHING x 4 PROVIDE x BLOCKING AS REQUIRED PER D O SECTION X-X IF NOT FULL HEIGHT SHEET C G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w = SOLID 2x C BLOCKING @ALL C SHEATHING to EDGES (SEE OPENING SECTION X-X aU C x cw x E w 2x STUDS BEYOND. _ SEE PLAN O y 1 \-2x4 P.T. BASE A HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 3/8" S. _ SPA, S 3/4' SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTICe, ALQC'ICNG SECTION X-X T�7 S�cF 0� N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 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 }6" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _,j PENETRATE SURFACE MORE THAN Ys". 2 O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z L� © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o J w/ 8d COMMON NAIL w LL O tY 10: O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER $ w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. m O- H 00LL c (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W & O'- MEMBER IF GABLE END 0 LL NOTE: K�c WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 10d NAILS @ 8" O/C TYP. BOX HEADER ONLY DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN .• INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. �P.T. BOT. PLATE FN\o�TFJq� FLOOR TRUSS I OR RFAM SEE PLAN FOR REQUIRED - CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH a. III—III—III-1 I ` ' ° -1 I —III —I I I I .4. : , 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' 1) 2) (1) (2) (1) LSTA30 4'-9' 1 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE _ _ _50 I ;IIII;II o� (3) # 5 REBAR ON 3" CHAIR --�1 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 ADDITIONAL INFORMATION. 3 ? s. 111... Jirtual�` If •. n._: nd a� -`- �d Plans IIEii iii% for con 1p Edition by Dem, Anne; f ..:t v N w x U, 1 V. P - k, � 0 In ' ?3' r 15805 it " ,rr �✓ LLI � .i r o/ ,. O w a' z Q W E L -0M O (MN d N U u; W 5 0 u g �i(-)a�2< IL "N LU aN C i Ecli 7� V o ° a a w cc C7w w w~Q x�J a'¢OzD_ z a5-JU�3im(OLLOOLL - Q Q U 1 =00 ZU-LL-z�_jo►-a¢ 00)W9oZo0foomzj v��ajV5wwLuinLLwaO Q �0Z ¢I-WOgF�ZgwowU0¢ oQ o 0 oQzq�¢ ¢ ► LL O N 0� F-I�N t•>-I O 0 �M O Q (1 M Ln 2: � W ,a Ln Ie � 2 zv<00 wW J O l0 mi V_ N N O N OO N 0 0 00 CO 00 r- 00 O N O O N — 04 0 N 0 N 0 N O N p N 0 N 0 (V N N O O O e- O r- Op O N e- M O N 0 0 0 0 0 1 O N O N O co O 't O In O CQ O t` cr M � Z Z Z O vV ui a O a= a �� z zW�� ~m0Z vZ3 J Q Zw mz� N w IMF Q OJ UDzz z t� w Z . Z �Q0 U U ag. Oo m z S6 a z z W wm o N LAST PLOT DATE Jun. 17, 22 z 0 STRUCTURAL J DETAILS —MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER ( 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T.TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING TAPCONSTAPCON 2 ROWS 3/16" x 3-1/2" ( ) FURRING TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACHIE D w/ MIN. 1X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 0 C DOOR JAMB (REFER TC PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRIP TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 r.r-TA11 n 41An rncTA11 STAGGERED @12"O.C. `-1/d" IIPTA 11 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 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 X\, BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT WI 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO\_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 J SCALE: N.T.S. SS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO ) �1/4" MAX d 2'-0" 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 BTwN --- 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 - 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID 3LKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. rK PER INSTALLATION DETAILS ARCH DETAIL B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 REB/ (TYP,) STD. 90' t - FILL SOLID BOTH CELLS N HOOK (1 I NOTCH WEB AT L\ +5A FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"X21/4" 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""Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 EXPANSION STRIP TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND Im 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: = SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. . * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL CO i' ' `` "'" .s.;. ;��-:��_� `" REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT._ FURROW. MAINTAIN UNIFORM JOINT WIDTH. w:^ =\ `� 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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—x / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 000, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6'-0" F.F. ° P. ° GRADE co z_ (2) #5 REBAR. MIN. 3" 16" MIN. Of COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN U YP.) THE :S I Id1A/'�/'�f 1'ITAI-fl r IAIC�TA1 I TInAI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH 7-,LAN AND PRE-ENG D.c t N L SEE NOTE 1 BELOW ALUM DRIP EDGE BI G WALL T'+' F'E -T—+- ALU Nl rA:3�::IA PER Pt N I I 1 14" TRIM PAINTED NAIL w/ 5116" HEAD F ( � rIA n,il 24" O.C. F-ArTUJIC� PER Ni0TF RFI 'i,"d CONT ENTE G SOLID SOFFIT ' ONT 2x4 (NAILED Ti: L 2x BLOCKING NAILE BLLHsKIt.; .+? 1*_`cl NAILS ('*) H`r .[3 EVERY OTHER 1I;U55 uwf '3- 123 N_' IL':. TYP_ (. ) _,!. iLDER TO VERIFv G'R;', -.'IDF_ :SOFFIT MATERIAL'_,PAN .::APACITIES BASED ;:;,N t ; UESIGN PRES;SUkL,_, ',Pt°;.:IFIED FOR C:OMPONEN1 � AND CLADDING LISTED N THE DESIGN C'R' ERIA CD14 SHEET SN. ` IEN I sT '«',Al L (PER ALPHA ALUM INt: F ._4 1ti5"4 R5 FL 1 Et F,,, rEI-ITATTAOHr"« P7 Ii::T APPRC"1'v'AL) F C I iANNEL 7ASTENED TO: CLI-1 ^ T NAIL .097" DIA @ 2V Ix' SM" MIN. EMBEDMENT i'3) 16 GA. 3/4"x1/4" CRC_ /ld STAPLES @ 24" MAX. t iJ_ IN DIAMOND PA I I I-"N aUB Erh ,.,lip Wti 11;] /aA 3/4'114' CI Rk,J'N I,.kF11_t ;ca3 EACH GROOVE STRUCTURAL SOFFIT S F0 1 SCALE: 314, -1, 0" I' `1 FQR ALUMINUM SOFFITS 'WITH Sr'ANS i-irV. 09.23 202'I 1'-4" N�; f ALA MID SPAN BLQ:]c :KIN,' NFR THE. :.iFF1T FL PA INSTALLATION CHI-[ *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 Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. O�FRyq TO TRUSS TOP CHORD lV E + + C yOTy PLYWOOD SHEATHING + + + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + 2X4 SYP • EACH TRUSS CONNECTOR SEE LINTEL SCHED.11 CENTER SOFFIT PRECAST LINTEL —/ % % SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 W/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3/4 cG1= Cu1=FT fl7 AAIII z O m U_ 0 W F- L) 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 @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 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 4 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANCT 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. NISH T a ? d> ° #5 BAR D 1'0" ° P ° CENTERED W/ o° .D 9 H b° IN TOP c E�, KNOCKOUT/ �I _ CHAIR BLOCK �II Til=I ° MONO FOOTING - M. I I c .A P A. SIZE AND REINF. PER PLAN III —I °. AND SECTION DETAILS 1 7 E CLEAN FILL o ° ° DIRT z ° STANDARD o 0 9T HOOK N #5 BAR IN FILLED CELL- a A STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. N DETARLANILS AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. p,UG 0 3 2022 �v �IftUiaRavle 1 - . , nC� Plans 1 ' . 1 1 \. I for conlpllaoc;a �'' K� .;. .-•' ,:_ Edition by Depr� Hnr1 ,•v . �, j �i� CNV } 1 o N c0 01, L In — PN « q . v 1 _ 805 s/ 0Y w LU x 0 z NO U >1 4* t , V M �_ 7 M U M �` M t O O o N Q • N V w CI_ EMI L p m — a; N a �1-a 0 ai W 0 I- a'Z' V—F-- vwHw_j�gZw F-¢ �(rgYw ¢Z °X° V° ¢�_JU)o�9If Z000mj�OJ n-WmwWu5W¢Z�0oc¢i =1 0 Z how°g<�Zgwp20 EL GQ o 0QQL¢ LL !I N N O N 1 0 N O Se 0 ,>_, IW- M O O a �aQ a�'a00 z� L) J n. Ln I�. In � LU J 00 �O d- O CO c- 00 �- 00 e- O N O O N O N O N O N C) CV C) CV O N O CV N O N O O— - O O — 00 O N H M O N 4 O O d) O & O O r O N 0 �- O ' i 4) � .- o N 0 : ce) 0 mot' 0 U-) 0 (0 0 ti M1 0 U) z z z g W .� Ww~> O Q F—OSaa 0 a. 1: z Z LU =mOZ 2 2 I- 2Z3J Q i-mZw 1* LL OgQH Oo N ■ U W w 1 a00U�zz Z r"q Z g Z H Q O U � z z Z J W o � N LAST PLOT DATE Jun. 17, 22 STRUCTURAL z Q _I DETAILS—RETRO FIT SCALE: , = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 114" 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 \ 0. 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 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 x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: Z' = 1'-0" VVNLL >YP CUT TO FIT \RS IN WALL 2xl2 SYP BEARS IN WALL -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A" SCALE: 1" = 1'-0" 10 PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'4" INGER A GLUED NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING �x8 SYP GLUED FOR STRAP AND NAILED TO (SIMPSON MTS12 w/ FRAMING (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LED—\ DR FT SIP 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT LLl GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H 6'q ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:' = 1'-0" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND Z' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 4" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER - lx4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 [STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = l'-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" G.1 —3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP 2x4 BLOCKING 2-2x8 SYP BEAM BEARING IN WALL qG 37, Z 2X4 CUT ON BEVEL GLUED AND NAILED T LVL FLOOR G.T. OR 1 3/4x 16" LVL 2x8 SYP GLUE AND NAILED TO FRAMI C NOTE: 2x8 DRYWALL STOP NOT SHOWN FSECTION VIEW _ SCALE:" PER CONTRACTi PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL P OST BLOCKING SCALE: 1" = 1'-0" DRYWALL JOINT (DRYWALL COVER JOISTS) F.F. 2X4 STUD NAILED AND GLUED TO TOP PLATE 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2: SIMPSON M (14) 10d x 1 L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES R a SECTION VIEW "H" SCALE: 1" = 1'-0" AUG 0 3 2022 VIATi r, 1r itwv r',SI� A Plans Pew'(N end an j"�"ed for con ipuai Iua wlt, Edition by Deard AnnL K;;,r ...�_ J t N O t o 00 1 „.q r I n W I 'q^ W 0 Z Q LO L E 0M 0 W L MN N V a0 ° ~- L _ 0 o : g �S U a) < 61-1 •N i wcc) Q. E N C TWA O �.y 'c) L w w� Wt � �z�o z 0) wO cy aQ Uxw _ �JQ)03:=0 ozmQ0�-.J _10 Q HwZ o mwo Oltoomzz (y fn Z �LU rYoL zzzLo a. �F^6M() Q0WOW�w 0w o 0 oQzg< a O CD N oW u') Z) N >�,koo . o z a J � Ln LL. aWaL a��ce -a00 < I-- z w w JC) 010 J N O N i O N O O 06 CO — O r- O N O O 04 O N O CV O N O N O N O N O N N O N0 O O O 00 CD N M CD CV 1- O O 0) O O O O r O N 0 0 O Lo > O N O IM O I- O V7 O O O ti 0- (� Z Z WOM () WZo4 � O a Q -0 �' 0wwm LO - ZWF-I- ~mOZ t� Z � W a M Z w �ZZ N Ova->-W z,...� = o ~ • � Z U U g a -0 0 I- m Q z ST Z Z W W N N LAST PLOT ,DATE Jun. 17, 22 .. z J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • 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 ITT" 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 STEFL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + ^ APPLIED HORIZONTAL LOAD 1.0 VERTICAL LOAD =SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CCSAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12-0B- 8F16-00 8F20OB 8FA-OB 8R8-0B 892-0B 8F8-1B 8F12-16 8F16-16 8FA0IB 8F24-1B 8F28.1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 111809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 10127 19 1663 1 3090 5365 7547 36 7342 19 8733 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 17168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 '45 11'-4" (136") PRECAST _ 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 2193 2805 3552 540 873 1254 _1684 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 212.7 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR412 710 1250 1733 2058 2320 2513 17'-4" (208„) PRESTRESSED _300 N.R. NR _NR NR NR NR NR _ NR 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 NR NR 129 250 450 654 884 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 CAlFCR�7'� SAFE LOAD - POUNDS PER LINEAR FOOT _ TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-OB F22-0B RF26-0B R80* 8RF61B 8RF10.1B 8RF14-18 8RF18-1B 8RF22-lB 8RF26.18 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 6639 8060 9479 10893 5 -8 (68") PRECAST 866 920 17 70 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 (19 9311(19) 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 1 6639 10 8060 39 7402 (19 $706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623-_ 755 1490 2459 3776 5743 8998 19 10893 (48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 _ 2253 3129 4150 5891 (47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8 PRECAST & PRESTRESSED U-LTNTFI S SAFE LOAD PLF LENGTH -_ TYPE 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 5'-1C" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232")- PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 1 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Cam/► "''� ■ � SAFE LOAD PLF LENGTH -_._� TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4c^wr-4*"m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH - 8F8.1T 8F12.1T 8F16-1T 8F20.1T SF24-1T 8F28-IT 8F32-IT 8R-2T BF12.2T 8F16-2T BF20-2T 8R4-2T 8F28.2T 892-2T 2'-10" (34") PRECAST i9-727 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 1569 2524 3547 4569 5591 6613 7636 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 t 3079 3966 1 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'4" (64") PRECAST 1016 1016 1632 2290 2949 3607 4265 4924 1632 1 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (121 1340 1880 2419 i 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 721 23 1021 1634 12 2102 1 2511 l0) _3039 10 3508 9 727 1166 1634 2102 2571 3039 35_08_ 9'-4" (112") PRECAST 591 680 1133�15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST _ 530 552 914 15 1185(15 1458 15 1732J15 2001 15 530 686 1183 1526 1 1865 2204 2544 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 12'-0" (144") PRECAST 470 9 "-I 723 14 928 936 14 1349 1151 15 1649 1366 15 1948 1582 15 2247 470 543 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'I 723 14 887 14 1052 14 1218 (14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (1; 6") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 (8) 1625 1 1874 1 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 (131 909 13 1052 13 230 364 609 897 1224 g 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 g 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 11 480 (1 567 l 654 1 142 230 369 531 713 (7) 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 (1 461 10 545 (1 629 1 137 221 354 508 681 7 861(13 997 (13 [2ZO- (288") PRESTRESSED _ 124 175 267 10 341 10 416 10 491 10 566 10' 124 200 316 450 600 7 756 12 875 (13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C�14m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-IT 8RF14-1T 8RF18-1T 8RF22-1T BRF26-1T BRF30-IT 8RF6.2T SRF10 2T 8RF14-ZT 8RF18-2T 8RF22-2T 8RF26.2T RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 ` 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST _ 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST _ 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 (6) 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 (15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 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 > n n c C O f 0 G O O O 'C O 8F16-1B/0T 8F16-1B/1T 8RF14-1B/0T 8F8-1B O O O O - c n - 8" PRECAST LINTEL W/ (1) #5 HOR CONT n BAR & (2) COURSES OF 8" K.O. BLOCKS O 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D Gj 1-1/2" CLEAR C.M.U. JjZ .J= n - ., ►. ¢ ce o uu^wH-#5REBAR AT owc F- - a ° BOTTOM MIN. (1) aLL u 0 ' zn REQ'D ' 6 uj iO 16 GAUGE POWERS Ln Cy STEEL BOXED 0WC 0. 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 =VGFLINTELCAVITY C.M.U. 00 z =ROUT � `-°5 REBAR AT BOTTOM r4 0 0 BOTTOM REINFORCING -5/ PROVIDED IN LINTEL VA ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION -F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT 1 BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH --� QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP UNIT'1871- 1ST FLOOR PLAN 1 /411 = 1'-011 O (D O 202t puns for con'by peDra Ed,tio CN ✓`7 tcq cq co Y row. (,. 0o y.. 0t, 00 LO .F w 0 w 0 z Q W n' {4) E i .� 0 M O w ' Q MN N N V = 0- -0 CO a E .mac � �'0 2� Q �N U w CL;� 7� L OO Ecc,") m V ^ cl a w Ww~ w J a33 -20w z g Y (7w Q�_J�O�w0u-0OLLJO Q Q U <6RQ-ow 000 ~��GO a>00iwwwzWW¢p g LL Z ¢~w0. 0�la-�Z�Z.M. 0w o 0 8M< LL <LL a 0 N O W Lf) = O "0 O ro O Q V) J Ln a-LL Ed e Lq Z O z w N N O N 0 N O O 06 CO 00 QO O O O 04 N 04 O O O O p NO O N N N N N N N O O O O Op cV cM CV N O •- O r- O 'qT c- C) O O O C,) O `- O Lo CDo O LO o O cV ri "r I u'i I co I r, V Z Z M o Z (� �/ - owco O 00-- o 0 w d s LO-0 z zWtYF-� ~on0Z L r Z 1� yZ:J �- gzw TI aZZ N LU •: Ogg z r Q 00. VLDzcn CK• Z U OU � o W 4 Z S 1 1 Z J w cr) N LAST PLOT DATE JLf6/1 M=2 z 0 STRUCTURAL DETAILS J A B (L) 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 C.APACiTY CAPACITY CAP„CITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#51-(2)*SU DETAII'A' DETAIL'S' DFTAII 'C' (1)#51. (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-1W 1'-6" PRECAST 2 D4.5 WIRE (2) No.3 6740 9462 9462 1 10000 10000 3'-6" 2'4" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 1 5114 5114 W-O" 2'$" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 2000 2000 5-10" 4'4' PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2) No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1167 1167 1152 1152 7'4" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 ]]is 1115 8'4" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 548 _ 1001 1001 979 988 9'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 101$" PRECAST (2) No. 3 2 No.5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 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) 7116 strand + N.R. 277 277 202 281 2 No. S 20'-0" I8'-8" PRESTRESSED (2) No.3 (2) 7/i6strand + 256 256 188 262 (2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. N.R. 27-0 20'-8" PRESTRESSED (2) N°• 3 (2) 7/16 strand + 203 203 155 215 2 No. 5 N.R. (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 No. 5 64 164 124 179 (2) N.R..R. N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" : DETAIL"C" DETAIL"D" TYPE DESIGNATION P - PLAIN UNTEL/rQUANIRYOF#S BARAI S-SOLID LINTEL I LOWER I INIFI CAVITY [8x1 L/1 U] NOMINAI WIDiFIJI I6-P-1 `QLIANIIIYOI 05 BAR Al NOMINAL IIEK,IIT J Ill'PER IINTLL CAVIrY 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)#SL (1)#5U (1)#51- (1)#5U (0)#5L (1)#5U (I)#SL (2)#SU (1)#5L (1)#5U DETAIL'H' DETAIL'Y DETAIL'H' &'J' DETAIL K 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10D00 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" W-O" PRECAST (21 D4.5 WIRE 2 No. 3 4B43 6687 6635 7320 5-10" 4'-6" PRECAST (21 D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-7 PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2) No.4 2625 2625 2421 2607 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 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.S 1568 1568 1222 1568 17-9' 1014" PRECAST (2) No. 3 2) No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 17-8" PRECAST (2) No.3 2 No.5 1149 1149 1 760 1149 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 15'-4" 14'-0" PRESTRESSED 12) No.3 (2) 7/16 strand + 1291 1291 775 1270 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 19'4" I8'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1035 1035 478 936 No. 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/i6strand + 24'-0" 27-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "Y' DETAIL "K" TYPE DESIGNATION P-PLAIN UNTEV QUANTITY Of #5 BAR AT S-SOUDLINTEL - I LOWER LINTEL CAVITY [8x]6-P-iL/11jU] NOMINAL WIDTH J `QUANTIIY Of #5 BARAT NOMINAL HFIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(I)U(0)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF' DErAIL'DE' &'DF' DETAIL'DG' 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-U' 7$" 74" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 7-1 Or' 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" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 30.53 5$" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5-4" 5-0" 1 PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'-8" 64" 6-0" PRECAST (2.) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN IINIFI/ - T S-SOTTOIINIFL I QUANIIIY OF #.S BAR AI �IC)WERI114111 CAVIIY [8x1 L/I U] J I6-P-1 NOMINAL WIDTHJI NOMINAI H[I'11 ` QILANInYOI#S BAR UPPER LINII'I CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DIG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL(I)#SU (1)#51- (0) #5L (1) #5U(1)#SU (1)#51-(2)#5U (I)#5L(1)#5U DETAIL'[' DETAIL'F' DETAII'E' &'F' DETAII.'G' 2'-1Or' 1'-6" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2) No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3428 3727 4091 4091 5-10' 4'-6" PRECAST (2.) D4.5 WIRE 2 No.3 278/ 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7$' 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 64' 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 1679 1679 1699 1776 9'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10'-6" V-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 17-0" 101-8" PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 17-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-W 12'-8" PRECAST (2) NO.3 2 No.5 804 804 529 838 14'-8" 13-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED 12) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 201-0" 181-8" PRESTRESSED (2) No. 3 12) 7116 strand + 607 607 317 601 2 No. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24' 0 277' PRESTRESSED (2) No. 3 (2) No.5 399 399 217 412 TYPE DESIGNATION P-PIAINIINIFI/ rQUANTRYOF#SBARA1 S-SOI III IN I LOW ER LINTEL CAVITY [8x1 I6-P-1 L/1 U] NUMINAI WIDTH] J `QUANIIIY OF OS BARAT NOMINAL HEIGHI UPPER IINIFI CAVIIY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51.(1)#5U (0)#5L(1)#5U (1)#51-(2)#5U DETAIL'L' DFTAIL'M' (1)#5L(1)#5U DETAIL'N' DETAII 'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" 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 1(x)00 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-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" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 81-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 1 2384 1884 2371 11'4' 10'-0" PRECAST (2) No. 3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'-4" 17-9' PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 14VO 992 1490 14'-8" I3'-4" PRESTRESSED (2) No. 3 12) 7/16 strand + 1948 1948 1093 1591 (2) No 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 lOpB 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED 12) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 740 740 393 772 •� ;i N: DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PIAINIINIFI/ 1'QUANTITY.1#s BAR AT S-SOLID IINIFI I IOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAI WIDTHJIJ `QUANIIIY OF 11 BARAT NOMINAL HEIGHT UPPER UNTEL 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 BOTTO11 BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##6I)UU0)LL SOLID #5(2)U(1)L DETAIL'DIA' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'$" 74" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 100m 10000 4'-0" 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-1a' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 S-91 2'$" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'$" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 61-8" 5-4" 6-91 PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 91$" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION rQUANTY or 05 BAR 5- SOLID LINTEL I tLOWERILI EL AVITYAT [8x] I6-P-1 L/1 U] NOMINAI WIDIHJ J L QUANTITY OF 11 BARAT NOMINAL HEIGHT UPPFR IINIFI 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 PRODUCT'S, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED INt'2 (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. 14 PER T S RUCTURAL PLAN 7/32"STIRRUPS AT 4'-0"cc 00 °°(TIED OR WELDED) LnBOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: I. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - AS1M A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI (PLACED INGROUT L17 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (i) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-U'cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTFL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51.(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (i)#4L (1)#5U DETAIL'Q' DFTAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 100W 10000 10000 10000 3'-6" 2'4' 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 4'4" 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 5-4" 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 12) D4.5 WIRE 2 No. 4 8629 1 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'4' 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-B" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" T-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" 9'4" 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 17-9' 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 1 1'-2" PRECAST (2) No. =; 2 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) //16 strand + 2199 2199 1219 1846 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No.5 21'-4" 20'-0" PRESTRESSED 12) No.3 (2) 7116strand + 1092 1092 614 1167 2 No.5 27-7' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 i DETAIL"0" DETAIL"P" DETAIL"Q" TYPE DESIGNATION r: PIAIN LINTEV r QUANTITY OF #S BAR Al SSOIIDLINTEI. -1 I LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] NOMINAI WIDTHJ LQUAN111Y U! 11 BAR Ai NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR A GRAVITY SAFE L O D UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)UU0)1.L SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 24" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'$" 7 4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10" 8442 10000 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'4' X-O" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4-8" 314" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 6-9, 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 8'-4" 8'-0" PRECAST 1 (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 F*1 cj-) (H O O U O UNIT ' 1871' - 1ST FLOOR PLAN 1 /8" = 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(I)U(0)L SOLID #5(1)U(1)L SOLID ## (1)UIIIL SOLID #5(2)U(1)L 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'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-g' 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 5'4" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 91-8" 64" 81-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 •+f;'Jf�'• f-•' -4 `.. . DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR S17E 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)#5I UU L (0)1 L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DO' 3-8" 24" 2'-0" PRECAST (2) b4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 7-8" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 1D000 10000 4'-2" 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'4' 3-0" 7$" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 1000(1 4'$" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6$" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1 3765 7387 2901 6831 71$" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 4 J' ', •,, TYPE DESIGNATION . . P - PLAMAT AERT1' S - SLID NBFAV I •'+�.` - [8x16-1`-IL/IU] '• +v' •' JJ ff iS LIFP�R mm I�ITfL CAVITYDARAT DETAIL "DL" DETAIL "DI DETAIL " IN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION S LbtlE1 I- I m-Lo G TY T [8x1I6-P-IL/IU] t1dd1AL Y1BBI�J �IBPEit 191r¢EL GVtTIAT WNW Hmff TYPE DESIGNATION P- PLAIN LINTEV r QUANTITY OF 05 BAR AT S-SOUD IINTLL I LOWER UMEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDIH'J `QUANIIIY OI#S BAR AT NOMINAL HEIGHT UPPER LINIEI CAVITY SAFE W�RXIBN,G NTELSAL LOADS (PLF) Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-9" Precast 810 2459 54' Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'4' Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-C Precast 318 981 9'-C Preca t s 222 772 10'-6" Precast 156 600 114' 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 15'4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = NOT Kecommenaea p,UG 0 3 202Z Jirtua► r1;(E.':u?nd aPor \ 1 p ans ' for Con Ipuai 1Ga: N' Edition by Deord Anne; K" N N O y � � OF F4 Al ,,� Ln 00 All yuj W 0 Z Q N N LO LL-n E >` L C o Nn d N U Co a E DM ai o u8 0 V� UCi �< (n V w CL W L �O � C-i .9) �a L V, . w 0Hiw Z LUlm gYI- �wZ z W oo 2Cz¢wLL LE Vo��oQ Q <�0LL°Z2j Z-<<<0ZOD:Oom n��ww�nzLL:zz0U Q j Z ooaaOwIQ<_ 0F�4U- DQ ZOLU <g 0 U. w [V O W V) M O a J Ln n ((; LL z�� Z wLU N N O N 1 0 L N O MO W CD O 00 O O o o O O o p O O N N N N N N N N 16 0 6 6 Op Cv A N N O r- O T- O 'd ' O O O O N CDO o o e- O r 0 4) r- o 0 0 0 0 0 N I M d Lo I C61 ti f Z Z M U) Z 9 �./ W (D W O o Q �o�o Q o OfCL:r w LO -0 z zWF- L- Ix m Z 2 F- g zO -j Z � J m2 i-mzw T-4 D- ZZ� N g M� �a}w W (� Z Z r Z rI m¢O ' Z U � a:5U a 0 _ Z z W IT C) UJO) N LAST PLOT DATE Jun. 17, 22 z Q STRUCTURAL DETAILS J (L) ■I U/RR/CANE 0 fA OLI nti ng Sracklets (10 Gauge'! •.�� 4-1 '°2' x 444' x 2-12' Back Cross Support ' l LAAV ho i , u• ^:) Ni 111i', ,'I,ri 'SOe^Llule I Bolts / 112" Di,a. A375 Gale. l7r),P i D w g � , / �. >r "rtF e N NN14 Srhlt"" f?rtllll,y Jarc tirlwt 131 If ,I ' F�),�'J;. . � ti'll'fdlCtl1'f' rrnrlt C'rOSS SupipDrt (h4dly be cut to 1N') ., Left Bracket (to 014 504)rtling Scre+ns Th;u K,iJ k-i ` rs Black Cross SupportInt© V( t ra:t t;<>ttit;al Ysii NTypic:al: 3 cach 2lHt for i L rricartr usry Washer's % SAN-l.00oc iota;:, Right tir:atket I `t) 6atlge) :•.'. n IT, i. nc is -a t.J err th . , 1, I? �, t.t tiracu.. b rid RAiepd Seel l7e�ea4aR a.:rLL4M4 igwlt taxiacxs I,a41�Imal 1'tr sea all Aflmlaha, 20r-11 ..,open Vent Products, Inc. 2C gtegory: Strutters Comp nts 3 'celvanry: Promote Introduced esell so Reof .,lbw I..;. _`Vy Compllsnc s Method E.mluYlon Report hen a e lance I4,011*111 A':nrtecl a a Leonard Flantle rLOSM2•ne Rarte.dele 1'nr)rhee• lot .CrBtl{ML1agall Nisi or_Ran 1 Seim Vein Model Is, l:;4(F510 I `ilaMn Van`NhxJ41 a1540-511 3 son „aril MMNa15"Ittio 4 I.-tvanl Model 01540.521 :4ns 1 Ven1 Madef of s4P524 n SeresI= Model*1640-610 SmenVent MOMI O1540.574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 12)1113g21 Entill S Eat l ora Llcwse SWmIthe FECCAgurrAY M1111'ng Awn Mc«el GSM1am eleell Naero P.E. Look,' 9oaaen P E. IZ`16r020 12n6(2u'r70 /71211IM20 AOW"d 1877)141.8368 PE-7377b iu:ab".0ri,nou mio4Qs"Art-t. cam Plgdld DelgiRdm Dua Function Flood and Ventbtlw Vent Dual Function Flood and Ventill Vent In-lifed Floe V.nr Ilrsulaled Flood Vent 16&g1d: Ganags Door Flood vent Wood Well InsuNled F 0 v.rJ Geroge D 14.5Atial oa:r *soil °Dent Quietly As!Lrancle QRMACi.E)I*diemDa Amrmwd fw the hWOKZ Am oval Plus Use, sstude.nvhx twAnd sedation Design PifawLa 12/31/2023 Yes Yto WA Owio0 121312023 Yaa Tor. WA .1lgFi(k1 17J.'41nn7:s Ywa .a. NIA .1mI-111,', 12131r023 Yes Yes WA .100,-161 12/31/2023 its Yes WA NIA 12131r023 't.V. Yet NIA .10(JI-Inr, 12131/2023 Ya•. Yes NIA NIA Florida Department of Business & Professional Regulation Peie2m4 Building Codes and Standards ¢sno:2 Product Approval Application Detail In %4di4 EntRvw j f@ 1�g Date PoWIna Si�llg Version Manufacturer cofllaot Enyinsera License Validated By alSubmitted FBC Ago royal Approved Slates Rwsion 2020 Th soles, i r,, Corporation Stave Jasp-c, Lyndon F. Schmidt, P. E Ryan J. Kfrg, p E 04r 15J'2021 30Z17 121311 04r=13211 CIrK7E1,':'1}!' nlloroveo Category. a srior Doors (S00; e43-7tJT:' PE-43409 (813) 767.6555 SulaCategary: Swinging Exterior Door Arssenxales iiji l yanathermatnroo CompllismY Method; Evaluation Report front a inn Florida Registered Architect or a L.ce,r-oicr 'lolFJa FLa2044M Profeaestoral Engineer Products oualltyAssuranea rcvad roe use Approved ionise Impact Dolan Sep a Product Model. µum Der of Name Product Daacroptoon CAlnt»et Expiration Daw In hVNZ Outside HVHZ Roraispient Pressure 1 a. Thermo -r,: Fiber Cluesic and Smooth Star Nominal O&AI el aquot;lmplect"a Opaque 12/31r2022 N. Yea Yci N/A Composts Edge Fiberglass Single Door (Y'1evAnglOubshng; X configuration) Is Tharma-7ru Fiber -Classic and oth' IW f4onieral 6&03.9,6 aquot;lmpactnquot. Opaque 1'J 11.2'12'2 No Yex Yex ill+ Composts Edge Fiberglass Singie Dooi',slth Srdalitill OnswrngiOutswing, XL",, OX or CXO configurations) 0,Thermo-TrD Fiaer-�Classlc and :':3•r,>utll;;`al Namiu ea#39;&agaol. rnp.+c-iar4uct ':)uwrl,rr 12r�112o22' No r. r. Yes MIA Composte Edge Fiberglass Double C'Ioo-,r it or v4thout S4elaes (Ire ng10uNwr a XX or 0XX0 con llgurwws) 4 d, Thw-Tru maFiber-Classlr and tinti III,_:a.1I Nornwa 8a#39,0aqu0plmpactRgin;t 7pnque 1-Tc 1)2022 NO Yea Ye nr,a Composite Edge Fiberglass Single Door (LlswingfOuta,wng; X Conflgurldo tl 5 e. Thermal. "Tru Floor ( leash and Smooth -Star Nominal aa#390 aquotlnlpao-1Rryr<r; 1 :T1„ 14u 12/3172022 No Yes '(Ps rill Composite Edge Flbrrgt... :ingua [Ax r ,xt ri Sldelne(R) QnRVAnUl1),A•�Va•lg xf)_ QX " Cxf) configurations) 8 f I nwnp, l ii I nc,r-C Iteswand Smooth -Star Nominal 881111 & t 12131 CO22 No Yts WA Composite Edge F i Ig.. v :\ a 1ki, I'. not wit o without SXtetiles IIns, ,Jrc)idsveng xx or ciwr dadtlgur nc") ;J I.ir;rna-Tv Fiber-Clossr and Smooth -Star Nominal dA#"19'8.%4-1,mpacAelwot; Glazed 1213112022 oar, Yes Yes N!A Compel e Fdgr ForrgleRs Single Door Jlnxner t .rh?ail ;# K c:onfiguratil 9. b.. Theme-Tmu Fiber -Classic and Srrciath-`;:a, idol u I a e'S#39,6 aquotlmpectaquot; Glazed 1201 r20'.1.. 1Jo Yes Yes WA I. omposlu Edge Fiberglass Single Door with Sderta(s) dmv4ngf,30 winc1 X17, -,Ih',: 11 Ox'",, oprnllgurAt"I u I rhe'ma Tra Fiber -Classic and Smooth -star N6min-0 SIII JUDLintpact&queit, Glazed 12J31 r022 No Yes Yes WA G:nnpax:u Edgo F,oetgL s Double Ooor Wthor w.naWs. eiilesllnavring(Outweng. )Oor OXXO coehlretWnal 10 j.Thsrma-TJu Fiber-Cle and Still NOmrsal allaill agoet I ropart&quw r31aaed 1J!:i'120512 No Yes Yes lieu Convolute Edge Fdargtlase 5n,g�e 7onr (Ine w"WOutsm"t; A , onhyu .11- 11 it Ttaerrla.l z I Ire (J,lsslcand 5modh-Star Nominal &6#390Ji l I 'egad&q, .;Fenno 1.T;11,12022 No Vas Composite Edgar F yl , nmiJw ), I1 Sodellte(s 11RVAn1J! ,1.'1(; XO lY rOXIJ contlgt .t.-) 12 I PIT, I I FYber-CJassk and Srrlootl-:tar Nor m. 11141 &qtl Impect8quot Glazed 12131r2t22 No Yof. Yes WA C:oititol to Edge Fiberglass Double Door with or wmout Sedelill I[lrwAng/OuWmng; XX or OXXO rrlhyuratans) 1'1 I, Iherrna-T'ru Fiber-CJaswe and Smooth -Star Nolnuw+�,trC#3'_iNBgl.Ot,lmpaetaqurtt, Glazed Molded 12)31 r2022 No Yes Yes WA Ooarr Composite Edge Fibdrglaea Single Door III.vn,rHyGutawing; X configuration) 14 n Therms-Tw Fiber -Classic ar,d S-oth •it, r4ominal 611ill aqupt,Irrpactaquot, Glazed Molded 1211, r, r,^: No Yes Yes WA Open Composite Edge Fiberglass Stigler Door %Whl Glazed MddndCited S infintI iRrinwvigr0�.'vwll,J XO, oX or OXO ignite II. 15 o Tnermo T•u Fiber-Clessaic and Smooth -Star, Nominal 6a#3919 h lr, i Wool ql o. c 1w inn Y.IJrd 12131/2022 NO Yes Yei, Ni A. OperI Co,Ir . rr F Le F'terglass, Doube Door vein Or wfhoul rUl Melded Open Sidelite , Ian+ r pin iuIsvA�og; XX or 0XX0 configurations) 16 p. Theinic T a Fodor -Chi-. .,, J . Ic...It 5,.,i i rrtito.,l 614#39,5 ". Impac4quot: Opaque I m112022 No yes Yes MA [...,r nor -'re Edge Friendless Single Door Win Molded Open Sidelne(s) (InaRNngfOutwvirg; XO, OX or OXO Cdltiguralians) 17 It ihr•rnia-IuF,aar-vv'Iassid and Smooth -Star Namial 611,011 aquot:lmpec%quot, Opaque 17ra'r'`C^ No Yes Yes WA Composite Edge Fiberglass Co a rile noor'nith or without Glazed Molded oper, Slrleuhes (Inswsngl0utawing XX a- GXXO ccnflgutatio.n) FLM7p3d2•Re I''" '" " Go 3ibpe as ManhdeH,e Re4alcrt 202.D Pill Wind-, end Dope cattail listed., Gan ed[Cat.ypry: r,klAr i-.I.IiL, Due A. --rhea compliance Method: Evaluation Report from a F:.cnto uagl4tered N dliltel era Llcenud Florida FLW5332.Re Poltud:l, I°rof-1,r. e1 Enynaer 2W Rpf Wcl Yodrrl. Nm*m w Name 1 SERIES 420 AL UMINUM SGC 2 SERIES 420ALUMINUM SGC I OCn ICa420ALU111-11Or RC r.mar'o 4 SERIES 470ALUMIMJM`.:I;c RFI..f I1Rr,.f'I) SrR -' . 126 Ace UMINUM ".r.0 REINFORCED Florida Departrnert of Business & Professional Regulation Peg.. of 7 Building Codes and Standards 1812021 Product Approval Application Detail II Ii.'.. � A r Irwhu vrrdaud as Brad aiFper Lws Rnnn^r .,.rues See,eN'.Ic• -•E I7t7)3853300 PE csu 7 T7-945< benangtrgmavd,,;am Pat g -- Date Peels i.:2 aatwatw FBC apomnl appm.d &aLLa I=0II 20 10MW2020 101181 17/15/2020 APPronid Product Dedrlaeloin SERIES 420A_JMANJM ^uG0 GXG Quoits Assurance Ire lOn Dwa 12,319024 Au«nwdtw use Ap«Quad far Uaa tan No was IM2*U $esteem Nor tMesian Prienstul ru'a 14&141 1Ij,(l NO1J-REINFORCED SERIES 42 o AL JII J M SGD OX. XO. XX 12/31 CO24 No Ye, .r, N,A ?Fits. s',sr7 .N NUN•REINFORCED ern t'n .r •I aMWVat sop nCnlrORCCO Otto 12,0,2024 rb +inn ,". f✓n 145 ,4"Ad1 qud- SERIES 420 ALUMWUM SW REINFORCED OX, 1213111024 ^in Tort No WA X0 xx 96Lqud;x966rlux, SERIES 420 ALUMWUM SGO REINFORCED XXX 12R'?9.'4 qo Y'e, No WA l43&quo" 6aqud. May 27, 2022 PRODUCT APPROVAL SPECIFICATiON SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS FL17499.2 +60.0/-60.0 psf 10/8/2023 A. SINGLE HUNG MI Windows and Doors Series 185 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FiXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A' 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31/2024 MiTek industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822,5 +100/-100 psf 12/31/2023 I i The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE f6mis32•Ri 9201 nrYll Y![algD 1a'oul- rs, ftnr*,I pr ^_020 ";rr rr D„xrn cf AACK: 'ra., Cl11eg«y '_.,Ice YIUI :leas .. e.mGmell F.4.,,. oar Conlpal.nts Conipnaect, Marriott. Z reMOCaeon Mark a Linear FlAY 1537Ra R«arcra $� $acid Model. ••umber or Nerd 1 607, 707, 727. 747, 757. 777. end 847 Smiler and nuns of Doors Florida Department of Business & Professional Regulation Page t of I Bulking Codes and Standards 116f2o:1 Product Approval Application Detail Entity or 111111 t>.B.t Dart Psndna Oat! coplard Rndn.n A Llrsnoe Y111delad ®t vaadMad s,lgNpdted F&C Aa... v 1 Auetadmd auum TamR404Y ILLC Troy 81shod, PEulluf2a;,b '176142020 1201002C Approved 1641)494-2813 49541947-0Aa-0 lamrahtylit ..wwio m 9MMMLAMULM APnrov ld }w the AnorriM to( U so i tug RULM Product Descrldlon �Z Outside HVNZ Resistant Pressure Flusn, :'Jlezed, and Louvered single and pens of 1261 2025 Yns Yes Yes NIA lollop insist door. Florida Department of Business & Professional Regulation Pep.I oft Building Codes and Standards 14=1 Product Approval Application Detail FLnrblao.aa Code Erell or Date Dole Data Pendrw Oat. sae )fosse vmboiwz GaDl1u Cgati.-aLl- xa�[ VAN" 21,bodlat MProvaa Aagmnd A" Rew.Nn 2020 MI MAndolis and Dias SAW Sittings, Attention Architectural Steven M Urich PE 1 iei 712n20 11117/2020 11r72020 Approved Category: Vsvido.* (71', W,5.3300 Morelhduron AssatAWm 1717)3t7.8454 aWCANgory: Single Huny Owl?ripe-�mrw.00m Camphance M.nsod- C-11 cal on Will, a L ,tiny Ouaety Assurance Attempted! for UN Aamoved for this Iffspatt 0selm lr Product Made1. N1rrntler ur Naalr rs hI'lli QR41de H1e4Z $yfyt,g y 2 ra•. SI1 52.72 RwFlinge Fmm. st",liG 9net• hung laN =li No Yes t:,o ,rirv.60 LaMnaled Glass FLt/53bt 4ta gtElh � Y.ecalltn lllaoulacW[et Revision 2020 MI W1ndeves and Doors Cakse try: Wridcvrs al6cm.9.,Y Narl-11.1 'e.l., eompases. Malllud ,: Ifl cdrdn Mark or Lrutny FL.nsml.Ra RMums sea M Friuli MWaL Number or Name 1 HIS 168 Fln and Flange Frame Florida Department of Business As Professional Regulation Building Codes and Standards Product Approval Application Detail one 1 M I 1,6r021 ElllbCg Emin.r A Llrmu yaadal.d M fMlt 292 Data Pendna t'%agum,fd IDll AgncslaA at.,. bent Sltlirl k"n"Cen Architectural Staves M. Wsm, PE I0A6r020 twill 101111142020 Approved (7171365.1Y00 Manutedlurw, Association (717)317-8454 h'atingefgini-i coin fl oducf dadrlIXlan Quallty Assurance iiglen Dies Aoorovsd fu U.a Alg2rivtcl fat Uxa I Z Oulada HYHL 111104ct gash, Resistant Pressure 73x52 bellied Ciex 02r18r024 No Yes No .1-, ., Florida Department of Business & Professional Regulation Peter .12 Building Codas and Standards 6 2021 Product Approval Application Dataa# FLe15149411f4 - ,I - - 9212 Eel or gyp, 21U Date Pendm Awe LLU Version MmLda49aa Contact Encinew a Lute t vab& M By Validated $bffdtffi FBC Aoerarwl ADMZld §tenet :i-ir rcn 2020 MI Windoas and Codes bAttendedent Sharper Aertded AtdPhedurtl Silvan M. Web, PE I L22/2020 11r221302'0 I lP.&2020 .Ailrx"d eMegory. MMdows f 717) 365.3300 t4ismr81efurws Association (7171317.8454 aut,Caegoey Flxsd blalulwo iwdcorn Compliance Method I or n,; all or Ve N,f L4s11ng PLa15Y9-R1d fla]ucts r Rodct YorY. N,m6ar w flotaAJ reawa Descriptionf-.NV boo G1dat Jn-HVHZ Out.ld. HVHZ 9aellfa l Protest, 1 III PW !3 t 721n%Aabed Glass (MAIDU 023 No Yes No •60160 Florida DopartmeM of Business & Professional Regulation a.ge I a: Building Codes and Standards 16202 PfodUCt Approval Application Detail gssstn Erigho x 20 20 Date PandIM go n'Jg v r lap Neouta4,- s„mlacl eneln..r A Ucwi.e VAidded ea yid id , ESC Apmoral A-,,,d 31aaa Revlaan 2020 MI Widgets end Doors al SItIMper Luis R Lamas. FE Stawn M.. Ul1ch, PE 1omf1I?0'?0 I+aK1,SI."120. IIL'191^. • 20 S,200 "Proposal Category: Wndoe's (717) 3n1.3300 PE42514 (717) 317-11454 aubCmagory. rJulllor,.s baitlMger�mirrd.som COMPe4M. Method. L-It ellirn Report norm x Florida Reglsrered AldhroA or a Licensed Florida aratal F.ng.neer FyEl SM340 Products $1M3E Pt aductModaLNutmber or.Ntma Roden Dasc4lIXton a Apposesr«vas terrorist99QAAI� tlOdxil4 Sduttlries i BaYes Gillet[! 2 57 d4 Varucal Numinum Mullion 12J312034 Fro Y'as Yen MA PLt1Jla2•R6 uge Blue Ylt31S21 Mxlartaelurw Nrv•ua1 r : 17 so Hnrdk Bulling products, Inc. celege ry: P.nol MMs ahncal.lpry: 9iaing Compaw,de Maahod. E,sk etiar see red roan a Fldelit, Rau stemd Nhdecl or a Licensed Flonde Prof.--.1 Fnq'aar F Let 119246 Putel r deaAs Product Modw. NumWl as Ihrrie 1 Cemplank Lap Siding 2 NerdsP enk Lisp Siding Q AM VersionttallJilifiturx RSAsia+ 2020 AN1de Category', r vi Al lsAceirgil '•3rarits compliance MAhod: EvaluWm Repot from a F Nelda Raylstir4d Ardollow ce a Licensed Fiords f La152T2•RS P,,,rex,•a,al Engnear Roduoa lad k 1 a 8Wd,2rdquq; Sdw 2 b Aqud:Aaance T44,qud: SoAM 3 c. 6g[d:Gretnbmer VlnNge aeadodU39. $,At 4 d bqud:O5Ag,a: Sala) 5 n baud Charts OskBgtd; Sam 6 ' b::; or -.super 8pen4liqud: Son Aug 0 3 2a� lei rt 1� Z, ..,e.'rat N >S 1' (I v IRT1'.r. �. ,c•r Plans IF? = 7'Iti. N 1 :1) M� {,Cjtll..� h1�.'L{ L It - htfJe- ,3ra�`sl6a�� J(�4�J,��d,ra��,.r for con 1p >� 1eio� - GAF %�n(tt:. (�'.. Preens Edition by .u6Cw.pary o dn.a E AT , Conelb *Method. E"aluara, Revolt non, a Riede Registered A,.0.0 der . Licensed Fond. Profess ah.l Legg. FLel0l144R2a RaLCN • Aug Roduet Midw. lumbar a Nanny I GAF Aspltult RWN Snngeas Florida Department of Business & Professional Regulation ,'alga 1 n 1 Building Codes and Standards 1412Ot1 Product Approval Application Detail :Ctlat ce gNt ate Date r4nwsm contact Enarroosr A 1.1conals yslwwadav ymaauA -2 f&CAM-M A,d ! Cf J nIr 1,i,.v V Andrew Tan John Southard. PE b 111' �';Io:` I?114r21)20 01AD6,2021 ding FliC Appn IW915456359 PE-81602 13521367-252r cldiad.-ial"Mashardl e.com OAMI" Mauwsua Autouvrd our use A-Pyad tar use 110111 200 fl odfrcl CNsrrinllnll contract Eedsllan 040a Ion HVH2 Outside NV11Z P"NWV Ar •:,enw, lop sldng 121?1 r(ri re. Yea NIA NIA r.oCert,ent Yap aldng 12/31,2023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards CA 021 - PrWuct Appiuval Appllcatlull Detail Entity. 20 teal Dil Findrul 2" fammA lJcensp vbadwsda xtww Illuturrillied FK Amulets NWLU" A" Nice Thdrnpsal LI ndo .,u,;-Adel. P Ir RYVn J. ling. P.E. 02MSM21 0`211512021 1vr.•; rn?r 041r 1121, Appavtd (3301922-2389 PIP C40 (613)7675565 nthornpson g2alside cool Im21 Vent a sow VII split 12,11,7023 No Yes No NIA Vent a Bead V" Solar 12131 r023 No Yes No WA VeM orSiSlid VYsyl S 12"I'll" No Yes No WA. Vent or solid ViI Bose "12l11^u23 No Yea No WA V.nl or Soled %W Sofa 124W02l IJo Yes No WA Vint or 3pw vinyi J>dM /21312023 ran yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 lilie 21 Etlttllsf Do as, Dole Pendlnu gall cordleol rmDlxALsaoaa vAidatsaoX VMdkd amboam Et A-val A--d 2a191 Michael Shen Robed Nlaminen John yl Nnezevld,. PE Da26,1202t) 09210:2021 lo,02r02o 1.111 t,/X1Ii A4wat,ed 1800) 766-3411 PE.MIO 10541772-6224 m.ti. hog.f,carn 9WAMAeoernag duu« LLUMALuse A lama g� & dooDn � In WAR oultid. HVHZ ggultiturd foriss.q Fiberglass reinforced 3-AL, teemed. alb and 12116l.M22 NO vs. NIA. NIA NPAldge ..cpnelr Ovi f-0 Cn sol > (D }. U �ate Q • `rr .CD v N U) N q � CU (� Fn 2 � a) 0 S2 C O C LL _O O .Ln _ 2 ID � � o � I--0.aCna< E Z Z W J L E -4--f N Z ca CU o o Q � U O a N U `U m OCU � W= z� J z a J a SHEET N0. PA I 10 1 11"Trill irm O N>U Oct +--a Simpson Strong -Tie 2020 FBC Approved Products Updated121301W20 Simpson Strong -Tie 2020 FBC Approved Products Updatedl2/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30I2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 NCL O For direct inks to all SST approvals listed below. CLICK HE RF, For information Floricla's 'NO � "`"" For drecl finks to all SST approvals listed below, ._.L� L1J`r ..8.6 ° r,''''"tlli.. , , For 6rert links ro ail ,SST approvals listed below, COCK HE:Rf. ^"a"a8"Florida's _ , , . 1 For direct inks to all SST approvals Wed below, CLICK HERE. ® N T� . additional regarding Statewide PruduG Approval System and bistro -Dade County Notice of Acceptance �LVCK LJM. N p Ay, c For additional informaton regarding Florida's State Product I n anx- ade Coun eg g aide odu t Approve System a d MI 0 Nair o, Ai " m; >Y r , 1 . nptencc INOAI. U I ' For additional information regarding Flor da's Statewide Ncourt Approval System and Miarr-Dade County Notice of ( i 1 I ^u' 14FF ��t For additional IMametlon regarding Flaide's Statewide Product g g Approval System end Mlaml-pads County C tl' 1 Notice d Acceptance 1NOA'1, 6, h k,;3'Jr, V W� FLit2353 R7 FL910446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.518" to 3- =3 CU/ � Sea # Product Model. Number 9/16" and heights ranging from 4.5/16' to 11". Concealed flange 1 or Name Titan Product Description §W Product Model. Number or Name Product Description §gg„a� Product Model. Number or Name Product Description version (HUSC) avaitable for models having width equal to or O .O Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw 1 A21, A23, A33. A34, A35, A44 Anges 1 6'T BTS, BTH Brick Ties greater than 34M6". O 2 APA21, APA4. APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 :,M :,MST 12, CMST14, CMSTCI6 Coiled Straps 12 ILIS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- O Q � e� 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, APS1010, APB101OR APVU44 Outdoor Accents Post Bases 3 CS14, CS18" CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-114" to 16". � O '� FL#9589 RB APVB44R, APV668, APVB86R, APVB88, APVBSSR, APV61010, APve1010 < 4 CSHP18, OSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3.63-SOS, LGU5.25•SDS Face -mount hangers (113 ;tea (U 4 APD R2.4 APDJT2R-4, Apn,IT2.6 APO,IT2R 6 APVf.1JT2 4, APVCJT2R-4, APVDJT2-6, Outdoor Accents fleck Joist Ties 5 Cli Compressiont tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers Cc) �1 ) � s� 1 O Gga# 1 Product Model. Number or Name SD10112DBB Product Dea U2n APVD'12R-6 6 DSP, SSP 1;'.1° stud t� Plato do 16 LUC282, l UC2102 Face mount hangom - v_' c O Outdoor Agents Connector Screw 5 APHH46, APHH46R, APHH610 APHH61OR Outdoor Anent, Heav y Hanger 7 H1„ H10A H2 5A H3, H6, H7Z, HIS, H16S, H16.2, H16.2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9/16'to 4- (D L (D L 2 SD91121 S09212, SD10112, SD10212 Strong Drove SD Connector Screw 6 APL4 .APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT -. H_,1 -3 rG f.4 Heavy Girder Tiedown 5M" and heights ranging from 3" to 10.15/16". (n O 3 SL10112SS, SD9212SS Strong Urine SD Connector SS Screw 7 APLH24, APL H24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 Hs24 Hurricane Tie 17 MG U3.63-SOS, MGU5.25-SDS, MGU5..60-SDS, MGU5.62-SOS, Mi 00 SOS Face -mount hangers � � ��' `V Ito �- 4 SDCF22434, SDCF22512, SDCF22614 SDCF22700, SDCF22858, SDCF221014, Strong-Omre SDCP Timber-CF Screw 8 BVLZ Brick Vene.er Ledger Connector 10 HSS" 5' 151 5, HSS2-2-SD$3, HSS2-3-SDS3, HSS4-S0S31 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9I16' to 5- Q SDCF221134, SDCF221334, SDCF271958, SDCF272356 9 CST2Z„ CBT4Z Concealed Beam Ties 11 HS1.1 HST3, HSTS, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/2"'. �Q 5 SOCP22434, SDCP22512, SDCP22614„ SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCPTimber-CP Screw 10 CJT3Z, CJT4Z, C.IT57. C,IT67 Concealed Joist Ties I,"S16, HTS20, HTS24, HTS28, HTS30, HTS;OC Heavy Twill Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100 SDCP221134 SDCP271400 11 DJT14 Deck Joist Tie HTSQI6KTZ, HTS020KTZ Heavy Trost Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available inwidths ranging from 1- 6 SDHR27400 SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop -.4 LFTA Light Floor he Anchor 9/16' to 3.9116" and heights ranging from 3.111&' to 13-3/4". 7 SDS?5112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, Sr1a-25412 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Frarrwo C;11), 15 LSTA9„ LSTA12, L STA15 I i 'i A 18 1 STA2 1, 1.STA24, LSTA30, LSTA36 C,trarghr Straps Concealed flange version (SURC, SULC) available for all double SOS25500 SDS25600, SDS25800 14 FWANZ Foundanoni Wcalu Ane es 16 LSTid9, LSTI73 Straight Seralrs 2X and 4X models, only acute flange is concealed. t 8 SDS25'112SS, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GAi, GA2 nussr"t Angles 17 LTB20, LTB40 BrAgin 1 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16' to 9 SDWF2716, SDWF2720, SDWF2724, SOWF2726, SDWF2730 Strong -Drive SOWF F loor-to- F Ion r Screw 16 412A, H2.5T H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16 L?LSIL4 LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11-1/4", 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4 HHr' Header Hangers 20 MST2:' Pf i;t/. MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA21, MSTA:.O. MSTA3r3 IVISTA49 Straight Straps FL#10667-R8 20 1_30, L50, L70. L90 Angles MSTC40, MSTC52, MSTC66, MSTC7Q Straight Straps Product Model, Number or Name Product Qe9l;AgWM 21 LCE4 Post cap ;?3 MSTC48B3, MSTC8683 pre -Bent Straps Sep # Product Model. Number or Name Product Description 1 ATR318, ATR112, A'TR518, ATR3/4 Threaded Rods 22 LS30, LS50, 1.1370. LS90 Skr"'watte Arlgre,s 24 MST126, MSTI36, MST148 M,371 0 MST172 Straight Straprr i BA series hangers Top flange hangers available in widths ranging from 1.9/16'to 7• 2 ATUD5 ATUD6 2 ATUD9, ATUD9.2, ATUD9.3, ATUD14, ATUD14 2 Aluminum Take -Up Device 23 LSCZ Adlusteble, Stour StringerConnector 25 MTS12, MTS16, f4,;JA IVITS20, MTS24C, MTS30, WS30C Medium Twist Strap 1/8" and heights ranging from 7.1/8" to 30", 3 BP3/8-2. BP112 8P112.3, BP5/8-2„ BP5/8-3, BP3/4, BPS/4-3, BPRTI- 03.4 Bearing Plates 24 LSSJ26LZ LSSJ26RZ LSS,Q8LL, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2y 10-1Z !4c.A2x12-12, NCA2x8-16, NCA2x10-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318 CNW112, CNWW, CNW3/4, CNW5/8-1/2. CNW314-518 Coupler Nuts 25 1-5SR1 81 LSSR2.1, LSSR2 37, LSSR2.56, LSSR210-Z LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RGWE,12. RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55 CTUD65, CTUD66, CTUD75, CTUD76 CTUD77, CTUD87, CTUDIi CTUD97, Coupling TakeUpDev ice 26 L1 P4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1.1/2" to 3 CTUD98, CTUD99 27 ML23Z, MI-24Z ML262, ML28Z. ML21OZ Angles 2P RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, NB Heavy Hex Nuts 28 MMH8 Rod Tie -Down 30 SP1, SP2, SP41 SP6, SP8 Stud Plate Tile 4 DGHF series hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 7 RTUD3, RTUD3B, RTUD4 RTUD48, RTUD5, RTUD6, RTUD7, RTUD8 Ratchebng Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 91 24", 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, Pu9MLU 1: 9 NIMI-0311 Face -Mount Hangers 32 SS1.5, SS2.51 S$3 SSe 5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST29 . Si21 `;T 115 ST2215, ST6215, ST6224, S'T6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/2". 10 URS3 3W Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Dawn 34 TB20, T1327, TB30, TB36 T642, TB4b TBS4, TE56, T860 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 11 URS4 1/2 Upli t Rod Run Tiedown System 313 R'rC;227 RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB72, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32" 12 URS5 516' Uplift Rod Run Tledown System 34 STC STCT OTC, HTC4 Truss Clips 36 VGT, VGTR. VGTL Variable Pitch Girder Ttedown 7 GLS series hangers Saddle hangers available in wdths tangling from 3.1/4" to 6.7/8" 13 URSB 314" Uplift Rod Run Tiedown System 35 T,x; il, JG57 Truss Jack Clips 3; vVB106. WB106C, WB126, WB126C, WE143C: Wall Bracing and heights ranging horn 8-1/2" to 28" 36 Z2, Z4 Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11"to 32" FL#1044/-RB rLN10�3i-R7 9 HS series hangers Top flange ranger; available In widths ranging tram 1.9110" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". Sep # 1 Product Model. Number or Name DTT2 Product Descdption �t Product Model. Number or Name Product Description 10 HGL S series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" Hold-down) Sea # Product Model. Numoar or Name Product Description 1 CBH2,17x5 r, OBH2 37x7.63, CBH2.37x9 75 Concealed hangers and heights ranging from 10.1i2" to 28". 2 HDC1014, HDC10122 Hold-dowrt 1 AHEP Adjustable Hip -End Connector 2 DU, DHU DHl,I TF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3.1/4"to 8- 3 HD08, HHDQ11, HHDO14 Hold-down 2 DSC2R•SDS3, DSC2L-SDS3, CSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116'to 3-9/i ti" and heights 7/8" and heights ranging from 7-1 i7' tc 32" 4 HDU2, HDU4. HDU5, HDU8. HOU11. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23.16M6". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1 81, HCP2, HCP4 Hip Corner Plate HGU3.63SDS, HGU5 25SDS. HI,i 15 50 SDS HGU5 623US, HGU7,00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTHDS, LSTHD8RJ Strap -style hold-down 5 HHRC2.2, HHRC42 HHRC422 HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5 3713.12, Heavy Hip to Ridge Connectors SOS HGU9 00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2.5116" to 3- 7 MASA MASAP Foundation anchor strap HHRr:RR 1 I i'CI i y enr- hangars Face mount hangers available in widths ranging from 1 6/8" to 7 A/ifl" and height. ranging trim 1 R" to 7R" 8 MPA132„ IAPA144 Strap -style purlm anchor 6 HRC1.61, HRC22 Hip Ridge Connector 316'and heights ranging from 5-5/16" to 12-718" 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3.1 /8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style puriin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hang;et 5 HHGU5.25-SDS HHGU5.50-SDS, HHGU6.62SDS, HHGU7.00•SDS, HHGU7 25-SOS Face -mount hangers 3-9116' and heights ranging from 5-318" to 13.1/8" 10 PAI18, PAi23, PAI28, PAI35 Strap -style, puriin anchor 8 LSU26. LSSU28, LSSU210 Light S kopoablelSkewable U Hanger Ei+1r;"P 00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHDto, STHDiORJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 L•H _'528-2, HHUS28.2, HHUS210.2, HHUS46, HHJS48 HHUS410 HHIJSS !;0i10, Face -mount hangers 1/2" and heights ranging from 37/16'to 15". Coneealad flange 12 STHO14, STH014RJ Strap -style hold -clown 10 TC24, TC26. TC28 Truss Clip HHii25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213. THA218, THA218-2, THA222-2. THA413, THA418, THAC418 TH.A422, Adjustable Truss Hanger 7 HSLIR, HSUL, HSURC, HSULC serves hangers Skewed face -mount hangers availabie u1 wdths ranging hom 3- greater than 2.91 THAC422, THA426, THA422-2. THA426.2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4" 16 HWP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 12 THAH.81122, THAl2.06/22, THAl2.1C22, THAI222. THA1322. THAI3522, Ti Adjustable Truss Han,,Tei Srze+l nor-Jcists Concealed flange version (HSURC. HSULC) available for all 1/8" and heights ranging from 5-318" to 28". 13 THAL422. THAR422 Skewed Truss Hi nuer double 2X and 0 models. only acute flange is concealed- 17 HWPH series hangers Tot) flange hangers available in widths ranging from 1.9116" to 7. 14 THJA26, LTHJA26, LTHMA Multiple Truss Han!.Ters 8 HTU26, HTU28, HTU210, H TU26 2 H1i i;t8 2, h0 U21CI : Face -mount hangers 1/2" and heights ranging from 5.318" to 32". 15 THJM2-4-SDS3, THJM25•SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in mcAns ranging tom 1-9116" to 7- 18 ITS series hangers Top flange hangers available in vadths ranging from 1.9/16" to 3- 16 TSBR2-24 Truss Spa ei.RP%I,.imt 1/2" and heights ranging front 2-718" to 19.114", Concealed flange 511 and heights ranging from 9.118" to 18" 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pin h (.o,mn airs version IHUC:) avaiabte for aR models having width equal to or 19 JB series hangers Top flange hangers available in width of 1.91 and heights 18 VTCR Volley fines'„Irp greater thirt 2-91 6, ranging from 5.318" to 7.114" 10 HUCQ1 81/6 SD,, HUG01.81/11-SDS, HUCQ210.2-SDS, HUCQ210.3SOS, HUC0310- Faca-mount hangers 20 JEA series hangers Top flange hangers available in width of 1.9A6' and heights SDS I,UGG410 SDS, HUCQ412-SDS, HUC052519SDS, HUCQS 25111-SOS, HUC0610- ranging from 9.3/16" to 13.1/8"- SOS HLIC0612,SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Jpdaled t2130/2620 Simpson Strong -Tie 2020 FBC Approved Products Updated I2J30W20 EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12J3012020 For direct inks to all SST approvals listed below, k, Ilk°RE, 0n J, i ,. - "W-RE r. , , . , .. For direct links to all SST approvals listed below, CLIC f: Hi ----- I�;° '1 r or �frect links to all SST approvals listed beiinv. �1 ^, • , For direct inks to all SST approvals fisted below : I. �, c' K H ER E • For additional information regarding Flaade s St atewitle Produd Approval System and NiiarN-Dada County Nance of Acceptance fNOA), CLICK WERE"..- .Far additional information regarding Florida's Statewide Product Approval System and Mkeml•Uaide County NarcC cA Acerr�lonce rPJUAI �. � .. `�t V: ; .".e,..�„1Jinformation ie�uart{t Cr-me r or additional i a r rn FI ''t I � �, >r '. r� r�;� - . regarding Dods s � a e n ne F aiu ct Aoprwel System and Marry Dade County Notice d Acceptance INOAI-,.,�J,y1,j(,�,;,.,t�, ylrA information r. .For additional mtamnation regarding I rondo s Statewide Product Approval System end Marro -Dade County ewid , Notice d Arcaprance iNOAj, (s�. 21 LB series hangers Top flange hangers available in width of 1 9116" and heights FL#11468-IRS 18 r'J r,ir 1 50, S/LBV1,81, SILBV2 06, S/LBV2 37 °.art BV 2 56, SILBV2 68, SILBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". 1,t.bV3 56, S/LBV3.62, S1LBV4 06. S/LBV4 12 :-jILBV4 28, SILBV4.75, SiLBV5.50 6 Strong -Bolt 2 (STB2, ST62-4SS, ST82.8SS) Strong46oft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in wdlh of 1 9116" and heights sect iF Product Model. Number or Name Product Description 9 S1L 1 120, SIDTT2Z, SA-ITT14. HTT4, HT 15 Holdowns steel and Types 304 and 310 stainless steel ranging from "16" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger SIMST60, S/MST72 Straps 118 mil 110 ga) 7 Then HO (THD-H, THD-HMG, THD-H4SS, THD•H6SS, THD-CS, THD-CS5SS) Titan HO Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ianging frcm 3.1/4" to 6 2 HRS6, HRS8. HIP S12 Strap Ties '1 SP41 SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 716" and heights ranging from 9" to 33-112" 3 HUCO210-2-317)S, HUCQ210-3-SJS, HUC0310-SDS Joi.1 Hanyrr SSP, DSP, TSP Stud Rate T eon stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 5- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hatiger 23 STC, DTC Truss (Alp Type 316 stainless steel 718" and heights ranging from 9'" to 32-1/7'. 5 THGO2. SOS3, THGQ3-SDS4 5, THGOH2-SDS3, THGQH3-SDS4 5, THGQH4-SDS6 ,Dist Hanger 24 TB022 T russ Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, TH050934RC) Titan HO Threaded Rod Coupler for concrete Cn 26 MIT sit rise hangcro 'Top flange hangers available in vudtha ranging from 1 0118" to 6- a I ICW3-21 THCW3 4. THC W4 3, T11C W4 4 Jo'iat Hanger 26 TJC37 Truaa Jook Connector 0 Tilton 110 Threaded Rod Hanger (THD0261158nH, T1IDD37158nt 1, T11037212RH, Titan HD Threaded Rod I iongcr for concrete 1/6' and heights ranging from 9-114" to 24" THD50234RH,THD70212RH) 26 PF, PFS, PFDB, PFDSB series hangers Top flange hangers available in width of 1.9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7-118" FL#17473-R5 FL#13904-R5 CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-W16" to 7- Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230•R8 118" and heights ranging 9.114" to 37. 1 DETAL20 Double Ernbe clod Truss Anchor 1 CCQM3.62-Si CCQM4.62-SDSHOG, CCOM5.50-SDSHOG, CCTOM3 62-SIX-i Masonry Pier Caps ^. FGTR PGTRHL, FGTRHR ,under Retrof t Anchor CCTOM4 62-SDSG, CCTQM5,50-SDSG, CCCOW.62-SDSG, CCCOM4.62-SDSG, Sect # Product Model- Number or Name Product Description 3 Hid, H16S.H16-2,H16-2S Hurricane Tie rCC:7:MS 0-SOSG 1 AT-XF AT-XPHigh-Strength Acrylk;Adhesiveforconcrerteormasonry 4 HFTA17, HFTA16, HFTA911, HFTA24. HF=TA4n FmMxldsid Tnass Annhnr 2 FC.i'I ;MI 67C;.KT FCr:I OM4 67r;-KT. Fr:r:l QMS !ill? , KT Fr'i":I I C]Mr,3 A?C;-KT Ma-4nnry Pier CapA 2 FT -HP FT -HP Fitt Adheaivw for m"rinry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor bCCLLQMD4.62G-KT, ECCLLQMD5.50G-KT ECCLRQMD_1 bt"2G KT, ECCLRQM04.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry AR"Product Modal. Number or Name Product Descrlotlon 8 HGAM10, HM9 Masonry retrofit connectors KT, FCCLRQMD5-50G-KT 4 Strong -Bolt 2 (ST62) Strong -Soft 2 Wedge Anchor for masonry 1 ABA44, ABA44R. ABA46. ABA46R, ABA66, ABA66R Adjustable Post Bass 7 HHETAi6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 1,0-LIM5 75 HGUM5,50, HGUM7J00. HGUM7 25. W30MO 00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ASU44, ABU44R, ABU46 ABU46R, ABU5.5, ABLI ABU65, ABU66, ASU68R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SOS2.5, LGT4-SDS3 Girder Tiedown 4 LGUN1:!B ' I_GUM26-3, LGUMZ3.4, LGUM28.2, LGUM28-3, LGi IN128 4 U_ IUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD.HBSS, THD-CSOSS) Then HO Heavy Dully Screw Anchor for concrete available in 304 i ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor +SU^v1.'0 3, LGUM2104, LGUM46, LGUfv148, 1-GUM410 or 316 stainless stealwlth hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW68Z, ABW66RZ, ASW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12A I 15 rABHA'? 5617 25, MSHA3.58/9.25, MSHA356111.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC41R, ACE4, AC6, ACSR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111.88„ MBHA3.58/14, k46HA3 56/16, MBHA3 51918, MSHA5.50/7.25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC41R, BC6, BC6R, BC8, BCS2-2/4, BCS2.316 Post Cap 12 NITSM16, PATSM20, HTSM16 HTSM20 Twist Strap for Masonry MbHAt 5019 25, MBHA5-50111.25, MBHA5.50/11 88 MBHAa., 5U114 MSHA5 5006, 6 CB44, C1346, C848, C1366, CB68 Embedded Column Base f,IRHAa t�0/18 7 CBS044-SDS2, CBSQ46-SDS2, CBSQ66-SDS2 CBSQ86-SD52, CBSQ88-SDS2 Embedded Column Base 6 MyHI_ 3 h/9 25. MBHU3.56/11.25, MSHU3.56111 88, MBHU31,6/14, MbHll 6061 Masonry Beam Hangers F016937-R3 8 CC, ECC, ECCU Series Bolted column caps with WI ranging from 3-1/4" to 9-1/2' and FL#11496-R5 MBHU: olio MRfit) 55019.'2rfi„ MBHU5 50111,25, MBHUS.SU111 88 MbIi, ,Clo 4 W2 ranging from 3-5/8" to 7-1/2"' MBHIU5 50/1„ "+ir"aL-5,50118 Sep # Roduct Model. Number or Name Product Description D 9 CCOSDS2.5, ECCO-SDS2 5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2" and W2ranging front 3-518"'to7-1/2" Sea # 1 Product Model. Number or Name D111Z Product Description fiw.F;'Tensir.:nT1e 1 X34B1016-5K, X1 S1016, X1 B1016-4K, X01S1016, XQ181016.4K #10-16 Strong -Drive X Metal Seff-Drilling, Tapping Screws with #3 10 CPT44Z, CPT86Z, CPT89Z Concealed Post Tie Base 2 HD12 HU 19 I, Merl Holdowns FL#13975-RS 2 XL0114T1224, XLQ114B1224-2K Drill Point #12.24 Strong -Drive XL Lae -Head Metal Self-Driling, Tapping rg 11 12 EPS44A, E'P644, EPB46 EPB86 EPS4Z Embedded Post Saw se Embedded 3 H;)3B, 'HUSK. HD713, HD98 bolted Ho'+downs Screws with 05 Drill Point and Large Diameter Hex Washer Head _ CIO 13 LCB44, LCB66 Post Base Embedded Column Base 4 5 I iIT4 HTTS, HiTS-3i4 L.TT19, 1_772013, LTTI31 Tendon Ties Tension Ties Sew# Product Model. Number or Name Product Description 3 XMQ114S1224, W011461224.2K #12.24 Strong-Onve XM Medium -Head Metal Self -Drilling, 0 Light 1 SD'W_'_ .rr_: SDW22338, SDW22438, SDW22458, SO N22500 tiD J.261i0 SDW22638, Strong -Drive SOW E'✓'JP PI. V anti TRUSS PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC'4Z, LPC6Z tAPB44Z, Light Post Cap -,ia 4 XQ114S1224, XQ114BI224.2 5K, X11481224, X0112S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MPBWZ, MPB88Z Moment Post Base SD AC15450, SDWC15600 Strung •Dime SDWC TRUSS Screw Drill Point 16 P'844, PB44R, PB46, PB66, PB68R Embedded Post Base FL#13828-R5 3 SDWH1930ODB, SD'Vv'H194U.10LB SD'OM19600DB, SDWHI980ODS, SDWH191000OB Strong -Drive SOWH TIMSER•HEX Screw 5 XU34S1016, XU34B1016"5K #10.18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 18 PBS44A, PBS46, PBS66 PBV6, pBV10 Embedded Post Base Round 4 SDWH27400G, S''WH27600G, SDWH278000, SDWH271000C SD'NJH7J1200i y Strong -Drive SDWH TIMBER•HEx HDG Screw 01 Drill Point Post Base Seal Product Model. Number or Name Product Description 5 SDWS 1: SDWS18300, SDWS18312 SDWS16400 Strong -Drive SOWS FRAMIN,; ';crew 19 PC;44-16, PC46.16, PC48-16, PC64.16„ PC86.16, EPC44-16, EPC46 16, EPC48.16. EPC64-16, EPC66-18 Post Cap 1 SE&8x24, SB7/8x24, SBIx30 $B Anchor Bolts 6 ^ ". 600, SDWS19712, SDWS22400 SOWS , A10 SOW5,22512, SDWS22600, Strong -Dime SfjVVS TIMBER Screw('Intenor Grade) 2 SSTB16, SSTB20, SSTB24, SSTB28, SST834, SSTB36, SSTBi6L, 55TC32UL sSTU? Al_ S5113 Anchor Bolts F,._;AS 22800, SDWS2290Q SDWS221000. 6F)"NE;,.1100, SDWS221200, SDWS221500 FL#35320•RO 20 PC4Z, PC4RZ, PCSZ, PC6RZ, Pi PC8RZ EPC4Z, EPC4RZ, EPCSZ, EPCBRZ, EPCBZ, Post Cap SSTB28L 7 1 DWS22300DB, SDWS2240008 SFV'VS, :'ai(JODB, SDWS22600DB, SOWS2280008, Strong -Dili SDWS TIMBER Screw (Exterior Grade) _11111-0 EPC8RZ SOWS221 OOODB Seg # Product Model. Number or Name Product Description 0 21 PPB44-4Z, PP844.OZ Punt Baar a SOWS2 31 rOBB L�v'vS'.'_2512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43,5, DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Corineelar 22 RPSZ Retrofit Post Base FL#1.3872-R4 9 SOWS?flan -S SOWS2740OSS, SDWS275WSS, SDWa:17600a!-J SIJuVP�27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB-3 5. FCB45.5. FCS47,5, FCB49.5, FCB411.5 Bypass Framing Fixed-Cip Connector SDWS27100GSS, SDWS27120OSS 3 FPHS034S1016, FPHSD3481016, FPHSD34B1018-5K. FPHS034S1214, #10.18 and#12-14 Strong -Drive FPHSD Framing-to-CFSSelf- S0 ect Product Model. Number or Name Product Description 10 i YA", 1 14VU Strong -Drive SOW V SULE 1 O-RPM Screw FPHSD3461214, FPHSD34B1214-5K Drilling, Tapping Screws 0 FL#10866-R5 I CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, C520, CS22 Coiled Straps 11 ;1 N22 Outdoor Accents Hex -Head Washer 4 LSFC2.25. LSFC.4.25, LSFC6.25, SFC2.25, SFC4 25, SFC6.25 Steel Framing Connector L 2 HRS6, HRSB, HRS12, FHA6, FHA9, FHAl2, FHAI8, FHA24, FHA-30 MS:,TI; 6, M5TI36. Straps 97 mill (12 ga) 5 I.SSC4.25, LSSC6.25. SSC2.25, SSC4 25, SSC6 25, MSSC225, MSSC4.25, MSSC6.25, Steel Stud Connectors 1CL LW Product Modal. Number or Name Pwduet Deaeription MSTI48, MSTI60 M.5r172, SJMST27, SIMST37, .CrMCT4A MCCr`A.25KW, MSSrA.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24 HTS28, HTS30, HTS30C Heavy Twist Straw. FL#15363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5,5S Rigid Knee Wail Connector 'D 2 3 FRFP GH46-6, CH-18-8, CH4a-6, GH4a a, CHrl10 6, GH110. 8, GH86-8, 01-1e6-8, GHeB-6, GH68. Flat Retrofit Foundation Plate Ginner Hangar 4 LSTA30, LSTA36 I STI49, I. STI73 MSTA9, M3TA12, MSTA15, MSTAI8, MSTA21, MSTA24 traps 43 nil ,tr+ ,t,ii 7 SCB43,5, SC645.5, SCB47 5, SC849 5, SC8411 S, MSCB45.5, MSCB47.5 Bypass Framing Slde-Clip Connector 5 LSTA9, LSTA12 I STA15, L9TA18 L STA:1 L STA24, ST292, ST2122, ST2115, ST2215 Sir ars inn ;.1ri ;a! ;Sea Product Model. Number or Name Product Description 8 SCS325/97, SCS62-5/97, SCSB; 61118, SCS82-51118 Bypass Framing Connecter 6, GH610.6, GH610-8 8 LSUBH325 SUBHa25. M5L18H3 25 Bnd;ainaj i•'on, ec toi i AS 18, AS 18S5, AS 18S6 18 ga Truss Plates 9 SCW3.25, SCW5 5 Head -of -Wall Slkle-Clip Connector //0�)� `V 4 5 GLS5A, GLB56. GLB5C, 1`31.65D, GLB7A, GL678, GL67C, GL87D GLBT512 r_,BLT612, GLST516, GBLT6IQ GLST52Q GBLT620 Giuliani Bearing Plate 7 1 Lateral i e I'iile 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8 25, SJCI0.25, MSJC8,25, MSJCiO.25 Steel Joist Connectors Glulam Bearing Plate H LTS12, 1-1 SLTS18, LTS20 Light I wilt Straps 3 As-20 20 ga. Truss Plate 11 SS83 518 Bypass Framing Slide -Clip Strut Connector .. W16. 6 HGt.BA, HGLBB, HGLBC, HGLBD Heavy Glu lam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, NV;TCAO, MS I C5,2 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O 7 HG1.2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 88 mil (14 ga) Screw ui 8 UFPI0-SDS3 Universal I Foundation Plate 11 MTi 512, MTS16. MTS18, MTS2tl. MTS30. MTS24C M7530C' MiadiumTwistStraps 13 X01S1016, X01R1018-4K, X01S1:14, XOt R1214-3.5K, X078S1224, X07891774 31< *10.16, 012.14, and 012.24 Strong-M vie X Metal Sa8-Drilling 9 URFP Universe) Retrofit Foundation Plate 12 S/131.56, S/81.81, S/W.06, S/B2.37, S/82,56, SIB2 88, S/63 12, S183 56, S/83.62 SiB4.06, Top Flange Joist Hanger, FL#15730-R4 XQ114SI224, XQ114BI224-2 5K, XQ112S1224, XQI1281224-2K, X34131016-5K, Tapping Screws 984.12, S/B4.28, S/64.75, S/135.50 X1S1016, X1B1016.4K, X1S1214, XTB1214-3.5K < 13 SIBA2.1218• S/BA2.12/10, SiBA2.12112. SIBA2.12114. S18A4 1518 SIBA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z 14 8/BA4.18112, SIBA4.18114 S1H1A Hurricane Tie 1 2 ET -HP GAC, GDP, GOPM 50. GDPW M-75, GDPM-100, GDPS, G50, GW-75, GW.100, GTH Adhesive Anchor for concrete Gs fasteners and assemblies AUG 0 3 2022 z 15 S(HD8S" S1HD8B, S/HDiOS, SiHD10B, S1HD15S, S4iDi5B Iloldowns 3 PDPA, POPA-K PDFA-MG, POPAT, PDPAT-K, PINW, PINWP, Pli POPA,WL, a -actuated Powder -actuated fasteners threaded studs, and assemblies s 18 SHDU4, S/HDU8„ SIHOU9, S/HDU1I Holdowns PDPAW'L-%iG PSVL3, PSVL3-K, PCLDPA, PECLDPA. PTRHA.,, P7RHA4 J 17 SdJGT, S/HJCT Joist Hangers 4 SET-3r, Adhesive Anchor for car'icrete c, , r � n n Q. end ac�r!-Y •^ SHEET NO. PlaR :'ifi4 .(�1Y1(-j .. ns r for con 1piiai)(;o era Anne, K110-11, ;�w0 PA 12 MIAMM24DE WAArl-DADE CCr,_7.77-,' PRODUIC T C ONTROL SEC TiON II&P, SwMscreet Roc=208 DEPARTS ONT OF REGULATORY AND ECONOW RESOURCES MIR) N1=L Flonia 33175-2474 ROLUMLVD ( ODE ADIaNISTRATIONDMISION -NOTICE OF A(-C*EPTA_NCE (NOA) VWW MankledLitor "quomy PGT Indu-, tries, Inc. 1070 TiKhnolo 6n- DdA- t. orthVenice. FL 34 2 'r 5 SCOPT: ThisNOAi,, bettigissued under the appU iblerale 1, 31ldrtg111Atka$,7overnin9 the useof co wtruchoumateriali. The documentationsubamit*d has been revie%ved and accepted byManu-Dade:C%ouuty,R.ER -Product Control Sectionto be used in NbAmiDade C ounty and otheramas,where allowe4by the AuthairyHavingJurisdiction (AILT) This NOA `,11311 not be valid after the expiration date stated be 10"M The Nflami-Dide Couuty l?wduc t Control Section (In'MiamiDsde Couuty)andorthe AHJ ('tu areasother thanMiamiDade Ocmuly) teser%,e the right to halVe this product ormaterial tested quality a%uranceputposes. if this p "cucuormaterial fails topentortnin the a cepted manner, theninm6eturer wtU incui the expense of suchtestine and the AR7 may immedlatel y revoke. niod'fy. or Alispend the use of such product or material within their mrisdiction RER reserve,, the right to revoke the. N acceptance. if ttis detenmued by fiami-Dade CowvyProduc't Control Section that this product or uixerial fails to meet the requiie me nts o f the applicable building code. Th:s product r;» approved a:, de 5cribed beteuiand hat, been de"Lwed to coat ,*title the Florida BiWdkg Code including the Ifigh Velm 0, Hunumne Zone. DESCRIPTION: Series VinylShding Glass Door (Reinforced) tvitro 900 & 13.0 corner, -,-LAIJ. APPROVALDOC13KNT:avying No '.1ED-5A.70.0 Rev- B. titled "Vaiwl ShdingGlas sDoor N(_)A,(IJ%)". sheet. I duouith 21 aillprepa-edbywatsibmitet.dated lO-�-'i l5and last revisedontat, 01,21. signed and sealedby A.Lyrni-filler. P E., beating die Miaiiti-Dad e County Product ( o utrot Re -,Ision stamp wala the Noti ct of Acceptancesunk,ei and expirmitin date by the Miami -'Dade (conty Pro&ct Coistrol Section. MISSILE BIPACTR_-tTL\(,: Large aud'&mall'.%Ilssdt Impact Resistant Limitations: 1. See table I (sheet _j and table 2 (s,Leet§) for ipphicable SOD uait sizes der ip pres, sit e�,, reinforcemeuts q pes. glass types, sillnser (see tablet. B-1 & 131-2.,,heeft 7-8) and and iorla'out sheets reaturemmits u: I I thru 16 2 Rio %Yhite PVC. Tan (.Non -white) Rigid PVC atidBrowu coated (famiedor 'lair u'mied) white FumidPWIc be labeled per tefistwedN"OA's requitteuneut, 3 Egress operabledoon, trust c muplywith min clear width or heightpet FBC requirement as applicable. 4. Pocket walls under separate apt Tcvval, to be reviewedby Building of is sal LABELL�G: Eachunit shall bear a pemment label with the mainfacturet's name orl000 city, state andsetiesatul fol.lon'ing statement "14tanu-Dede C'aunty Product Control .41nored". noted herein. IMNEITAL of thisNOA sliall be considered after a renewal applicaum has been filed and there hara been no change in the apple able budditig code tiegatrimh- affe:t4 the performance of t1w; product TiERAHNATIO.N of this NOA %vill occur atier the exftritiondate or if these has 'bean a revis:caor chaugge in the Materials, use-au&ormanufatctureof the product or process. Misuse of lhtsNOA as anendonenwa of myprojuct. I or sales. advertising or any otimpurpo,,,es shallawonvitically tet in unte this N,OA. Fadure to comp Iv with any section of this NOA sh all because foi lennination and removal ofNQA. ADX 1RUSUNCE.NT: The NOA uuntw preceded by the words Nfia=-Dade Counry. Florida, and folloured by tore expuation date maybe displayed in advertising literatux e. If anyportionof the NOAisdisplaved, then it shallbe &:ne in its eutirety. LNSPECTION. A copy of this entiteNOA shall be provided to the user by the -am cnierorits di,�tributors ajd iLa'tl be available ibr inspection at they* site at the request of the Building Official. This'NOA rev ices & r*news'_X0A920L04.j.01.; and consisu of thispage I andevidence pages E-1. E-2, E-3. E4 E-5 & E-6 as Well as approval document mentio tied ab(we. Thesubmitted documnlaticu was tv.-jewed b,. Ishaq L Cimudi. P.E. , NOA No. :14.106.04 Expiration Duty April 14,2021:6 Approrat Da tt:llarch 25.2021 Page I PGT laftrrie,,. Inc. NOTIC E OF AC (EPT.LN(E: EVIDENCE S'E'B-NUTTED 2. 'Evidence Submitted undei pre%ious submittal A. DRAAA -LNGS 1. Drawing No. MUM570.0 Rev B. titled "Vinvi Sliding Gla8s DMNOA (LM). sheets, I through 21 of' 1. prepared by manufacniter. date 10 0515 and last revised on 04:2 '20, signed and sealed by A. Lynn I\ liller. P.E. B. T*E STS 1 Test reports on: 1) Air Infiltntioll Test. per FBC. TAS 202-94 2,) LTDAOM Static, . _jirPrMjjfe Test. Loadiagper FBC. TAS 202-94 3) Water Resistance Test. per FBC- TAS 202-94 4) Large Missile Imp ict Test pr FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS2103-04 along with tnarked-W drawings and iastallatim diagram of all PGT Industries, Inc. representative units listed belox and tested to qualify Dow sd 791 and D owso 983silicones. prepared by Fenestration Testing Laboratory, Inc_ Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 0-0,01114 FTL-20-210".I.PGT SGD780AIxuiuntuuShding Glass Door (iinit 7impt"saDFTL-20- 2107.2, PGT C A740 Alum Outswin9 Casement Wuidow (imit 8 in proposal) FTL-20- 21071, PGT PW7620A Ahnninurn Fixed Wmdow (unit 9 in proposal) and FTL-20-2107.4- PGT PIV7620A Ahiminum Fixed Window (imit 10 in proposal) dated 071120. all signed and sealed by Idalaus Ortega- P.E. C. CALCULATIONS 1. Anchor verification calculations and smictural, anah,sis, con4)1ying with FBC 7't6 Edition (12020). dated 04 22-20. prepared by martufactuter, signed and sealed by AnlbonyLynn lyfiller, P.E 2. Glazing complies with AST'M E1300-04. -09. -12 and -16. D. QUALM ASSI-R-kXCI Nbami-Dade Department of Regulatory and Economic Rewurces (RER). I. K-ITER.LkL CERTIFIC Ariays 1. Notice of Acceptance No. 19-0305.02 issued toKui aray America. Inc. for their -Trosifolt t1traclear. Clear. and ( olor PVB Glass Interlayf rs". expiring on 0709,24 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray A tneiica. Inc. for their K lear and Whito Glass Interlayen expuW on 07 04;23. 3. Notice of Acceptance No 18-1106.10 issued to Vision Extrtisions Limed for their `Brown Coated (Painted or Laminated) NA'hke Rigid PVC Exterior Extrusions for'"Indowsand Doors" exptring on 0Q,30 24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Lunited for their series "VE 1000 Tan.102 and lighter shade-, (Non-111ite) Rigid (Aular PVC Exterior Extrusions for Windows and Doors". expuuW on 12/29 -11. 1%haq 1 C panda, P1. Product C ontrol UxLitSuv*r'ri,,or NOA.No- *1_0:09.03 Erpii.,)h*nDar*i kpi,014,202.6 Approval 1)2t*s March .26,2021 E 4 P(--,T Industries. Inc NOTICE Of A( ( EPT'ANCE: LVIDEN(f SL_B_VITTEI) I Evidence sijbmirtM tuides- previous.NOA A. DRANIT.NGS I Manufacturer's die drawingsand sections. 6ribinfaed nuderN0,4A."o. 11-010" 04) -55" titled - Vtuyl Glass Dooi NOA I r Da. wirig No. 11D 1 0.0. title throtigh 21 of.2 1. prepared by manufacturer. dated 10105: I -.with recision A dated 04r05,17. signed and sealed by A L -viw Nlillef. P E B. TESTS I. Test report on I T-Tniform Static Air Pre.;,ztire Test. per FBC. TAS Large Missile Impact Test per FBC TAS 201-94 Cyclic Wald Pressure Loading per FB(_`. TAS 20'-� 4 along with nLuked-up dn. Nvi:igs and imtalla; ion diagraii4 ofirinyl slidLq glass de: ct pmpared by Fenestration Testing Lab, Inc.. Test Report No FTL 871' dated 12`07 1'*.:�.-gnedxid sealed by Idalnrs Ortega. P E (Test report revised on 0' 15,, 16 ould 1"12, 24:16) 2. Test report ,.in l)Air 1afdttationTess. per FBC' 1ALS2021-94 2) Uniform Static Air Pressitre Test, per FB(-. TAS 202-P4 34 Water Resl.;tmce Test. p,,?i FBC. TA' 2102, -94. 4) Large Nli.ssjje Impact Test per FBC, TAS 101 - c14 203-94 6) Forced Entry Test, per FBC. ?AS 20-1 -94 along, with nuked -tap drmxwgs and insl nation diagrain of vinyl ,bdwg glass do, �1. prepared b,v Fenestration Testing Lab. Inc.., Test Rqmort No. FTL 8546. dated qued and reaped bv Idalmis Ortega P. E. (rest report m' -i; ed curl 01 -04, 16 wuid 0-211 11;20 16) 3. T"i"report on I I Air Infiltration Test, per FBC:. TAS 210-'-94 1) Uiiifotm Static Air Presswe Test. per FB(-- TAS 201 -z4 3 ilk'ater Resistatice Test, per FBC, TAS '02-94 41i Large Nfissik- Impact Test per FBC. TAI;., 201-94 Sl -,,-c k Wind Pre ssxur Load uig per FBC. TIA S 103-94 6) Forced Entry Test. per FB( . TAS 202--P4 along withmarked-tip drawings ind inst-.Winon diagrani of %myl sliding glass door pqared p byFeriestration Testing Lab, Inc . Test Repot No. FTL 8547, dated 12_044i. signed grid sealed by Idahniss Ortega, P E (Test repro revised on 0-1 1 �5, 16) 4. Test report oil 1) Air TaNtraiion Test. per FBC. TA- 202-94 1) Unifonu Static As Pressure Test. per FBC. TAS 202-94 3) Witer Resistance, Test, . per FB(,-'. TAS 202'-4'4 4) Large Missile NVact Test poi FBC, T ' A �' 2 01-04 j Cynic WiLd Pressure Loading per FBC. TAS 2'1.5 -94 61 Forced Entry Test. pee - FBC. TA S 2 02-94 along withmarked-up dial.k-ings and iwtallatioa d.,"loMain of iinyl4iding glas,, door.prepoaei by Fenestration Testing Lab Inc.. Test Report No. F TL 8548. �aittd 1104,15. s:,gned and sealed by Idalnus Ortega, P. E (i"est repave revised oil 01 04,16 and 0111116) I - h,% q 1. Chanda. P.E. Product C. ourrol Uuit Sup#r i:or i NOA No. '141:0403 Elpiratiou D,%te., April 14. :616 Apprwt a I Dare: Marcia 21 E 4 CGI Windows and Doors. Inc. NOTIC E OF ACCIPY A NCE: F VIDEN( E Si * B NUT TI D E. .3,L-tTERLA.L(ERTIFI(ATIO'-\-S(ct)iirinuO) 15. Qwwex Pan Super Suacer-stalidard con4A,.-wg with AS, T'NI 'S IS Theriw.l Conducli%rl- 'L V-881 BTU-in'br.-ft`-F, ASTINI F 1249 IXV 'TR-Pass-, ASTM 63985 Oxyeen-Pass. ASPME 21()0IG.Durabiht-,NoFog-Pi,,, 6. Qnatwx Pan Durasea complying with ASTNI C :-) IS lbemit Conductil.4r,, BTU-111 hr -W-OF. A",T41 F 124,) MrIR-Pis,, ASTNI D 1434 Argon Ptjineance-'Pa,,i. ASM1 Ic- 2189 I.G. Durability. -No Fos, AST.Ivl E i*' � Dex Point Dt-,elopmeni 11 in 4S hi (.Suit odued underA*6_4 No. 15-0409. O$o. Vision F_\tntslons. Ltd, Pasta complying with PVC-.AA.\14. 303-1; Voluntary Specification for Rigid Polyvinyl Chloride (PX'('1 E-xterior Profi;es, foT'VIS101I Extritsions. 7 %t'A7 X E - I bv .A.A_%Va Fenestration Exterior Profile Certification Prograijj (-Subinhied im,le - Y0.4 No. 15- 0409.05) 8 Vision Extnisiojis. Ltd. Pans comply , itig withPVC-AAMA 303-13 t-50infired underNO--i No. 15-0409. 05� 9 PVC -A -AMA 303-13. Voluntary Spcciftcation fof Rigid Pokrcilr,i Chloride (P%'(',� Exterior Profiles for Vision Extrusions_ Ltd.-VEX-1 AAMA Fenestration EqOerior Profile Certification Prog=. 10. Notice of Acceptance No 18-1217.14 is -sued to Energ: Fenestration Solution, USA Inc. for their "Tan 3040 & light shade (non -white) 1110te Rigid PV( Exteiior Emiusions for Windows and Doors e.xp=g oil 02.,04,21 11. Notice of Acceptance No. 18-01:2.02 issued io Energi Fene:t;xion'Sohitio.,i, USA, Inc for their series "N%like Rigid PV( Exterior Extrusions for Windows and Doors.,expir= ou 0228,213. 11 Notice of Acceprarice No. 20-0203.03 isstled to Energi Feilt�.tiation Sobirton. USA, Inc for their "Bronzie & light shade cap roared 117hite Rigid PVC fxteiioj Extrudow for A%*iudows and Doors'-. expilvig on 04. 16 2>. F. STATE'_%1ENTS 1. Statement letter of Conformance Zo FBC 74 Edition (1020). dated 04,2121 ,j casinos bv uunuficlurff, signed and sealed b,,r Anthony L , %=Millet, P E 2. Stateimnt letter of no finaticill intarst.-Uld of independent, issued b,�- iu;wufacturef dated 04, 18,020. signed and sealed by Anthony L %rivi Miller. P E-. 3. Private Lat�elwiz Agreerriew docume-w etween PGT, dated 03 Ia 1 and sismtd �,)v all nr,-ohred partle& G. OTHERS I This NOA reilws SOA# l"-0420-06 (PVT %, CGI) and updates to FB(2020 (71bf (jinrnj) expiring 04`11, RER Test proposals #19-1155 dated 01, 10'26 approved L 1sliaagI C'Lw,la. P.E. eypu Lug 04/14L)I. 1. Chand.). P - Product C outt d I'mit Suptni N 0A No. .1 1 - 0: 6 Irpirmtivu bate April .,pprovnl D,iTv �MLircb 2f PC-1 Ludits o j mjac, N QIICE 017A(CE PTA N C E: EVIDENC E SUB'-\nT rED B TESTS tcoudauedl Test report on 1) Air Infiltration Test. per FBC. TA S 202-94 2) Uniforin Static Au- Pressure Test per FBC TAS 202-94 3 11,'ater Resistance Test, per FBC. TAS 20 1 -9 .4. 44 Large Nfissile I nipact Test per FBC. TAS'0 1-04 5 1 C yChc Wind Pressure Loading per FBC. TAS-203-P4 611 Famed Entili Test, per FBC. TAS 20-1-94 aloe.iz with marked -up drawing,, and installation diagrmn of Vinyl slidmg glass door, prepared tv�.. Fenestration Testing Lib Inc.. Test Report No. FTL 8549. dated 11,0614 5. ;,iped and -leaded b,,- Idalruis Ortega. R E. (Test report revised on 12`041 5,md02'I 1 16) 6 Test report on 1) Ali- Infiltration Tle-gt. per FBC TAS 202-94 Uniform, St itic Au -Pressure Test. per FB(:,. TAS 210- -94 A*ater Rei.iilance Test per FBC. TAS 102-94 4) Lie Missile hq)n c i Test per FBC. TAS 2 0 1-94 5) Cy c Lc A'ind Pressure Loading per FBC. TAS 203-94 --doug wall i=ked-up drawings and mitallation diagrain of vur.71 sliding glass Clow. 1,;epared by Fetie it ration Te:-, ing Lab. Inc Test Report No. FTL s552 dated 1' 04,15. signed :tnd wale l by Idalnus Onega. P F (Test report r-evised on 02 15-2016) 7 Test teem on 1) Unif onu Static A a Premire Test, per FB( TAS 201- -04 '} Large NhI ,,lie ImpactTe,,, per FB(` TAS 201-94 3) Cvcb: Wind Pressure Loading per FBC", 'TAS 2'03-94 along with tiLuked,-up dram sings and msta1ition dilimun of vinyl shilmg glass &,lcn. prepared In- Fene5trxiosi Testing L.ilb. Inc.. Test Report No F TL 6638 � �,an:lples A-1 thni A-711). dated I I - 1119 10. signed nand scaled by.loj ge A. Causo. P. E. .Submitted nnder.N0.4No. H- 01 0'.04) 8 Test repor, on 1) Air liffilt ration Test per FBC. TAS202-94 Uihiorni Static Au, Pressure Test. per FBC TAS 202-94 3) Water Resistance Test. per FBC'- TAS 20 1 4 4) Large Nlis.We InTact Test per FBC_ TAS 201 -94 5) Cvchc Wind Pres,=e Lold ing per FBC. TAS 203 -94 6) Forced Entry Te at per FBC, TAS 202-94 along with inai-ked-up, drawuigs. and installation diagrwu of %*vl sliding glass door. prepared by Fenestration T estmg Lab. Ins:. Test Rejxxi No. Fno--337 (sample,,A-I thtu A-5). dated 12,06 10. signed xid sealed bv Jorge A. Canso. P. E_ iSubnthyed 111tilerAWANo. 11- C. C ALCULArio,_\S I .anchor vetificationcil(,i;l.iilous and compl-an. withFBC'-2014, . 9 prepared by PGT. dated 1109 1 5�and list revBed on 02/1 S. 105. -,Igaed and sealed by Antlicn-,,l. * Millet. P E. 6tibanifed urider.YOA.Vo. Glazing complies with ASTME-1300-09 Product Control Unit Sup*rri-or N0A 1;0. .11_8!0;X)3 EmpiradouDit#ApAJ14,26226 Approval Dates March .021 PGT 111duirrie", lite. -N 0 11 CE Of A( C EFT, -Li; ( E, E VIDENI E SUB.NUT TED 3. New E i idenct, S it binitted .-k. DRANVEI;GS 1. Drawing N,.-) 'AID-55:0.0 ReN-B. title' I -Vinyl Siidlng Glass Door NOA,1'L.%11)"', sheets I TbroUg,b 21 of 21, prepu-ed by rmmtifacturer, dated 10,t5. I'l,and LW rew i;ed on 02 012 1 signed and ealed by A Limn Miller P.E. Note- 11is re%liK,ton consists rqlacement of 1.ame existing tristallation screw with flat head B. TESTS CALCULATIONS I None. D QUALITY A,, St7&4,YC1 I Miaira-D;ide Dqlartnxmt of Regulatory and Economic Resources (REF,), E 1LkTERLA1 C ERriri( A nam I Notice of Acrq)t auce No 14-005.02 issued to Kul, ai, iy Ammica. Inc. for their "Trosifoll Ultraclear. Clear' and ( olor PVB Glass Inter lavers". expiring on OTOS,,24, 2. Notice of Acceptance No 17-0808J12 issued to Kitraray America, Inc. for their '-s'entri-Gbi � (Clear and 1171iire) Glass Interbi ers", expiruig on 07'04'13 I Notice of Acceptance No- 18-1106.10 issued to VL-Aori Extmucqis Limited for their -Brown Coated (Painted or Lainiiiated) White Rigid PA'( Exterior Extrusions for Al'indows and Doors", expaing on 0430,-`2* -4 Noti..-e of Acceptance No 18-1106.11 issued to Vision Extmous Lirnited for their serie,;., "VE IM Tan 102 and lighter shades f.Not"-hite) Rigid. 011tilAr PV( Exterior Ern usions for Windowsrind Doors-. expiring on 12 '2921. F STATE NIENTS L 'Statemeta; letter of confortiruice to FBC' "" Edition t2020). dated 01-101 '2 1 issued bv Mantificttirer, signed and sealed byknthoir; LynnMiller. P.E. 2 Pm -ate LabeLig Agreement dated 03,0&21 1:,eiween PGT lndastnet,, Inc. and CGI Wriidowi and 15oors Ilia.. signed b-,, Dean M Ruadr_ P.E . V.P. Engirleenng. on behalf of !)Oth collipaiws. G. 0 1 HERS 1. This NCt. reNises & i enews N OA� 10-04 20-05 (PLA w (-Gr). eVirm e 04" 14`26- 2. The cuff entassociated PLAC'Gl file expiring LYUl4,,26 E -6 I-,kxq 1. Cbmuda. P.E. Product Control Vuit'Suptrvisor NOA No. U-020I.V ExpiradouDat*: Apri114.22026 Appror2l D.vt#.Marcb 2;. 'O!l PGT Indw. hies, inc. N* OTICE Of AC CIPTANCE: EVIDENCE SUB -NUTTED D. QUALITY ASSUFLAYCE I Nfianvi Dade Department of Regulatory and Economic Resources (RER) E. MATERLAI CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Lawted fortheir "white Rigid PN*( Exterior Extrusions for N%Indows and Doors". dated 0&13,15. expiring on 09130,19. 1. Notice of Acceptance No, 16-0920.08 issued. to Vision Extrusion Lmiuted for their "VE 1000 Tan 202 and lighter Shades (Non-AlItite) Rigid PVC Exteilor Extrusions for Windows and Doors". dated 1108.,'16. expiring on 121,129,21. 3 Notice of Acceptance No. 1."528-15 ssued toVism Extrusion Limited for tbeff "Brown Coated (Painted or Laminated) NNILite Rigid PVC Elm -for Extrusions fol,, 111ndows and Doors', dated 08113115. expaing on 093(ulg. 4. Notice of Acceptance No, 164712.02 issued toENERGI Fenestration Solutions, USX Inc. for their "TAN 3040 and Lighter Shades (Non-M`hite) Rigid PN*( ExtMor Extrusions for Windows and Doors" dated 09,15,116. expittg on 02,,'211. 5. Notice of Acceptance No. 16-0-12.04 issued to ENERGI Feuestiatiou SQlutions USA. Inc, for their **Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior Extrusions forN%indows and Doors" dated 09/15116. expirW on 04 162H). 6- Notice of Acceptance No. 16-0712.03 issued toENERGI Fenestration USA, Inc. for 1hea"11like Rigid PVC Exterior Emusious for X%'indovrs and Doors** dated 0&11017, expiring on IS. 7. Test reports N*) 10-002-79NA). I0-06-.\,.l0.;2 7, 5357-5 3-09, per ASTMS-84, ASTNID 1929 aid ASTMD-635. issued by EXOVA to Vision Extnislon for cellulosic Conte matenal t-Submlfted nailer N0_4No. 11-0107.04) S. Notice of Acceptance No.14-0916.11 issued toKuramy America.. Inc. fortbeir (C lear and Nlldte) latti-laver"'expiring on 07/04, 18 9 Notice of A cceptanceNo- 16-1117.01 issued toKuraray Amedca. Inc. for their -Trosifoll Ultraclear.. (Itar and C olor PVB Interlavers". expiring on 07,08 19 F. STATE-NIENTS I State metif letter of conforn-tance with FBC-5*Edfrion (2014) and FBC-6* Edition (2017). 'issued by nianufactura. dated 08/M 17. signed & sealed by Lynn Miller. P.E. 2. Statement letter of no financial interest, dated 044 &17. issued by matilificturer, signed & sealed by Lynn NIillm RE - 3- Letter of Lab compliance. part of the abo, -e test reports. 4 RER. Test Proposal No. 17-0387, dated 05M,,'17. signed by Ishaq Ctianda, RE G. OTHER 1. Notice of Acceptance No. 15-1210-01, issued to PGT' Industries, for their Series -55701277r Vinyl Sliding Glass Door (Reinforced)-LALL'". expiring on 04/14121. Z 4 " .. Ishaq L C handa, P.E. Product Control Unit Supervisor NOA No, "l-ON6,03 Expiration Data: April 14.2'026 Approvn I Date: March :F, 2021 E -3 OAS B 3 C,\! Pans P - IV' ,or Co) kniju Kt Edition by pears (D > 0 4-0 CUO 6,2 -0 7m M 0 ..L .tom 0 0- = 0 I- = = 0 �L M 0 -6-0 CU 4.1..- � 0 CU > -SQ 70 E 2 Cn N" cn 0 CU a- CU A 1�_ CL to Z Z W mi co 0 O CD C_ W CU 2 L_ CL CL 2- 0- CD Cf) CU M in its i,-Al ilk.. I I I I i�M ma ik 111 11, kl� �1 i I I I I I L I . I T1. I 1i I . 11 � li i i J1 IIJIL 01010031115K I ir � hi i lj"iffi Adhil Ail iALdft SHEET NO. PA 1.3 iHi I�I7E M;IAMI-DADE COUNTY aLWA2UJU PRODUCT CONTROI, SUCTION DFPAR`t'MENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND ('ODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 1 (786) 315-2590 17(786)115.2599 NOTICE, OF ACCEPTANCE(NOA)__ www.mi,rarridade.eovrecunum� Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miauli-Dade Comity RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority 1-laving Jurisdiction (Al-U)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami ,Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer swill incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Fligh Velocity l lurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL, DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig. Parrino, P.E., dated March 24, 2003 and Drawing No. L 1'4612, titled "Cast -Crete 4",, 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3. prepared b Craig Parrino, P. (fated March 24 2003 last Pa Y b , , revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on .lanuaty 22, 2019, all bearing the Miarni-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration elate by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a perrnmient label %kith the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISFMENT: The NOA number preceded by the words Miami -Dade County, 1 lorida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA i,, displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall he provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130,14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and I -5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E,, M.S. MIAMI-DADECO r/,� NOA No. 20-0630.15 �fagaxvyml Expiration Date: 09/11/2023 Approval Date: 08/201202(1 O Page 1 C"a•t-i _ rote IiSA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT -FED EV11)K'NCE StBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 1. DRAWINGS 1 Norrr B. 'I"ESTS 1. Airrre. C. CALCULATIONS i None. 1). QUALITY ASSURANCE 1. By Miami -Dade County Depttr•tntent of Regulaaory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. I-, OTHER 1 Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed hl- Craig Parrino, P.E. R. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI, # 19-01.30.14 A. DRAWINGS 1. Drawing No. 1,D4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, A f _, dated March 24, 2003 ant Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated ,March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E,, on January 22, 2019. 13. TESTS 1. None. C. CALCULATIONS L None. D. QUALIT'Y ASSURANCE 1. /dv Miami -Dade C'nunry Department of Regulatory and Economic• Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. OTHER 1. Article of Conversion f rr a name change. c my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NO'FICE OF ACCEPTANCE: EVIDENCE SUBMITT'rED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612. titled "Precast ,lend Prestres,se,I Lintel Detailssheet I of 1. prepared by Craig Parrino, P.E.. elated March ,'4. 2003 and Drartr rng No. L T401 ', titled "Cast -Crete 4 ", 6" & 12" Linlcl Safe Load l irbles", sheets 1 through 3 t.>f 3. /,rr.pared by Craig Parrino, P. F., dated ,tl, u•ch 24, 2003 last revision 't I dated April 1s, 2003 both drawings signed and sealed bY Craig Purrryr,r, RE. B. TEST'S 1. Test report on flexural testing on 4 ", 6 " ,ti 12 " Precast Concrete Lintels killed and Unfilled Models, total of (13) concrete lintel specimens, per ASTr11 E-519-94, prepared by .4pplied Research Laboratories, Report No. 30404A, dated 0-1 It J,U3,, signed and .sealed by Christopher A. Ramon, P. E. C. CALCULATIONS I. Calculations./or Cast -Crete Lintels, dated 05129103, 207 pages, prepared hY Craig Parrino, P E., signed and sealed by Craig Parrino, 1'. E. 2. Calculations for Cast-C 'reie Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. 1. E., signed and .sealed by Craig Parrino, 1'. 1:' 1). MATERIAL CERTIFICATION: 1. Quality System Ale nual for Cast -Crete Machine Wade Precast l uuels revised e w I I,ry i'. 2002. 2. Cast -Crete Quality .St",stc nn Manual for Prestressed Products dated 2002. '. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL. # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestre.s.wd Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dense! March 24. 2003 and Drmi ing No. LT 461 _.', titled "(_'ass -Crete 4", 6" die 12" Lintel Safe Load fables", Sheets 1 through 3 of 3, prepared by Craig Parrino. P.E., dated ,1larch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compharrt:e Ufce. E. MATERIAL CERTIFICATIONS 1. None. �� elrn A. Makar, _.. t P M.S. Pror"Iuct Control Section Supervisor NOA No. 20-0630.15 Expiration Bate: 09/11/2023 Approval Date: 09/2p12020 E-1 Cast -Crete [ SA, LLC NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED 9. NEW EVIDENCE SU131N11'rFED . DRAWINGS L None. B. TESTS 1 ,None. C. CALCULATIONS 1. None. 1). QUALITY ASSURANCE L By Miami -Dade County Deparime ni of Regulawr, and Ec•orrr,aruc Resourt"t s t i 1✓'R), l.. MATERIAL C'E:RTIFICAT'IONS 1. None. I". OTHER 1. Compliance Letter with the Florida Building Code, 20l Edition, issued by Cast Crete USA, Inc., dated 08;'0 /17, signed ct< sealed by C "ruig Parrino, PE, 2. Compliance Letter with the Florida Building Code. 2020 Edition, i.s.sued by Ca.%t Crete USA, inc., dates! 06111120, signed & sealed bY Craig Parrino, P. F', Helmy A. Makar, P.E., M.S... Product Control Section Supervisor ,NOA No. 20-0630.15 Expiration Date: 0911 I,'2023 Approval Date: OM-16i2020 E-5 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEP i ANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: E:ViDENC'E: SUBMITTED 3. EN71DENCE SUBMITTED t NDER PREVIOUS APPROVAL # 12-0209.12 S, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRLAWINGS A. DRAWINGS L Drttu%ing No. FD4612, titled 'Trcc ast and Prestressed Lintel Details", sheet 1. Drawing Na FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, 1). E., dated ,Mtlarch 24, 2003 rend Drawing ,Vo. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" car 12 " L74612, /heed "Cast -Crete 4 ", 6" & 12 " Lintel Soft, Loud Tables "", .sheets 1 f , Lintel Safe Load Tables", , sheets I through 3 of 3, last revision dated 06172114, all throt(,h 3 of 3, prepared by Craig Parrino, P.1,,, dute'd March 24. 2003, last prepared, signed and sealed by Craig Parrino, P.E„ on 08/19114. revision dated &&arch 11, 2008, all .signed and scaled by Craig Parrino, P. E., on March 2Z 2012. 13. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. C'ALCUI ,�1'CIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.F.. 1. None. D. QUALITY ASSURANCE 1). QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RERI. 1. By Miarnrr-Dade County Department of Permitting, ,t;nvir„wneni, and Rc,,, trlatory.4, fan'.%. E. MATERIAL CERTIFICATIONS E. MAT TRIAL CERTIFICATIONS L None. 1. ,1',,,re. F. OTHER F. OTIIER 1. Letter from Cast -Crete USA, hie., dated 01111912014, signed and sealed by Craig 1. Letts , j' om Cast-Crt w Corporation, dated February 03, 2012, signed and scaled Parrino, P.E.. certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, 1'. E., certi&ing compliance ►with the Florida Building Code, 2010 1,Jition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EV'IDEN(.'E SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. None. B. TESTS 1. None. B. TESTS 1. None C. CALCULATIONS 1. None. C. CALCULATIONS I. tone. D. QUALITY ASSURANCE 1. By Miami -Dade County Deparonew of Regulatory and Ecornonnu, Resources (RER). 1). QI;ALITY ASSURANCE L 13y Miami -Dade County Department of Regulatory crud Economic Resources (RER). E. MATERIAL CEK'I'1FICATIONS 1. None. E. NATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, .signed & sealed by Craig Parrino, P.E. &1my — A. N1,ikar, P.E., M.S. f rutluc( Control sectionSupervisor G elmy A. Maker, P.E, M.S. ti()A No.. 20-063C1.15 Product Control Section Supervisor Expiration Date: 09/11/2023 NOA No. 20-063U.15 Expiration Date: 09/1112423 Approval Date: OS/20t2020 E-2 Approval Date: 08/20/2020 E-3 ,, • , ,S Inc. rtUt N ,- ,�,•.,,t ', � - � �. ,�;00 for con tpll�ti �` Edition by peQra (l� N M (D C) U S� O Cy 0_O M OIL M O O O Q L O n1 fl) -O LL U) C)M o > C_ M Q. I— _0 _ U) < E z W J -E-1 a) N U) CCi O Q Q I O CL U) M co May 27, 2022 SHEET W. PA 1.4 ll-------"-" Z T-i-LT-Eco INC, 1XI.MTESTINQ & 11MINCEAlun COMPANY WAI Tilt 14 Ill.) rr, IS . fatU1k`N%Ht4,lV..*ruNe I , 4 71 c .- .. .I A- . . -Ill wn." PRODUCT EVALUATION' REPORT REPORT %'a.: 20-0728.01 DATE ,"." .i , 1: PRODUCT CATEGOAYs: - PRODUCT SUB -CA IRGORY: r-.,, i PRODUCT NAMX� 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURfIll. Global Prote-tion Produrts LLC. 48C0 S.W S I Stroll Osiol Flor da33314 1. PURPOSE Of EVALUATION: I ii o Ji.cl EvaluaNkim Report firpipl," by Walter A, TIPIL Jt.. PX. (Sys,tei t:l I Tyr " , J! , li,l(k Global Protection Products, LLC Rule Chapter No. I I I :1,, :k, M IN, I hod I D of the Florida Department of Bus I ii to as and ' professional Regulation This pro" is being Issued an Evaluation Report as clikkituihit'.1 hol,roerl and has bow trerfMd far Compliance in accorllarkce with the 2020 Saventift Edition of M Florida Builkft Ccit'ri and to verity that the Product Is for Ow purpose mantled at bW aquWalaot to IhM required by the Cede T li I lormIT fs,j EVSIUMn ROW ;that be MAWI to review and naveii in ewe of i'- 1 I', I DYlks Cftfto that may tallied Its, Illittilts6ons and conditions ,I EVIOCII $VEIMITTED:. 2. 1, PRODUCT i Y AIL UA T;O N DOC UMENT (PlIl Drawing No, 20.176, Wel " 20 GAGE GALVANIZED STEEL UOM PANEL " i o ir 1 1 h rel 26 of 26 prepared by Tiftsica, Inc : s4gined and scaled by Waller A, II .1, CIL dolol:10712$12020. This drawing l% or, ivlc�jtal part 43AIr. i: "lluati Hkirl "",I A 11"Oell ,,,, 42�,WA � rill , .4 )l "' ,�17!11l,i " " '. , k�; 'NO, 44167 " . i *! st 1. * : * , � I . -�,;Il "I : .- � ._ " _ I x4t,"t. .-,5,Q:l V �� 1% , .., , * . h .1 � 10 - 40 0 hl^� HN,ll )b1h SisseL SUM 30i. MiAl Floiltel 'i likor, - 1"ll 4.VJ51 871 .15io - .- I I I rROIKTL-1 EVALLAJAWN KkJ il;l, - I 29-022161 42. IRST RFPHORTS! Lairooll missale, InNrNlel tared lI,krlglfl lixid feasts wage peolwaiiii ; .,f.-f pl'otocols iA,, 20I 203 at, ;ieeN sectlon 16215 of the Pv)wla Building Code Unifolil-n %I loads ,16pil)2Protoleol Tell reports pir-wartid try Hurricane Engirt ,i,Hf-q,& Testing, ill . Ropons 0 D&SOO dated 08X'rl;'3 I!i 096-570 dated 09I I,R�,',T. 096-T30datod OW200,436. 0 three signed Pind coaled t)y Hector M. INIAll PI., Footeavation Testing L,ALol life. fleporla # 20'.Q cLded 041611995 are., 0 2126 dated 10AW1998 wonalglilad by Gillblill DlairHil P f: arld Report No 02f9.01-09, dialed March 4. 2lkv, signaid and sealed by Edmundo [_:;ir14aov_pada, r' r-- and t 4011"Ify HSt", P E4 rionsile tv,kii rwxot No. KM-197 by OC Matallul iric, ki March 13 2",I;L" signed W sealed by f •!, 4 Grate P, E 2.3, STRUCTURAL Fliti(illNELMN.05-CALCULATIONS On 210 Gago Gah-antz.-n 01fifet Stoll Prinol for ri ; :i IjArri tell vs. dei vil iced. at wel, w?, , •!* inum aricil'or epalcm"l ` ogn VAnI load and pw)el langlh bastiol wi ial,w:idl And c0finrlaralivilk firaliyIHN,,ail-,Q 'r accordance with socIlon 1616 of the Florida Builid4ig Codas Calculalil t.,Iiipansd by Tillel Inc dal 1 IH0 3,110R,imil OW';V15, skined al ficillioc by kilek,ltt. A. Tilid, Jr., P.E. , 3M1S.SILF...IMPAGT REWSTAl- Large mlsollo Impact under 3ecllon 16201 of Ill Flo(rd"I F,!�kiH,1riq Coda, as Per 7 HAS 2101 Protocol 4. WIND LOADS RESISTANCE; 20 Gage Galloonizi Step( Slotin fologlul flas been varifiCtO to tustair wind prosti hilloilaturti;oanal length shell Ikke as Indic4ledoin st-ii 8, 10. 14, 15 16, 19, 25 arld 26 of 26 of Product Evaluation DocLikinertil (P F D.), drawing No, M171111. Maximum Arkl Spacing siha be an Indic.-Nill on shoats 0, 9, 10, 11 14,15, 17, 16, 1E. 2°C 25 and 20 o'20. afftducl Evaiil Document (P F D ,� dniiiiiiiing No. 20-176. 5. INSTALLATION: Irstarl;illion nho,0 be soseltinined strielly in accordance, with details iridt,,;!- .i, -,n shol 3 Inkliv 7, 10 thril n, 23, 24 and 26 of 26. of Product Evaluation Dmumil (P.E.D.), drawing No. 20-176 Minimum scip2ol to glass Rhall be as IndieWilid, on shileft 8. 14, 16 26 and 26 of 20, of Pi id EvAualtion Document (RE D). drallittirm No. 20-1 76 ""0101,11111i 11, 00, � P " Vsk, _1W .. I --o �,% - /,tO!, ,-,.� I ,r I ���r � I � 1_ X - ,�,'4il Vr$464itvl'1111 llt)- "O � I P 3) . 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I �TAI o, , .,C,,:�A i A 4 I "�:4' ". of - 1;10 - IN .1. - 0 o..."., 1)l� ro�oe ,. . I IL I E C 0 on, .��, ,,,-� .00disuffioa, 1.1-**.�-��*."-'�'-.:r=-tt,.-�-..� ' _ --' . . -..---.. .. 0,0`11I (I 1`0110TECTIA)m ftoaul LLC. WIT I 400 IN. I C,o,H L .- .. ,.,.. ,I ..N�. �� H.j AHNHH �NoeH.VPHHHuNl ; U, I J'41. e ,J ,;� CtoH I , $,�, v I'll . .. __ . � L ""' , , - y", '�I.W.�% . .1 � I . I . � �, I -it I I. * ;L. . - I . .,." III . H - � � J INI -, - i'll . � "Iffi _1 . ���."i 11 I . .�_ - _� rILUDt;--I.E,VALt,ATI(&,RLt4)(,.J 'l : . ' .L" 15» MATERIAL CHARACTERISTiCS All SPECIFICATIONS, Shula to strictly irk accordame with General 1I , 'I I nt,l"ilislsiliT'od6rrtt,at,,,'i,iiI sheet 1, 2 and 22 of 26. of Ptoduc., Evalul .�,, - � i , P E D), drawing 16AncMpfiolbesi �!,,' ,111 'I'o tl�toI n(J�No.20iisw 2 26, or Produci Eitjiii C)ncti-rit l'P E f),). drawing No. 2C-1 ;'ti 7. LIMITATIONS, AND CONDITIONS 'OF USF: 7.1. Snal� tilk; kil ir,.�.,rit.,tiarx.io with Gervatal Notes No 1, 8 thfu 14, irit,litHiHilikod on shoal 1 01 26. as A;41 .if Genil Notos 9 I Ihni 4 Tr t!l 11 Miu 18, lixile,aikkiJ ,ti shell; 21 of 26 of PioduL.1 Evivi, c ,,ii i),licuirill JP E 0 ), drawing N, 20 s 16 pfqiarvirl by Tiltal Inc. and stgrie1 onkil soa*d L"/ 'Nal3w A TAIK_,- . 7,2. Product may ba insisted within HIGH VELOCITY 11 IRRICANE ZONES, a, dollinloo im mt on 1020.2 of ft follonda Buildirg Com 7.3 Product shall only be Intitallod Into poured conctelo, _orlcgelte li al Wood frame structums, Prvdw4 Evaluation Report prepared by Wrfliw ,a I C,sl Ji . 1' L (Florlda Licenst, ill 44167), Presidt-1 of T iltil trio. (Flodds CA0(X)#5 ` I -i: "'Ni" ... _.",#' - I ,#�, 10 S 1, IF , I H, . ' I I * , � ,.-,� I .7 , - -- - ) .- o I , 0 . \ ;, - 7,(eHq1VV -_.� " ex . I% ": "'. 1*�i tilit,ill 10 1, A t� % ��"` I'lls.,$"#%�', HNIJAPL,I ')"I,CrICOAC411101,10400N." 'P.M. qPPOPT'C,,n •,fin AI.PPOlf.CM%kPtMi)CIU.IIC+'oC'DA'r .,I VAH ZZ 0 $'LLL sT �OW PANAW ~ ell .100 W, Reill I , 2% "276 W I . " - "Iti.: � I I � .ITA , ,.. 1 Alt ?. J#wl, ,vi of I I 1. � /- - - -------`l , \ '-, TTTR<]��O Itioliti , TILL(T T28TING G ENGINEERING CIUMPAHAllf .. CH"'LTIRA TH.:; 1, 1. t", I'140I)k ("I' FN���) -,�I'll 1"R I I .11 P. - . i "I REPORT NO 2060727,02 DATE July 27. 200 PRODUCT CATEGORY sruillets PRODUCT SUB -CATEGORY: Skean P-tirli Pk1),)0C T NAME 24 GAGE GA( VANUFEI STEEL STORM PAWL MANUFACIUREW Glottal Protection Producti6l1.0 4800 S.W. 51 Street Davie, Florida 33314 1. FURP05E. Cot EVALUATIQK Thsksi;;)mdL)cll-.,,.-,,i'y-I il'•-,,:,rll5su,odbyWahorA.Tillit.Jr P.E (System WN 1006) to the Global Protection Products. III Rule ClImpter No. 611120-3. Method: ID of the Florida Department of Business and Professional Regulation This product is beft Issued an Evaluation Repaill as duscribood heirein and ties been verified for compliance in accardw,ito with thio,2020 Sovilarlh Edition nt Ilse Florida buddlitiq Code, and to verily theit'.he prociii is for the purposo inlendold M Ill equivalent to that required by the Code I r*s Product Evalualful,it Report shah Dt subject to review" revi in uifili of I Rui6ng C.�rkda change that may affilid, 0% lirnitArions and conditions 2, EVIDENCE SUBMITTED: Lt PRODUCT LEVALVATt9lill DOCIIJ TENT tPAMI Drawing No. 20-175. tal4d'24 GAGE GALVANIZED STEEL STORM PANEL '",,!«, I 9l1, 18 of Is prepared oy "Fotectic. III I P,;x,tA and sealed by li ,,> rinot, je , P-e dill.0d 0712712r)20, This drawing is on intilaorm,,?f0i � 'E 4 ,I "', Evaluation R�� , " 41� 0, ___..4.,� o, , / , .t., "Itf IcHiN 1H, H61;1I S . I - , '161 , - . . � , .tlIAi S. - "i__* 11 � nt, � It I v 4 . No 11105i Ilonfnll!.�A g�lj <1 - I N,W. 16th'Sarrri. Sui,vIf,05. .'+31n] ! l,H!J,,"L ,�! - "? I - , 1�604T-t 5m . . *-�t),11!C I.10.5) 3INC4 0-MPONENTS-F.9"EDWAR 4 L.iFE 5,AEET_Y._5T0.RM.. PANELS i,,1.A.H_ 1. 1!t I" ,T31o, ell fa I"* Trol"41 'i -I Sap"norliC.'I'lit Hi I. � I H. - larva I - 1 v4' . . I .;I, - .,�:C, , I � sy., - 1 4,kol Iiii - - .. - .11" . " , , . , , . , ,l," , . �,, _ "• ", .1, I 5A . - V , ,. ; ti; - it.twAx Ma -�w 1w '1; 0 _;.1. , -1 - L _ I '.1 I I t I=. 1,4., ,CHI . i 1,101"IN, .\ I•I:- 40" p, : , 11:., . , 11:,- -, � I nc, I I L S10JW_& 'a" 14 ua-z".1"i :$Il tP . I ^ , ll� ` - . - 4 , I 1 - - Zfil I -, � , lo" ! . . I . I K 0 �.., ". L 11, . . ,,,� . '.."', %Ni -, � ,,, I $,I w! " , � ,, - , I J. 114, ,, , . . j-, o I .rl . I I , v Poi 41 � 1 � "itlit, I , � I I ` , .:- ,4 r,A!! , ISOlMIL I Kl(; , I I . - r,A I L A HH, H ii:1 4 � I I, . HIH, il , ,V . I, I , (i . HN�]l It, , "� , I lk, - �. .i H. � � I L�2_1___11 "' , I , 9 I� � _.. I ;, I , Ill , i 1 1# Mill _ . . ", ... - . . Ili: Hit -I "'i - j" ", _,, CNI - - " 0:,., I., 4 (A I ) "h7 �it.A.IER . 3) Ill ADLR (�i`) An" AKQLF all _S= # AkkQLi I . 17., (9 I I " 1 I I H :0, �� 1 �42%*, - _I Skill (�) SU-Jigik-WASHER H . ,,' - torg, . - . 11 ,IH I NI'l, 0":,ii 0 , , "'" I I I J!14,. . 11 I ill1, � 6 � -,. k�,w "�All "". ' ' I" el ,.'. qgAtl, , "ro,oi ,�', I— • , , , - bollicte- lot- - -.1 I . � NiHill,iii ill , HH� ,, 41k I,1 l « I I I ILLXJJIAK I 0. yet. alog - I . W 'i , - - NAHI - - , 1, ..%M' �"-#-kgk No. will i I . r � 0 ";,. , , f:u : i . go;q. 4 _%'L rl�o ill"' to lC, .., 1. 3.74 91% I. 11 HII, C, -r - I �' , I 7 le r, ,H, " I , I I 1� III H, HJ,k Hi, ., I 1, , . - , , 1�_. % I I I I �k___. �111' 11 � I I ; . I 1r Di, � ;o-, I . � .. - , CI "'ro-M&CILANM 1,k - . . I U.C_77- T&I ;'t FLAT IU I .�U,'_# ....... "'I"..""'. YM.A= 4 � 1, f 0*1",( li� ( � It � � , . . ju, I � . � N. 1 - H -, _�_ sk. I * � s . 101l �11 hl�r. -L lh��I` YVAICITC H ., . I PC. - �Wff 0-� • HH"Clif He wit", III - I ., �, _, % , �, � r �A', it, - liti Still 1,TVAIW PAWL . � It 0 I, 0, , ..'4111- / 1* _% X'*. N i i ,qX1112" ,, es� '&,i�A -, QWBAL 1`6107U,TION PRODUCIS, U.Q[ * - AL PAN11. ",iii t0r�- I �- .K., ,, T1 L I E C O.., ; I '.HHio� � -VH�'Zio",,� . . 'r - VA -o oftli 4 C'�J_j'�_ ho"Hol , I'll. 71-1711 I I itl -,_,=-.7 .. - -, oft -All .H. ,1111, � S. I , , . , 1 , � . �� .., - 1 '.�I�Hl , I .�ftA.1% T H W�vvw* Ho= ': .: , -, ; , I _�A . � . 111, 1� __ _ _1, _ 11 I . MOOVII I 1.1AL"11"11Al``l 1"i1,.0, : 2.ZH TEST RFPORT`S- t l'il rr'lgqlile Import load tests "le,,poirfortned unow SSTO 12-99'staindard as Pei fli'l 160OL I 2 of 11te Florida Buildtr�if G*&. Undorm siaol: toads as per CS40l18 3, per ASTIA E-330. lost re;ports prfapfsradbt;'rAmencan Testing Labaf- )l k1orl Report* 0814 V1 -01 dated Owli= witnessed by williAgin I- Mohner.P.E..8orizitillortilir. PE and Henry hiotlem. P.E. anc Report lill :,lilt 01-00,detadFebruary 2000, signed and sealed byEdrrundo a 1, r I, P.E. and Harkery Haltom, P t Large missile impact and cyclic lo:Protocols TAB 201 I 203 ns pcf suction '609, 1 ,2 of the Florida alall �;, I Test Afiport prepared by American Tasling Lab ol South Roll PleponNo t - :1 01.10, diiied Novorotw23. 2010, signed and sealed by Ju-100 E. 1 "roraier, P.E I ,stiot lest report '4o 9CM 198 by CC Madellurgical, Inc. dated Match 13.2009. .. , HT:i ril setzlited by Frank Grate. P,E. as per ASTM E-8 and Tensile Tool at ,%- _� kiclollwrqmi� Report No. 110KIlitill-13118. dated December 1. 201171 signed . ".Htltlol by'lotty Jitt;-eiilarlo, P.E. as p*rASTM E-8 ?.J. STRUCTURAI, ENGINEERING CALCULATIONS: X,t, 24G,%6*a,G*Na#4riuodSteo'Storm Panaililt maxfrnumpenal lonwAve.design l-.hr,Kl;oad, as wl a3 maximum anchor spacling,tes, dictiation word too and panel I- l ,, tiasiod on rations; and tomparative analysis. and :n accordancts, with suction 1604 of the Florida Buildirg Cwut C.,tkcsjl*Wt,sprvpotvdby7liteco, Itil dated 1211 610 is. -id 0111I (for INN mvision!, SWed and 608W by Waftr A Tilhit, Jr_ P.F. ' MISSILE IMPACT RLSISTANCE' Ms&00:16gklrkact und-or section 1009i of me Florida Buildirg Code, as per ' T"D 12-tiff Steirldaru and TAS 201. 4..4 )N.D_j,QAU5 RESISTANCE', .,, Gags Galvanj?.oa otl Storm Par has been verified to suglain wind ,;; ll- tibull M6KV1ftuf" p0trill !ti n i;th shall be as ind"ited on shaefts 3, 9, I 0 1 1. I,- find 17 of 15 o(Product Evaluation •Document (P E 0 ). driawling No. 20-175 k0aximurn Archer Spacing shelf be oltgkiirdlicMlod do dhools, S. 9. 10. 11. 13 thri 14; and 18 ol 18, of Pr,xlucl Evaluation Diocurnit:l (P,E.O.), drawing No. 20-173. 24 Gage Galvatrizilio 51mil Storm Panel has beore varglaril lot code comolleance to ill as a non -porous "storm shil swerbiy, as per SSTD 1249 Star dard alillill _4I Z/P. . . ....; . \ I.. ,`, . � . af-V - - .. - $167„1 � i " Er.l ",, r!` _-011,ge ZYALVAIJON Jkl4tQ111i Nli ltiZ= $ 5, INSTAILLI ln�.!.t .:lion shalli be performed strictly in accordance with del indicated on shilet& 3 limu 8, 12 1hru IS of 18, of Product Evaluation Docutteent (Iol drewIngNo, 20-1175 Minimum separation togta%%shot beoswxfic*eOon sheals3,15,13, 14,15,15and ,lg,o(16,olProduct EvoluadonDocunit-oI (P.E.D.), drawing No 20.17S 6, MATERIAL CHARACTERISTICS AND SPECIFICATIONS. Shag be st,il is, oicwWonris with GolrneraI Nvk,1, ;Nii-J Compongents indicattil 'in shoot I and 2 of 18. or FitrNi Evaluation Document Y e 0.), drawIng No. 20-175. Anchor specifications shall be all, Indicated on shoot I of I 8, of Product Evil"lion Docurnand (P E O,), drawing No. 20-175. 7. LIM[TATK*HLA_ NO CONDITIONS OF V$K; -11 Shall betkiC*inci(i"Tvi�Ir;i�tl.(:,.wlttiG&nwalNotes No, l,gthrvi4,hdicated t)tt%ti"lofl$affliodoC+tLvofu*WiDocument (P.E.D.).drawing No. 20-175 rXr:.rilgMd by "Oltial lr1CL sna Wood and sailed byWaller A. TWA, Jr. PE, ,?.2, Prodicishalli not km Installed wothin HIGH VELOCITY HUMCAK ZONES as d~ cn,,Pl7,ti<:,n 10202d the Fronde Building Code 7.3. Product ligh,414 only be "alliso Into pvurud "incrote, conciliate Mock, alind wood trame sin.iciaran Product Evaluation Report piroperilid by Waftir A Tkfltt, Jr.,RE, (Florida Lvtxrv,u III 44167). President of Tiltsoo, kx- (Flo,ids CA-0X6719) e0 '1; A * , '". � - , , I 46, "Iel .** - 1, - ..-. ,Z�Stg _1/ W. " S - - , I "0441167 .. : . " e .. 14"_" "�.. C� . *1111 I : l. r. - 1111I . .Q0 : ,_:smn0MI1 C-10 �"villatmsTolPoki,rim#xustRrsesrsO?i?'•,0_' f.H. . , 114. 2/4, 3/4. 4/4. 5/5, 7/5. 11110/110. 7100/10, 3W/10, 4W/10. WSW/10. fill a 7wi 1, -1: gal W-Hrion floc cot.:Atli , C - , " .� J CA loomn s a 11 � � ... * , Oft Call W-1ce Ill It ` 11 � �Illn to a it ! , . I I 0 110 a e-% I . . , - :11 � 4�..., 1 i 7"%,_,:_._ - I � ., . . �, � . � N I 1 iI ; - _r 1 � I � "AlAt. �1, lik kil `11� I ' '49 ril V f "rW. $4 1 . li,% to -H H, It ;,ll . lHi vppjtml:t 0 11 .14"i �: I,". 1 IUJ %110111HOW I 14t`H.1 I - . II I � i I I I � I I 11 I k ' ... ... ; ". " ,6 . � . " till, &' � 9 . r) U Q .45 i � 1 - oiA � �l ,:- " - * 10# 40, - ro). C4 ) - 4 , ,6. :, "r-� -2 - I - N' -A . 1/4. 2/4. 3/4. 4/4. S/S. 7/15t, :11r "A . till , . ow/te. 2W110, S4WIM .. k sm � +Siff�lo. iffal & Illl 1110/5 "'Hors, " tooloostir lici W.-I Vo volf"It I a 9 I - Pon IPI I 11 III utpcwt CN ""It 10 a it I ! R,EQU"&..$.T I, � _QAM � - ELS J, a fio ELEVATION % J or ,r.:," -, " A^ . J .-, . _ I.-. . 1 r...H- \__ -1 IW _ - � `H1 ..! ... t�,, r, ... IAll 1__,� ."'. t : : 44161 � K SLCtTJQ"=A * i * 111 i wl 1, itin . * I ,V, 0it ''. ,', _-111'_, N * 11i l/l VW "Ap i 4 Q r- : to . I a I V 9 11 I I I i I � I 2 I to # I i� H AUG 0 3 2022 \ , z V_ \ �v A -�Sll` ViATI , �11` ii P, " , it,^ , ,�. (_ "I - � , , _d ,Hilil l ' �'�'-': " � ' . ,V) � I- ,. ;?nor, _.,,I 1), i '. , ,,, � Plan ,_ ;q , _ I I , � ; . � , �, I 0 0 " I � . C it`. e .�: . - 11�1 1. )O for Cori pta l(,,0 ;ill 1 ? 1, . Edition by Deord knne Klah I -9 - I I I 01011110011 DUPAP" Coot (Wlsh Voy14"0 ow,li"m ZAOI Niiair, "t"Peo W � NO 4W OXVAMM VM $"ft Flel err. w __.. t ' 4?)"Atneo o-A4 �Lllll MTECT10011111 to, IILIECO.. PIMMM Iii ,.-.,-----. L "I Ato a, vw 4~ .1i".1. tof�1_91._-T".L&t�ii ^04 u.1l, , I .""'gootoot'aw 10-176 .- 1 1. 1.11 - ,..-afm',O , .!!!!� , %of,MM 11!l.1ftj- Ala l 1. . 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I 'joilloo-lb.. 9 Ic 4LAS% I ". , , * , I , r I . . I zonsp " : 8=�p I . I S. iK-P I I a IF I -1:6- I I =,W-F "p"'a"", I . I . I, ' - I imip I Jft r ; . r I na no SINWL " IF t . , am lo fto I ,vomoo," r-o, � Am^. ea I , It I I . , _r : ! I f ill : I ! I 4 I . I . ',* AN. , I � 4 I : ;' I V MAN. %, I I I . w - oii I 0 (I I I W, J. . I oAmm MIC!" ; I 4, ,..�, ,,,r,, . "•: � I- I`W, 1-1. : I .,1 I � I I � I 4 1k J."!". j I I fuc cu'volvool : I M VA""Mot, ; I ,%At *_Lv000ll�.- Iti .. . "" .), I - 4 4-"11: o* � , ; I ". "t, w ; , . to I• - I I f^ %001 I) I I oll 64" IS) . , - I, .1. I : , , 0 2 'I : 4.' � I t '. . 0 1 11"A"It"ll -: " : , ! 1, ir-VPMATON I I, I # 10 *A" . : To OtAm I . t I I .� - __._7_____ I : . ( I I . - I : - ,j) � - ! i i , , .1 I 4 I t . I I I .; I a I V2 I ; I i I I I I . ; ! I " � tit ) I. ` I � � , I I I- I. - : cat , I. ,I Svi I If ", ."r b , 11 al, I 'I I . I , 44; - , I t I tv - . - � I , ,:,:. - # , , .,�&".- .1 I to', I " 1. ip-JID41w , 3/6' I . . 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I�l - IL � .104 - "' , ,!Mtn m � I= - . I •I IL ECOmt ,PLOIAL PROTECT" PROOUCTS LLC- "`T� -, - � - - " c"A , .,7 .m 1 - � Voloa 40-1:01,S"WIll t. of K'ttlool, 1p"I-11 " *#OQ v -�;�.W-4;lpe aw.41',01 I". I - _rZ .jwm W-m a uLwI I., � Itelpti, .lF, - � 1AILISA Into. Nov. a Au rom I . Sai I ! I .., I I -.. - . - www�,S,S. � ?o- 175 . ,000aa,,o, **.L� `t,W.1m .1w f.c. I r ; Il . : . . _f:.;��_ I—— I .-SId. m#Awsl-,** I. wrIt,to' " :. "'Ol 114.40", f . I . - [�__.;.,�-z - , -_ - , - -aft .1 � �11 .4-A- Z1,11 - J. - V 44=__ AUG 0 3 2022 I . .. .... . .... .-V - 1Jl,1STA1,LATjW_DJUAL,-j . _EQR _.Y - " .__�jF,E_.,$AF �ET � _2Abj"l ,.RTI 11 "'I"o' I 'Sl" SO It -),- I TO WM_ STRUCT.-URE5 jirtLAall P ,a\;je%v A.SF.-- : I I ; - 1v ( I r . - .. ,� --,-- Plans Pf`�V',(-- -u!"' - - I - i tow .4^X . I'Dw -exlc- . he ,?f,� ; ofolimb wQAKD for Cori ptai icc 'IV Ll. L � , I I - t Sill's W10% I � ,r-- _ T ,,,' , 1 . ... . X=*.',r Edition by De,),6 Anne K' . I I . - I : 'Ll � . 41" .2 I , If - � I � . _ - _ , L. ' - L - ' WLA. I �' 1, , 0, � ot, I � l ; IT I 11 � Y �n. - *• ; e 1 : .a,.-.-�� I .0 I I I � I - , i I - I - - � plir I 'I Lt 1�1 I I [ wa= I W, IF , 0 1 AM no -M ,�, •�S:34 11 I : . I ump an r4l) I V timl,l, I. plmdk Lfft-It, : PA..(,, d1ol / ! 0 � . i I I I cul I 11101,110% : .. I MCI ELCWSdk . cm Sqw Ill : 1^ I : I t- ..cr ,27 : . I I : , I , . 1. , 1, - ; 4 : " - : 'IlAlol-IlIll .; I : a I. . . � , I', I I I I s- WII�0. ; I It - __ o I I --- 6 .0 "A&L I . 0 : I & f��] : I * , 0* I , Iti r .. i III: 11 N � 1. . W dA 1 4 1 Ill, 410 414 I I I P�� I . 14 ! 4-4`0!01�1 , " , -] � I r 1. , .1, .. I L7, I -III -IoLl ; .12- - I Au E : i I 0, RWU%Ikg WALL-MOIRNnrfa5 I' I - - - - - " I . .. � 1. 1. �4j C,ll,�', #A.LI., $i)k total . I I 'A', RAOO!", :p. , A",: 1� 1, 411 � ��Isq ut"Ituh 0,4 �W 12- � . ,��1,1�ll`loo #000 t#AMt C0W%fRW"S 0*00 V.- .,Or a,, to oll SWWfph pod Nu 2. W/ Vf.C,IV O rAwPly or 055 OA (LW. . 1. --- I -1 - - � i'S41 4VA � . I , IVA i &fgkAwt:l I I -1. . -XIIASIt #%V% a I .WW- 0 Its 'Ir 0c I I I i I ' AIT tw�& flgl > Lf 1.1 0* e .5?..�.Z�,, .f..o�jC4'-9., ..., No. "167 _- \ - _ ., , - A -aukoatoD WK L*Ln RIO Veme"If ifistookom Zww * t. * . .. ; sm"OqF� ,g S� . L . --p , I 24- "" CLALVAII00 ScIll, WrL!!n ,, , I... . , , "" , , - � ;;� ' 0,111110. �, _ � � "(oT4*-%,0 - .. -� " 11LIRC0,41116 I � 0-Mu PROIECTIO0 'PRODUCTS I I C 1 `Ill'a `N� , I ��, .0 "illowlim, - .Boo - I" ). uA,. . . . . . . . . I ,_ . , 6_`!tt:L".__ Al" V4... ..► ""', "' ..._��, -L1."%.1%tI= - �e..*_1"""` -_ 1_�Ooloo` � .- .0.1tooloo-4n, i 30, 75 ...olf � - - T-- Tw- - I olow- I IN -.-- L - I,- va,- -.,.., :., ,., I - . o� % . - wA%'-'- " !.I.',( i-.,�,e-t,---�---pi..'�-,-'-,..-----*VL�;;;7. SO ��. 4- (D (1) c- C/) C-10 (D _+_ C) m 0 :D (1) I - I- = 7D 05_- (a) 0- 0 C: m -0 0- - - 0) _+_ (-) Q) 0 (f) a) :t-- (1) -0 C-) -0 _jQ = k -2 I- -L a) 0 F-) = -9 3: = = - 0 U- - W Im 0 r;- > U) . - _0 E 2 CO Q) " Q) m CDL - CZ M I+- -+.- I- W I L. (a) (1) (a) C_ _41IIIIIIIIIIIJ . 0 A (J-) 0 = 11-1-- (Z > C"""" S............. 0 GO 0- 0- < w C) 6:3 c- -0 (M 0 IL 0- CJ (1) " (fz ) ( L. m LLJ L� -::c = z < _j CI - SHEET NO. S H 114 . Cz I/ 18. 9 WA- 'Lln• �;;, , '.. p%, T unit 7 -a TYPI�-AL_IIEYA UINJD,f �5,ERIU 200.Q F PANEL, I SYSTf—M (f) 5L� IlQN A-6 jCINEERiN(—z EI,401141:estlma EXPIPESS, P1140DUCT EVALUA TLSC3N Rf-$4C)Rr Aeollea0f, R2 EX prosed 20 lts,13 Promad lilanu4or tz, Ail AnielivAn ShLftm AM Glm. MkowWwot A&I,-,% IW. Donka Road Vi-I Pak" to" FL 3340 • Nanter A bolicivitv 14,11. G.00.0-tvAl West SAM- Poo i.qp Al WIM livillmill A064400 Scope of Evaluation: 41 a2o-i oot, r A C. sor malowelo 6ocolItafto ti,A, P.t, (-..d 14) I== r7l Suissfantoarong Data: rRQQWT EVA, ;,LIA UON VOCUMM ptoodired bo I W-, 1,0-0 641lio" WOW & stailotl b. r 1 -1 9.uvAaelclo P ra 40 &A Ire" Ad W of dft EVIAW0600 RI,a_1 tigair as h I I Wilco."o, ('"tNWWWR fto limits imimid'" dd••t . -l" TAS M OW oho*4wd% &*, tr 1) OT-Aso 17 00, ty ellockwor TOWIX 1K ,,wn&v wood wthat,, Aw sad cycle bodriv poirbertummitt h" tiiem boolod to asocovidisma -0- ?A n ,J TA4 303 W ataodwk viat wd sopwW 00TAW. 11401 bv W*06misms, T000np, W X.UWQUM LWWNEEKING CA--- - ,0eigivoot CWA.Awtic,.Y hftv been PreWed wtwJ ovolaide the I IAealmrw,. Ak;ta*,,e Uio,Aa 2 MwWwOR WAvorAwIj"tx A,, P.j room* ;16W 12'" A. , 396,990-4 Ire, Aovf. Apt I A %Al LWA'IrN I MA', W 'We "I LT, 01� PAMkI NOCAT(:A,i 4,"L .Au. 10 W*!(.w M*, A, AjW PAAIAI, k" Ap I, -% 11IVA DIAIVANG COW IN.Kjr, Y0104:'j Wlirtke.* 10.44157 lit UU ;A VAAIZED STIEL S1011110 FAkI!, • Sun TO E C 0 I PLOW PROTEC7110N PRODUCTS, LLC. A) - *A" 1". 7� 1-140 .16, Aul %tv,cnkim Pm-, Impact Resistance: Lair I.I..-A fto*%$WVO ft" rt0o. J.~4J0.01h1 U.ntais in jWvb*oiA%aW 6.,.; &VCQWM@o jeanilhod,.ruyu t,l Wind Load Resistance T?n 01111111ell MM bMnftbWOJ In, f0W rand W& do VOCA111.0 At, IT- voo, vnoduilvtll an the 'Vilipiac"iss F00*0 evshimben oxunwf 1. 0 arvoloo" dris"Nk Instaft"n Tk% wooxtsmotwonisw in tIA'Art t-W60"2M aft foopKtft. Nc-,J.Xf r,A.*0" 00CWreare 1-0 *no-. we0 tirviteI 260,1W .01P1 .1 wft wAilod Oweeri FN OdAnj ctlna,ou,Mb WW be al Me ruit-al u-, , -.1,4,n MM pffldwiA 6 neavel.l. - I%,-h tc I E vatianoisn Doc,Iovv,Kov Limitations & Conditions of Use: Ulili Of Wal W.13II 1 0 At t. ,n ~ 1KXA3adJI&CQ Atft P•. PIW.C1 EV&kMMR 00W 0-Woo',io MrW,ryl - new r,*," All k-oh ..j ',Nat tosclOORNWAN, U.6 '• cOoCs'll vitionlPoia %iJJ,,,* trer I* ~W Na 00 a baii, a4itv6I, tI... L-Y #I nI 1x,;$tb_eW 10 T xmw Zo no tramL Rum;xido. P1_ IEWAW I ShNo ftvassso -pi-P-449 (,Cn Augh 411k, 160 SW 14'^ A., (4QF%1t.I16f ff 7f T71, ff 53C V, .,: i1- 11 . .. -J i-1 T - ". "Ir I rL I I . . - : , " , \ 1 4 : A, lit. .IPA it A, G 112 20-315,43 ff$LAL4_ATION QjJA&5_.M8_ $QiES 2000 E—Z-.HAN - Q _0 QRM —EAMEL-1 INTO P0QREb__QQNME, . . V000117 "48*11 04 OKOfTh WK. me* n4- .46 .4*s It. new-%vt A 4 U4,% WALL &MNTIN SE010H 77 AII 0140 v4"I Foo "" 'Ll-6 N!" "A"04 -/- 40.0 Pat 0KA .5114 .Ift Ka mt-A" W110ft'n 10 AV of U 5 5 C, ALL AMERICAN SHUTTERS AND GLASS % �124,aa GA( VANIZED STEEI STORM PANELS (HVHZ & NON HVHZ) AXI II 4. .A -YPICAL vER t ICAL MOUN I ELEVATION J. r. '7 P, -_ P a! ON HOW, AM JAP AIVI-Z 'Il t SrA%SJtW, I A ME6 OVIt. OW r 1 M AM 0 M Dt-Mf It 10-VIII $PAM 7 If VERTICAL MOUNT ELEVATION /7"1, NOT Hi FANLELS) A1A.-1'j't'W1_4kLL r'ANEL SPAN & GLASS '-7I�PAPATION SCHEDULE 1c, I* fitm pi a 'AANI '_J '7 fr WALLMOMINO Se 0.A,tAAI0;, CODE (1111" K'J" V.-,- A ;4 CA" ckvAwz[2 IlIIE. Sloft PAKL '' 11LIE C 0,. GLOBAL PROTECTION PRODUCTS, LLC. _7_r_ MA) !1 tU1.1 Al LOWABLE r)F';IGN PRESSURE. oFS-16N NOTES: I1L,4! WT" S 5T5rr"5kW( P-1 till GENERAL NOTES XX 1 1.1 AAAj.a 't, . '_,r=AAJV A AL" t x Igo& �'a A 1. -,A. -J,"fr =;GdMg _', WK 11 0 0* a AV VIA WAtn c""t IK�Otw b, P "",MtTr MAI 111 1, c t... AA. -If. As 01111--tio" $Imp to 40 "Woo m fu I r 'Mi WOW go :4 A.,, I" A, , I It I- I I. I, <0. I -X III.- 9% 11AAW f1t.f. C. I.- -1 lv_VV� -A, -I Ifto Itty .r. CW.W-. as, Ww" 49,1.11 Ir.. w bra cy 20-32b4 VISIT lCALC.IOg1M3 ow K IIWI Ft4ifill-11 ft! ',UU)iYABL1 SPAN SCHI I)IoLL fll� � Ax; 7 t v oil SPAN SCHEDULE NOTES: I-t. VAAI 14.IMNA91 All. hV.A'!.'l "!O.P44d, SA";XWM1 Ft t - ,W �Ie W?I. -1 uj 0". A A I S !'. A, 11D 4W 4KI, W062%* W"411 W&CM TWE .4aies too -tA;MM3 <.-K.V9CI1IZ ft%& OUT 490, ta"D It GLASS SEPARATION NOTES: 0 k..". Wlt- *"IlWt C4!4rA.lj&: 161CM 1.4 M OW ""te.MOP N 1" '4 1, 5*14*140rreMMS t:. 1 01 t4o-011*ft Ma _J 0 NNW;" NAL EGRESS PAWLL,E.f8.11 D��!41ERJQR i ASTEf!jNr TA I ow -to IT 4*41 01 ills, F Its, ISO-= sod, L L f7V 'j 46 at 11Q/�1 At 01*101CAN, A - it 1-11 WAR. _A'. Jtr WAv Fm da T the" 41. t;A. low I Tii• 4_7 4r lAII 1# 1-, . �11 � ,A ATE tIe It WHI AUG 0 3 2022 C-Z ,j t ri 1pi, Z� for Co Edition UY ouvire (D > C) 0 C) (D U) (1) 0 0 0 0 0 u 0 > F= QC- %0 co <r ANCHOR SPACING SCHEDULE: earlaalettTWw 1 (A I &A. -Or C9111.0 TY?lVJ S4 111601 Cj <1 Cj c. ak r -tow A. ♦a* $0 )X-At , Ikj%, I At 'W I: FQ If t1m Cf) .a EC 1]ci ..v- .2.1 NX K?, 111, 1, *t' Iv Its' ".41 A E 61, fit, I ,;- I a 1. - at � , T M a he cr -I WI I I- `fir-1 JL� Me VA.: .i , I law :11"t, IV 1%111 sior sei 1:7 Y. j.v tj t� v, 14C), I. vitte. 4-t" 116. I)V 114,6• :41' A' U 1� cr 14 � A4,r 11 1- as ss,- ils I It 111, 4; 1; IF 1, W:74oy r 4. ANNELACIA 1*4' W_� ILA T T.-F. ny 1 tTV i 'If L*4' wr NI a �1. at I Rat ll*i.144 1% as T�v I A. _1Lj! I L 0 Wso Pm, It- lit- fw I Ij IWA* IIAAINW. I a At lit 11411* &1 IQ lcji� 4.. 1 1, , I I :04WXvMCt1tTvWC .. till 14 15,,1 movon C-) L-P- 1411' 14 11 3,W,-kl I 41AVj AMY F .4 WATCs,141 4MKeAT1Pf AICyf Ill LC"V M WV11#0 AM jkKr WM;A01t0i IKUA J-QV$, TO 4,140ttit $ftXj,4W1 -0 LW&C74ft Nff #AM Ob 40010"40LFF I*t PQLAMW Ml,%:. Cl W a 1,104 lic"no KA MR CAP AWW I ! Wk m r IS' a 30' -%IAy rF^tA viaYAO aAlviat 4,r i alla Is jl* Cc. rooaT, FA%-W%11q tielaa%ii t4eit ,A- L �If 52 .1-L L-% 141 P'l 4 1, mo 11 ,00A6eIts 01<t,Iz-C sat1041.. 001sm.'rAl 13 1; 1 r. C* 1. 1" 11 I'll: 3' 311 V a' .11, t%061 S 146%16*4 0$jssQW &.QW ILI' 4 10404VAP-AWOMIM -411. WIT 85 MWMfb Am" ACNmkg 1 6111,4046" cWTAilm. Aftic Now DMI&NU Wkwitirs w%xw. min. will, allat wo,41.07 .1-10Ym ACvC=IvA1e1njk0" too"? sift'Alu" t &"A's W40 14AS31 5; au IM t"KDM ND kPI -AAA.)S& SftWm MILY $1%KIli0W * W9% RAIM, tWISTIatig C�J%Wjo% MATAW PULD KYW")o ;5 WMAKI QW11 Me I:tcw4f Cz fir to 1"411 10CALIM1111, JR "WIUCIT VAIIIIAA4 - 14* (11111011) WOW iil1l 464AN11,000 Aft IF lisolt GWAIM DOW"U41WIFEW I Jim it r *KW 4CPIN% OKA" 610hIls jrr MrIaM04 14YOTW AND #%0*:sf AW MAT MAWis jjItEll A fAX . AD, Ims" 4M CA *A#Tg itsiae, jUWW4L29 AMI) 4 M, I : %AlPv3W al (AilkitMW AFW W.* WANIC F 67C it - WA6 �l L ortile vAu nvs-w% 20-31543 I orIN A c�v.? I A. Am AACIt W." 1 11CA14 1001404 J6111 W, I t WARIzI WA.-INIA cL." f k - A, .,eFAIR A11,1109i'Irt) Ica u"A` )I%- 7•K Salo a. SHEE I NO. SH 1,5_ FOLD UP WFATI IF:. R RESISTIVE BARRIER TEMPORARILY SFCURF _'NLA1 tit it I (L61-5 I IVE AARRIFR UNIT FLASHING REQUIREMENTS _60 (1) (3) ............... -."-----WINDOW Wt-AIHER RLSISI I MRRJER WOOD FRAME CONSTR. SLOPE 0. 3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior :Mall envelope. The exterior wall envelope shall -0 > L) TAPE EXTERIOR SELF -ADHERED FLA.SHING VVA"RFAD OF COW-! R (0. 6 crn : 30.5 cm) include flashing as described in Section R703 4 (1) 0 SHEATMNG BY 1. APPING DOWN ADHESIVE TO BE APPLICO (1,'4:)t 1: SLLV -ADHERED FLASHING (:I) 0 OVFRR1M.1OIqTAN0LJ T I IRFSHOt D or DOOR AND P WALL BY I> IN. IAL IURN UP JAMB®-. USL Llfj EXTERIOR R703.1 1 Water resistance. The exterior wali envelope shall be designed and constructed in a manner that prevents the accumulation of watn�r M M --C) CL NAIL BHANU OR IzUUAL WtA, 111,1� PROOF CAU1 KING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the extesiui cladding as required by Section R703.2 and a means of a .6 (D Q) WLAIHLR BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. IZ Q RESISITIVE c) 0 BARRIER SCAL 70PS (N JOISTS > WIRF LATH R703.2 Watet-tesistive barrier. One layei of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other 0 0 UNDfiR LWACKING (SIFF OFTAII. WP07) approved Water -resistive barrier shag! be applied over studs or sheathing of all exterior walls No. 15 asphalt felt she'll be applied horizontally, C:L C SELF -ADHERED FLASHING with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other C__ cz 0 approved materials shall be installed in accordance with the water-i esistive barrier manufacturer's installation instructions. The No. 15 asphalt CU C CY) > 0 I ICAD FLASHING TIE- IN INSTRILIXTIONS! felt or other approved water.. resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1, Cut, fold up & temporarily secure weather Rim X)II37 appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. appendages U0 U) THESE DETAILS ARF GENERIC AND resistive barrier above header to allow for thinhing installabon 11 < MCANT TO si iow GC znAL rLNSI UNG 2. 5CIr-0UI1CrW flashing plus iricao tiasning under R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703.2 and, where applied over wood -based Cn AND WATERPROOFING METHODS TO weather resistive barner 3. Fola weatner resislive oarrier back over neaO (�2) sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least vqL6v9Jen1 to two layers of Grade D paper. The BE USED. Ilashing and seal wilh tape individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in SELF-ADHE RFD FLASHING r V -2 F XTFRIOR DOOR WITH DECK - SECTION A I VP0, accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is appliod over wood -based sheathing has a water resistance Scale; NITS SELF -ADHERED FLASHING FLANGED WINDOW wpol SELF -ADHERED FLASHING CEMT FINISH SILLJ POTSHIELF/ CHIMNEY SHOULDER WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BAWIE=. I equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. 318 -CEMENT PLASTER 12 WL DRYLOK CMU - MA. ONRY IN OCK Loy CXTCFIK>A SHEAThING GYT90.bQR N4--i" BF_AD0FCOfKTR 7' ;14,3 )ALL SLLF-AE*I1:RE0 ADHI. SIVE TO 6E APPLIED UNDER FLASHINC JAMS & HFAn THRI-slI01 D OF DOOR AND RFTORN 1, LAUI ift.�. FLAWED UPJAMB (r. ME LIQUIU NAIL URANLI (SEE DETAIL NVU1 OR r(A IAI Wr.ATtirR PRcy)f- CAI)l MiNI'l MECHANICALLY FASTEN IF Rusarr-RiZED RUBBERIZED ASPHAL I NE LULU IN CORNERS ASPHALT ACHESIVE ADIIFSIVE THRQUGH SELF -ADHERED FLASHIN(� SELr-AoiirnrD rLAsHimG R703.4 Flashing. Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a rnam*i to prevent the EXTREME WINOM I $84-416H 10 II*CHNIM LE11FRONCHI-MICAI COMPATOR.1"Ty SCORED RELLASL PAPER entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply ,with AAMA 711. All exterior fenestration products shall be sealed at the junctu rc �,vrth -adhered SC1.1- -AO� IC RE D rLAsfWWftG JUL$ OK I UL Lxw. SCURL the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or for joint expansion and! t) SFAI ANT AT AELCASEPAMATI'l-r greater proper 4j.%FAI ANT JOINT W1NCX')W BUCK TO XMNOTF LAILNDA-MIMMUM6" 6, -applied membranes used a., contraction, ASTMG1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied EDGE OF MASONRY WINLYL)W BUCK VI!H I ICAI I V §-WW DOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings 2) SEA1 ANT JOINT 5)SF.AIANTrRoM INSIDr rrr.F Or THRFSW)I D shall be installed at the following locations: MnNnOW FRAMF VANDOW BUCK ACHCOSS VMDM UILIC K ANU t.X I LNO I A57 SECTION -A (SL E Of TAIL WIP02),,, v,) and door openinq5 shall extend to the surface of the exterior wall 1. 1.Exterior window and door openings, Flashing at exterior windy., WN400W FRAME AT TA0*0 _7 PEROODE finish or to the water -resistive barrier complying w th Secbon 703-2 for subseqUent drainage. Mechanically attached flexible flashings snail comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 9) TOOLED SI-ALAN I nrAn nRwx,3wG KEgVIREMENT�t2 C.1 AM')lWi ANn FRAME•III 3) SEA~ WIN[x)w F RAM`wit 7 NAM INC. ►I AN(;F 8F I F-ADHFRED F1 &13HIWi 5• following, 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's in accordance with the flashing manufacturer's instructions. Where, flashing instructions or details we WN)OW BUCK AI�L Ht~VVAY P11 (U'UND. INCLUDING S&L- C, instructions, flashing be installed the door openings. Pan flashing shall be sealed or 2_' DO NOT FLMH OVE R %,E-At rOPSOFJOISTS, (�J UNUUt UL(;KING (6 not provided, pan shall at sill of exterior window and - to the water resistive barrier for subsequent sloped in such a manner as to direct water to the surface of the exterior wall finish or BOTTOM MAILING 8 (SEE DETAII WP07) 7 drainage, Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLAME ........... SELF -ADHERED FLASHING DOOR WITH nFCK WPO5 SELF -ADHERED FLASHING W P 06 1.2 1.2. In accordance with the flashing design or method of a registered design professional 1 3 1 3 In acrordance with other approved methods 1.4 In accordance with FMAIAAMA 100, Frv`IA� AAI`AA 200, FMAiWDMA 250. F%-1,k'AAMA/ WDMA 300 or F1v1A�'AAMA1WDMA,100 SC:b Ok)_.U�) C MU I N S I ALLA I ION 6 POI NT BUCK AND SLILF-ADHERED i LASHING WINDOW WP04 FENESTRATION INSTALLATION AND INTERFACE HALF ROUND EXTERIOR INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings, w-lGiound -fta 3. 3 Under and at the ends of masonry, wood or metal copings and sills 4.4.Continuously above all projecting wood trim. AUG 0 3 202? SHEATHING 5 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of woon-frame construction 6.6.At wa)l and roof intersections. _1z 7. TAt built-in gutters. Walm Resatent banai SF I �;t, I A0.48. $11- L AND H LAD Lk I A F St SFI F-Af')IiFRFD Fl ASHM Plans P0,v;-. N pril ar -11Pi ') ' ` i the 202., "d APPROV n IFATHING APPAKW-DH(XJSEWRAP JCTALATH TWN TRACK 2.5 PATCH stucco THESE DLTAILS ARE GENERIC AND MEANT TO SHOW GENERAL for con piai 1(;e- 0 Edition by Der) Ln . - 0' Anne Klahm - 2300 4 FLASHING AND WATERPROOFING METHODS TO BE USED. 44* (:I:MFNT PLASTER 12 MR. (min) ORVI. OK r XTRrMr A APPROVED FLASHWG TA;'!• WUHLE • d 7iK Cement Plaster in accordance with 71W Cement Plaster V'SLAILAN I SOCKET WTH TOOLED mmiovr I) scALANT JOIST SINGLE WOOL) SEAP-1 Jots I BELOW SELF-AUHLRLU FLASHING ASTMC926 in accordance with SELF -ADHERED FLASHING ASTMC926 K, �2Inthe Fell backed memi inacmrdance Fell backed metal • With ASTMC1063 lathe in accordance ADHE SELF SELF -ADHERED -ADHERED 4 FLASHING FLASHING 5 Builoing Paper with ASTMC 1063 02 WINDOW I I r.,J I N rFRFACE WITH FXTRUDEP �:HOULDER ::70[JINDATION SCREED Building Paper 7/16' O.S.U. sheathing sheathing Metal Flashing SELF -ADHERED FLASHING I F)F('K JOIST 17 WP07 SELF-ADHIFIRED FLASHING OU I SiDL ('OHNEH WP08 Screed ICU weco SELF -ADHERED FLASHING PRODUCTSDETAILS 2x FRAMEWAt 1 RIP OF W LEGEND 7// Installed As Per Manufact. Spec-s. Maintain Stampede or similar TILE FINISH SELF ADHERLU FLASHING (W) DkAINAi 0(ANI_WI`?8 I)RAIWF PI ANF (DP) WFATI fFR RrsisTANT Batton of cauk bottom Weep Screed joint only LU I ftARA1FR(WRn) -_ 1 1/2' to 2" ViATER RESIST IVE BARRIERS ARE HLQUIHLU BEHIND STUCCO ,i"R THE FBC RESIDENTIAL 7TH EDITION (2020) U) > M < 1'-J" PFR PLAN 2� ROW) FkRFAK WFATHFRRFSI57AN`r PAMIFR- ____-BONDORLN� A'!5 .xi r ruRPING (Sr) LATH RAISTF R ACCTSSORY Sri.Allf SHEA I HINU. '088% PLYWOOD. DENSGU1418 - - Above Roof Weep Screed installed As Per Manufact Specs. (/) > Uetail Instructk)ns Refer to the number marke(l as in each detail that corresponds to the IlUmbered items in the list of instructions below: �+_R PLAN WRAP DID WRR ONT(; T� IF VF RTK'JU St IRFACIF TO TOP OF LAN(.-_ AS AN A I R 1/2"Cemerititious Cement Plaster Decorative Finish iP In arcorclance 0 0_ SLOPE V with ASTMC926 over wood end All inside and 0- 1 Install self -adhered flashing III, uidei as shown by numbers Install flashing and weather resistive barrier to form water shedding• 8" CMU -1!i"1NCHFLANGE outside comer will floor need to be miter j 0 < laps 3, Self -adhered flashing can be Substituted foirbuilding paper' 4. Split the release; paper using the ripcord (Split release oit demand, 4" OR 8" CMU• (PER SEAT DEPTH) - z z(� 15• FILL WITH GROUT - -STRUCTURAL FRAMING cut and caulked all butt joints need to becaulked using 0 0 :3 _0 ation and to adhesive layer) - for ease of Install, embedded in the adhe, CIL a_ N tAfAUCtVRAL!3HE;) HIN(� Stampede of Sim. minimize sconna cuts IM (r , .--I I., - ... - U.1 LU n Pt ASTER STOP THIS W IS A NATURAL SHMNIKAGE. ,--STRIP OF SAI, caulk for all 0 L_ 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flat;hinq material (6" x 6"• 4d (D Lu 0 I)() NOT SM. 0ONTINUOUS BA(. f)RQNAGrPfAWV.'r,' HOO 8 KFALAN I \-DRIP SCREED PLASTIC CL Q) Minimum) LIJ 34 LL1 SLOiPED MUD BED Er __-BOND BIRFAK'NRi ACCESSORY t t_') Fold as shown by arrows 7 Angle of corner n may vary, adjust foldu iq of the flashing al--c-ol Jingly to Ir LU co 'SF I ATIi / 0 �' I A fit tight to corner VINYL SHOWER PAN - p Cl) `- Note: R. Mechanically fasten a% necv%sary 4 %opt The building paper and metal lath must be Cament installed over the top of the weep screed. Cc"TOK"is BWW� ROD & SEALAN T Plaster over block I St tkxw z C E N T I T IOUs F WISH EM CL ---- - -- SH L E I NCB SHOWER SEAT WP1 1 !�OFFIT/CANTILEVER WP10 WEEP SCREED DETAIL SCALF- NO__T_T""0' SCAI F B F- q(oq7 L'onnw Nobles k66A+ 51vxy- 18i6 f b3sb Rqvdf�j At'i� f i, r