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HomeMy WebLinkAbout6505 Back Forty LpI 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 CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FIR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET 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 -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE O CD = KEYNOTE CALL OUT PRE -CAST LINTEL CALL OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT -DIRECTION ARROW SHOWS � OF VIEW 1 A9 ELEV NUMBER SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4 A15 2 SHEET NUMBER -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER 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 VERSION CHANGES INDEX OF DRAWINGS THE FOLLOWING TECHINCAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS COVER SHEET 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE A2 1ST AND 2ND FLOOR PLAN 2020 FBC PLUMBING RESIDENTIAL SECTION 604 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 DETAILS 4.0 PLAN REVISIONS 1. TANK TYPE WATER CLOSET VOLUME A4 2ND FLOOR - ROOF FRAMING PLAN 1.6 GALLONS EXTERIOR ELEVATIONS& PLAN 5.0 PERMIT COMMENT REVISION A5 ST & 2ND FL ELECCOAOL 6.0 TYPICAL TRUSS CONNECTOR REVISION 2. WATER - FLOW RATE. A7 INTERIOR ELEVATIONS PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SNO STRUCTURAL NOTES 7.0 Fi_ORIDA BUILDING CODE 7TH EDITION 2020 UPDATE ( ) S3 STRUCTURAL NOTES 8.0 ADDING K, L, M ELEVATIONS SHOVVER HEADS 2.5 G.P.M. S3M/S FOUNDATION DETAILS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX 3. ALL PLUMBING WATER LINES S4 FRAME WALL DETAILS TO BE CPVC S5 ROOF FRAMING DETAILS 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT WALL SECTION DETAILS VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ss SS RETRO FIT DETAILS JOBSITE CONDITIONS ST STAIR DETAILS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC S11 PRECAST DETAILS RESIDENTIAL CODE S12 PRECAST DETAILS PA11.0 PRODUCT APPROVAL INFO ❑ PORCHES AND BALCONIES PA1.I PRODUCT APPROVAL INFO CHAP. 3 PA1.2 PRODUCT APPROVAL INFO ❑ HANDRAILS - CHAP. 3 PA1.3 PRODUCT APPROVAL INFO PAII A PRODUCT APPROVAL INFO ❑ GUARDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS ❑ STAIRS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS ❑ CHIMNEY &FIREPLACE SH 1.3 HURRICANE SHUTTERS CHAP. 10 SH 1.4 HURRICANE SHUTTERS ❑ EGRESS WINDOWS SH 1.5 HURRICANE SHUTTERS CHAP. 3 WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED WP2,1 WATERPROOFING DETAILS 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. E N NARISM LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1871 ATLANTA u01TO \11 Rev- pssist.lnc r Od Virtual completed and Ith Edition Mans ReviewWith the 2020 pX2300 W comply debts Anne Klahr 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. I s wow ,BUG ,15 202� M N 0 ., N o Ln r a z. ui 9 ' _ pQ _ J w 0 z 0 N L0 r7 � c nC N ♦V- 0M- 0,1 -070 } �90 2g T11 •� p �- o a Q D S U�� Q P g •Vi t' Lu QN >.J L O �� CL �p Lu W (7 W LLI Uj W 0 F- fLQ =�J =M�Yz Lu� Z it=)03 =1U00, V Q CX 0z�- ��0Q �zOn9O0=00coz O0 Z A LL Z¢Lg-w0 azLL�cy OYOZOWUa �MgpmU¢ 0a 0 =O �QZ�¢ ¢ LL I- LL. H O O N oW I-- f--� > V) c:) O Q V M LLn � kn LL f- a vi Z Z WUJI � 110 V- N NO 04 O o O r r 0 0 0 O O O 0 QO W I r M W cO r o0 r 0� r O N O O r O N O N O N CoNO N N ON N O N O N N 6 O i O r i O r c0 Oi N A CD i LO O r O d� O G O O r O r N O O C O N o r r O N O M O d O O CO O f­ .. V, CO Z Z wUr� oz9 Lu CO 0 O Q gm�0 �Q Oa =Q � � Z Z LU Q �co0Z �Z3: Q 0 ZW �ZZ o °g>-Lu O �Z Z T•,, �QO • �c Z g U Ua 0 0 W � Z c s Z _j w M 0 � o LAST PLOT DATE > May. 8, 23 Z'O COVER SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELLAT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. J S6 O v 0 v J 0 ;t HE CV _J_ M 0 S3 12 ELEV - a 0'-3 1/2" 1_ 30'-0" 6' X 3' i - 5'-4" 1 3'-4" 31_4" 3'-2" 51_2" I 51_0" — r I A 1 2' _0" I 1 1 HB 13 cl Q Q Q ci 1 Q 9 2 — I B I 1 d B I - I � 1 o N I1 Ito I I 1 1'-2" I 11 11 -7 7'-3" - , 1 LAV LAV CJ --SINK 4 _ — — — — — — — — — — — — — — — I I M I o ap II II 1 a I 6 I w II ( _ 13 w bo 15'-3 3/8" 5 I I 5'-3 1/2" 1 13 \; CC D S3 N 1 N I10 /H I 1 ELEV. -4 1 1 o I ( 9 (-) 01 4" 11 1 1 I _ I tz ao — — CJ I o� - --- - N 21_j W I I cc J ,I S3 1 1 ill B 10'-8" 9'-10 7/8" I t CJ D 1 `t Q — — — — — 9 — — — — — — — — — — — I 13 ii lil ti rn I ( I II LLB � I I I � B[,-- I B 1 L rn 1 I 13 00 m � 60 13 1 S3 I 3 -�I B 1 3'-111 31.511 1 9 13 0 011 10" 16'-011 10" 1'-10" 1 71-4" 11_411 21'-4" 8'-8" 30'-0" -I ELEV - AF 0'-3 1/2" A7 = �` U� 9 ao a� FOUNDATION PLAN - ELEVATION B 1/411 = 1 1-011 a O N ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER * 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS 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. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" UP X 13" WIDE RECESS 4� ICE MAKER LINE SINK - KITCHEN REF WASHER 8Q W/H Q UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING A THICKEN EDGE 8„ x 8" DP (1) #5 CONT. !\BjBj MONO FTG 20 x 20 DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY 1(2) Do MONO FTG 16" x 12" DP #5s CONT. Virtual Revie� Assist' 1r completed and 1th tui ptavts RevieW P8 With the In 2 is ra p"11e Kiahr P 3®0 AV comp co N O � N 0 Lo 0 a Lo • Q � e G `, e 0 W Q ^N p L0 'o _W L o U v N z.c M N -0of 2 M nV W E � t M po o 0 pro a Q •N W C3 0- C 00 7N E c ui W W ° LLI U) w p t- W ~:< q _j w Y Z W Z rR=) <o?W<5_0O0,JO Q U M 0 zU_ Oz��°F-Q� cW�LuoZOwOZmZ= � U' O Z _jRa.0zYOzwz0Lu a. U° W O �_ H W Q O _� O Q 0 ° o °QZga �¢� a N w 0v . / cl > tflO in M O Q M LLn 2: (t j L L < LU 4 r) >_ Q Q 00 z I— Z � UJI w J O N N N � O M A d' r N O N O N O O O O c) 00 0) M w CU � 00 � 0_ � O N O O N O N O N O N O N O N O N O N O N O 1 O 6 I O 1 w N T M O Lo 0 r 0 O 0 O 0 O O T- N 0 O p E i OOo000 N M d' U) O 1,- Lo 00 (f) z z _O � WUr� W � (n 0 Q vo o Q 0 CL XLU Lo Z ZW"F:- =m0z O z3W Q nzwIZ z Z Lo W I� Og2z O 00 U�Z� z �<0 • Z U a OU 0 m z Az a W W M N M W O LAST PLOT DATE Jul. 10, 23 z J 0 FOUNDATION PLAN B 30'-0" 70, 10'-01, 14'-8" 64" LINE OF ROOF NOTE: ABOVE SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & 9 CONC. PAD DETAILS A7 3 1 /2" 1'-0" 1'-0" b00 .4SH 35 H D AT 7'-4" H B 5068 SGID I 00 F/4 INING ROOM FAMILY ROOM I "' 12'-0" X 9'-5" 8'-$" CLG 1T-11" X 13'-3" I � 8'-8" CLG 1 O r 7 5/8" T-1" 11 6'-9" 4„ 11 5'-11" 1 T-8" 4'-C" B 6" PLUMBING 2X4 KNEE r S6 STACK WALL N WALL, TOP I °O AT 34 1/2" 77 ARPET REF TILE Pi Pi L------------ -- --- o KITCHEN I o DWGSINK VW 14'-1" X 9'-6" ( 9 3 DISPOSAL 8'-8" CLG I w I J J 2068 2 A7 Q o S6 1 OOD/ RANGE U I N PANTRY (4) 16 cn 4 N o P SH N PDWR RMI w iv 8'-8" CLG �� W/H 4" INSULATED p PROTECTIVE BRG WALL (20 MIN FIRE S3 BOLLARD RATED DOOR a W/ WEATHER STRIPCC P-LINE OF S3 FLOOR 4" INSULATED ABV BRG WALL 42" H. 11 j LOW ^CC-----10 SLOPED S3 ----- 2'-8" TWO CAR GARAGE 20'-0" X 20'-1" LINE OF GARAGE IN OPEN POSTION _ _ iG 1AII --__^___--f - L LINE OF STRUCTURE ABOVE 16'-0" 21'-4" FIRST FLOOR PLAN B 1 /4" = 1'-0" 30'-0" D S3 ►1 I (FOYER01 TILE UP SH1/2 34 iall' ►�HD AT T-c- ENTRY A7 7 5/8" r a - on N N 3: m 0 09 N N m � TIE BMwQ AT 8'-8" �bo m00 w P Q A3 0� 4" NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2, ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 sn'-n" 1 27'-1 1/4" 1 ol 2'-10 3/4" DRAIN SH 25 SHWR HD I HD AT T-3" & VALVE EGRESS R & S (4) 16" 1 -- DP SH , N o - w r I `' r 2668 OWNER'S BATH MASTER SUITEUj 6-8 7/8" 5'-4" O�O� U 14'-7" X 12'-8" I 8'-0" CLG I N FLR 6 LINE TB _ cn W. L C. M TB I WATER S & R CLO ET — — — — — — R&S TP I N BEDROOM #2 ' 10'-11" X 10'-01, LOFT 8'-0" CLG 14'-7" X 9'-1" ' - AHU 8'-0" CLG A/C RETURN UNDER DOOR i i r A3 co 2'-10 3/8" 2'-10 1/2" 3'-4" 1" 2'-11�52 1'-2" 4'-10" T-8" 4'-11 5/8" M 4 1'-3 1/2" 2668 W/S AT 6" 60" AFF A ; �22"x36'� 42" H. M ' �' ATTIC UTILITY 16 2868 -- - " ACCESS --Uj 6 L 15 -- - LOW N WALL w 14 WALL - `;' d U F— < A7 8 BATH #2L68 13 in pQ HANBOX OPDA7 TP TB ----11 WALL iv DRYER 10 R & S 2668 VENT ---- 166 I - 7 OPEN TO ---- BELOW 6 V 36" H, --- - 5 CONT (4) 12" RAILING DP SH ---- 4 BEDROOM #3 31 1 2 1 co 10'-0" X 11'-1" I 00 8'-0" CLG BEDROOM #4 M 9'-10" X 9'-11" ; S6 8'-0" CLG P SHI/p 34 zo HID AT, T-3" to � 8" FRAME / 'WALL &2sl Ell 25 _ SH 25 4" D AT T-2" FRAME ' HDSH EGRESS WALL 1 EGRESS 5'-4 3/4" 10'-8 1/2" 5'-2 3/4" ; 4'-4" 4'-4" 01 21'-4" 30'-0" ; SECOND FLOOR PLAN B 1 /4" = 1'-0" 9 A7 TOP AT 18'-0" n- o o00 Q 8" FRAME WALL v GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 112" 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. 777772777777 W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 1 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 SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) Assist. ed v irtuai Review eted and 499 Edition camp Etas Review . the 2020 EBC 4b ictr 030010 eh a Nnne ytahr p1123 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE7DR 30.0 -33.9 30.0 -33.9 M N O N co ca LO > Z w _ O w 0 z Q V) N LO M N G) co �N M to V D m u a W L Boa 80 Q aN U w QN E o W w °w0uwwEz 8< U)2a<'U)§eH lo z < Qw U o:._jOw500 O2O❑Q~LLQF- 0�O � w wOoOom°Z _jZ) nwwv5ww� O0: ' rL aO� OZ0Z °ulO Ww H�Q OQ o oaZga 0 �Qw a N Z LU kD O z ifs ` M O Ln d J LL W LA ce ,M-I Q Q 00 U Z F- W W �� J 0 0 0 M it N O N O N O O O O O 06 6 M w — ao � 00 � O N o NO o NO r- 04 O N O N O N O N N N O 04 O N O O O O ob N N M O 0 0 O 0 O 0 O O N 0 0 ' N ` T— 0 N 0 M. 0 4 0 V7 0 Cfl 0 r.� Cr 00 co Z z z V5 owcn 5; o �o o c � ~ a 0 LU Z ZWI.-- wl=-Q �MOZ rL H = Z /_� V Z 3:J Q >- MZW T� a.ZZ 0ag� >_ O Z z � TQO Z g U v 00 M� F W z A2 Q w LU M N o M LAST PLOT DATE >OW May. 8, 23 1 ST & 2ND FLOOR to to z Q J PLAN B r . ,r STAIR SECTION 1 /2„ = 1 1 -0" HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" RISERS CUT FROM 1x MATERIAL m TREADS CUT FROM rn 2x MATERIAL ti (3) 2x12 STRINGER STAIR DETAIL 1 /4„ = 1 '-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW - 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. - SEE FOUNDATION PLAN FOR FILLED CELL SPACING. --_ 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD D STRAP (EACH SIDE) CENT RE / 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 T/WALL w 0 z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. . .. 4 ° oil VirtuatRevoe� „�...-- rove® compte 0 BG 7th Editi®n Plans Revie with the 20 for com0l Debra Anne ►ttahr qj% 1 M N O N a 00 LID ns a, ICJ co Lo Ci cH Q Z 'w. 0 ~f' -� y < w 0 z Q V) N Ln E 0 W L "'oo 0 M N v N m V) U -0-0-2 M A� 0 :E Y/D 0 u o �� u- o C Q Q _ U7. Lu Q.N •^N^`` V W L co E c�o' .. CL L/ Lu W LL U LLI Uj wLu M 0 F- w~ Q Q' J w Y Z w Z Q�XJ(n03� W, u-L) u- O Q Q U Zu-u- �� I—Q Otn�ujOzOR00mZZ U 00 U' 0 z fn wwa8www�-Zu W<pw-i �Q¢OW¢°ZWzOL000 LL Q►-w g��-mwp20 Q 00o � 8QZ�Q LLQ 0 QLL a O O r4 Z Lu in m O Q J L < Lu aa ro z O Z f -- LuZ J c:) o J N co N CD N CD N CD N O M �- d' r N O N O N O O O CD CD w M 00 W M — w — O N O N O N N O N o N 0 N 0 N 0 N 0 N 0 N O N � 6 O O � O � ob CDT- N A O uo)0 0 0 0 0 0 0 6 N 0 O 0 0 •L 1 N� � �- 0 N 0 M 0 1 d' 1 0 L6 0 C6 1 0 f,. Lo c co(f� Z Z —z0 owv) O� L)_oEo Lu o X Z ZLFQ �co0 �. �ZW Q zw Z Z Oamz LU 00 �z Z T"'I �Q00 • � Z g U C) 0 0 z A3 Q z Z w J w N 0 00 � LAST PLOT DATE > May. 8, 23 Z 0 DETAILS J N M N 30'-0" FRAMED BY Qi m rtco SECOND FLOOR - FLOOR FRAMING PLAN 21'-4" 8'-8" SECOND FLOOR - ROOF FRAMING PLAN 1 /419 = 1'-011 U 1 /411 = 1'-019 Total Truss Quantity = 93 pFP�p TO LNG, PACK FOP CONNECTION III I� i,051� 16 Z -01I I)IFIC& / 1 5FTACK COFMF\ 5�T ING ANb 5FACIN6 2' -011 TYPICAL T 5MACK COPMF15Ff LVLl% TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CCNNECTORS APPLY UNLESS OTHERWISE NOTED, 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUTBACK 314" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. * PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA F°BC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 5 HFFU- 4-1/1612 PLUMI3 CUT 2X 4 1'-0" i pssos�.\n�- y�eva and appro�e� V trtuak Ramp eked 1th t0l p,an5 ge;th the In pX2304 #®r c©mp y Bebra Anne Il\ahr HANGER CHART A d = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) = HHUS46 (SIMPSON) Labeled Ord Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or less 30' to 60' Span Spreader Bar 60 degrees or less ��span approx. ox. �l I' s an/a3 "1 Ta line Ta line p pp,.. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY "I'll, 50000CC41, I MWINN-11h, 211 .7. LOAD DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 07/01l15 RA01 LCTEXTENDED FT3A JMD 08/07/15 RB01 ADD FT7 JRH 10/21/16 RB 1 LC9 JTH 12/7/11/1�7 B01 CHANGED HANGER TO SIMPSON RDP 03/08/18 RC01 REV. FLOOR BRG. JRH 3/4/2020 RD01 REV. FLOOR SPLICING JRH 8/6/2020 RE01 UPDATED FOR LCA SHM 1/15/2021 RF01 ENTRY TRUSSES INTO LEDGER JTH 7/30/2 LOAD# DESCRIPTION INIT. DATE RF01 RELABEL ADD 7G4 MAW 10-22-21 RF01 DELETE PROJECT 7G4 GSB 2/22/2022 RG01 REV. SPACING JRH 08/22/2022 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE & N, W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1373 AMERICAN DREAM/1 CCA PROJ/MODEL/ALT .7A2/ 1371B ALT DESC: OTC : LOT BLOCK DESIGNER PAGE .JMD DATE 0701 201 5 LAN# SCALE .N319339L 1 4" "=1' co N 0 N co LO t o �- _ =X co �n �tt 4➢`„1 b A iA s O �sst� W 0 a nV) N � ,0 W L U M d N M In cn V -0-0- M ;= s ` o Z) �o � 0 rc) 5 LL o o Q n1 QN o 00 E 2 W 70 CD 00 w W (� W °w C6 W°� W ~— o✓2 Dc�Yezw z �02J<°>> 0�< VO�JO Q Q U =) 0 ZLL LLLy0Z2°°l-QQ ° W�°Z°2°omZz ° Cl0 0 °a�ZYOZZ"-0W0 a a0W°��P—�Wo°a LLZ Y Z Q o o�QLL oQ 0 a O O fV OW V) Q0 O . M,O < U) v LL oCaa�", z l— z� LU Jo J N N N O O O O c+'M � d- r N O N O N O O O O (=; 0), M w CO 0o 00 CD O O r- O N O N O N O N O N O N O N O N i O O i O r - O r - Ob C N � A O r- CD O� CD O O O r O � N 0 O C O ' N� •L �� T- CD N 0 M 0 It 0 U') 0 CO 0 I1- Cr CC) Z z - Z o O M-0 Q Uo� Q ~ OW=Q Z z W or I—m0z �Zw Q 0 i'2ZWrl Z z Da2� W� O Wzco z Qo,--q - Z U �U� O 00 Q Z Z J W M 0 N � O LAST PLOT DATE > May. 8, 23 z 0 2ND FLOOR ROOF J FRAMING PLAN B 12 ROOF FINISH PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL - 8" TRUSS HEEL 6 3/4 - 11-011 ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS ' METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SO�FFI DETAIL 7 � 3/4 OV 6" 1" 1" 4" 4" N CV o00 o 00 EPS iv FOAM iv BRACKET DETAIL 8 1-011 5" 1" 3" 1 CV C-4 o;0 900 EPS i� FOAM BRACKET DETAIL 9 11 -1If -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 11/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" T.O.M. 5 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 7'-6" SOFFIT DETAIL 10 3/4" = 1'-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N of o 0 o o 8" 1'-0" 1'-0" 1'-01, LEDGER DETAIL 11 3/4" = 1'-0" 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 6" X 1"THK CEMENT PLASTER BAND 518" STUCCO ON CMU CONTROL —JOINTS '41 — CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ,,—ROOF CONTROL JOINTS FE—TE—IMINININININI INININININININI Imimimimimimimlmi FRONT ELEVATION B 1 /4" = 1'-011 12 -15 z= M 7/8" STUCCO o 10 w ON FRAME N = CONTROL 5 B JOINT _ MID -WALL WEEP SCREED 5/8" STUCCO ON CMU — — — — CASING BEAD W/ WEEP HOLES OVER FLASHING CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 18'-0" T.O.P. ELEV A`f 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.Q.M. A/C UNIT AND PAD ELEV AT 0'-0" 1 ST FLOOR FF �— GRADE LINE 3 )REAR ELEVATION B 1 /8 - 11-011 I— GRADE LINE ARIGHT ELEVATION B 5/8" STUCCO ON CMU 12 15 MID -WALL WEEP SCREED ASSUMED GRADE 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'4' ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD ELEV AT 0'-0" 1ST FLOOR FF ELEV AT 18'-0" T.O.P. --- 718" STUCCO ON FRAME �— CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF 6 5.6 5 12 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. 1'-0" 12'-0" 18'-0" M ELEV AT 10'41 O `� 2'-0" 2ND FLOOR FF CON;A TROL = CONTROL JOINT JOINT 12 — — — — — — ELEV AT 8'-8" MID -WALL T.O.M. WEEP A/C UNIT 2.0 SCREED AND PAD 5/8" STUCCO ON CMU Man ELEV AT 0'-0" _ _ — — — — _ — — r I-- 1ST FLOOR FF GRADE LINE LEFT ELEVATION B 5 1 /8 - 1 -0 _ ELEV AT 8'-8" T.O.M. ELEV AT U-0" 1ST FLOOR FF Lma 1 ROOF PLAN B 1/ = 11-011 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) \/RA 21 2023 Virtual Review Assist, In+"�ti Plans Review completed and afor compliance with the 2020 FBCh,, nahra Anne Klahr PX2 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 ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY)BELOW THE RIDGE OR HIGHEST POINT OF TH� SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT "Y OAll M o N f I --s -x $S IA ¢n W ' Y a w 0 z SIN N L0 W L 'i 0 � u 0 cl) ti (nCh c N -0— m t M Y/ o 0 O 2 O O LLo Q p° •N,= w n, 0- N W 0O !` L rz, /) ( C n/ LLI LL (.9 W LLI u - W O I- WI-Q �2J W�~zw z =2O�W,U000, O J ¢�OJX_,Ua <ZOQ� QU Z) F- F- aQ¢z ¢F- wotROOmzU �0cy CUn Z~W¢O 0Wa>zZ0YOzaOaOL¢2_gZ0 UQ zL¢ ¢�Q a O O N OF_ � O O z O Q M Ln L.L ~ ce a �M-.i-.i O z z W Jo N N co N O O O � Q M T-Te CV 0 CV o N O O O � o o6 6 �y'� w co � T- � ao T.-N O O O O O N O CD N CD N N O o N N N o N M LO O M O M Op O N O N C) 0 0 0 0 T- T- o o N U � � 0 NM M 0 d' 00 U-) O 0 1`­ L (f� COO Z Z z_ O Q Uo>� Q Oa=¢ Lr).� -0 z z W F- I- = m o z I- M z Q Z ?j J � z x Z z >- O 00 OM W �Z Z r-I `C p Z U v Oo g z z z W J W M 0 � > LAST PLOT DATE May. 8, 23 EXTERIOR Z O ELEVATIONS & ROOF PLAN B A/C DISCONNECT WP GFI ELEC METER `- LINE Ut- STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /411 = 1 '-011 SECOND FLOOR ELECTRICAL PLAN B 1 /411 = 1'-0„ ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES, E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 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 410 SER Alu 4 Bare Cu Ground Foote:' 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 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX 19 OUTLET TRIM---o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 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 Svv STRUCTURED WIRE OUTLET �— SWITCH AT 36" 6 3 WAY SWITCH AT 36" -641—* 4 WAY SWITCH AT 36" —p PUSH BUTTON FOR GARAGE DOOR OPENER ­0 DIMMER SWITCH AT 36" JUL 2 —0 PUSH-BUTTON DOORBELL EA} CLG MNT LT FIXTURE B} CLG MNT PREWIRE - FIXTURE BY OWN }C SURFACE MNT FIXTURE Virtual Review Assi Plans Review completed WALL MNT FIXTURE for com Hance with the 202 40W A 6" ROUND OPALEX MNATE lu h C - TUB/SHOWER CANS MAYBE 4� C " 50W PAR30 NFL 6WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS @"1 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -,- CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR O SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP -D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP — D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FET 24 :�a 24" VANITY LIGHTING F,—= 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING C EXHAUST FAN/LIGHT EXHAUST FAN p_p DOUBLE FLOOD LIGHT W/ COVERS AND C� 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) J� MASTER STATION ELEC PANEL M VACUM OUTLET AT 12" [ZA CEILING RETURN AIR ® A/C REGISTER C THERMOSTAT TR SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N OLO^ N S= �100 v o O N V -0 �� m A� C s 0 •N Q L U�� } LU QN v V of CL L40') LLI w owpWw wgzW�Yl- o: O�UQLL QU)J C) 0'aCO�OaOE20m¢zoZ aZO U� a Wa�inwwWV5wo�O 0wMa~ww�0M p It a. _ oa�¢ �YZ¢QQ O=Q Q LL O a O O N Qw = U N kD O 0 in O a J � U LL a d ,4 2023 z U 0_ Z LU �o 110 Inc. approved C 7th Edition 0 0 0 � O M � N O N C)O N o O O o 00 0 T M Vfl � 00 � 00 � N N C) N CDw N N N O N O N O N O N O N O N O N O 6 N C6 O O — O — o0 O N r A 0 0 0 O 0 O 0 O V- O T- N 0 O 0 O •L ' NL , (D i 7 v-- 0 N 0 cM 0 "t 0 to 0 CO I 0 I-- LO Cr CO(f� Z Z O W own U r > C)O Q Voo Q Oa=Q Z ZLUi - � � 0 m Z Z 3 W Q 0 �- �ZW � 1 CLZZ 2 M 0IL O w Z � Z x<0 • � Z U g OUa o W � z Q z z J LU M O � LAST PLOT DATE > May. 8, 23 1 ST & 2ND FLOOR z Q J ELECTRICAL PLAN B FILLER 3'-6" N 2'-6" M / HOOD co ao = N �--4" BACKSPLASH O M 1" FILLER 5 OWNERIS�BATH 1 /2 - 1 -0 3'-6" 2" FILLER KITCHEN 1 /2" = 1'-0" 2'-6" T-6" <1 1/2" FILLER T / PANTRY in RANGE T-6" SKEWED 1 1/2" FILLER CV T O C7 CD M PX& 00 60 - CV CD M 2" FILLER 1'-9" 3'-0" 1 1/2" FILLER 1 1/2" FILLER N / / / / PANTRY , 4" BACKSPLASH 2'-0" SKEWED 1'-9" T-3" IQ-2" FILLER KITCHEN 1 /2" = 1 "-0" SHWR HD VALVE LINEN CLOSET 4'-11 " 3'-3" 4 1/2" — OWNER'S BATH /211 — 1'-0" ip T T CV ih o 0 o Ch Co Co 0 CV T - <h 0 CD L-U 2" END PANEL 3 KITCHEN ISLAND 1/2 If HOLLYWOD °O STRIP LIGHTS SHWR HD WALL io 30" HIGH MIRROR CV VALVE 4„ o BACKSPLASH ao SPIGOT o / C) M O 2'-9 7/8" 2'-6 1/2" 1'-6" � BATH #2 " = 1'-0" 1 /2 / / SEE SHEET ST / F R STAIR DETAILS / / / 3/16" = 1'-0" 3'-0" 1 1/2" FILLER LOFT 2X4 WALL TOP AT 34 1/2" 4 KITCHEN 1 /2 - 1 -0 0 C0 WIRE SHELF ::� 0 "HANSEN" BOX 220 VOLT ----D1 I 14 1/2" X 16" DRYER VENT I RECESS I I I I M I I I I I I f I I I I I I I I I I LJ I 8 UTILITY 1 /2" 1'-0" 12 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION ELEV AT 18'-0" gk T.O.P. OWNERS SUITE LIVING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR / 2ND FLOOR FF Y ELEV AT 8'-8" T.O. M. JUL 21 2023 Virtual Review Assist. Inc. Plans Review completed and approved for compliance Debra ' AnneEdition Klahrr PX2300 /N 0 0 0 P) E d N 7C) - M /�♦ s= L mc Y/ p 2 o a O�� mQ r U� •/N, } LU QN 0O �m W L. a a ow - 19wOezl�- l LL zW WZ�0 �OW�0,0 Q Q n.OyipZ2�GHQU CWaWzOWORMZ? CJOO U) Yozwo azzu'oOz 5U <RL02QQOQ a V��Wa. =O �Q9 w O O N OW I"- .M Q O M Lr) G U, L CLU a d M Q00 V Z � Z � LU Jo mi O N N co CD N CD N 0 N � O M T- � T-- N O N O (V O O O O M a) WM cfl ao co O O NO O O N O N O N O N N O N O N O N i O i O i O i cp O N � M i LO O O O O O O i O r- O N O O o ' N0 LO L i r N I 0 M-It 0 I 0 LO 0 1 CD 1 0 ti Cr COM (f� z z O � w owuO U 0 0 a ~ o�o O LU a �--- LU �� z zW�a =co0z Z 3 W Q }'2ZIx TI O.. Z Z L-) W Op 0 U�Z(0 z O z ,-_I = Q o • �c Z U L) g a m Z Q Z J Uj co LAST PLOT DATE >00 May. 8, 23 B - INTERIOR z 0 J ELEVATIONS s:;• r -JJL._ RI II11 'I 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2. 2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS 60 PSF UNDER 100 sq . ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3. 4, DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONSH A B FLOORING SUCH S SUB AN D 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'S 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated' including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Cofncrete oyerpoL r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has r3ceived 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 -- "CI (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: T THECONTRACTORSRE RESPONSIBILITY T REVIEW ALL DRAWINGS BEFORE I IS S 0 GS 0 CONSTRUCTION BEGINS. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS EDGES IN VERTICAL APPLICATION SHALL BE 6 O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. pl. 21 2M Virtual Review Assist. IUL. Plans Review completed and appr( 2020 FBC 7th for complianc� A neeMahr PX2300 by Debra M N 0 r. e a - �.� 00 LO U.,4L LL Q Z Y fa V,-' e je ' W 2 V LU Z a L0 o U ' Mm v `J1 N M 2 V) V -6- 2 M E t o 8 p C V! 0 LL O N Q s �� z co E V V LU LLJ (� � Lu Uj 2 Q � w~a �� i KQYZM z 0p00LL �W U Q Q(X J����(nLL JO OWWWOZO�00mZ=) ('f O O z 6 _j0Ly Q>ZYOZZLL0Lu0 Z LL Q~Laj�O�H�5 W agL) Opp o oQZWQ LL Q Q f- Q LL O 0 (V O LW I --I r L--I Lei "0 C)0 �M C:) Q � M r-, LL Z a a Ln aUa0o Z Z 3 W Jo �O d- N CO CO N N N C) A T-- 4 T-- N O N O N O 0 0 O 0 O M CO a0 00 O CD CDw r O N O N O N O N O N O N O N O N di O i O d) i O i 6 O N A : LO � O 0 CD d) C)0 i 0 r 0 � N C)O 1 O E NLo i � O N O co- o t 0 LO 0 (fl 0 ti Lo I T ♦♦ MM V) Z Z O W 4-1 W W CO U 0 O Q Vo�o �CL - O XW M LO - Z ZW~� = m Z 0 I- Z v Z J � Z � TI aZZ ,,^^ LU OdZ>W F- Y! O M� w Z Cl) Z �Q0 Z U Ua 0 0 m Z SNO Q Z Z J W M O 00 � C) LAST PLOT DATE > Jul. 10, 23 Z 0 STRUCTURAL J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED (4/`IETAL. LATH ATTACHMENT, METAL LATH I WALL SHEATHING I II ��.4 II 4 II 16GAx1-1 Z" LONG (3/4"-1" CRO' PN) STAPLES C 6°" O.C. VERT BETWEEINI ..I I� I !®...e_m.:... I_.i . -- _. 16GAO-1/1." LONG (/4%1" STUDS (NOTED THUS:—) - OFFSETI CROWN) STAPLES 1�6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS - (NOTED THUS.—) METAL LATH ATTAC H M E NT DETAIL REV. 09.24.21 SCALE: 3€ ' = 1'-O 'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TP:#"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'-01, TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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" @ 241, O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w J CO ROOF DIAPHRAGM NAILING SCHEDULE Rinr.F I INF t + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + t t + b + t + + + + + + t + + + t + + + + + + t + + t + t + t �p + . + . + + + + + + + + + + + + 44 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.)4'-0"4' 0° Z++ ++++ + + L� 9�- +++ + ++ + + + + + + + + + + + + + +/++4 + + + + + + + + + + + + + + + + + + + + + +o + + + + + + + + ++ + + + + ++ + t + + + t t + + + + t + + + + + +t + +++++++++ + i I� \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS ou RIM,] oiiniVr\ iNf t1 J �W V V.V. L✓V LJ (% 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap—i >1 r dry. FILL CELL STD 90° HOOK BOND BEAM W ... .... ........... ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR ODC #5 CONT. . FROM CFOUNDATION 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min ) Small gap 2" min. 2" a m x. � 4 max. —7 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. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. @ y -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. higher than 16nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.' consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges Boise Joist Blocking tJca 3" /10d1 nails at R" n-r. QZ,� Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D 6. (see table below) El BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or_11-22422 beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 61r A 1Y2" ROUND HOLE MAY 611 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT 10 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" _ Any 1'4w" yjois L......_. Span d,..Ifl) � 4 °-0 � f..�"I 44 '{ ta2" V- fit V£ 3" 1 ^- " l',: 2 -4" Gi-2Av T-1 _1 " +3.i-7" J4Y-I,('Y a-2" €-9" 5' g €1 rl .yP� 9 4-P^y Rti .u� e-.gyp mP : r{X .-2eo 1] p-2.P 11 s_-+'"yA"M rt R'-,gi''a£P fe f.-.^,Atli %4" ryA.--^F€F 20 V-0" V-1" 11i-2" V-2"` 2.-0," 3°-0,£ 4. €Y 41'-1ALC,£. 5'-17 " B'-1F11' 7'_1111 8l`-11€. 24 1 °-0" 1 ° 1 " 1'-2"' 1'-3"` 2'-5" 3' 7" 4'-9" 5'-10£, 7Y 2" 8- 9€�," 10'-9€i NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9• THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web tiffener Fastener Schedule Joist Bearing Location Series I Depth End Intermediate O BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000s� BC16500s@ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI60sF 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI900 111-718" 3-16d 3-16d 14 5-16d 5-16d 16" 1 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION 675) MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° " (WHEN w/ (18) 16d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC -PENETRATION SLEEVE THRU STEM WALL d d I -I I I I' I -III -I ITI I I I I ' I ;III= _III-1 I I-1 I I-1 I I-1 i t 1 1 1-1 I I FINISH GRADE III- I I —II I Backer block (12" wide min.) Nail with 10-10d nails. -III—I 11=! 11=1 I— Install tight to top flange. SLEEVE THRU STEM e A. 6. . Joist hanger SEE PLAN FOR FOUNDATION INFO ° STEM FOUNDATION �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 1 A/C �CHASE�PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP, FND. PENETRATIONS SCALE: N.T.S. rf�IT ) I il�ill F_ _ JU I�--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU F D. Virtual Review GRADE -�- Review compl( for compliance with the by Debra Anne I PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENTERED @ PIPE PLUMBING LINE I PENETRATION I —------------- ----------- ----------------------- CD z . ... SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION FIr- 1.4 PLUMBING .LUMBING fLINE d a .'°°.'n a � --_1..— SEE FND. PLN. SIZE & REINF. Ii nII vI I IGIII; M N p N ��- 00 LO y Ln 00 j 7 Jt Q ,� ' 'f :• z UJ 11 2 O W 0 z i�� I E W p CY)M :v y cc 1�/F,' Ln ch M N V -0 -0— 2 M L fig 0 o 0 U-8 c U in • Vi .0 LU V �� L 00 W L �0 C (3 CL C7 LU � Ld Lu YzWW~ Q W Z�X�LU ��0LLO QO�J f0z20<LJ Q L) ¢i—¢¢ U)LLJ p 0 Z Oa>ZYOWZLL�¢0Ja <0 WO�I¢-vJZ� W�20 Opp o oQzq�¢ I_ ¢ O ¢ LL 0 0 N 0_W 14 UO N z > U.) lO0 CD o Q V � J un U_ UJ Q Q Q 00 z � I— Z W Jo 1.0 N N N N N N e— Q A �- 4 r ssist, Inc. O O O ed and approved 020 FBC 7th Editi n ahrPX2300 0 0 0 o6 6 M vV c- �— co t— ca � O N CD C)r- 0 (N 0 N 0 N 0 N 0 N 0 N 0 N C) N O O O O Op O N A O LO 4 O O O O O r— O r N 0 O Q 1 No N o c7 O C)O tf) C)i ti M U) Z Z O oWf� w 0 Q Q - Oa=Q Z W ~ �ca0Z O� v LD Z , W W r-I z z U-) o O 0 IL W Z Z �Q0 ■ Z C) U a 0 MM0 W Z Z z LU Wco N O N 0 LAST PLOT DATE May. 8, 23 STRUCTURAL .. z Q J DETAILS 5/8"OR 1/2" HIGH STRENGTH ­` '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH __/ —TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.E. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F, (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. 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 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 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" IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS iv 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 F OR FIBERMESH WWF OR FIBERMESH °` 4 A ' 2 ATTACHMENTS ° . . ' .. ° @ 24" 0 C.) VVV11 CH " MES c� ° a a ELEV. -0'-31/2" z 31i2"MIN. 3112"MIN. ° AFF 4 2x4 CONT.Z 11 O a a ° - b „ b �i ..° a• 113 1/2 (min.)- 4 = z D —_ III=III=III= 3 1/2 (min.)- 4 a a „ — 1=1 ° •' = I —I I —I 1- oo _ _ _ = I=III it 1- GARAGE DEPTH VARIES 31/2 (min. -4 III—LII I - ill 3 1/2 (min.) 4" -I�— —1 I I —I —III1.4I'- .. il— . (2) #5 CONT. 4i1.i—� $ (2) #5 CONT. rB u.N•0• MIN.TYPICAL BEARING WALL MIN GARAGE SLAB AT STEP. STEP TYPICAL BEARING WALL STEP SHEARWALLrc"�� @CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH . ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Pis' BOARD PER CODE (OR 5/8" 12 N.O2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C GYP. TYPE "X" @GARAGE 2x STUD @ �M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �o'MSN °�S 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U, FORM SUBMITTED WITH PERMIT °° INTERVALS NOT EXCEEDING 8"x8"X16" KNOCK -OUT APPLICATION �' NOTE: SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS 10'-0" (R302.11) CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT - 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE INSULATION PER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8'x6" "J" BOLTS BOLT 3RD LAYER 1/8 THICK. PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 2x P.T. PLATE 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN, TENSION 2600#) 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLYMAX BOLTST -- FIBERMESH o END OF 2" x PLATE WWF OR FIBERMESH STD. 90'HOOK (SEE DETAIL) w/ 10 10d NAILS - BAR ¢ - ( ) 2x P.T. PLATE WEEP SCREED INSTALLEDe)d � ARCHITECTURAL TYP. PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR o u a 1x2 PT WD FURRING @ 24" O.C. s - D . D - GRADE 40 MIN. Fy= 40ksi a = —__ GRADE N a _z #3 & #4 LAP SPLICE � ° D T a D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a =III-III=III m I I —III —III— I I— o (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ". — — — A D 25" MIN. LAP [30"MIN. LAP] ¢ — D r - 1/2" GYPSUM WALLBOARD a z "' I I —III III I I I FOOTING MONO SHOWN o —' — • • (SEE FOUNDATION PLAN a _ —III=1 —I I i - W 1=III=III I I=1 D III 11-III=III=1 FOR LOCATIONS) FOR CLARITY a' — — — — — CO 6 MIL VAPOR BARRIER IIII III ° I =III=III=III= . t_ R 1 7/8" 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD EL uj MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER _ MUNICIPALITY. 4"x4" INSPECTION FORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR -71 CURB DUE TO SLOPE °° III=III=I I I r-' a D CO 00 6 MIL VAPOR--" BARRIER III , 4 III COMP. SOIL. IIII I11= (COMPACTED TO 95% — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1 V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rT� SCALE: 3/4" = V-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 �z a. .. 4 00 - �IIIIIIIIIII •, '.: =IIII T 111=III �.� -, ':• ' III —I I IIIIII .� I1IW' — SEE A/s3 OR J/s6 FOR REINF INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11.8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNOERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION _ ° (2020) RESIDENTIAL —III—III—III-1 m f l—III—III=III o 1-III—I I —I I I I III—I1 I —I I=' I=1 I I —I 11-1 I I —I o • � I 1=1 11=1 11=1 11-1' PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 11_I I I— 11=1 11=III=1 I1=1 I I=1 11=1 I=1 I �I I' • -T ITI=► I I 1 I I-� I I I=1 I I III —I � HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE I=111—III=III=III-1 I I=1 I I I I 1 I 1=1 11=1 11=I 11— N z #5 REINFORCING BAR — III —I i i—III—III I I —III I I —III= I I I—III—III—III=1 I I —III— Z I I I D I I-U[-1 I M 11=1 I I- ,— #5 LAP SPLICE — I. I I 1=1 11=1 11=1 I I i I 1=1 I I III 1- b° 1=1 I I —I I IIII—III—I 11=1 I g I I I I • III—III=1 I I=1 I I �I (2) #5 CONT. NOTE: g . a D III-1 I=1 I I—III=1 I 1=III= N I D ° ' _ _— I— . LAP [36" MIN. LAP] ON 3" CHAIRS —i COMP. SOIL. (COMPACTED TO I I I I III III I I I I 3s"MIN *FOR BEARING WALL I=III=III=III=III=III— —I I _ I F 4" V-4" TYP.8" 1'-4" 8" W/ UPLIFT ONLY I11-III-III-111-III=III-III-III-11=1 I I-111-III-III-III-11I-11 I D555 111-1111111IMODIFIED PROCTOR ASTM '=11=III=�=III=1I1==111�.11' io„ () _ I ) I I III—III=III=1 I I III —III— #6 REINFORCING BAR #5 STD. 90 HOOK =1 I I, III I1 11�1 1111 IIII 111 I 1=1 11=111-111==1==1 I — =—III—III—III—I i 1, ,�-1 I 1-1 11= I I'- #6 LAP SPLICE — — TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 13 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °°-1=— =111=III=111=� I ' _—� -111— I 1=11 ==II- I I I I ( (1) #5 REBAR w/ OPT. ' i—III—III—I 11= 11= I =1 11= 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 E d N ' M "•'°' M71 '' 1 III= 11=I11_I -11ll 1IIIEE ��60 �II11111111 .'y. +�. �. IIIIIII' SEE A/s3ORJ/s6-III�IIIiIII_I II���III II FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS r7� SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP.. BD. 1/2" FROM SLAB 0'-0" CD CONT. BEAD SEALANT °. INTERIOR °a ° a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 N Cl) 6 MIL VAPOR II —II II— _ BARRIER I— ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 �16XJ6 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR VVVV OR FIBERMESH JUI 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO N ° SEE PLAN FOR & LAYOUT DESIGN ° — — = TOP OF BEAM ° ° ' III III III; - SEE ROOF PLAN ° ° (2) HTS20 FOR STRUCTURAL ( �, III III,; IIII I a, I1111 BEAM SIZE & rI' Virtual F CONNECTION INFO •. 11- T 11 Plans Review I 2x4 #2 SYP P.T. FRAMING w/ — — — i I I for compliance w SEE A/s3/J/s6 =1 I I ,III I I _ �I 11 III „ by Debra MIN 7/16" O.S.B. SHEATHING 4" 4 I, 8 z ATTACHED PER NAILING FOR REINF. INFO. W o SCHEDULE OPTION #1 Cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. -N� ,Jill r BEYOND PAD REINFORCEMEN SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH �OOOOC �o•pp CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMING rC D 1�2� PATIO COILUMN FTG. DETAIL �N co 12 \ _Yp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d V TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3) 0d NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE II II 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 BLOCKING (TYP.) 2x P.T. PLATE `ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION I 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT ■■ it • • e • • - - :. • - • � • • � �7 .I'■ -_ l�11 iii1_ III■■ ■'■III I �li II II III�' END �IIlII, IIII,��I ■■III Ii1�■ WE ��. III■:■ �''1111 IIII��! NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. Lm SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" — FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J ¢ cr w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NO RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES O SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGEFLOOR i� TRAVEL DIRECTION OF ,. GARAGE DOOR Jill MOUNTING BASE DETAIL SCALE: N.T.S. d d SEE PLAN FOR FOOTING a ° ° a DIMENSIONS POURED CONCRETE BASE FOR BOTTOM MOUNTING BASE BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/81, 8" 7 5/81, 8" INTERIOR WALL C EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNG ANGLE NTI FOP a iARAGE OOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR rw� REQUIRED CONNECTION SFF0l'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS 10d NAILS @ 8" BOX HEADER ONLY • EXTERIOR HEADERS: 0/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op Q� U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"1 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, --,----'I I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \!� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 4. 2. P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d ' dQ d. •_ SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 46,., SPLICE STAGGERED \ -10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rm SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 gP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON RECESS SP4 LINTEL d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SP4 BLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE \T2-16d m U) NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. I & NUT a d 2X8 P.T. BOTTOM P TE 5/8"10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a a 2X8 P.T. BOTTOM PLATE 5/8 x10 J BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING -(2) 16d TOE NAILS EA. BLOCKING JUL '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) e #5 CONT. & FILLED 5/8"X10" J-BOLTS virtual Rev 2'-0" O.C. Plans Review col f ompliance with -MASON RY�VALL by Debra AI 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 I, co N O N °�• o f .. ...�- q ly •GV �,d Lo co Lo p) U :e; ' Are c R4 T* {y? ., , Ik ,. u " g' Z UCj m dI v O o p ..: w 0 a L 0 � qo, U ' 0 M o di cy / N } M C �S= .L L Oo B �•� pro R s .N w 6° QN ^` W L p E°' o� 710 �0a� LU W CD W aw vi wpo w~¢ �gJ w zW z a 0 go� x< U_ V O Ow J oz Q U Q F- =ax z�wozmo��¢~ �cn��Ozp2200mZz U 0 0 O o z ��L>zYOZzU-pIC ¢�W01<v5-wWo�U a Q 00� o m o¢z�¢ ¢ w ¢ O � w O O (V 0 I— E--a 0 `M Q V a O M Ln U0 rI Q W < >- Q Ln < oo UU ~ z W > W �� l0 2 1 2023 d' 0 N 0 NI 0 N �- O I M r d' r w Assist, Inc. N o N 0 N 0 leted and approv d he 2020 FBC 7th E Jib o e Klahr PX2300 o M vV co T_ 00 T_ ao - O N CD o 04 CD C)O N N C)0 N N 0 N O C\I C)N N O O - O - ob O N A O 0 T- 0 01) 0 O) 0 O O N 0 O p N°' � ` i --,I 0 N I 0 M-,t 0 I 0 V7 0 I Cfl I 0 ti M Z Z o z — vV W U F O 0 Q �_o ~ o Q IX LU g Z ZWHQ W�� co Z LD Z J G }'2Z� T-I 0- Z Z Lo W O_j -Ez O 00 UCZLd z T__I Q 0 - � Z g U � OV M0 W � Z Z z w J Uj co N N O LAST PLOT DATE May. 8, 23 STRUCTURAL Z 0 J DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 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/7 UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CR0 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT �° 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. •.• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10dX3" @ 3" O/C THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD IDF INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH L BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 112" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM-.jVr @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. 55 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ N N X-BRACING, AND TOP N "' "' SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING 00 00 x x INFORMATION CO SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS 00 2"x4"CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2X4 PANEL BLOCKING (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 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 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 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 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 AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION K�4 SCALE: N.T.S. SrJ MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON BAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U,C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g r - ADDITIONAL INFORMATION. IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL r�_J� SCALE: N.T.S. S5 TOENAIL 1 (2) 16d NA 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 MINIMUM (2) 16d PER JOINT `- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLL WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) GABLE TRUSS STUDS @ 16" O.C. SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH SCALE: 3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \_BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACIN( 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 rL� 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48'' O.C. 16d NAIL L BRACE ATTACHED W/ 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. C'1 w pw 0 v q 0 z o w 1 w o 0 ' o ' 0 d ui — — — q Q o >�~ cIt T cC G LU AS PER BCSI 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 SCISSOR TRUSS 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 JUL 2 1 2023 ost. I n C and approved z0 ESC 7th Editi hr PX2300 co 04 :; S;,`' yr . :x.84t CC " - 40 6+r s001 �'y? 4 Q a I � i, A O 0 w w 0 z Q L _W '= ,o q U m �m� 2 N _� V) M *t �' V -0-0— 2 co 0 L O U 00 0 LL g N Q c � V w00 aN } W L. C) E - ° a W (' W dui wow w�¢ o:�-' XgQyza: z Q O� X ���� W U) LL V O0 0, J O Q Q U Da z,�w0z20 h ocn��Ozoo'oomZ= 2 Q 0 U)0 Z wL5- jVnwwu,U5�wQO ¢aWOw LuZo�U�¢ 00of c Z) p¢z Q U_ O U) O O N Ow 4 u�� > V) o Q U co Ln LLJ Q LA Q u 00 Z Z W �� kO [t N N N N N N O cy) V-- qt T- N 0 N 0 N 0 O O O 6 al CD 00 00 o N O O r' O N O N O N O CN O N O CV 0 N O CA N O O O O T­ O O N r- M O 0 11 0 O 0 O 0 O r O T.- CV 0 O p 1 2 N U L CU >I NI d'II M () Z Z _ z O vV w�~0 O � Q Uo� �Q � ~ 0 W LU CL Lr) - Z Z w P r Q �moz 0Z r=n0=z V O t= J aZ Z�Zrl z � Lu '� °a� Z O S2z Z �QO ' Z U o�a. 0 �m z a z w J W M N N � O LAST PLOT DATE May. 8, 23 STRUCTURAL z Q J DETAILS 12 \Z I INSULATION — BAFFLE INSULATION PER-- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERSD 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 ,O ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C:, 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W o 16" O.C. 2X S.P.F. STUDS m W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d F � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD UI= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA <- 1000 B 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 ETALSEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/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 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY c r °A °° M I — — �—III = 11511I—II I I —I O I—III-1 I I NP11, 6x6w1AXW1.4 - I I —I' 1WWF OR FIBERMESH -1 I 1=1 STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cn M U 4"x4" INSPECTION PORT AT '0- EACH FILL CELL TYPICAL w D- a AT GARAGE CONTRACTOR CD TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 04"to 6" BELOW GRADE INISH GRADE 00 i t OI I O I„ I I III" \-STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 SCALE. 3/4 -1-0 S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLC BEAM/G 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *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 FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 0° SEE FRAMING - WEEP SCREED (0 z PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- " " 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS; ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. < 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a ° a. a -1 O I_ co —III—_ .' i° : -III III— �<��'Q I —III III- (3) #5 CONT. ON 3" 8" V-8" 1 8" I CHAIR W/ 3" MIN. i CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 B 15/32" OSB EXPOSUREI k,x SHEATHING x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF � NOT FULL HEIGHT SHEET U) z C G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSUREI F F SHEATHING W SOLID 2x U) C BLOCKING@ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X- a cWi C x � w _ x E F 2xSTUDS w BEYOND. U) SEE PLAN a O \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAi i ri r11Ar1^K1 nlAr+nARA 3/8" SPA S 3/4' SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X SF A�Npo� �N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THAN)/a". co z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0@ NAIL AT TOP PLATE TWO ROWS @ 4" O.0 w/ 8d COMMON NAIL z LL = CO NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. W ccnn @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J 0 w.' 8d COMMON NAIL J ww L=L 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >- a � 0 w w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. u> F LL OG (?) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL z N W p o F MEMBER IF GABLE END c W NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS O 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 A�TFRi FLOOR TRUSS / FN/n,_O'Q i BEAM S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED' CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR � FRAME WALL HEADER DETAIL ( M (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 W 1.4xW 1.4 `t WWF OR FIBERMESH E d CN coIII=1 I I—III-1 I ° ° ° " -III,,IIII I III (3) # 5 REBAR ON Y CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. °° JUL 21 2013 Ili, FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 T o z _� g tuai Review Assist, Inc. roved glans Review comptetetl and approved for compliance with neeMahr PX2300 FBC 71h Edition V by Debra An S6 M N O CV 00 LO " - .a LO CD M. P e i) s s . = a E: W Q Q L> W "oo U v C-)co NM m N V 21 .U� M O '0Qu sli O Lo �L°2itjNN/Wc L E 00 70 _ CL V L ,a W O QWmJ YQzL mH- ~pLL U nl ¢z�� poJO pQpJn���O Z0zmQQQ¢ 10� zcy l�oH zoWoomZ O_zuoz u Z �v—W9 �WO2FwpQg2u Q. < o' Y QLo �¢¢ O f— N O O N 0W 1-4 (n H O �M C) Q V M L0 5- Ln LL N W Q Ln u Q Q O Z W W J0 mi I- N N N N N N 1 M N 0 N 0 cV 0 O O O o OD M r- 00 00 C)O O 04 O O N O N O CN O N O N O N C)N CA CV O O r O Op 0 N c; 0 d O r O O) O O O O r- O r- CV O ' N Lo U) 'D r- o N 0 cM 00 Lf� 0 O 0 ti 1 00 /0^ z z v / 0 � Q ,,0 � OCL=Q Z Z—� WI~ �mOZ Z W Q �2ZWr l �ZZ L0 Lu I\ O_j2z O 00 UU)ZU) ry • z Z �Q0 U Q 13- O"J 0 �mm m z Z J W(14 � 0 LAST PLOT DATE > May. 8, 23 STRUCTURAL z Q _I DETAILS —MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL PT TO PRODUCT TO PRODUCT TO PRODUCT .. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS�� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rlx4l/2"DI YWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CO�*2" (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH ENDw/2x8 P.T. ATTACH SECOND PLY w/x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 21/4" DETAIL STAGGERED @ 12" o.c. 3-114" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS rc SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO 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 BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—,--- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IF 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. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH F BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END----._� LEAVE A CUT OUT IN O.S.B. ON TgE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS Z-0" SECTION A -A 811 1/4" x 3 1/4" TAPCONS 'LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 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. 8 FILL SOLID BOTH CELLS #5 REB, (TYP) STD. 90' HOOK (1 a +5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. I'= ..._. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST `'' SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING PECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (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. �] H I I-1 I-1 I f=1 I I-1 I I-1 I I; g I=III=III=� I I- D — P III —III —III I=III=III o ° 'III —III —I GRADE D . p p,l l l_„I I I- ° M p z_ T �p ' (2) #5 REBAR. MIN. 3" 16" MIN. 00,COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S 1 IAIAnr%CDTADI C IAIOTAI I TI(1M1 FILLED CELL INSTALLATION H SCALE: N.T.S. �+�+ AR.'--H PxL ksi AND FRkv E-N(( PIER PLAN I F l'IHAhkNEL, - FA STDIED PER I NT.pr F.`EEL0101 I I",/ I_ CrDINT 2x41 AILEEI TO FII.,I',Iu.'KIN, v "' 1T",INylL ` "y.p L'x SUE FASCA ALUM CH19.IP EBIG E ALUIA FASOAk 1 3144' TRITA PANTED 513 NAIL wl 51 W1 HEAD LIIA- 0 24", 0 C. - C0NIT VIrNTED+e1R SOLI) LCDFFIT 2x BLOCKING I`ilAILED TO, TOP CHORD EVERY OTHER TRUSS tv"ku" 3I 12d NAILS, TYP_ ,,C 5L)ILDER TF,•kS OFFIT MATERIAL `.: PA:N CAPACITIES EASED I 4TN I'HE DESIGN "PRF& RE,_' COMPONENTS AND ADDING LISTED TED IN THE CAE Gl l CM7EDIA ON SHIFEET S& 2 F + vim} S .F i ^ATE I ACHNIEN T AT WALL (FE R ALL H,A, AL(_ ,I .NC. FL# IBE44 $455 FL :X.I T PPP I', AIL',I F CEIANNE FASTENED a"aNk rr_rEt k�1s` Ir:I kSA.. _ 1'x fi 4 S� N STAPLES @ 24" MAX. C,CE IN DIAMOND PATTERN SL8 FA. C.'I " ve: 16 , r STAFILE ram^ EACH +` RDII-.= iE STRUCTURAL SOFFIT 5 01 &FLALE ,T T IY ( y Fl_"'FBI LUNIINLIN! SOFFITS WITH STONE: I, E'v, LI4� ,� ..I"I", I .I 14 IqN f D I € H IN PER THE - .)FF1, � � �A INST� LA:I i� �R4TEI11A 'REFER'. TO THE PRODUCT APPROVAL FOR INSTALLATIONDETAILS.' 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. A, (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD �F + + NGTy PLYWOOD SHEATHING + + + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS 7-1 + SOFFIT 2X4 SYP 6 + EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7_ / CENTER SOFFIT PRECAST LINTEL �// Z/ 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" = T-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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCAT F-1/4 =C CU=:T rV) Anin z O E U- O w LL 0 a 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4' PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED /---2x BAND JOIST W/ FACE NAIL 1 Od @ 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) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ' •a'' OVERHAN ° ° RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS 7 HAN 3/4" NO REPAIR REQ'D. 1'-01' 51-011 NISH F p c� ai } N Cy) M N V -0-0- j .O M ` O *• O O �N W O ° N x QN Iv CO 70 000 °6 _0 W wWa Ix2_j w9�Z� z uj CD W mp0��<O�of<u-0000, JO Q U <0 zoLLozm� I._-- Q Ocn0�OzpR00mz? U cnwawv�wwwV5p � 5 U) 0 ¢ a0 y 5zwz 2L)o¢ LL 00 ¢ o o C Q Q� Q ILL LL ° .. 1110 Y ° #5 BAR ° `° oD 1011 ° ° D ° ° CENTERED W/ O u • ,� s H IN TOP o z N ° , Ig KNOCKOUT / &'4 LLL1 -- ° CHAIR BLOCKUO -n N ,~—I 0 MONO FOOTING _ o SIZE AND REINF, PER PLAN I — °� °. u ° Q M _ N AND SECTION DETAILS -I D U_j - -1 n CLEAN FILL D ° ' DIRT R I•— t� a cq a STANDARD o ° 907HOOK N <UQ� #5 BAR IN 1 FILLED CELL , - , - ® , - ® , - ® W ®® 0^ Sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" N N N O o 0 N N N OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. co N 0 N ia Lo 0 0 Lo Q z w 2 2 O 0 w w 0 z Q A 4 CV N N O O O O O � DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE M C) 0 0 0 0 C) O co co 00 O C)O VV T r v- N N N N y TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT '� (.Q N CN N N N N N C)MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") & & o O Coo N A Lo '#5x6' EMBEDDED INTO EXISTING BOND BEAM 4 r O O O O O C) O O CV r c- O O O FILL CELL FULL HEIGHT W/ Assist, i' c_ CD O o O CD O NON SHRINK GROUT. Virtual Review rove N Lo > N.Co. Lo. cfl r� Plans Review eampteted and 'ion ^ qq lianCe with the 202® PX23R1i �i 10 #5x6' EMBEDDED INTO {®r ®mPby pehra Anne Ktahr � z Z M w O EXISTING FOOTING (2) #5x6' IN CONC. ♦�i W Lu 0 FILLED CELL O � ui U = DRILL 3/4"x5" MIN. HOLE _ SET BAR IN EPDXY a ~0a=a Lo-0 L 7 z W H F (� Q Imo- EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. (� z 3: Q �-2Za TI a Z Z LL > U 2 0 0 < J Q F- a— LL O z ,--I = Q C ry�s/� z ~ i J a 0CU 0 W � Q z z J Wco INN PLOT DATE � >OLAST May, 8, 23 STRUCTURAL z Q J DETAILS-RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). vn rvviv.——i—ki ) ivu -- FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TC PLAN DETAILS FOR RISE AND RUN INFORMATION. E E_E- DOES NOT BEAR IN WALL GLUED TO 2x8 F STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED 0 SECTION D-D 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6'0 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING - ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON14)1Od M/2" NAILED TO STRINGER FRAMING N I (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED—\ DR FT S P 2x4 PT NOTCHED INTO STRINGER AND TA2x8 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: ' = 1'-0" DRAFT STIOP 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H Em 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" THIS STUD WITH FACE OF 2nd RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. GA TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT ,I STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- 2x4 SYP BLOCKING / OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND (SIMPSON MTS12 w/ NAILED TO SUPPORT (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — SECTION VIEW "E" E SECTION VIEW SCALE: 12' = 1'-0" 3/4 PLY" ON DECV —2x8 SYI AND W FRAMII` 2x4 DRAF' STOP 2x4 BLOCK SCALE: 1" = 1'-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER /7\--,,,_ rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POSI PER CONTRACT, (2) LAYER a" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. _ POST LET INTO _OCK DE ING ?X8 BLOCKING :OR NEWEL POST rO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING 0 1 /Ai K UUIVO I I%UU I IUIN Ur. I JAI L0 (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO NALL BELOW JOINT -TO )ISTS) u PSON 10d x ECTION VIEW "H" SCALE: 1" = 1'-0" virtuat Review Assist. Inc. raved ?tans Review ccmpteted and app for compliance with ne KtahQ PX2300 Editian by Debra t �I M N O N 00 ,., o 00 Lo E Ilk 3_ LLJ C`.�.. �, C , Q Z CD > W L. C U coti N M M V _0- :n p M A� E 'c s Mp Y/ u o 0 OO m Q Lu QN L 7W 0O Eco V ° a a W duij w0 ~<-Z0W~ z ZW W��WuW �D-U)�O�-0 (� Q V Q =X ZL.L OZmo�l-¢Q u- 00 a��OZOWOOmZ= ul Lu �Wa>zYOZzLL(pW0�a U (n L Z ¢oWUg�P MCU02U�¢ OOx 0 0 0aZL¢ ¢ LL �- O O N ow i- 4 > "o �o . O Q u CL J Ln 57 W Q Q Ln rn a ¢oo z�F- F- LU W N co co N N N r O CM r 4 T- N O N O N O O O O 0 OO o r w M cfl co 00 O O CDr O N O N O N O CV O N O CV O (V O O N d) O O r O V- Oo O N r M 0 Lo O O O O r r O O O ' •L N Lo r O N O C+� o 0 Lf) 0 C O 0 f- Lo M U) Z Z O w �+ Ww > 0 O Q Uo o Q F- oX=a 0 EL -0Z Z � H < F—moz T� O�w (� Z T( -ZZLL W I� O-1�Z o pp U0-ZU) z YQo Z U J a OV O F. m Z ST z Z w J W M O 00 � cD LAST PLOT DATE > May. 8, 23 Z 0 STAIR DETAILS J ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO it INCH SLUMP, GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • 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 VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 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: T-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 4AST-4m" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12.OB 8F16.OB 8F20-OB 8F24.OB 8F28-OB C7 32.OB 8F8.1B 8F12•IB 8F16.1B 8F20.1B 8F24.1B 8F28-iB SF32-IB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 '19 10127 19 5-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1 1160 1625 2564 1 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 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 1 2316 2883 471 1 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 154" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N NR NR NR NR NR NR NR.R. 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 C,/Rf1"t SAFE LOAD - POUNDS PER LINEAR FOOT NpE LENGTH 8RU6 8RF6-OB 8RF10.OB 8RF14-OB 8RF18.OB RF22-OB RF26-OB RF30-OB 8RF6.18 8RF10.1B 8RF14-1B 8RF18-1B 8RF22.1B 8RF26-IB 8RF30.IB 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54" J PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 (19 9311(19 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 (39) 7402 19 8706 (19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 1 9479 10893 (32 T-6" (90") PRECAST 669 755 1490 2459 1 3776 5743 7239 5623 755 1490 2459 1 3776 5743 8998 (19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1 1568 1 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-C 94" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 "'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C_*�T_'4 /►R4" 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 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAsr-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8 iT 8F12 1T 8F161T 8F201T 8F241T 8F281T SF321T 8F8-2T 8F12.2T 8F16.2T SF20.2T 8F24-2T 8F28-2T 8F32.2T Z'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 1 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9) 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 B 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625t14 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 1052 13 230 364 609 897 1224 $ 1562 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 (8) 1057 (14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 (1 654 (1 142 230 369 531 713 7 903 (13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 (10) 545 (1 ) 629 1 137 221 354 508 681 (7) 861 13 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 4911,10 566 10 124 200 316 450 600 (7) 756 12 8 55 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE N0, 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4^WN4444" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-IT 8RF10-IT 8RF14-IT 8RF18-IT 8RF22.1T 8RF26-1T 8RF30-1T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4' (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 1 3815 14453 6-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 (7 2442 6) 2931 6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 (15 1640 15 1980 (15 2322 16 395 589 1135 1 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS oo0 o Oo oc cBc �c JOT O c ° c 6Q 8F8-1B ° 4 > C O ° ° 4 8" PRECAST LINTEL W/ (1) #5 HOR CONT c BAR & (2) COURSES OF 8" K.O. BLOCKS c Q o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED Q ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D a 1-1/Z CLEAR � - - C.M.U. C > -_ J = L W Z W J w v �u 1 ° #5 REBAR AT 0Uj�00toz a ° BOTTOM MIN. (1) Q��m 1' REQ'D z o w ° ° 16 GAUGE POWERS OO " STEEL BOXED F, ujW a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J z = C.M.U. "' zGROUT 00 = #5 REBAR AT BOTTOM OF LINTEL CAVITY o c BOTTOM REINFORCING 1-5/8"PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP F CL) O UNIT '1871- 1ST FLOOR PLAN 1 /411 = 1'-011 O O %\- INTO �irtuat Review Assist. Inc completed and appro 7 h Edition plans Review the 2a20 FCC ,or compliance with Ktahr POO by zebra Anne M O N uO co... CD LU 0 Z Q i > LO 0 W � U 0 c0 m Ln t� V _0 -of R M }E '= r o 00 u o T11 •� p i� o � Q U # •n0 Cif � V to Q"t c W �v L 0O w m 0. Lu /W� L.L V W W Uj w 0 !- Lu ��� ��4Yzm z Q= x J c O� LLL .L U Q LLQ J O Q Q U =CiX cc/)X�0_00�00mz= Z�ELL0-z2� H_ 0 00 U) O Z wWa j5ww���w¢p � -J W a. O H V5 ZLu W 2 U O Q p 0� o = oQz�¢ LL ¢ 0 F- ¢ LL g a O O N F' _Ow L) ^ � Z f-4 1,0 0 O Ln Q - Ll1 J Ln U0 LL z Q Q 00 z z3: w _jo li3 mi V_ N N N O O O � O A r � 4 O O O O O O O 00 O coCO 00 00 r O N O O O N O N O N O N O N O N O N O N O O O r- O - 00 N A LO0 0 0 0 r- O O 0 O N�� i � Ir-I o N 0 I cyi 0 I 'q I 0 Lci 00 CO ti CO(� Z Z O � W oWU) U � 2 Q 0 Q yo�o Q z � H LIJLu H �mOz 2 Z 5. m Z w T-I _ Z Z w OVgmz O M� w CO Z Z T� �QO ■ � z g U OV 0 W 4 Z z W w M 0 c LAST PLOT DATE > Ma#l&423 STRUCTURAL DETAILS z 0 J A B (L) I.. ---L- J- A1, -.. I _. __-_ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5'J (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST (2) D4.5 WIRE (2) No.3 6740 9462 9462 10000 10000 3' 6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2038 3722 3722 3598 3598 ' 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2^,59 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'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No.4 581 1062 1062 1048 1048 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 398 1 727 727 582 718 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2) No.5 32 6602 602 A30 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 O No.3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 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. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116strrand+ 203 203 155 215 N R (2) 7(11 strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 2 No.5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH J LQUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5LI11#5U (0)#5L(1)#5U (1)05L(I)#5U (1)#5L(1)#5U (I)#5L(2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAII'K' 2'-10" 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 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 1 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-8" 34" PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 1 l'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 (2) No.5 1439 1439 1075 1429 12'-6" 1l'-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" 12'-8" PRECAST (2) No. 3 (2) No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +(2) 1035 1035 478 936 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 834 834 390 763 No. 5 22'-0" 20'-8" PRESTRESSED 2 N3 () o. (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF 35 BAR AT S - SOLID LINTEL J F LOWER LINTEL CAVITY [8xl I6-P-1 L/i1U] NOMINAL WIDTH J `QUANTITY OF 15 BAR AT NOMINAL HEIGHT 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 LINTELTYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5 (1) 0) L #5 U ) L SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' T-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4" 3-0" 0 2' " -8(2} PRECAST WI D4 5 RE No. (2) 3 24 0 0 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9' 8" 8'-4" 8'-0" PRECAST 2) D4.5 WIRE (2) No.4 1000 1000T 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-50LD LINTEL I LOWER LINTEL CAVITY [8x] 6-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFTUPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (Il#5L(1)#5U (0)#5L(1)05U (1)#5L(2)#5U (1)05L (1)#5U DETAIL'E' DETAIL DETAIL'E' & 'F' DETAIL'G' 2'-10" 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 64" 4-0" PRECAST (2) D4.5 WIRE 2) No. 3 3428 3727 4091 4091 5'-10" 4-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 1 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE (2) No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No.4 1792 1792 1862 1897 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2) No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 1186 1186 1014 1251 1 l'-4" 10'-0" PRECAST (2) No.3 (2) No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2) No. 5 992 992 751 1035 12'-6" 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'-0" 12'-8" PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'4" PRESTRESSED 12 1 No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No.4 164" 14'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 174' 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 607 607 317 601 No. S 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" 22'-8" PRESTRESSED 2 O No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF #5 BAR AT 5-SOLID LINTEL I I LOWER LINTEL CAVITY [8xl 6-P L/1 U] NOMINALWIDTH) j LQUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 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)05L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 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 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2) No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 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" 64' PRECAST (2) D4.5 WIRE (2) No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-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" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 1T 16'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand +-4" 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 1008 573 1048 2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 877 877 501 966 No. 5 22'-0" 20'-8" PRESTRESSED 2 O No, 3 (2) 7/16 strand +(2) 850 850 471 923 No.S (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 740 740 393 772 TYPE DESIGNATION P- PLAIN LINTEL/ T' QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL WIDTH H L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTFL CAVITY DETAIL "L" DETAIL "M" DETAIL "N" GRAVITY & UPLIFT SAFE LOADS (PLF) 8''xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-3" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 455 • 5' - DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEL/ '-I QUANTITY OF#5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1 I6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 2107. ( ) 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (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 IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN CO 7/32" STIRRUPS AT 4'-0" cc 00 M (TIED OR WELDED) Ln BOTTOM BARS t\ iv SEE SCHEDULE 7 5/8" NOTES: 1, MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD)) 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#4L (1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 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 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 6266 6603 4891 6909 7-8" 64" PRECAST (2) D4.5 WIRE 2) No. 4 5967 6199 4657 6477 &-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 Y-4" 10'-0" PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST 2 O No.3 2 No.S 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.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 (2) No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1254 1254 702 , 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +(2) 1092 1092 614 1167 No 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116strand + ID23 1023 576 1121 (2) No.5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No 5 898 898 481 947 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT J NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-B" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No, 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 - b' 8" 5 '-4" - 5' 0"O PRECAST 2 D4.5 WIRE 2 No.4 ( ) 4569 4569 2302 4235 7-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 NO O O O UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE% BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(01L SOLID #5(1)U(1)L SOLID #51 0 #6 ) U UO L L SOLID #5(2)U(1)L DETAIL'DA' DEfAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 - 864 995 995 831 831 6'-8" 5'4' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 ". . Tj DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #51])U(0)L SOLID #5(1)U(1)L SOLID #511)U(0)L #5 1 U 1 L SOLID #5(2)U(1)L DEfAIL'DO' DETAIL'DP' DEfAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4-2" 2'-l0" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 1 2996 1183 2844 TYPE DESIGNATION •. P - PLAYtI LadTE1/ allAPlmr 15 eAR AT S - San LATTEL L9gER L$IfEL CAVITY ..•...•.' t .. [8XI6-P-IL/IU] ,• . q.:( •.' O111O L MTHJ J `DUAkTCrY #5 HAF AT •.; ;� PLdfDNiL MMT IWPFR LG�TEL CAVITY DETAIL "DL" DETAIL "DM" DETAIL IN DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION S - LOITEL I L9VER YLd�F �CAVfTY11 AT [[J8x16-P-IL/IU1 I06K m#5 BAR AT TH LL� L�Mr¢ IAVVM TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1U] 1 NOMINAL WIDTH)1 NOMINAL HEIGHT `QUANTITY OF 15 BAR UPPER LINTEL CAVITY la 21 2023 Virtual Review pss1��• - roved completed and apt h Edition Plans Revwith the Zfl2fl PB2 fiance Anne Klahr PX23flfl #or comph� behra SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS 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 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 C-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended M N O 00 Ln LO t N, ao qrY. 5 Y:R•.. in "I �z6 w 4 N aµa fifi -/ = pry 1'x w Z Q V) LO W '0 U CC d }E N M N V -a- 2 m Aft L C Y/ o IOo O Q N .0 tw ' Q N 0 �+ 00 EC M L O Co / UJ Ly Lu W0,0 o w vS Lu w� F- wLU Of z w z V Ou- L.L V Q Q V -711 �- ¢_-J co0�x0u- DU' zu-u- g��l-¢Q OWE 0 0EoomZ= c, ,-j C5 Q Z (/J v�wa.> wwwv5�w¢ -i¢QowQ75zwz0LLJ0 LL ¢~pw �F gYZ2Q ¢ 0 0�¢LL OQ O= a 0 N OW �_ U\O =)N I%I 0 V M z Q U-) V) u- 11�r G (n N aaM ri 00 z w zo 110 mi N N N N N N L O AL � L 4 � ILL O O O O 00 M M w Cfl 00 CO O O O � O N O N O N O N O N O N O N O Op CV A L 4 0 CD O 0 O 0 O O N o O o 1 L N�r i o N 0 M 0 4 0 ui 0 (O 0 rl- M (f� Z Z 2w Z �Wfn On �G�a ii O a. = Z ZLu~� Q ~m0z t- = r=n V Z J Z Lu T� Z Z LL Lr) LU i� O�gz O m pp U�ZW Z Tq �QO • �c Z U g O 00iz S12 ¢ z W ui M 04 O O LAST PLOT DATE May. 8, 23 z 0 STRUCTURAL DETAILS Bit /j//7 9 Ll- ( RMUANH Rounthic; Brackets !l 0: (5�liuge� +1.0 See AnLitair Wriedule Bolts I ly Dia. A-12 Tpx) Back Cross support (May be cut w Ah N11- Rig ht Bracket ( 16 Ga uge) 0 <7, !' 57/ AIC 1L)EQ Wtum E4jgt 'Turnk-A� 3 in froint) Washa"- Frant Cum Support Sid-f-I.ocking Nuts (May rr�e c�o 1, up W Left biraCket 0 6 or 14 I�l ll I till 11,11 hru B-,v k�iu a nlljl'411q)u� lrilii!,� LillNij Rilill rr�lrli Side ? l:!1I.il rti !lkl 111� lki ir ou �rl ii�0 �niri dirr.1-16--um -wy�tii oro iin—W ald caiJr Hnurkl A"Er RTax. r r- R--.d Sea! tin -in asA"lle Urania i A. —A ini Florida Deperatteft (* Dusirri & Professional Regulation Building Codars and stoindai Product Approval AppllcWlkni 044all rai- 1 a I M i� i,.Ftri r 11 1�� F! 1: i i F" F F i F F F F 11 1 1 F 1� 1� IF Fir 111111 1 FFF Pan. Di Q100 riftiql1i'a piri MM )LIMINI mm"NONVIK 4;MW lianks-W-41'Mrst YOUNINIft Y""I W-ftunl to!, Aura l n( FA , Xontln RAMM Affirrinallon '2020 $avlp! V-1 Pvdi� 1- V10"IF34h.s nt�-5 IF nnnii. 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Ism vlaii WESMam V104sot -prralier zlizinal" a FEC mA mil., Firi 2020 D,Qyr#q Merro. Irri Jaison Shunuo, zipslilillp! Pa" LoOlIt ikrox, P E 06i OtIOW2020 06110,2020 -W� Rini Capegi Ri f5poii UP351- 1511 FU-ii (3�41 Z00,100c, Mi Coantrowo Warn"t ri a Fi-i'l. Reg',oared Lit, rivoen[ .1 i-eennoo Florida �Ilormlllora; Envoter ulliggla4ra Frodino, ]PISA&ANW, lat"AiLe Firrililot 11"wAraln Q94rig-EA0129 ��q on galirtil 'N D, ... 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NIA Madad ovals Cisroppalk, li FIRDerlaki Shale 114 P- Th.-Irs RO-Mi innot1i ".'noin �,;,i nquorrrsoon,�A Glan-to i=In?026 na WIFFod QP- -ponf-J-- Fort ra--ol' Nft,,40 Doti ton GIR-11 Montion Qn-, rsotarvirr � rournpi-lufte.1.1; � XD, U'ri" . 0XQ norgin- rnrn� m'Th.rrrs* Trin Roir,Corstmirl rl�-rri F vZoI Con,"i hild Yes Yet 141. OrpiNod Open �-poi Fib", nripi 014F *11I werdn'ro "Aafto Moi Clars, illjolIkIi is pCffi— I. Ffln-Ci-1-d Rrnonh-r, Riar, roor riN �411IMIIF Irpi TOM 110-16 tio Ym Y. N/A C '" onr.j. rdI 41riFos- unnnie T-i to DoO 17 1; Ilierniar Ing Fiber-a�'ornac and Sricall-1vair lzl�llna2s yes Ik-- WA "i[n .1 C`Oopr. Melden Error, sl�effibarr (insiorro-woemo xxonco=-figunaborni) Florida Dn-paransit of Business & Professional Regulation P- 1 OFF BuIrsina Curies and Standa fds Product Approval Application Detail I ij,119: ;2k �i IF �Fr Q F P. AYTY 21 Date We 046 F &M 006- Lin vandai PjarkrUnifturif isdolkii Licari X66II&LI fle illuai FEIG koleddi Audi 2" Ra,n.eo 2020 lt,:�T`Irldirilv*i jern Roi wai lcoo- cEn hilarnidoianda 9*010 VAL A, FlAS2021 4[ 0111,no�iOrh App-2 Cal4l[AlrT Eni,rior000ra lT8QF M5-2600 likorcmi slonsiprew. UA' Anoeti coarpa- Ki C.Afnaleii Mark Or tai QA44V AIMITOl Aporamd for U- Asli b, Um kcii liasiun L-A2 aulk Nge-inver !!(9011 NMIAllan W-Ji Iii Pse Wi Yes yt,% We, Varch 6, 2023 T74Z no �� �i I i , mwmlg 1 &9 : j *4 W As required by Florida Statute 553.,842 and Florida Administrative Code 9B-72, please pro:�Ade the information and! approval numbers on the building components fisited below if 'they Wit be Utilized on the construction project for which you are applying for a 0 111 a Categori ubcategory Manufacturer P rodu ct De scri pti on Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A,, SWINGING 71bemi a-ri Fiber -Classic and Smooth-Staf, (NON -IMPACT) FL20461,1 +67.0/-67�O psf 1213112026 Therri� aTru Fiber -Classic and Stnooth-Star UIMPACT) FL20468 +67,0,1-67.0 psf 12/31/2026 Thear aTru Fiber-Class-i and Smooth -Star I'lligrIPACT) IL FL20470 +80,0il-80,0 psf 12/3 1/2026 S . SLIDING MIS W.ndows and Doors Series 42'0 FL15332.1 - FL15332.5 +40�0/40.0 psf 12/3112-024 PGT Series 5570 NOA 211-0205�03 +38,713&7 psf 411412026 Pella Corporation FL2646 C. SEC11ONAL Wayr-e-Dalton Series 8ona/8-,0018200 #1105 (8)(7) %W I F L 8 Z- 4 8, 3-1 +31,,0/-351,0 Psf -19 22/ 311 S' 20 2 3 Wayre-Dalton Series 8000/810018200 #1123 116X7') FL8248A0 +30.0/-33.5 psf IZ13112023 Wayre-Dalton Series 8000.'8100/8200 #1124 (16X7) FL8248, 1 `1 +34,4/1 psf 12/31/2023 D. METAL LOUVERED DRS Curries DMsIon of AAD(-11. 'nc 607,707',727.747'.and �8,47 Single &'Pairs ofDolors, FL11537-1 NlF 'A (see inst sht) I 12/3112025 2. WINDOWS A, SING- HUNG -oors, MI W'ndows and D Series 181; Ji psf i 1019!2023 PGT Series 5-,j500 F L23 9 � 22 N'A 7130/2025 a- Pella:%-.�orporation Series 10/20 F 16. 11 `2 06 +35.0,1-35�O psf 6117/2027 Pella Corporation pelia 10 Series FL16603 +60�0,li`-60,0 psf 6/2Z2023 B� IIHOI,RIZONTAL SLIDER MI Wlrdows and Doors Series 188 +5&0)1 55�O psf 2/1612024 P elia ".""orporation Series 10/20 FI-1 it 161 +30.011) ps,f 3/2712023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5n 1`2512031 C, FIXED MIS W"ndows and Doors Series 185 FL15349A +60.01-60.0 psf 4/3/2023 P Series 55220 FL243-5 Ili A 4/30/2025 Pella (-.�'orporation Series 10120 FL-6694 +5&0/--50,0 psf 7/15/ 2 0 2 4 Pella Corporation 10 Series Fiange Fixed FL1628:0 NIA 5,125/2031 D� MULLION MI Wirrildows and Doors Series 5764 FL�15353.2 N/A 12131,12024 PGT Series 5�500 FL261,1 Ni 5" 2612026 E, OTHER 3. PANEL WALL k SIDING James Hardie Building Pr d. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2% N/A IZ13112023 6,, SOFFITS Ailside Solid and Ventred Vinyl Soffit FIL15272-1 - FL15272-2 +71-.01-75.0 psf %ai I 12,1� 1 Ill 2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL,165,44!R5 +54.21-54.2 psif 7/3U2023 C., 10THER 4. ROOFING PRODUCTS A'r ASPI--tALTSHINIGLES GAF 3 Tab, Dimensional FL10124,1 NIA '42.11612025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Ularderlayment F 1223 2 8 NIA 6129)102023 Plyglass USA, Inc. (for 71 Roof) POLYS71CK -FU MAX FL75259 N/A 12/23/2023 C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal. Comp. Off Ridge Vents FL169118,il - FL16918A NIIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL215803 J, N, A 112/31/2024 Lornalco, Inc DA-4 Exararust Vent FL17202.1 +97,51-97.5 psf 1:2/10/2025 E. ROOFINGTILES Boral -rfle Villa 900 FL7849�27 - FL7849.228 Ili 14'21/31/2025 Boitiall "rlle Saxony 900 FL7849.16 - FL7849.20 WA 11213112025 F� 10 ETA L ROOF Drexel Metals, Inc. DMC 10ONS, DfAC 15OSS, DMCD DMIC 200S, DMI 'V T F-1176 79A +01 -180 12r,3112025 5. SHUTTERS � is A. STORM PANEL Globe-, Protection Products GaManized Steel Storian Panels FL150761 - FL'I �5076 2 11 12/3112023 All Arnerican Shutter & Glass -ri � Steel Ston*n Panels Galva ea FL17869A N/A 12f3l/2023 6. STRUCTURAL COMPONENTS Ai, WOOD CONNECTORS/ USP Structural Conn,, see chaft ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITrri Building Components Alpine "I"nuss Plates FL1999.1 - FL1999A Nl'A 12/3112024 MiTek Industries, Inc, Truss Plates FL2,197.1 - FL2197,5 N)'A 12/31/2024 C� ENGINEERED LUMBER Weverehaeuser Rim Boalad. LVI- PSLI LSL 171.6-527.1 - FL6527�5 NIA 10/31120023 D, li TERIA Cast-.'.�.rete Corp. High Strength Concrete Lintels NOA 20-0630,15 NIA 9/1112023 Commercial Concrete Products, Inc, 1 � I S High Streni Concrete Lintel FL1774 N/A 12024 5/25, T7 111 -0 The products listed below did not dem onstrate produc t appraval at plan reAew, I understand that at the time of Inspection of these products, the follo�mng linfbrmation must be bile to the inspector on the jobsite; I I. e product appi val, copy of 'In Iro (D (D Florida Deparlmi of Business & Professional Regulation Rage 1 .13 Cn Build ing Codes and Sta ndardp, 1 r5.022 Product Approval Application Detall --- - ------- - 0 (D 0 �z j F::'�: Fq: F� Entity Q 2ft 251 Elm f,'�- i rin Raft T.W YS_r_ag %EuDili Eurflueer A License X911dwel: valkliftedl m-= rN Ammulill ARMM AmNa Q) Re,ii 2M Thennoarl-ru cornorcit,.44 Sta" 'lai Lyn&, F SchrndL FIP� Pyw J Pi RF 07="2 07M2ii 101i3tym Apporwed cRallici F.Wiar Door (SW S4i PE-4340.% IS 13) 7, 67-1 C/) EKJ:� Door.Palos"lios, Isiiain- -(,o Compliancui %ilathad &ialwason Report ko- � To Flog --no RACii ra- Arehte-M or A UM114,04 Fli -- ni ei phawjm OluaftivAsisinon- ApprovedforUse Apprevedforam rinulaipt Deaden tav or Name F'radi Dealt ri ah" Contra" Expiration Date in Fli 2aLdlr _HVHZ Rewl"rit pf"sure, C I 7—T1rT11ZM.1b1!11GIa5sC iii Surnoth-star, Nornmal a Squolzimpact&CILID� Opaque 12.M102A22 yes Yes Y" NIA 0 4— Composda, 04, Sir& Door 0 > �F—'49pckrlsolpi X cpnfiqur.�.ul U) E 2 2 b Thorma-Tro Fribar-CUtl�tr end Noul ewor, 8 &quotlumfram"uot. 10paque 12r3li2aw. Yes Yes Y-� NVA compoom Edge Filiturife'as %iolo DFAIF yiilh qreqtall�) CFK air 0)(r) U) Guirrilonari E Inivi Tin Floi -Compliparid SirrFororl-Sim Notrinall 5& IJF� 6 lqut'impap.14innint, ONINFroje, l zmlilm,� roo,� IVA C-mr-doo? rop, [*Wo, 11),rnr npt�, or or 01r;!,irt U) 4 d njvrja,� jr, Prinar-Osaalc mind 115rinlobi Non pa 1 &5#32, C aquot, ImpactIarilruF qnaorur 12T310i Yes YIA C,uorponire Edqn, Nripoilaii 80ililt oupw (Ill - rp9CUr�.'r1ria: X MnAguni 5 Th..-T,in and i1prinxiii azrcc D Opaq.. 1261112M Yes Yea. train NVA Dro, votJ, (IrrsM40-vemirz X0, OX or OXO "onfiginato"i 6 f Thexorio�Trw Flrar-Cldtrai�., am Sfti li 11403go &qL41MpaCt&q-1z Opaq- I M1 raw Yen Yea Yes NUA Riborglass D� We 0�,,i or YX or i 7 TflarelejA-1 FIlaar-CIpSt:10 and Epinfilpth-Soln Kati no5a.3 I Ifsl rinzl Yes Va. YAG VA Flbarg[2� Single Dow X oInknitirrui 8 h. Tirrarrins-Ton Fibar-Cleswu tuild $mvdl-8W Nominal "44V,8 8Lquotiujpart&qLi Glai t 2W P-0212 Y vs Yo* YC* WA Qv,npola- E�OQ FPrqI05* Sir* Disour fto Sid&,ofa) OnvoArrol'OrAnniking XO. OX or Lvra Wirt! 9 Florrri��Z'ZZS Squoo�mrppipr&rjurpt e,.Nwed i2A1r,r)Z1 Yos Yes yo., WA ,,�runppsivr E,�V­ �Fpergjulna Ekai F.'ANA nirl pi "AI'loldSwults KK Iri UVO cofflilivirali 10 j Tinarpri rjbsr� C �asac and arrocill:trat 551 &4ON-11lopact1quot Ci I W 1, i'M lot, Y� (as IFNA 11 k TilisIM-TRI F418�FEI�Ie land ErnkrICAh ShIr Slom 11 T� T FoT22 Visa Yes ri NTA C,nnoi Edge FI�Alglxlei SnIqla LL-or wthi XCJ, U OF lr-W) nonf,"arariorn) 12 noniarnal &54%9,C Sqr�nro=t"jtA Q�Juerr Yea ye� yim� NA Gion. p-Iir E=oa Flitorglass, Doub�o Door ,ith or ,irwme dargiviva XX Or Eov,0- pininfavollions) M Thourni Fiber.Clossic i Silaroutin-SMI NalhinAl tM.#:59r,6 &quoIjrnpaot&i Opaque 12131 =2 Yes ye� yes NIA (Irpai4rr�k1Ou4v.snp,, XO, OXor OXO configuralpoi 14 1, Thenrl ru R bar-Ciiii and Norrina I atKRs &qum IrWttIi Opaquia 12r4111= Yes Yes Y-- WA COMp6tri Edge FIbArg9d�S Double, Dow var, L&ijotNon-hr4raloi&quot -Sidalitni(IruproirsilicuKeorri C-i ""Frivirril 15 0 Jrrr�nroi Fildcr-rlartro undl Smooth-Iftrar N.rmrwl 8403-9",D fitliximpatrili Orari rct, Yt* YM WA Ctoinraeirpe 174as Frxi Slogla Doo, I Wal sideRia(rC) )(0, OX a r O`A 0 con Fill ur ationo.) le I-CFE ps I RAWOri 0 &,t=1 N"PA"'t %,qIj ot 0 M. 36 Yes ran Pak Cornpi Edgefiberiewstl Di Daor Wth 45dditi (I rus,4rVWsvApS, (I)VO "Idgirrafinn) LU 17 tinmir.1 fti airtuci innippaquAk OpAquo 12,31 0-fr2 Yhi Y're No NIrA Cornintruri, EA@a Fiberglass Slinplib Door (I nswWrXilwamil-, X 16 r Ribor�ClosioF and Sn-oath-Sar opaqua, 1 W31Mn' Yes Y95 No NVA Coninvi Edqe Fibeiiiii Siri Ducw irildi adeltil Onswingianitili A0, OX Or OXO 10 P, Trerrnui Fider-Claser and Smoili-Star Nominal 6&#:39;8 &qot�N=4 rnpaatllquoo,� Opaquri I -1-1,.M22 Yes Yet- No VA C�nrrp-=`%* i Fllnirjgl� Dwile Door With to �intliout SI*Efies ar-AngfOutv&ing; XX or QXX0 conpr9undk'ns) 2D t Thienvi Fiber-Classiz and SzErapd,-Sur, N.Mirml ltIli ftapt,14.1rA rplie(pr&CIUM OPli 17d'alf-)1322 YC5 Y�- No WA C�,rni Li" Fiborgialim SIR& Dap, (I..nA,gXrAaM-� X ... Ng-t-) V in Tfsdi and Sirruoth-sta, NwIrna I -AMWO Opaque i Yes Yes No Mi C-ornoosoit Forro Frozolleas SmgW Door Fob adalit@rs) FkartnoplOukaronng;X0, C)Lry i k 124111 r2T22 V- Y- No hei-1ri, Filreir Clamirr and N nooD, S�orr N-rap sl4p.0i &:Fj,n,Nkpn- InipainAlyi 61� Citzq- "Complaiii lErFinrlill ihell1arna Dri IN= wilin or 'nothror-940liIell, �:lr "Ciri I V'Fl-W22 yeti Y" ":`1 NrA W. Tnani Fj �iNpq 411,11 q, 1111OON11 �,Ioprloo jkla�!F�s &OuOIL !1killn, Ir I raFn$qjlO[� 01ge d no x, Thwri ru ard Sinirradi-Star (Nov"d 11213112W2 Y" Yes Ilk) WA 1-111��Tq[ans Silgo �!normnith �i4rayd rjilO,i:wft,,F I., FAX, Or ONO O-orli Oliviou 1261 yes Ypa No NrA Gornproan EiVe Fiberglass [)nabs OwrIARh or without sidellbQ5 XX U OX'AO wpftoisdaqr*� 26 Glaried 12��'L',arz yes yts No NfAl Gron—wre EIRla Fthangla&s, single Ccial Fl-- ii-w-Gutrvi". 27 w, Iniciatl Fdasi-CliawO and Sinnisipth-ftir Nonnnal MN39,0 aquFutNo"Impactatruot 01mod 12WI,12M Yft Yr. ND NIA crafflvionte Fair- Fillswom amle Doo, Wit, Siilallsp�z) �%I ni,,a nil,'Ounpoins� X0, OX or 0X,0 28 Trunuria- 7 Ell Flxtr-Utratio and l�pnupth-ftar 14�- ioir SadaAki) Squot.Norn Irripact8quol; Glaped, 12*11.112=1 �,ta yern NO NIA. Cpn�posrtt, Frope Fiberglass Double Dolarwth or without So4res YX Cq GXXO % Flo -tide Department (31 Business & Prdess[onal Regulation Page I 0i Building Codes and Standards lWon Product Approval Appli"llan Detall — I A StIll, 101111-1f, 29k ;A" Rft hmdna mall aai zaaala!41i, Cali falaw-&a". MA1201111 X*9" %*MW 95C NMWA Saba Finnn,lon 200 1 onlaor arid � Do r N 0 001 M41 1 ceraw7s I 4112coo ranorlorza I on 5120, crati Cal EXlera DOVS PE-5:1111 4 -7�ra Suboarim,gonr 1346ing LiFili Dpor PutarnAlles RP-11 "wgulavot Killhod E,rl[uni Roport lionn a Prz.ini 14ginoser Remiew coo tot COMPtiancp- -am Pta k P14ozi wullaw'FrAgmt, Pvq�lcll On Al diiftg PNISI111i I-t*�hl4vt 1 rrER�Elp 42DIAILUMINUM SGO Q0ALUM1NUM8CI)0X0 12JIIDS�Ni NO it NO QAi 14014-PLINFORCF0 5C -R IS CO ALUMINUM S7,Q $ERIE$ 420ALWAINVIA SOD OX XQ.X� 12j,3V2024 rio No WA 3 SERIES orDAIUMINi EGO REINFORCED SERIES 420ALUIAINUM MO REINFORCED UAD 12J31rQ14 N/A 4 SERIZ19 423ALUMINUM SCD REINFORCED SERIE6 420 ALUMINUM SGD REINFORCED 0i 121,7A.W74 No -f "Id WA Y -0- XX95lqMV9Gili 6 SERIES -2311UMINUM C20 REINFORCED '�i 420 ALUMINUM S31) REINFOR,:�ED X)D� 1201,112024 Florida Dapaturdi Business & Profoladornid Requatlegn Su!1116rqi�rndes and Standainis Product Approval Application Detail pre. I at 2 182021 F::::r::::ff'1: lizuemi me V000in lbrali, ot coo bainwillUmoul 11011i vidl~ FBCAW-"-- Approved Ri,A%�,n 20M orni s "'i ol'o-hilud Door 0i nin I ni Er S"lea, J.1-1-0 IF An.-, I". lm2m2a Dgraann VW-2-Vi 12mri AMI*&d C�IxIr4`i, FEW 76341,' 1 PIE-54 1-37 (�,i 821-5200 cariartil- F.ien.- Danis guh--.-�W Eadif-ol Pliai 0- A, -19rier on, C.nn,oi- Method: Prarati- R�p;art 17, . qoftA Fw 3randN1,114toat or . Licensed Fla-1*0 Prod-Isioual Er-graer. rliflISIdi MaN got uunm &sawall M We a putiould Ler mmm ligisain 1a.11A AM� 2lq--kt4Dff1A1laI Infl-loag QUOIA-Kili falowirt, I sr,935, Mo. �40,14&AW Man Wald Glaxlro I ZF11,7*5 Up 1 ciili-�ii, XF brianNtlein iw 0611pmrrdirlt $Fdoi Is NX, 134 lovil2w PI 12LZ 1,Ni Moxvidir. 14M9 Vo N hallial Geeing F 12 1,102'r No Yq 5 Y W 1*00011F�Q Ei It ft"DrIFF I NAZ30 *$124 1 6A#i Mmadduh- 14-11 rhY ri GOAni 1�hriiNrnrl 1`110 Yea, tLoS 30 tolatrai Florida Departniant of Business & Professional Regulation Builcling Goal and Standards Product Approval Application DeW Par I d I 1WO21 Nl� crKa tr ONO J�114 par# raping X F. lal", Ilial V-still Wag 3md&w-ng vArtato A(dimirard E.Knilevzoli Ali §t" noi 20ZLI lFirri Tian RMer UL LLD Iroorli ir.E 1 ?jI0r2r2r 11 7A 1,2020 1121rozo Prv'rivill C41toonn E (19 in OWS 1141� 45�-21113 lion convIlanns lialel*rt CniljTk�ukrrl lili OF Loring fwllaldal LIM miou P"Joul 1W li-govituo" anin4warlSdElt �22!i 2d:2111i Catonant J.AAW culi In HVHZ olitskill, alvirtz filudga Printing I 60t -�Ori ?Z?. 747, 7S Y� 77"?, and W $rga �nd P." 14 MW Sri and --red tingit sto pziu� pf 17A�117w. li. Y. Yen WA docirs. Florida Ceparbriert of Business & professional Reguladom Wicling Codes a nd Gtardlards� ro not pproval Appi cafio" Catiall 1102 FG2024 gi!iala we 2ALq Qili 1-040M RM-* 111a Wil M F04MMindirlong ljoereff YIN klitad F. &.1111teld ZWL&IMud Angravad 2111A Flo�rvno 2r)2o la ofildbs�s and U00M arml sivi Arobi Afohlt.Mtral 3i� M U00 PIE I 1AZZ12p 1111702o caleasi wini l- 7) 2=95-1-410 Plarl. faitur., P-Ikjon 47r;7� 207-&iu�4 link"dild'vT ��w "i tivarnia-&-d- ARIP LICANT SIGONA TIURE DATE torrinawnara4di coltiltarm turar or URI Aum-ed for IMA notion Scarlet. liftislaor or "am ProductKaoinniffor, %ai. iniargWor usd A-ruairdinxti- �gMad Pgration Caft, in HVHJ gag! w—ivz hnnIor &*_9VM2 Qii Pressure 2 52n72 Eiram- * tGli si,6& Rung No yo; No �G()AsC 1, - otto G la sist. 11C.- roved a and It Edition �20 FB ,hr pmoo SHEET NO, PA 1.0 It w (1) (1) = Flui Departnient of Business & professional Ridgulation HoWiilo 9 - I lor-der ornpoldraill Y 6 istn'lims & r, refol rall Rol Itellon pitle, & Fcodkil� Didporrow"It Of Furvilli ac Rualvivorcroar Reguldricon leds, I tet Ral C,apartmarit of Pistol & Proludivoorl il Duration Rod.+ oF2 Cl) -FU (D It 0 Building Codes end Strandarl l4lF12IQ1 Bui a -lu Colooz and starica-Rig I r�., ElLakingColops k,Ad standards ill Building Codes and $U,DrMrd. 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W-=P,.ffi C�Inl -,91,;Ii ii", -, 1 I ­ 17".1r,11--Fli �,wlillu:oflhoo lb,illol! ri colonallarhil Ulttt,,�M F"IJIMIUM, Soloed d'se A =I Cant,7111,011% loads ard Soi wragorwilral n-stv Rsjl,.Ie�,�Hlri ol� e ­loli r,l IN -rr"! � R­'­.K��,,­�'­l 'T'l l ll-i"!­4 rN!fl,l,, Pi'lel" ittoildlItilAftill do � I11M.1.1641 Filvdio 711, 4 t -1 d6-ell-lul I T-i iwot-Cell and Fordidel text ublell !ddWruQ FISIONvoll-reVoreff1d6rd 04�lqji il:U3 licoli No 'el ti NJA .".r."-v E'Ro... - 11"­l I P-r-,kc- Flareell GoelloolerteEnte Pcooriscraverepor Doono o.litt Succeed irTv,Od;rtS,ac,orFi )Cr �tdl til troumma,alca, 9 ­'n-Ri .duC11- rworNSTU'll"liNeto 21 I Theyn'd, T TLI FaId'-itsvoll 34d 'u'rovio-Ersir GrI"r-ililivile, evosdafid 154 C."faami Nor, r&%-,�,O�saqt�t-,��,.-r"vk��j,��14-tr;w�d i �rlvzrlil "le No -�'�� Kii, %L�k Squirics"has"crill soars Aloat-10-cli Ill wi 9��'�id &djai� Aaasdt:1-�­-;= allatimmm f2l: Uve hudy: IDedo, i.�AL4KX,'�AdoiolkW. 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"llict, N, "I"AL " , 6 I 4--&q-� V.0 I "1111 - i�, I r, V,oI ,,, !:l Vor,: 3,11§1 ,t,L7ir2 T'l, rol, 14. i coollpoode EdI F'Ovestai Raw illartrio"i oceind'.1 � e4doests' litsiew"gilloverweiv M "uty, QrXXXK slowfilo"Inik"' $) 24 7rl"o pddjr.�.":jaqW _Stall, � Theflnoo _ .nd SR)i Noeirlid o8i it Al likir"Idloolailtdawor Sol l till I 11= rq N `Y-K., oj,­r rue i ", r, vi ri I te Cau, P r It � e I It l sve Dole - P � is, Is j 4I ,,to r, ts d sidoolial lJoso.oull.1crallown, X), XXX oo XXXX � -fil ... ii-iii 'M v Tno�­'T;v Froar Oasa�-wd cmemAll-Edair lrolo�raididill S ,�,�qW.4t,,I��onr�,lr,a,ffttilt�r,t� G01,ad l 2).11 I 12LO�t 14, ,.i olko RIA ciolot,poretriSeNe Ritattlavo0m, flaildivioll Wanted ' dic[DJRO*� iint,mrSoCirloviorisc XX sis)(or XroK Slinflint Departmen cof Radineis P ,"rorecidiorl Requbtion I 4 � I'llukki Daracitirnerk Or Erusa�vss S, Professional ficipullation ' Ree I if I Florida lNiparbil of isr,mirse-4 & 11"veresdainal "uladert Pool 01 25 K Therrinwroo Fboa.OmirG,and Sinoull*.6darr voldilrulo iranait .qr7cdrLjTI invoi a; a d *ttt', Nooiroot oraon'JIlt Q 'illaii t1l rill 21Y2.2 rid 'foo, r10 Wk% EhrckcicgC,.)nIo&.oiuI Slarldird, loo,ill cQflvOQ4Q-dv$oi-dd Standard, 111i Bul ding Cooled and Standards tal Conlo"ace Edge r-ricultilorgN Di l"arats"cl Verald SdL];V,��&��:�IM,Ve,Jngll".)tWLS,,��ko�� XA: XXX a, XKXX Product olleprovall Appoticallodn, betaR Pitcliduct Approval Arrinkiphort Retain Frioduct Approval Applicafforr Detail lme,figurldonsr -- - , � " - , , ��,,, :� ­,�� : : , 1:1 I , I : � - "'. � .� �. - �­ � ­­- , - , , - - - -1 - ­ - --!� "" , , : , - , " " ­ - , " ­­­- ` l' , ­��- - - - �. �­­ - - �' --'- ' ­ _ r - r, , , , r ', , , , , ".� - � I ra r�w�-T,oP�b�-clatk&V�.���,ff��-ata, Ncmm� d"WaS15'raquot I kloail�,drozcot, tils'etj liltttll!�IV� � 1,i -�q, ti, NFA 0 L ,%rjuea diona, Ov,a iforhi teacol C, - afli, tot Edge F6 ::, , : :-,-- A420W , - � -� , �,,� ,�­­ `� "­:`,i".�, �� ­ ,� � I - ­141 - I �:� I � f-I I � I -"'A W'�� `­ Q­­ � � - r .. 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I Rev 5 . li, �"c voyed ap , I i(juak C ampkete, � nd ill EdW, Florida Department Business Professional Regulabon Fill Npartinarr. 0 Einsinsell a Profess:1,11ral 'Regulawn I PLEAL ­ FjOirlda Rapdrormag-jr or Susinocre & pronadriored Ralgi,flaton Ill I W1 -Horida Doponfirreirit ef Eki,sworl & Plivilessiorad Rerpulartion ?t3jAS Review dic Albe 21 te 11 � � C of and Sti codes and Staril -,�� I il- 3kildillig Co.,*3 and �'R,Arderds ill"Q02-1 i3vildirg Godes RTYJ "dardialcod Ill P123qq euitcling Codes and Standards 3,1 51-7022 I IV C 0013TO We Ylk 11 Product Approval AppHipartion Detail Isiodul Approval Application Detail — Product Approval Application Detail Proariclol Aprindscall Appi Stan Detail b, Bebra do ^ %101 41, 606�­­ill` ­"­� : � � .-I �.11. 9I -, ­,;. ` , " 1­1 i �­ 111- , , - 7. .­­, ,, , I � r - r ""i`­` '­i7` , Mr. � : l, '"' ` , ,� - z : : � ,,. �� r ­ ­,�� 7 , 1-1 � - I I r ­­ r r - I-- � - rl [--l- 1 " �,­,r 7 ­ ZD�5U3 U 1, � - I ,� I " I I � , I I � -1, I � � �L I � I I , - � I I � I I � . - . � I - 11 I � I � I I I I I I - 11 I � I I I - � - � 1. � I 11 I ,� i .1 w , 11 � I I I 11 , - I , r I � I - I ­, ­ � 11 I I - � ERICill - - - I � - I . - I I � r I � -­- -- - - - � � t -- - � , , I - ---- ­� I I . � I - "I 1, - ­--­ . 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Kuloos� ENAI I'll M,111,1 M-1 i fl�drilliNill Jor,iji,dj1hoirol qo Ill SokoCidool al Pl CVMF��lwrtfulobcd;i�D,�iii;iol.ii�nF,�q"%IftirmmI '_E..-,,-VgL,p.r4 L, �- In AVM%L Cartegsory� Roofing Sg,542�-'312.SDjS-,Eii�pe,rtcjpr,[,iUla!n;&-wir, Robellut,lierolden Knezevicl-, JOE ApLlI Flt,TIdaR,j�:��L��tIJ�,r�:.Ivl�,A-�A L--r-lit,li PT,�,M V­Iwi� Rill A.dq Pardoned Arsololl Pr,p Ileo,ii rinIsa koemarowli tirldn"I. L subcategory: Underrayindantill PE-59,168 (954) 7 2-V2124 11JOICOW1 lrVv.4,v,ai claii-el, A�xRodi cdai� Vuleceiii-el 2difleAUSSIAU &MUMI.WaVIZ &wR=RVz1h1 all offkn !kt!w%a a Pipoll I Consp I lan cle Method: Ill ainen jl,%L_1 11 A - ft� Ill " ;,7_1I � ,rol O'E.T."diler ag ............ 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PA 1.2 Cf) 4� > 0 Simpson Strong -Tie 2020 FBC Approved Products iJ P idar 6 it I zray_�l EZ= Simpson Strong -Tie 2020 FBC Approved Products Uncut Fri 1­`i5'k7Y)12(- EM= Simpson S�trong-Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Upital 12ral 0 0 For dreet link% to el 68'raplarcil listed below, For dil lin" to wi approvals ilited below, Wra_LLI Ral Foirdre'111nlistri RISSf apprisoirsrsit"It.141014l iir� i::� Por dir", links to air S49T ap bi4ow, 71 FrAirldtlori regarding Florldn's 60:81e*ilde Pilooll Approval Sysierr and Ntl Ity ind rilistral47ititil � Fat m (�4*mtytril kirt to dddl�I,N !l�:J'Zh. tIll! 1! g� .- 11 (3) U) (3) mmonamomm FL#2356-R7 FL*110456-R6 11 HUS, HUS" -series hangeris frado�mlriurrlt harged, available tri,isafths, ranging forn 1-5V to Or ". ,)16" ilindl heights ranging from 4-5fIT'll 11 Coricsta a flangis (3) -0 0 -0 linj Product 14odel, Num Dan or Name ProdUZ 9222dilitlill $eq # ProduZ MiI Number or Name PMduct Description SogLg# fercl Model, N umber or Name Pro d u -,I ript i o n version H USC� available for models having vol equal to or I T*n Staiall SteelConcrade & firasol Screw (17N-SS) IJ4" diameter Tien stainless st-eelmasonry %xarw I P21, A�23, A331 A34, AL15, A44 Arigul 1 ET� 01-13. 6TFi greater flast, 3-al 6" = 0 A I I AP#A� APA6. APVA21. APVA4, Adl Outdoor Acncl Aagins :2 ClaSi7li2l CPAS,7*14, CIMSTC16 --ii Shral 12 111 series dianiters Flaos-ml hari available in widths. ranging from 1-719' to 3- C) C) AP3 Ar--_44. APS"R, AI`a/B66,APB56R, APBW, AP688R, APUl 101 OR, APVB44, Outdoor Accents Post Bases I C 51 4� CSI 6, CS1 8, CS20, CS22 Cnied Salaps Sll and hl his ran g Ing from 9.1,14" to 1 G* = 0 FL#9l APVS44R. API-fissa APIVEAMR, APl APVBE&R, APVBIDIO, APVU1 U1 uu? 4 rZHiP 18, CS H il 0 Strabs 113 LGUS_25-SDS� LGU3 83--SXIR� LG_tl Face -mount hangers 4 APIDiTz- APnjT2,R-4, APDJT2-6, APDUT21R-65, ARVIal ARVID, TZRA, APIVOL)T21-6 Gal Aiactirrh5 Deck Joist Ties CTS218 CompressionlTerl Strap 14 LU24, LU25, LU28, LU210 Face�mount hangers IN 0 > §9" Product Model. Number or I P M-d ag"'t-Dor'Pription APVD �R-a_ D_qP, SSPz TSP Cud to plate be -5 LUC26Z, LUC2fQZ Flaos-inmrit hangers cir) E 0 I SD10112.DBB Outdoor Accents GorrrlavlI Sairear, 5 AFa­iH4 3 ' AF-HH43R, APAH61 0, APHH61 OR Outhil Accierittr Heavy Hanger HI, HIOA, H2.5A, 1I H6, H7Z. 11116 Fill H-1&2, H-116-25 Hum C ane T S �S LUSseriesliangerria, Fsrcei�mourit hangers avatable in wicIthis rang rip from I-Pil to 4- (D U") 11 4 2 SD91 12. SD921 Z SDi 011 2� SNOrQ112 S t r D r D r iv e S D C a r a ector G c F e w 6 API-4, APL5,AP74 APT 5, APVL4� AlPVL8, APVT4, APrll Outdoor Acineiril L and T Rearn-lor-Columiri Tres 6 HG7 2, hI Hl Heavy Girder Tirdoisir -FVfV'and heights ranging from 35" to 1 V5h I CIO 0- 3 SDSI 12SS, 8=1 2SS Strong-Dirive, SD Conneclor S'S Screw 7 APLjH24,APLH2,lR.AF'U-r2r,,APL�126P,,,PPLHZIC, AflyLf4L:1CR Cutdoorikoiaer4� Light Hangers HS24 Hurl cars, Tie 17 hfl:,dUS.dS.SL1S, MGU5.25-S!Bb� IOGU5�5C SIBS, MGUTdI Facer-firlwok hangers !E 0- 4 SIDICIP22434I SDl SDCF22614, SDf>Z'700, SDCF22858, 30CF21,21014 I Strong -Drive SDCP Tirn bl F Sr rew a BVLZ Ers?infrianir 1 ndgirr C"chriel 10 IHS1S2-SD81 5, HS52-2-SDS3. H,6S2-_1_- Heavy 'mhjd Shoe lill series neogers Face-til Narlers avablitile, in wicithailan-ging Trod rr 1.9i'll to 5. L__ ­91 SDCF221134, SDCI SDGIF27119CO, $01CF272358 9 CBT27, GUTAK C"Oncrial-I Faiam -I itis �i 11 riST2 rJZ_;_QL hil I IST,.5 btraicit=t Straps JM41 and heights ranging tterin 6-15irle"to 119-1,12" 5 SDUP2251Z SIX, P22b 1 4� SDGP22700, SDCP228FA� Sir -P2 12 Strong -Drivel SDCP224J44 2C 29 ID CiTazz Cl-t �IZ_ CJIT5Z. t") I 6z joist I es 12 11 H­1,8,20, HfS�Iiii� HTS26L HI �tl, rfTS30C Heavy I Ailar Strap 19 MU,925, liff IS28 Firce-itl rangers 6 SDCP22I10D,S1>CP2,21134. S0fP2;7140O S13HR77400 SDHR27i SUHR3140Q, SX)Hhl Strong-Dral SUHR Combo -Head Scrishi 11 12 DaTI 4 D-15 f,'eckl Ory WAl arsop 13 1-1 il 0,11KI Z I 11 912(11K r Z LFTA Heavy Tiiii"'ll-S"ll-ap Lira -lit Four i wt An0ior 20 SlI SUIL. SURC, SILLC seres harl Sketried fice-r1curt han geis ava 3allide 1 n ismidthe rarrill lircirini I - gil 8" to 3.91-1611 a did heights rarl froarl 11 6'ta 1 "41, 7 SDS2251 12 SIA-_5134, SDS252M, SOS26212, SUZ2530D, SrId325,3112, SDS2641Z Stiol Orril SM Heavy-Didy, Connector Screw 13 FC4 FC-Q LSTA9, LSTA121 LSTAI 6, JI,SFA"l 8, 1-81,1,21 LSTAl LF,"TA?0, Lstl Sta4girt Stralil Corneal flarigoverskin (,SURC, SULQ available fair all double SE)325$X� 0DE-256030, SOS25800 14 FIVI Founsation Wall ti'lill I �' Usl Lo-TI73 Srral�iht Shape 2X and 4X modell on ly acute fliarige is c-cradealed. 8 SDS251126S. SM2520088, SOS26212SS, WS253DOSS SOS253,12&S Stbni@�Drve 608 Hevvy-DiM(C.runraitor SS Scl 16 l GA2 Gusset Annes 1, 7, LTH20.1l la"Jigins 211 U series hangers Face-mlount hangefs avatabile in will Famaingrom 1-9l to 9 SDWF2716; SDWF2720, SDWI SOWF2726, SDWF27W Strong -Driver 801iAlF Plolair-to-Floor atcrew 16 H2A, 1425E, lakt, HIVA=21� HIOS, H14. HGAIO Hurticarre � lc� 18 ILT-3112, 1 TS16; LTS18. LTS20 L -c- In t Till 5*w Wand heights ranging from 2.5ire'llic, I i.vW' 17 18 H,.CJTZ F.H14 HH6 Heavy Coll led J-Dant Tie Header ii"em lvlk� ill liddiall WST48, MSTSO, NIS klediurriGircer. Tiecl stra. lot Sir-Aps FL,#I 0 -94 .__W? 19 Ill 21 -.A ll 2, hii MSTA15. IVISTA18, PirSTA21 fil NIETA-30, NISTil lidl-,l Straightstralas 1FL*t0W7-Rfi 20 L30. L50a LM LgO Angws 22 MSTC2d, INISTC40, li,15TC52r MI 110671 C78 Sir a fl,- h t 1, c a p s k" Product Model, Nutirlsor ch Name Product Doscriiii-tion 21 LCE4 Porn r,- - fill CASR3, MSTr6605 Pro-Brl Stiaps Sea Rroduct Model. Num bet or 61 Product Do-ircription I ATRX5, ATRIfZ ATRSe ATR314 Tildredided Rods 22 1.530, L650� L��70, ILS95 Skewablis Angles 24 M15-111226. hiST26,. MST46, I'llf'STIl pFST171 Iarispht stralpt 1 BA series hargers Top:liange hangers avalable in vidth5irarging from 1-9l to 7- 2 ATUDS, AT)JM_ 2,_A7LJD9, ATUD9�2, ATUrLA 1, ATUD14, A71-11I A Ili mill -rum Take -Lit: Device 25 L�ai? Adiusla',de Stair &-inl CKminerdior 25 fill MITSI 6, WS11.8, l'lFh'rIl2Q 'AI prTS2,0, hl-� S&I Modill Tv�st,Slrarr 116'' arldheighte ranging 3 4 1317"Wil BPI/2, BP1f2 3 DP5,S-2, BIP&P, 3, BP314, BPRTUOU-4 CNWV& 22trili,1142 CNI'Al CrfWT4. C"15ll 112, CNMJ4-ill Seeding Plates Coupler hiluts 24 LSrE02S1_Z, I_Sii�J2&Ra, L,';rSJ28LZ L$W2ARZ, LSSJ210LZ7, LIOSIP, I F, LSS742 1, I,O$17V:2l7, 11 �9itZ.,R;5it GGR210 2 0 Final AdItrMidle Jack Hall Fie-d Ar"ustabile 'JLr.�e-a".ki�i""�,,��,�,��,,�l��'t� !Hanger 23 7r NCN2X10-12, NCA102-12, 115 IrCii?l RCOl'B114 iii4ay Birrina 2 DGBIF series hangers Top flange hangersdivIrlable in vnl ranging frortil S-�;W'to 7. 14il and heights ranaling from 9-1,14!'t 24", CTUD55, CTUW,, CTODIX, CTUI r.TIL,076, CTUD-17, CTUD67, CTUL)l l Coupling Takil Delo,40e 215s LTP4, LTP5 Tre Plates 25 RP-51,& Fl RP$2? RimpaT Plate Stil 3 DGF series hangers Top flange hangelsavaralbrii in wdths ranging from 1 -112'to 3. Cf IULdg8, CTUVl 27 Itil W24Z M-26Z, Mi.,, 67. AL21107 _-"a RSr4 Stud ra, plal V8" and heights rargingfrom 7-1,142'to 24". 6 NU, F14, 111,115� NO Heavy Hex h4utp 25 NWH8 Ri,,di'Tre�L%ifar C<l SPI, SP2, SP4, SP`3, SP9 Sai of Pfsta Tie 4 Dl sores haingeris Topflange hangers availaire, in will ranging from 1 -39'to 3- 7 RTUD3, RTU-235, RTUD4, RTUrAB I'l RTUD6, Rl Rl Ratcheting Tal Device ZR 111,1111l I-linges. Raf Cornel 31 Si SPH15, SPH8 Heavy 11ud Plate Te 518" and heighis ranging from 9-11Vto 24'� a T1,J09, TUI Takl Dal 30 hill,41ull hiltil 215-2. NIVALV213. [AMILU28-2. M-MILUU1. 0. tilrdla=l 1, MWILUI--q. yl LUI 3 11 Fa7-- --fillount Han aers -,2 SSI 5, assZ5� Sad, SS4.5 Stud Shoe I E05, eG,, EG9 sores hangers Topflainge hangers avatable Inimoths ranging; from5-114i'to 5- 9 TUW38 Take-UptAnaimsir 31 Rec l Pact Ru.nil aria 35 ST0, Z_�i 12. 37`16, ST22, ST292r, ST-_ 12 5, ST22', 5. ST,"- 5, ST8224. ST623t, Tt Straps 7P," and heig his ra riging from 11 " to 32-11 il 10 URSS M" UpI61 Rod Run Te-dil Systern. 32 FST P ­j.'Tail 8.6 782-0, Til T93C TR36, TP-42, TUA-. TBO,11, R60 Tanslarandging a EGQ series hangers Tapflarl hangers available inwlathisimirraill trom 3,5/Wta 7- 11 URS4 V2" Uplift Rod loull System 53 F-i-C R 7C4Z R TIC22. RTC, 4 4 Rod Tp'-stvrectors 1�5 7.V-,l 0; 'll 12, TVVB 14 10" &-_-* g 1!4" and heights; ranging from I 1-11-Wilin 3;' 12 URS5 519" Uplift Rod Run Tiedol System 34 -_TC ST_-T� OTC !4T(::4 Tlnis�s Clips 36 VGT. vGTR, VGTL Varailiner, Pitch GadeF Treclawn ; G "S serill hangers Saddle hangers available, in warns ral *on to 6-719' 13 IJ RSO 3114" Uplift Rod Ran Tkulown a5i TJI TJC57 Tru--- Jzhil, Clips 37 VV91 Qla `Vl W, WS1 26, W8 1 2-0G. WSI 41C Wall &-in g a no h eigh ts ra n ging from 8_1 i7m, 36 Z2, Z4, 244 Panel stiffiia-el CIP5 8 GLTV series hangers Top flange hangers available, in vitidthe raingingfrom 3-114" to 7- 101andheights ranging fromll"Iticl FLM0441-R6 FL#10§31-R,5 9 HB seres hangers 'Top flange hangers lartgn" im 1-911erto 7- EL#10447-RO 112"andheightarringing nome"ifil %MI Product Mogill. NgMD2r*r Name Prolugg Qngrlptlon Sea # tium0eriarldlaintl progucl QrMflPil 19 HGLS itial dongers Saddle trarrigeirs. ell ble wAli.dVis ranging from 5-110 to iI 1 DTT2 flicilisf-dirvii Sell III Produat Modol, Nunn bar or Name Produrrit Do-scription CPH237�iiS, CI 37Y7 eM, C&­l2.17iS_75 Concealed haripers, and heights ranging from 10-Il7tal 2 HDC1014, HCCI,D= Hold do -au 1 AHEP Adilualtal-Ill- Hipp End Cor000tor 2 GIJ4 0HU, DH LIT IF A�el re ii ilat rI ri Fare- wirrunt MU, DHU) and topl-flange (DH LITFI hanigers 11 HC11-7dierles hangers Topflarl hangers available in widths rsingirr,, from 3-1/l 8- 3 4 HDQB� HHMQ 11, HHL'Q--4 HDU2, HDLJ4, HDU5, HDLJ8.H0U1l,HDU14 Hold-down Hold-down 2 3 IDSC,2R.-SDS�3, Cri�C!211_ SDSS, ESCiR SI G8C fill ShutConneotors Salrie Birare Cort-­-L-� availiabIll wirift rangling from 1 -1-111 ff'ta 3-9J14" and heigfilts. rangingi iromP-IfY to 23-1511l . - II spmes hangers 718" arid heig hts rang ing fi allrn 7-:1, ii!7'rhl 37' Top fenge hangers available in wdfha ranging from 3-11l 7- 5 HPA28, HPA35 Sirap-spyle pu r1in anchor 4 HCP1,81, Hi;�;P2, HCP4 Hip 0-niet ;�iaio a HGU3,&��D-S Hr,4U5 25-50S., HGUF7.01I HGU7,1,1, Fac-nidiint hangers Iffill'and heights ranging from 14"to 3X 6 LSTHD8 LSTHDZRJ Stap-style irtold-dolvir. 5 HHRC2-2 HiHRC42, HHR042,2. HFIRC411 51, HHRC44 HHRC& __5J HHRL�5 3_1rJ 1Z Heavy Hip ro Ridge Connectors SIDS, FIGU9�0C-SDS _. 3 ll se res b angers Top flange hangers available millidths ranging nom 2-5/16"to 3- 7 MASA,MASAP F ou P. da.ii or at.-- ) o r a ita p 1-11-4A"Cl 4 HGUS series hangers Fare -rill Nargerrs sivatable in vilottlas ranging from 1-518"to 7- grid 8" arid heights ranging from I T'lia 2e' 8 MPA132, til Strap -style purlin anchor 6 HRr_1 U-1 Y HR= Hip Mill anormwml �&' and hiliii�hts rari from 5-511610 12-7,'A-". 14 IqUSTF series hangers Top flangejoist hangers available ei from 3-1/8"to 9 PA1 8, PA23, PA213, PA35, PA51, PAM Straip-s" Durlin anchnir 7 LRUAj, LliV2& LFU210. LRU212 Pat'll Hanger 5 HHGU5 25-SUS, HH-.U5,50-SD,9 HHGU_5�62�SDS� HHGU7 00_SD4�r H4GU' 25-SDS, F-aclamount hangers 3-V1 gland heights ran-gil Ill Safil IS-It8'l i0 PAIiB, PAI23, PAr2a Pl' Straidl puri ancl 13 LSU2.Gr uSSIJ28. LSSU210 LU Int SloneabliaSkeviabi-- U He rger HHGLgOO-SDS is 1I HUCTF x-dies hangers Top flitrige hangers available 11 STHW 0. STHD1 ORJ Sirapi-style hold-down p TBEA, TE66 Tizsa Basing i-frinancer 6 HHUS26-2 HHUS28-2, HHUS21C)­2 HHUS,18� HHUS48 HHUS4110� HHUG5,50110. Face-maunt hangers 112" andheights ranging fior-13�,Idn! tu 1Y. Concealed flange 12 STI4W4r STHD14RJ Strap -sty),.- hold-down 10 Tr24. TC26_1'C�28 Tmss C gy ldil)i verson �HUCTF) available for aff modela having -eidin equaltact 11 '�H",,71,.A2i3,THA218,THA2'1,%�.2,THA222.9-,-PHA41,-,,TW415, IHAC418,THA422, Pdij Lists b! a T ru l H a n a r, f 7 1-1 HSUL, HSLIRC, HSI It Citirriis; I'lliniglers Skil lace -mount hangers available in widths ranging train 3- greater tvain 2-9fl 6'. THACA22 THA426, T FIA4272�2L l 10426-2 119" to arid helghis rant -314" to 15-3f4!' ging from 4 16 HINF) sedas harrgets Tap hil hangers available in widths rairl from 1 8" to 7- 12 THAO III tlZZ As [ttla-taiya T av- H rurge r fii, zin it for I Josts Coricl flil veirsil i , HSULC) available for all I fY' arid heights ranging from 5-31S` to 28' 1�� THAL422. Thli 1-fanger douldle 2X and 4Xinfirril crilyarilitaftripp is concealed I I I UAl wiles hangers Too flainge, 1-ourillirser rarl from 1 911(17- I if THtA26, LTi-IJA26, Lf Htiltii Nsi Itira I $ U vs Hartitairs id HTU296. HTU28, HTU!210;, H'1111220-2, HTU28-21, FffU210 2 hargerS iiindheights rariging from 5�318`ib, 32" IS THJM22=4=9DS3� TH4,42-3ZOSS, THJUN, TI-IJ1.1262."Ir h1lthorb Till I kinivims 0 HU. HUC series hangers Fice-mount hangersetriniable In voidtfill rangingfrorri 1-9,1610 7L 16 IT-Gseuill hangers Top hange hringris zYmirl in imiddriq ranging fil 1-911610 3� 16 T SE R 2 Z4 Tandh Spaciss-FideV.inint "1121" and neigh% ranging from 2-76 " to 19-1lil Concealed flange 51a" and heights rianging from 9-VIS" to 161, 17 VPA2. VPA2-5__'VPk3� VPA35, VPA4 V. diable Pmc d Conriectars viertooll-ILIC) available for all model dal width otil to or 19 JB series hangers Top flange hargers available in width of 111-01&'and heights I B VTGR 'yall iss Clip greate,tlan 2-016" tarirlivg from 5_VS" to 7- io HUCQI 81/9-SIDS. HUCO1.81,011-SIDS, HUCO210-2-MS. T,JCQ21"-SD_-, HUCQ310� FaCe-MOUnt hang&la M JDA series hangers Top fangs, hangers available in width of tgmi&'and heights SDS. HUM410-SCS, HUC0412-SOS: HUC054 2SIl HUC�L�5 25AI-SDS, HUCC6,0- ranging Irorn Ol 6' lo 4M Sim n Strong -Tie 2020 FBC Approved Products Updated 12r"Mo Simpson Strong -Tie 2020 F13C Approved Products upo--eir 1zl E== Simpson Strong -Tie 2020 111 Approved Products Leatel 12ilail Simpson Strong -Tie 202D FBC Approved Products Updated i2r,1012M For dirl Fr*s to at -S&T approvals Ill �2_1.X;K HF_&E, For dI Irl lo ul �981r approvds lisdal -�uil - 1 Forr r*M Ell no all ��il livad race; a4_Q_KA4R&. C-2 For additional inforration rogardirra Hal Sidtinvidne Predict Approval Shidrunin and Mard-Dade Courly Netke of Arceptance TNiZrA19 ftrj�cti; Ficiradal liallarmator, (agirding Floiija'�' Sf4e,oll prodod. Ion'12'al $yt�dvrt al a Ll Naknr l ftia"�arll J10il a2d�ejffiftlF�g 1. a ddrhoial inlarsotion mpritIll Hol ST arlel Pfrotbatirclis"ad Si,,lerii ad d Nforril -Gradt uitl Natit:,at of Accsiltarlce (IlICAl, .-For addRivirral rational rearsdikig Hxdii�s Stalellil Prolict Appirtreal Stitillern al d iterro-Oa4eCoil Nol 0 Aceirptancti (Ill Wr,.J.�JZ=- 21 Lotteries fiairigers. 7up itari rtaingeradriailan1v in wilth a] I aina" al heigirld, , R S`Ll3V1.,4,51LBV1.51, Sill.131"V2.06, S1LbVZd ir, 51161.`2 50. S'�Lbltl SILE31,151 2, -cop Flange Joist � iangers� 5 SET,XTJ Adideetwe AnciTal Itar conci eldis (@aging fromei-Sid" to SIZV3 58, S`LBV3'62. Sil-SV4.06 Sn,BV4'T2 '-",LBV4 28 SALGV4, 7�5 9/1-141115,60 6 Strrng: JZ STS2 5, Z 131 -Soll, 2 (b7F -4S, ',T8Z*6iSS) f . It 2 ddisidgir n i4rona-Firt � Al be 92 L5AZ series banigev Top flange hangeraanisillialse invAidar did 1 .01116" and; heigill Sea EMOlill W2iI HUMN-f or NaM EMAU0201MAIM IP S`LTT201j� Fw i TSZ, 9(l­lTT1 4, HT Tit, HIT5 sirde I and Typoe, OS4 silsd,11 6 smin ressistoda ira riging trarn 9-&1 9-to 13-1 ill 1 hHUS2,10-�, Hr'HOS210-4 j6v� I-larl 251 -SWISTCO, SiliFlItill slings, 118 mil `10 ga) 7 Till HO (THO-H, THD-HMG, THD-H4SS. THII THI THD-CWC-S) Then HD Heawy Du� ScirewAncIflorfaf concern arid malsoni 23 1-03a, LE06 LEZ-7 seradis hangers Top flonge, hainglare available inivort-al ranging frorr S-1/4" to 6- 718" and heiVinte carl front V to 33-117' 2 3 phidse HFMgi;,,RS12 HUCC210 2-Sm, HTICrQ210-3-SIDS, I-10=10-SCS Strap T-1 fli-ga, ZI 2,2 el"I'll, l5PG SS=L Dl TSP stud f-Flister T leal Sim d Ptat-- T liaa available ill litil hool carbom adsfy arid Tlndas.VA amid 116 stainless stel iolrdrah countersunk head in carbort atial and 'L 24 NM5, I'll verres, haraters, Top hangs, hangeps available in vaddhe rarl frol 15-114�`to 6- 4 -9TIGE-2, T1­Kg B3 THGLI`12, THOUH3, THUBF14 joist Harper �3 Slncr� OTC Truss Clip Type 316 sWiriess steel 718"and reigrils tanging firur O'bo 32-Itz' 5 TILIG02-Smin TH 0�_SDS4�5, TH30H2-S0S;,, THrQl4nvSD5',4 TH1,L0lH4_SD1,:�5 Joist Parapir 24 TSE)22 ',,----a Rram Diagonal a Trion HO Rod Coupleir fTHD37634Rl THD509l Then HO Threaded Rod Coupler fat concrete 25 10ITsen" hangers Top flenge, hangers annaulkable inl0dii ranging from 1-9116" to 6 THGW3-B.THQ' -4.THCW4-3,THGW4-4 joist Hanger -russ jack Connector 9 Titen HO Threaded Rod Hanger (THU52,5158RH, THU837168RH, THOV212RH, Titan FID Threilioled Rod Hanger fcF oloncrete If8" and heights ranging ftran g-IX'to 24'� THID502MRIA, THII 0212RH) 26 PF, PF8, FIFID13, PFV,5& social hangers Top flange daintiness a%aithal in width of 1-9/16" and he;ghte 10 Wel MIA) Wedge -All Anchor for masonry ranging from 3-WV4_­ . -1I F�ffl l4n-II FM N04-115 ((D 27 28 RR VVP sores hangers ROSE rafter connector Top flange raingem available in WdII ranging firl 1-9116" 0 7- Algj Proguct g: Nairtid Mqgh 14m tril Prooluz De-uriptiori FLM6230mRO 113'' and hilitiqAte ranging 9-Vit"to 32''� 1 CETAL20 r-Mubill Firidoadded Truss ditirrinoi I Q Q1,15,50-SI)SHIDG, CCTDM3-62-SDSG, C_Q_-�Q lidai,d Mariol Per Cape. 1.4 NSS%il 4el 'a�Vil vmoll N", all 2 "I FGTR. FGTPII FGTRHR', H16, HTSR H hilifil HE Girder qlrviofit Anchor Gr_'Ti�04 62-SIDSO 2-tiDS3. CCCOIll 62 50-�d SIDSO Product&dal. Nilinilkiii; 2& tUag AT xia EEQAUZ Qlaggrip4on P llavl,6 4-1(kil 16, Vit siritIt FILVOM-1115, J 51 11-I HErAll HETA,M, HFTA24, I PAO HETAL12. HFTALIO, HETAL!2iA Frnbesidifit'Fril Adl 2 E>��LCIII,113 62G-K 11, 1, ECCL I L EGrZ.*LLQliV!i3 lti�.`Cl-KT, lv��CLI_QNIL1432G d] EQ1C LILGifl.10-15,5OG K7, �;CLILVXAL!j,t2r,-KT, Manial Flint Oil Fr -HP SE"T".XPI ET-HPEp6xyAdlsn* forr"A"tY. e0a Kill - al 1, .Y Illiw 12lil Product Model, lithilarber or Name Product 6 HI HMO KF, 4 Strorry-S& 2 (ST" Strong -Soft 2 Wedge I ABA44, ABA44R. ASA48, ABA46R: ABA66, ASAWR Adjustable Port Base 7 -TA40 HFIETAifll HHET.Al HHETA24, HHE 3 HGUNIS HIGUfA5 50, HO i l hA7 2o,� 1 4G Ull 00 Hernlirl s n. n E y Hangem 5 Titen 2 Cl 71,12) Til 2 Scry­wArlshoi ... ........ be 2 ABU44, ARIJ"R, JABU415 ABLINISR, ABLJ5-';r ABl AEL165, ABUI ABLIMR, ABLIM. Adjustable Post Be---- 8 LCIT2. L<]5T3_SDS2 5, LGl Gnilar Tie M'l- 4 I-Gijhfi26-2.LGtJM26�3,LGUfIA25-4,LGIJ�',A26E'd MRsl -6--arin Hangers 6 Titan HO lTH[)sH4SS, THC­H6S.1;, 7:;G�-_SSSS) Thien HO Heavy -Duly Screw Anchor for available in W4 3 4 A8U8aR,A1gU1O10,A1aUI(T1OR ABL12I2,ABU1212R ABW44Z. ASW44RZ. ASW462, ASVY48RZ, ABW66Z. A13WBURZ. ABW7J A04, AC4R, ACIE4, AC6, ACl ACF0 Adjuslable, Post Bane Post cap 9 1G I I LTA2 UFFA12, lill METAIS, META20, ll ME 0' NSTAM24, MSTANII Nl MSTCNI Laieral Tius-s Ar�chclr Errhaddefe T Aids Ani-lior �31iaip. Tie fal Masnavy 5 L�Uhi l_GUll LGUM46, -Gi 1V1oHis3A2g._-,, FnHA3,12111.25, hl' 25� fVBHA3.56111.21-, N13"A&56(1I 88, MEHA3.5&14, FA6HA3 SWI6, MSHASS"iii. "MIA5.5117,25. IdliuslardryTop, Flange Beam Hilingor, 7 T Itan Turbo (TNT) hex Inearth tal ziesterrIess steel with countersunk head. Them Turbo Scraw Anchor for c(ITIC41018-of maiiarry 6 LC4. BC46, 2C4F. B00, BCeR� Bil 1341 SC52-3ffl Post cailp fjT�,�fgl fift­�&= HT51l 6� HTSM20 r, Tiarst 5tiati filselal fVBHA5-5M.25,%4.BHA5.SW1125,�,UHAa.- 1a&NBHA5_5Q/14.MBHA55OM6, 6 C1344, CII CW CB66, CM Errithodded r-lumn Saw NSHA5_50/18 Cz 7 CUSCAI CSS�SDSZ CWQ66-,1DS2, C11350,96-5V52t C13SQW5V52 Embedded Column Base 6 IVEHII IVBHU3.5&11�25, B& M151-11-13-56,114, JVSHU3.66110, fidai----m y e-5-a ro H a ri g a f a 8 CC, ECC, COCU Sorril Solied vidumiricapsiviltIrl, ropr�iingfwom?,114"to9-1;2"an-3 LU219LIM PASHUSEVIII, '25� IVISH-15.5l 88 FASHU5,50M, Vd2 ranging brand 3-5111 74C," rivistras 15 511116, NISHI.P3 501" F5 %lI Froditiot Model, NUM I or Na Prordlilot Desigirlotion 0 9 ErCQ'qDS"r5 Sones Sciloovidd column caps Wth'ifirl ranging from ��-114" to 0-147'and V�Q ranging from 3-5(1 T -112" Sil 1 Modial Numfil or Nairl C1rT1Z EmductDa��hpfll QeQK Tet iva�' Tie I XS42ICI 6­5K, X1 W16, XIB-=i Olrr�XQI X01 BI 016-4K 010rl 6 StcongirDirivil 1110istal 13all-Driltmg, Tiapping-Screviisil r, Drill point > 10 CPl CIPTNZ -PTSIO7 Conrealeci Poet Tie Base 2 1-1012', t D1 -4 lkldaa�s F�JU227ka 2 XLQ1141`11 224, XL 11 14E I 2i?4-2X #12-24 Strodiii-Dril XL Large- I -lead 1.11coll Sish-rigr1rin g. To citing 11 12 EP54444, EPI344� EPS46, EPBl EPS4Z Embeddirdl Post Baree Enilmodidnif Post Sristr 3 4 hC28. VL'.'ftr InQ'711d, I DW hf-74, i�TTF_ H-5-S14 UoNar-, Wmicianis TeriSion 7; S IN X Probluct Model, Norn Wr or Name Xil I 114S11 Z74. Xhil 14812 24-2K Screvie ivitr #5 Drill Point and Large Diannew Hex Washer Head 912-24 Stril Crive XM ri-W-WiS oll'-Drilling, 0 13 LCO44 LCWl Elvideddeb rxkimn -a�aasi 5 LT 71 G, LTTZOB� L7T1SI LO [it Tens ur Tle a I SDVu`_173O0, SOWZ2334�, SNll SOW2224-a- SIDY'll SD44-600. Sowl tOucing-Ortre SUAl Evil ard'i'RUSS-PLY Screwe TappinIg Soral livith #6 rXg Point -arid Mediums Drarriater Hex '14 _ LPC4Z, LPCil Light Float Cop '2 SD:A'212,`l 4 X0114SI224, XQI14BII�21�2ZKX114$11 _21A�X3112$1224, XQ112BI22t­2K Tapping Point is 16 NPB44z, Niol forpIa FS44, 12,1344R� PELC PSI PE86R MOT71" Post 14,35ter Embedded Pal Sw5le FL#Iao-RS 3 SnMll SUVX'15600 S--vivH1,930l SOWHI94COD131 SD1l IWOODS, SCYVI-1.19BOODIB SIDWHI9100006 Strona-Dril SOWC TRUSS Screw S'zong-Drive SDVVH TIMPIER-HEXScrew 6 XU34SII XJS48I01&55K Dall #I0-16Strong-DnveXU Tapping Scrawsymo 17 PBS44A, PaiSl FUS65 Embedded Past Base 4 SYr1H27&XJG 5triMn-DrseSD%VH TIMBER-HEXHOG Screw #1 Dril Point is 19 PBV6' PBVIO PC441,11.5 PC-48-116,� FiNa=ld PC64 P06&1(l EPC44-16- EPr�41ll PORC4P-15, Round Pl Bal Post Cap Sl 1 ftdW- blegral. Number or I'llumirre SB5A&24 'SERM&N, SB1 Y.30 Pruduct2M!_:,rXll SG Anunur Bolts 5 6 SOV11816212, SDV616300, SD/YS10�12, SDWS1640) '=Wl SDV%l SD1vVS2240O,SIYirl SiDWS22512, SgVVS226m, Strong-OrrieSDINS FRAMING Screw Slyorg-Drrve Mil TIMBER Sa" (Interior Gtadr�) 0 EPC84-16, 5Pl 2 SST91 I SSTB20. SSTB24, SST828, SSTB3A, S:-;TKX I-STIBial �a', 6120L, SSTB24L� S�13 i 6 A eviti; GDVtil SMiliS22900, SIDWS221000, SOWS221h)l SB`Al SDVVS221500 FL#3n20-RQ - 20 PC4Z: PC4RZ, PCSZ� PCeRZ P05Z, PCBRZ; FzPC4Z, FPC4RZ, EPCZZ, EPO-RZ EPCaZ. Post Clip 7 SDVVS223G0D3. S1311VS22400DO, SIDWS2250OD13 SU,VS2Z226U0D8 SD6V3Z28O0DII Sftona-Drive SDWS TIMBER Screw (Eirlerior 3 rade) RPC8RZ SDWS221 00008 2MA Product Model, Numberorlilante Product Description 21 PP5444Z� PPB"-SZ Past Firisle �13 SDINS'223 1210132, S(YimilS 221 �9 1 A)HE 131-ilill Ou tdoorti, tc-1 Structural Wood Scil I OSSCF343.5, D5SCB4lh DSSCB48, ?3HS P Bylivriss Framirivi Driit!�prljt CannordloT 22 RPRIZ Ratol Fill Bal FL#13872-R4 9 7.1 500SS Strong-Drirle, SDWS TIMBER $6 Scmw 2 FGB43 5, FGH45 5L FC94T5, FlCdEild) FCFAIN 5 By lipaes Framing Forid-Clip Coraidottar '10 3 IFF110034911i FRIHSD3481016, F-PHSD341110la Sir FPHSD34S1214, FPHSD34Bt2hiiI `PHSDJ4BV1iI 91046 and #12-14 Stricip-Driwei FPHSr",t Frarning-til Sil Drilling, Tap ScTewr, 0 1 if 111.111ij FLOJOWII Sad 'I I Frog"thr model- Numbaror Name '4O`pr"r"NiS,"4� Cfl C:514�CSIO,CSIB, CS20,C-al E_­1rIL1_Q*_1'LMLkLft Cirifirld Sdraii"� 111 SDION134M STfO22 straing-ortil" sciii"Fli' 910ILETO RIM Screw Outdriortifircents Hrtir�lql War-,hor 4 I-SiFC2.25,, LSFCAI 25, LSIFC6 25, SFCr2,2'5, SE"4 25, 5FIC il, 25 ping Steel Framing Connect r Allt A%L 2 11 FIRS& FHAS, FHA9, FHAl2, FHA18 FHA24 FHA30 1055-TI25, rill Stra ri,� 97 fni 1 '1" 2 u all b USSC4,25, 125, SSC.2 25, SZ-A,4 2�o diddcaz�5� kl 7b, MSsc4 2d MESC.6_­l�t, Sil Shild Connectors Sea # I Product ModoL tJliMk1L2LUd= FJA, FSA Prod i Q21a=12n_ Foundation Anchor 3 LQl IVS-ri Ll SAASI'27, SIMST37, VNIST48 IFT816. HTS-20, HrS24, HTS213. HTS30, HTS30C Heavy Twai: sitnics, 6 NSSC4-25KW, fvIS&DE2bKW RGKW3, RCKWl RCKIOV.5, RCKW38, RCKVid3 5S Rillitid Knee Wall Connector 2 FRFP Fiat Rehl Four-Mutil Pal 4 L51 AM Lairikal LST149, LS`17173, MSTA9, rlil lill MST 18� &4ST.421, MST.l Slil 43 mil (18 9 a) 7 SCB,l SCS45,5, SOP47 5, SCB49 5,,SC541fl,5� IVWB45.5, MSOB47,55 Bypass Framing Slide-Clid, Connector CIL 3 GI-445-6, GH45-1 CHA55-6. GK41", GH410-6, G1­114410Z, GHE&U. GHW-n QHi 8� GH61 ", l 045 Girder Hanger 65 L5TA9. LSTA12 L$TAIll LSTA18, LSTA21 - L5TA24,$Ta22_ 5T211 Sr'-M-152 5T2216 I-SUSH-12,1 S50211-I M$UBH3 25 Strape K- nil (�V g a) Bridirl, C_vrore�-'o' Sao 9 11 Product bill NUM D2r or Name AS 18, AS 188-9, AS I 8SO EioduZ Description 18 ga Trussi Plates 45 S 5cs-$2-5/97, SCS6l SCVaii 8�5.5 Bypass Framing 0on nector Haad-crfWall Slide -Clip Conrivill 4 $ GL55i4i, Q1.65S. G31I G-LB511). QLL37A, GL137B. GLS7C, GLI570 (31-5fT512, G e-1519, CSILTS16, 01-arl'520,G61.117820 Glullisim Be-antaii plate G lul M Dula fiv g Pla -1,-- 7 8 11 LTS12,LTSl6,LTq_1�.LTS20 Laral T Ie PIWV Lrg hir Tail al 2 13 AS 20H 5 ASS-20 220 go. High Strength Truss Plate 20 gia, Truss Plate 10 11 SJC826. Sil PASJC&Zti� r 1-i(h25 SS193,618 $*of joist Con nectris Bypass Framing Slible-ClipStruitClannal. 0 Cz 6 HG1.113I HOLUS, hr.LUC� HGLBD Heavy Glull blearnif plate 9 USTI hl ST6215, S16224, 579, ST`12'�:;l I-Ir lilill MSTC52 Sirspe 54 Mi: 115 in, 4 ASHP Hhi Plate CC nirtall 12 XLSH3481414, XLSH78B1414 #14-14 Stiong-Drive XLSH Tapping 7 HGT-2, NOT-5 Rll Heavy Girder Tredcriin 10 IVISTC-68 MS7C7a, STE2116 g SlItripa Mi Mi! ill 4 9 a) Scrisais # LU C- 8 UFP10-Sm Linittril I ridundatiolo Pbflz� 11 ill St -.' mgTS1 S' masi 8 i'liTS-20 NI MI MTS'SO[C r 4,-- d i n m 7'.qll S t Ta P s, IS XQIG1OI6,X31D1D16-4K,XC1S1214 N110-16,4112-141 and #12-24 Xhidebril S-0-DrIlling, p URFP LinNersa I Retrofit Foundation Plate '12 S`31 5154.V­ Sl 28, SVB4.76, Slib'5,50 Top Flange Joest Hangers 30 A FLM 573 -L X0114l XIS1010, X1F11D1tS4K, X1S1214_XIR121I4-3.5K 7afflilingiScrerris SUA.2. 1208, avl. 0, SBA21 XI 2, &DA2 12114, 1_.QA4 Top Ft rige Lltast Hirri4iers JW.' Productfilcide) P[Rduct Dilieuriptri SiBol $;Bi,.4ASiiI4 1 17 14P Adhesive Anchor forcanciete 14 1 A HhrlC�anq Tie 2 CAC' GOP, COPM-50, Guinly! rb, GOPF'l Q'Dps" GW 60, GVV­1 011), QTH Girs-actuateall I'astanilardi and dial i1bries 15 Sih _W Oy4 n8n, &IFIC4 t CS: Sit-1 DII SB, Si DI 5S, &.�Hl 0 1 AS Holdgwris Pl P:DPA.K, PDPAMG, PDPAT. POPAT-K P11tl PI Ifl PINWP-W, PIDPAWt. loninder-actuated fislairleas. thrended sill and assemblies 16 SHIDU4, SiHOU6, SIHILdig, tVH0U1 I Holool P:1PXVVL-6IG, PS"il Pi _IK, P,"LOPA, P15CLOPA, PTRl PT RrHA4 17 SJCT� SA-UCT jatt Hangers 4 �EJ-3(3 Adhesive Ancti for concrete a_ SHEET NO. March 6, 2023 PA 1.3 -1�- M U I A U I - I---- - - I . I . I __ - - - - . . I (1) (D > 0 MIAMIM lie P GT Irolus tries. Inr PGT IndustHes. Inc, PROD U C T Cr 0i Ot SECTION PGT lndmnjes� Iar� o I 180l,, --,'6 S wee ROOM,200 NOME OF ACCEPI XNCE: EVIDENCE ST_�BXU­j TED Z\70TICE OF AC(.,,EPTAN(,E: SUMMED Cill CL D E PARTNEENTOF RE GULAUIRY AND EC ONOMICRV Sic) URC ES MEE) Nfi=,,,TF102�dal N B*A" AND CODE a_D1l:MN*STJRAT10ND1Vt_U0N' NOTICE0 ACCEPT" (D NOTICE 01F ACCEPTA-N, CE (NOA1 00,; -0dence submitted under pr*Aou - NOA 1. E - D. QUAMY ASS17KAINCE A,� DKV"71NGS, B. TESTS (com-daued) L Miarm DadeDTartnmit of Resmpbtmy and Economic Resourres (RIK)_ (1) 0 0 -0 0 Wr"I'littlustries, Inc, 1070'Tt alop 3wilginvill ifs die lchavvingli at�xlser�. Ilin"Is" A Test replaa, on -No- Infi iryn, Test. per FBC, TiSS 202-941 0 0 0 North Venice. YL 34!7Z5 (.�ttbttihzed ander.N"C'k PresSilre T 2� unifafra itati:c An leg,� pet, FBi TAS 202-94 E4 NLAXERIAL CERTIF IC_ _NS SCOFE-- --V DmTa No.-NID-55T.0-tifled sheets I I Water R&hstance lest. per FBBC. TAS 202-94. I . Notice of -AcceptanceNo, 1_"4 &14 issued- f t ­6� to Vision Exwnion Lha3ited or heir .0 C) 1 ThisNC)A is beingissued under the applic-pi rnles, and reptlations go�;"erninz Ihe wit, of consitruca"clatnatelis, 'The prepa brol lof 21 aTed b)IT ffi,- hvinsionA dated A _'LaTge 1 201 e Impact Test perFBC, TAS'_ -94 3il 1111the Rigid PVC Exterior Extritsions for Nlladoivis and, Doors",, dated 0&1, 3� 5 U) 0 0 d-CouatyRF_R-?rodtxtC rolSeefilctio -I ''I � 04;0­�17!Tisi�: ed: �E gg, 2U 1 1. Ir A S :� I ., %,­4,,hc`V �,t 11res', 1.1oilding F peer 'BC, 11%," 21"(1) i-94 11 expiring on 093449. a) C/) trt used in ?.�BauiiDa,*Covaicy and otba&-vaswhere allivwt-4bythe p-,,rFBC_ T.4,S'202-94 2. -Notice of Acceptancii 16-020.08 is� to Visaon Exurusion Limited forth6-. -YE !E This-NOA shallao-be valid afterthe expff anoodatesutedbe low-Thelk de- Canary ftoduct Comol otim & TIESTS alang withmadced-up drawings and insira][latioa diagfm of vimp'l slidmg- glass dol prepared 100 Tan-10211 and ligliter Shades, Rigid PVC Exterior Extrusions: for cf) < (In, Nhami Coul andlAartht AM (mareasiother thas1\54-ml Coutity) reze rve the x zbt to have fills x I tuf6rai Statiii Air Pre, �Pii 7est, pet­FB(�% TAS pY]I-94 L Test rqiiiortca jol T��A Rp ort Nol FTL 8549. datedl 1 -0-6145. �5igned and g oti 1121i'lii2l MIldows, and I)oors"'., dated i2j,08,111i 6, mpnirp r-oduct or inal)e1oll 1el51edf,QT(pA&y WisuranceplUipal lfthifik p-r-AWA 01 nuaterial hill ill pe&Q-131i the ace"ted, Lvgge Missile Lni lesn per FBC !AS 211101-94 by IL staled Wools, Ortega� P� E, repla t revised ou'12,11T i and l_'16) I W 17 l04-1, OM I\ 'ouce of Acceptance No. 15-052S.15 isi to Vision E-muston Linr;ttd for their 111A!Mner� die maniffacti will'--- CUr the expeaw o f smis. testing add the A_F_J ma y inninediate ly MV dk,-, too 41- r-7 - 0 r B M Cychic Wind vyessiue L in-up,,ir C.TAQ-03-94 -d 6 on 1- _TA `10' 4 Alf Infi-- Tempff FBC .- ciTs - Coated (Painted or Laininate(r) X%lite Rigid PVCExtei-for Estmsions for :swpeU_j &e use af such pf-oftoT or Malefial Withm !heir i oa� REi reserres the hw to rewkp this along virdli rj,�,afloedl drawings aind, din of idirtggla's L -1 sli 's docllr,, p irt-2 rM iM 2 ITJ niform SM ic 4\k Pr ff_st-weT� pea­FBAC�MkS202-94 Whidows and Doorr" dated- 0611 '11'1'� Cq1 by FeneurrationTes it � Lab, jl�� - Tf�l,�t R � 1! '11'T �cori �,; ii), FE, T, s, i iii atie(i i T 1 5 usulvi aii'd 20, ll Ke c BC- T kl 12-414, 3) , atet' le Test,, pet F '� '1102 is -sued To ENERGI Fenest-ration Solut . ns, U' 4� 'Notice ofActTevital itio. 1"7 io SA. atele t fit e -eq uitiftnealia o f i applicable budding c ode- �r - ��S - ' - This product, i& approamd as desefibedhememandhas been desi--c-d w coinpl_ywith the Florida In Co .�l 6- sealed I= MaInvist- Of tega� P F jes, ral mvised oil 02A 6 and M4,,' I - - 41 Large 11assile Inr+, Test per-FBC, TA_ - 01-94- I - - S2 - "TA 3f `on V lnc� for the-- _N 140 and Lighter Shades (N AVhitei Rigid F C Exterior val the MghVelocityHumcam Zodw�. Mg 2 Test repon on Adr !a&', rat "tot � les I - per FBC !A,!)3 MI-94 Cvc& Wind PTes-stxr- Load per FBC, 1AS 203-94 Ing 104t-� I lin .02, 12 -usions fai - Win dows and D tiors" d ated MM15 16, expu=_ oil 5:17&2770'" 14uyl Slitting Uts,s Door (R inforred �w,,Ivo 90" & 135b cornemTLML Stmifi:L A s-I' Prei���sliv Te!st,: p-i- FB(,'�`T "LkSi '9 klil di-aartm of vinvi sliding glass,door. prepared- 5. N otice 1, 164)77111.10,4 iissued to E NIE RGIFentestra filon SoM ions, 1: AT A"ROV-AL 3-Mater? smi tee Test, per M.''.TAS 202-94- dated 1A4V 4gued and lnc� for the, "Bronze and Lighter ad#7b C 414KI Rgid Y%X'Extetloi eir Stv - of"I" p o i DOCC VAMINT T�DrawinzwN --N-ID-i.'%�.-7-Ot�iRerB-tit6d-Vin�4,Sltd,!,zu= s Dool 1( shift a 11 - lamact Te-sf off FBC_ !AS '10 1-94 4' Large Missile - Ort on 0215. 16) dahm egga. P� E� jtst repo-ar mi scaled by Id Extrusions for W L Indows and Doors" dated 09;15116. expiring on 04! 6. 0. ft ough I of 2 1 Prepared bv aramfa-vinter. dated i05)1 and last revisecd on 01-0 1 J2 1. signed md sealei:l by 7 T est an hiform Stz it Air- Piessawe Test- report xTFMJAS�213,2-94 6 Noticeof AcMtance No. 16-07 �1103 issued to ENERGIFenestrationSoltitions USA,, A. LyiWX-filler, with the, Notice, of 2) InipactTest pl TASS 10 ln:� for tileir'"I'%l1ke Rigi(II kxteriar� ExtIT1111151i folf,'Windows, and'Diciors-dated and eapitratiou doe bvrhe'M_,am_L1!htde Gmupj OnT along with naarked�w draworga and installation daver= ndviM sWing lass dooLprepared 9 ­ - 1i Cvchc'Wind Pressure Load'irriz =- FBC TIAS 103-94 piring on O� 0 &11 &17, ex. 2,2948. XM andSmall Missile lmpactResktant snx hf P--vcT R-kmc., La rge ovFenestration Testm* Lab- In _ Yst Report �N Fn- 854(i date-d _!0615. a d aar� alow ruiss dwa prepared withmarked-W drawings and insa rion diagram of �:-Mvl slid -27. z 575-3-09,per-ASS-MME-84- 7. Test repons.No(s). 10-M-7920l 104-I&M05 -3 Liadtatical -,,and -4 scaled InT Idahnis Ortega. P E (,Ter,�; repLOTI 116NIVi OTO, l �0411 6; ant.4 I 7 " r, I liT20' b7 Fenestrathmi T L_, ib lest, Reoc , t jjj7 T Inc,_ ort No. TTL 6638 ilples A-1 thn1i A-�221,)� �Ialrld kSTA,E)l '1929 and, AMM-63,51L. issued Ity, EXONTA roVism E Imnion for celluloi table 2 (sheet I) fiarapplica-ble SGYD twit sizesk,,,cle-sip pmsuxes, renifov, n T- I . See table I (��iheet D ienss 4a �_s Tj�- 'll niser (see tables, B-1 & B-2 sheeC6 7 pes, st -9) and anchor layaw k I I duu. 16 N zt re filtrativ it, . per F-15C. YgS 2202 4! Tes L Pon on 1) Air id - .,k . Mamd" '11A &ealed tPir Amr- --Srib, �c t rn i mra _Y0_4X-..1T1- composite olaterial &0-70uten-T Tan (Nlois�ul Rigid PVC and-% owu cmated 0�haed or latralinized),whiteRI&A-PVC to be A PresF per FBC, T S M-9-1 b -:�otice labeled per referercedNOA� _3 I Wa it er Re sk,,Taj ice Test. per FB TA� 2 0 2 -94 Test repon on 1. Air Infiftranion Test, per EB C, TAS 2021-94 of 9. N f Acceptance No,, 14-016.11 issued to Kurany Arne-iQi-Inc. for tbeir 4' FB( Unit"bmi S tat ic Air PreSCAL_L_ JeS* pe 41( "SettroI.Alast (Cloar andM14to) Inteflaver". v%p wit 0)l 4� Porker wall% under wparate-%pprov aL to be tevie%%,,ed by Budding affic a 5) Cyc Wind ll� eLoad MZ !X`ater Re-sistanct ue_st� per FBC. TAS 94- totice issued to Kurarray Amen-i I - 1.9b 9. N . Ac I their ILT.-MIANG. Eachumill bears pemmentlat-7-I with the cturef-unaeorloMi and folliollrTing statement- nNfilaint-NdeCotmity Pro& a. Coutil Apprzmvd, ", noted heik-in, 202 61 F=ed Etarry e51- off FBC_ IAS - i-A diagnun o f 1-slidingghssdo.x1r. id aig L e Missile 1n4r-ct Test pe:rFBC, TAS 2014 5) Cvc �­ �Ymd Pie T nre Lroaclaig FBC Milk S! 203 -TrOsifeW "trairlear. Clear and Color PN,-,B InterlayerTs-, cqiiring on 07!0&49� W pet � RENENN-AL of" this NOA stuillbe considered aftera reseoul application has, beles, filed and 1he4,,1e hx�s beei bV Fellet 1 1119 Lai). 1111c, "I",ni Report N'b� Y"I'L 854 d alteid 1,11:_141.Mill 1 S��?,Uexl an— V, ration e44 -- j - - 2C_ orced Entp; T" per F-r-KC IAS - 12-94, F,, TATE XLIEN fS S -fthis prolifil change ia the applmoble buihfm code ane-ptnely affill the perftwame - TrR_NuN_-xTio,_\r of this NOAwill occur afiex the er-Firaficedapi if -sealli by Jdalnum; 04-M-1 P_ E_ fres-7 r- miz 0-1 �T 1 6) 4- Tost mport on 1),Airinfihratiox� Titsr-per FBIC. TAS 202­94 affifig -up mai and ms amiti -varlaofvialv1slidi glass d000ryi.epared with marked dia ME ov Feati � Test-ij--fa 13t)T, Test Retcrt No, FTL 6,3371, uples Jk-1 thru A-3% dat L Statetrot-w -"eroft-m.fomlmr-&wkhFBC-5'kEdidon(2014 andYBC-661dinon (2017� issued by nunufacturec dated, 09114,117,, s�lgned &,sealed byr lynn Nfuler. PX_ laisteriats"ase, andlor Mitatificture l peodticror process, Milliuse: ,ill f tha NQjk B1151 an ealiki tretrern clil"TROV prol 'i'1.Jzuf6f111 Air Pre�,!15lt�,re Te 1�ier FBlC,, T.`V ­02-94 '10, sig anii �'eled by krge A REP- tS'iohisjJ1W; nt 'o. ]I-, I Staten o�f no ftancial interest - datell &Y 17, issue iew ter I d'bynlanuActt%rei,,, signed fit sales. z&ittsing or any othimputposes - 3) Water Re� tza ice Test, pef I C, TAS 202­94 & se�.ded by Lyqrl 1% pl- Mection cr NOA shall be ciatse ftor ternitill andremoval orNOk - T�eq pff FBC� �ZA S -4! Lame _14h.We 1 I -A, �Y4 - MWa 3. Letter of lab cciriplianceT pairtof the Ablaiv test reports. ADVERTISEINEEN-T- Title, NOkuuwber precededby the words Miami-Dode Ccttw;-_ Florida, and follorm-ad by the 103-P4 S 2 S KERIest PnVlolsal No. 174)387. dated: �05,111'17T:sil� d, b�ylslvlq ("Ji 11da 11 E 4 05 Ole a p then it -shall tiie-� ex na ri im- 4a fe no, r be displamd in adtveltisui g: el: 12 6)� Forlired Er, 4,01.1lir 7' St:, per FBC'jXS 2"1 I- Anchor verdicatron calcuruc z th FBC 014, and _L-r &WAI aadlV done in it--- entiretv- 1-d -epaed allongwithmal-ked-updra's. anti instalialtiondiagrainolftmA sialrag g sisdoxi pt -1 and seak Y ivepaR!"I hv PG -1, dated I Sand m-ised on 01i signe-d b G. OTHER LN-T WCMON. A y of this enfue NO. A-- shall tv promided to the User by -the MfinLll: ortis distriwtors Amid by Fenestration Testing Lab, inc_, T-51t Report !'No. M.. 854& aated 12),M_4,11�`T� somed and 7 1 An th 4., BVhUtMF- RE, �,� rith -jr1l Jim, d, �7 t 'll 1" 1 Notice of Acceptance No,, 1--­1210.011 lsqtted To PGT Industnes-for their Series Ing ihall"15e availlitille &-n wi�lp,e,iti%wat the tob sliteat ftt requeutoftLeBuddi Official. s�aleilrl by= ldaiilhiti5ii One,Tgi�ii,,, P E. (T(!�111�� re ort, to: Til Ted on 0 i 65 �mmd CiZ� 1116:1- P 1 ;�,� 1 j T,; 9- nuipbes �i h A "71 T_ I Gazing l T 04!,1+21. Tlus vrxnk&t� of thispagre I oultmep alet, h-I. E-2,T&1 E-4, E-1 & E-6 as well as dol mensto ned aboru-r. approM Themblizi doculimeati- was miewed by Ishari I C'handa. PTE. ITh-,Tjq L Chanda� ]FE� prodiler Control LUAT, Sup"4wr lahaq IT Clauda, P.E. Trafhott CoarrlA Utut Sarl Lshaq IT Chazl RE. prodairt (,�1'111satrol 1,�alit Suptrvilrair NOA N6� .21401:0.031 101A NO- .1 1­0,., 05.03 NO.A ND. 11-TU09.03 ExTdratiouDarel AprIP-34-M6 40-0 Ezpiiradoal)ate� April ExpiratianDaw Arl 4,1016 Expiradoz Date: A� 14,2016 E - 1A - - - I 11 TL flM el.)_ Approval D_qmMarrh !S� 20' .1 i Apl =1 Dwf- MarTh S� !0: 1 I)a 2;, n Aji E te; Uff-rch 4 0. -1 p P rlo a '21 Page I E E i FGT JadVS"j"l.L 11irC. CGI Windows and Doors. fnc� I K�;T Iudusrrlfs� 11--ir N OTICE OF ACCEPT-AYCIE - EVIDENCE SUB-N-11TTED NOTICE Of ACCFP1'A_N CE� EVIDE-"XCE SUB-NifffILD NNOTI EVIDENCE SUBM LI OF _111ED Evidence Subuiftted undet pti, subiniffal New Evidence 50juitted t1- Space ,5T U31i art STIL LLS-ra coaijillynig AS n A. DRAIN70GS 0-8811 3TIJ.-al, br�-ft-­'117A F, I ASPN! D-3985 Oxy� g-tal ASUKA E A. DRAWINGS L Drawing No. MD-555770.0 Rel titled -1 Shdi Glass DoaT I'S sheets M-91 2 190 1-Gr- Ditrabilim-NNo Foz-Piss . t9klov ftled u-n-der preill �,VCU X& 154M 0,35) 1. Dmwnaa N __ _MD-5570-0 Rry B_ titled 'OrVi-mvi Slill Glass Door NC_i_­� (LIM)7, sheets 1 I through 1-1 of2 1, prepmed try, mmiffacniver. dated M"055f'15 --and 11avi, ne�'ised ca, 1,,20, 6, Pairl� Al!)MI"! Thai Cond-t-LiA.�ti�,�,ii,t��,r--j-,.. I of _-T 1. Pjepajrdr'!K-,,-- nlamu n PT� dat ed, 1 '191, 10 5-15 ioul d I astre �v mllI on WT 1 i1`2 "I. 13C'l 6! ned andscaled bv A-Lilvittil),10er. P,=Ia--- 9 Quarex flara .stijij coruplyin�_,-� wifin siL ed andsleale A, L- iller, R kr�-ft-'_CF, AS174 F 1`140 ASTM LD 1434 Argon Pertoeance�:- AST14 E -wut of sa= exasiinz m-stallat-lon scmv ivith flat head- Note This revision consists replacea B. TESTS 0M 2 189 I_G_ air ty-No Fol SMIM E 5461 Dew Point Det, imaim�l =m2lol in 49 ns� 15-04AOS). I. Testreports, an: 1) An- liffidin, tion Test- per FBC� IA�S 20,2177-r (Subittifted ritalf7iff-NO 4X& 2) Unifdrur Static A.L- Pressilre TeMt, Loadnig pei FBC TAS 20M4 Vis ExhuM, - Lid- Par, scozp4ing �rith PVC-AAMA 3 .03-11-N-7-oluntary Specift tion T B. ESTS 1� 3) Water Resista=e Test� per FBC_ TAS 20 CW - (PV, Exterior Profiles` Vision E=Isiows� for Rigid Pojr,* odd one 4�) Large Missile InW.t Testperr'BC, TAS 2,01-94 5) Cvclic� Wind'Piressuft Liciladina per FlBC, 14L S 203-94 SO- ai with ulatked-up &aul and installation diagram of all PGT InduStrteS� JUL-. 8- Visircta Extrasiol L I d. Parvz c otizAynw with PVC -A_-UN1k 3 03 - 3 0 n, le, repre-sent ative units listed below and Tested t u- qualify Dow sit 7 91 and Dow sil 0 -83 silicani (Subin tied runhor X0.4 Xx 154J,00 05) preparedby Fenestration lesting, La toryThic,'YessIR ort&Nliv M-T-7807, PGT PIA155 20 PVC,'F')-xed Window (Onft 6, ii-A proposa4 dated,, 09;103,T 14 AJAI� 3 RMT ,,r- .3tion flar Rigid -Do I nlyl Ch1tvill - fP17CT1,111 E."te-not. 9' P`%7(`T'­;0 l ' 03-11, %Tcil W-v "M V 1- (1 r q" Proffies; for Vis" Ddrusions. 11AFcl,-:VFK'-1 by AAAIA fene- ion aitertaf %-iL-tf&- D" Qj7ALJTY,AS-51_&A_NCE 7 certffi tan pre� F'f L-.140-210-1.1. PGT SGD7 Shilding Glass- Door(unh in proposal) FTL-20- 2)107.Z,,PGTCA740 Alum- OutswingCasenal lklinl �unit S inpioposal) FTIT-1210- 10- Not -ice 011 ,%�:ice- arvi IM2 17,14- isaued to Ecil Feenestrax m1ft Solun, USAAM-, fbr E, _N�L-kTERLJVL CERTIFICATIONS . Cz I I (ul it R in proposar) and FTL-20-2107.4,, their �-Tan 30-16 & lighi, 1511:11(le 10101:1-11,like") Wifite Kigld PVC Lxteiior Extrmsions for ? L of'Ao:1i!11)lt aace Ift-.0.1 0-5.0. essitted to Kuraii Auvj,,kzw� llic� for their W'o a%A X\ > PGT PW7620A Akmnum Fixed I.Vindo,.v kw 10 inpropos4l dated07!1_1!M all 4wd lVindows, and Doors". expiring o_­ 0-LIMIT21 �Troskf&& Ultraclkar. Cill and Color. P kB Glass In tidyei`57 expiring an OV08,2 4- T� 0 and smW by Idahnis Ortega. P.E_ cceplance lu or JLJ­ Notice of A No� 15412-2.02 issued to Ewrgi Fearstration -S-ohitIML A� c- f AcTice of Acceptance .17408.02issuedroKurara) Arne"'M Inc- Por thez 0 "4-ya* -alas *��aw > CL their als -A-hite Miglid PN":C LJ(wior Extrit "tons for Windows and Door-;-,, expiri on 1, C _s pi jO4! 3 eXk TMg i(C lear and Mite) G Inter" iu "500, S 0_ C� CALCULlAnaNs FBC 7 011l"IN13_ NTT 5- ��oticeil,PfAccef:ota Limited for thm— '*Brown 'i 0 L Awbor verification calliculairious and struchurall analysk coinplying, wah Notice offkccep No- 20-020.',J)_1 issued M Energ; Fenestration Solution- USA. liac- for ared Mainted or Co. Latninateib N RW PV Exterior Extrusiol for Whi Edition (200) pe wid sealed b dared "r 0, prepared by utanufacr.-Areir. si d ly their -Broul & light shade cap coared White Rippi PVC Exterior Fxvusiii for arid Dool le,11MIR9 On 09,�30 �24� Glazing ASTM E1 Z, d -16. X Notke o Nli,,�1_181 I i" q� Liunted for illeirsenest complies with .1010-44. -09, -1 an "VE 100 Tan'M- andhUghti-i allades Rhgid Cellutiar YVC Exterior D. QUALITY MAI LkN CE 1E STATE'-NEENTS 11"'A'Dri fijrAVm.dows and Doors-7- on lYfiarrii-Dade Department of''Ptegulailory, arld Ecc�iltroitioic Re� TRE Rill: L. Statement letter of cor f,� to JaTed I's", nlarMl tula zl� �tild waled'b -N-Uff, P-E, STAIENMN F I J S < CL E ILALTEMLL C ERTIF IC AT IONS f indeplev reA 2. Star let -ter of no fin Ad i:.T.­esz aud a- Issues all nm- 1-dactwer. !Mateme-za ktTff Off cx�_omx_-_­e to FBC "I"I Edition (202fli dated 02/01.;2L issued by (1) 1. Notice of -Acceptance Nlo� W-050$5.02 rs%nsed to Kurarai America, Inc. forttietr 041,11IV270, si and cs&aled by Lvroa P-E gilea manube- sig ned nd sealed by, Aralbi Ly im Miller F Y) exi, n1g an -Trosi 111traciel and ("olot, PN­B Glam In &M il"_U�]�`l 311� Pdv�lte loat,�eldiiz k dolourall betv X',iI dal 0 a I I � k,: fttl I'Ll'- I and CGI Pfi,�,ale 1- ling Agretme-a-z dated C,131:1&21 t ind cz 37 L 7,0&24� invo pame& Rlt�_ an Wmdows awl tloovi I- simed by De -In K Ruzzk P.E_ 1-7-P. En beh& of co N o t ice of Atcept-atace N o 17-00 M. 0 issued t o K on i -, i i A we ri c a. Lh V� � f or t h L ---= '_$@u0--GW,`& �,Iass (Gear and Ii hired aTert"; expnMig on 0 G. OTHERS CL 1� Notice of Acceptance No- 18-110T6.10 is-:-avd, ro, VW*n Fixtrmi Lonited for thiev -2010 1714 f di do u andqpdatestoEBC - OTHERS -9 —0 Coated (Painted or Lamivatted) NkIll Ried PVC Exterior Inmsions, ex piring 04 C 1. Ihis N-Oz&_ r#vises & r4mews NOA# Z 429.05, (FLA iv `CGII exw, "14! for, Windows anti Doors". expiring on 0-9jP30,214m I F%EIRK Test propt,vs� a]194155 dated, li I 20a pLproved �)-.T!�- T b T,i -a-q L Chan P 1� le�-Iqpiria g IT. Me ctwewas_�7,ociatedPLTA �G! Me p:11-0204.0 Cz 4,, Notice cT.Acceptance N'o,, 111,M045,11-kssiat , tio Eum-&ionis 1.,�kgteil�l flzir their t 041114,C1 1 LIJ senim "VE 1000Tan 202 and lighter chades, (_NN on-NA-hirlin Rigid Cellulm- PVC Exterill Emnsions for Windows and Doorst'- e;mirl on 121'29M Unq L Oanah, PIE. L Chxrtth� F-E, Ishaq 1, Chnada. Pr ct Coacrr*l vait N.,,up+r%isvr __j product coam3lUilt $UpTerrisor _%rl. ZI-P10.41.0i NOA N� 21_0120;.03 ExpirationriDafe; Aprfi_14�20NE Ex-p-.-Y-31jou Da-M- April 1_1� Z026 z�prfl14,'_0!6 App r 01­1 ltrla te: Mareb 2"ZI, :011. App il I LVq it- XL1 rt� fa 5- 21b., I CL Er - E -4 SHEET NO. March 6, 2023 PA 1 .4 > MIAM10:)ADDE MIAMI-DADE COUINTY C:) I— (D 2 PRODIlf"T CONTROL SECTION Cast -Crete IJSA. LLC Cast -Crete LSA. LIA_' Cast -Crete, US-A&L,C 0 CL REPAT"ENTOFRE 1XI"ORY AND ECONOMIC Rf',SOURCES (RER) 1 180�5 SW 26 Streel, Room 208 70 WNW) AND CODY ADMINISTRATION DIVI ISION' Wkianii, Florida 3,3175-2474 T(786_3115-2590 F08,61315-2599 NOTICE OF ACCEPTAMNCE: E VI DEN CESU1JMI`1­I`FD EVIDENCE S11113MITTED NOTICE OF ACICEPTANCE: EVIDENCE SUBMITTED U') NOTICE OF ACCEPTANCE (,NOA)___. .vww.rniamidadc.gawrrc;nom C/) 1. EVIDENCE SUB-N-11TTE D UNDER, PREVIOUN APPROVAL #413-0605�04 1 EVIDENCE SUBMITTED TUNDER PREVIOUS APPROVAL 9 1 2-t-209.12 5. EVIDENCE ' SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.033 (D 0 -0 IL — Cast -Crete USA, LLC 024 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 q 0 — Seffner, 11orida 33584 1� Drawiikg A'o. F04612, titled "I'n cavi and Are �,fre,,:,sed Lintal Details", JuIe! 1 IF-L :1 � I I Drr,­,vin;,gNe), FD,16,14Z "Prec'-fisi ldllt�:�l shet!t 1 of 1 N`o_ P114612, litled "Prec,asrand Prestressi,N) LLinlet Deletils", sheet I coll" -0 EL 1 preparelft r, - 'by Craig, Pirrina P E., 24. 2003 andfirlro-ing No. L.T4_ `2, titled ", I� , ) P. E, ih ted,khirchr 24', 20013cind Drawirig,k'o, 4117 Hh"'211 Co - I ir 1, dated 031'-41'03 and'DrawitW No. LT4612, titled "I asi-C rete I' I, 61F & 12!rAr U) C13 -b > Scom': f 3, pre ed hy "Cast -Crew j 6" & 12-Lititel '�afe Land K=fhfe.� sbecis -1 t�gh 3 o 'I LT-11612, fitted "Cas.-Crete 4 � 6 12 " Lintel Sdk Load Tables". sheets I Lintel,54/eLoad Tables", sheets I through Qf3, lastrevisinn dated 06112114, all E 2 (D This NNOA is being issued under the appliCable rules and rc-gulations goveming the use of construction materials. Craig ParriflO� RE., datedMorcl 24, 2003 Azu revision daied-4pril 28. 200.3 buth fhrouOl 3 of'3, P-tronared by Craig Parrino, P.E., dated March 24 2003, last prepared. signed and seated hy Craig Parrino, A E., on OW9174. CIO C/) The documentation submitted has been reviewed and accepted by Miami -Dade Count- RER- Product Control y Section to lie used jnMiami Dade Crnint'y MoN�,ed by the Authorily lAaving Jurisdictic drenving Parrinn. PJ,�. ,s,— U rev la te d �VfajrCfl 11, 2 008, all si�,-ned andsealed ky Craig Parrii-io, P. E., on I ion c CTJ "02 C/) < and othell. areas �vhcr v� o n 13. 1 FS71's March 22, 2012, B. TESTS 6"&,. 12" Precasl CancreteLintels Filledand '11ESTS This N(-.)A shall not be valid after the expiration date stated kdow. The Miarni-Dade County Product Control Section (In Miami Dade County) arublor the AID (in areas other than Miarni Dade County) reserve the right a have Unfilled Is, total of (13) coi�crele liniel lipecitnens, per ASTM E--529- 9-1- Prepared by Apphea Research Labor F. Reporz No 30404A dalea', l0i'03, signed at I g ind B_ C. CALCULATIONS Calculalinns for Cast -Crete Litliels- dated 0811"014, pages 14, 101 through 14-236, 70! this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed ky Christopher A, 1-1caton P, E, C. CALCUIATIONS Prepared by Craig Pwrino, P K , signed and sealed ky Craig Parrino, P. E. acceptO martrier, the manufactrwer will incur the expense of such testing arid the AHJ may iminediately Tcvo�-e, modiAr, or suspend the use of sudr jacrduct c)r rraftcrial wilhirl d,Wirji3Osdi�6on, this acceptance, if it is deteanined by Milulli-ri".)ade ('.lount�,, Product (`�,roatrol Secti�on rhatillis jin�xluct 01' fflattTikkl C'. CA,L( '111111,11-kTIONS 1. (."aicuLationsfi),r CaSI-Crete Zjnlc/�, dated Oj/,29/03, 207p(wes_ nrepared b-11 C-o� 1, Xone D, QUALITY ASSURANCE D, QUALITN" RAN Ck�i Resources(RE& falls to meet the requirements of the applicable builditig code Pei rrino, P_ E s igned and sezzled by Cruz Parrin o.. P. E_ 1. By jUbaini-Dade Counzy Diparlineni e�fPernfitfing, EnVirollanlent, and Rejzulator�yAffairs .4� Calcuianons-k-tr Cast -Crew UwL Is, dated 05a9103, 140pages, prepared hy Cra�g E. MATERIAL CERTIFICATION This product is approved as described herein, and has beemn designed to comply with the High Velocity Hu mficalle Parrina. P.E., signedandsealealby Craig Parrino, P_E, E. MATERIAL CERTIFICATIONS 1, None. Zone of the Florida Building Code. DIISCRWI 1(")N: ( CasIA"retle) 4" 6" & 12"Aligh Strength Precast atol Prestressed Concrete Lintels Te M N1, VVERUkL, CERTI I;` CAIJ( N. 1, None- E. OTHER APPROVAL DOCUAILNT: DrwovingNoI FD401? tilled "Ilrecast and Prc-strcssed Lintel Details", sheet I off, L hine Mude Precast 'inlets re�,Jsvdon 04�1� 1, F. OTHER 1, Letter -'ast -S44 1, ftom C -Crete 1_1 nc., daled OW19420,14, signed and sealed by Craig z prepared by Craig Parrmo-, P.E., dated March 24, 2003 and Drawing No- LT4-0512, titled "CasvCrete 4", 6" & 12" 2002. 1� Letter 1� m Cast-Crere Corporation dated Februwy 03, 2012, sigried and sealed Parrino, P. E.. certifying compliance with the Florida Building Code, 2014 Edition. I Lintel Safe Load TableN­. sheets I through 3 of 3, prepared by Craig Parrino, P.E, dated March 24,2003, last 2. Cast-Crewc_AtalitySystemlib i,�71f,.)rPres&t��.UedProdttctsdat-pd2002. . , Parrino. RE., certifyingcornpliance -K-,ith. thwe Florida Building Code, '010 ky Craig , i revision dated June 12. 2014, all signed and sealed by Cra-Jg Parrino, P, E, on January 22- 1-0 19, a l � boarim-, tbe ikfimii-Dade County Product Control Revisi���n stanip with lite Nr�oicc ol'AccqAaucV manber and the exr)IM11011 1ITTED UNDEF, PREVIOUS APPRO 08-0120X19 �2. EVIDENCE SUBN VAL 4 6. EVIDENCE SUBMITTED UNTER PREVIOUS APPROVAL # 17-082 1,18 IN. D RAWINGS date- h-v tht, Miami-Dadr,* Counry� product Control Section. A. DRAWINGS 4. EVIDENCE SUBMIrFED UNDER PREVIOUS APPROVA.I., 0.13-0321 X 1, None. z MISSILE IWACT RATING: Large and Small Missile Impact Resistant I DraAing No FC1461Z titled "Recast and Presieessed Liniel Delails", shert I q/ J� A DRAWINGS LABELING: Each fifflcl shall bear a permanent label with the manufiacturer's name or logo and the Miami -Dade prepared hy Craig Parrino, P__F_ dated March 4`4_ '41003 and Dronving LT40=44 tided L None. B. TESTS Counh-- logo� "Cost -Crete =;;-'= 6" & 12 P'Liniel.`qfe Load Tahles", sheels through 3 of 3 prepared bY, (,rai Parrinn. P,E,:, thiri,-uliklarch ?4, 2003- Insi revivion dotea"Ali2rrh 11, 9 13. 1 11s"I'S L Xone. RYNTEWAL be has been filedandthere has been, W of this'N't-Mshati considered after a renewal, oliplication no C. CALCJ lL,kTIONS change in the applicable building code negatively af n.- the Performance (Afthis product, B. TESTS 1. None J, Akme. TERMINATION of this NOA will occur after the expiration date or ifthere has been arevision or chan— in the materials. use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C_ CALCULATIONS I Alone, D. QUALITY ASSURANCE product- for sales, advertising or any other purposes shall automal ically teminate this NOA_ Failu re to comply with C� CALCULATIONS y Mami-Dade Couno; Depwiment of Regulaturv- and Economic Resources (T?ERi- B mi any section afthis N0A shall be causefor termination and removal of NOA. 1. Ntlne. II� Q, 1, 1.4 ITY ASIS I �'J;L4_N(J�' fl� MAT R,, Af, CERT1F1(`,k`1'IONS E, 1 ADVERTTSEMFNT.� '17he NOA number preceded by the words Milton- Dade Count�,,, Flori d Px, and fol loNved by M QUALITY iVSSURANCE I,, 1�y Miaitfi-Dade County Depariniew qfRegulalary and Ezononlic Resi! �urces �`Rh"R),, '1111" 1. 1, None. the expiration date may be displayed in advertising literatare. Ifany portion of the NOA is displayed, then it sWl or e fice. e�l be done in its entiretv- E. MATERL,"L CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall he provided to the usa by the manufacturer or its distributors and E� NNIALTERIAL CERTIFICATIONS 1� None- J� Compliance Letter withihe Fltirida Building Code, 201 Fdition, issued by Cast - shall be available for inspection at thejob site atthe request of the Building Offi,cial. 1. None. Crele USA, Inc. chzied'08,108/1 7, signed & sealed ky Craig Parrino, R K This NOA revises, NOA # 19-0130,14 and consists ofthis page 1, evidence subitiitted pages B. 1, E-3, E-4 and J 2 4 1 E-5 as well as approval document mentioned above. P.L, M.S. Makar,.P.E.. M.S. - The submitted docurnentation was reviewed by Helmy A. Makar, P.E., M.S. Z�A�Imy'A. Product Control Section Supervisor einly A. Procruct Control Section Super --visor C:DeVelmy A. Ma r. PY,_�WK Product Control Section Supervisor #c,_4 NOA No, 20-0630J5 NOA No. 20-0630,15 NOA No� 20-06311.15 NOA No. 20-06M.15 Exphration Date: ("Oitl 1/2023 Expiration Date; 09111/2023 Expiration Datc� 0911112023 Expiration Date: W)/11/2023 Approval Date: 92) D;Ate� 08/2QQ020 Approval Maw 0Xf2p/Z(lN1) Page I E - I E - 3 Cast -Crete US.A. LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE� EVIDENCE SUBNHTTED NOTICE OF ACCEPTANCE: EX-IDENCE SUB-N-11TTED 7. EN'L IDENCE SUBMITTED UNDER PREVJ(.)US APPROVAL # 18-0424.04 9� NEW EVIDENCE SIAIMITTIA) A� DR.AWINGS A. DR.AWINGS 1, None, I,. NO)M R. TESTS. B. TESTS L N�iwie, 11 � "'N'lone. C. CALCULATIONS C. CALCULATIONS L None. I . Alone. D_ QUALITY ASSURANCE D, QUA_LJTV ASSURANCE 1. By 1-liatiti-Dade Coun�y 1'141�eirltnent e� Regtohztrl?'��' and Resourves (REM, 4( J� qI"Peguialury ond Ectwomic Eescilurces j,"flil-R) E. MATE, RIAL CERTIFICATIONS E. IMATTRIAL CERTIFICIATIONS 1, Alone. F. OT1_1ER Letter KIith the Florida Building Code, 201 �7 Edition- issued by Cost K OTHER 1� ompliance Letter 01h Ille F7orideu, Buildin�,i�- by t','(.lsl­ 7, raig -arrino, Inc, . dated 08108/1' - signed rl�,, seated by C ' P P. E ­�vit lltn-)�,jji Cz & EVIDENCE SUBMITTED UNDER PRE VIOUS APPROVAL # 19-0130.14 2- Compli nce Letter �vif.h the F-T)rida Building Code, 2020 Edition, issued hy, Cast- Crete b Inc. dated 096,"1 14'�`O, signed seated �v Cra� Parrino. F. E IS, > A� DRAWINGS , 0 ll� Drao:,ing,No. FD4612, titled "Precast and Prestressed Lintel DutaMs ", xhe,� el of' > 1, pr('Pared by Craig Parrino), P,,L_ ckitil!1d March 24, 2003 47plu'l DrmsJ,ng,1%10, NSS%S k 0je4 LT4612. titled "C"ast-Crele 4 60'e< 12 "' Lintel SoIfi, Load T -ibies ", sheets I wa aj\4 Q M�keke thrcugh 3 of 13'. prepared by CraLe Parrino, R E., datedMarch 2 4 -, 2003, last \AWN co lat � revision dated June 12' 2014. ail, sic -tied and sealed b Craig,'-arrino, P. E_ an Vy e \4*0\ �,ka\M ?�191 0 _Ianvaq 22, 2019 '01 1�sb ,B. TESTS 0 1. N�me, L_ CL C. CALCULATIONS 1. 1votw. D. QUALITY ASSLI1,40CE Cz co L By Miami -Dade Cowity Department of Regulalo?y and Economic Resources (RER). E. MATERIAL CE RTIFICATIONS < L n F_ 1. Article of Conversion -for a narne change. , f W LU r,*e6y A. Maker, FIX, M.S. Makar. FX,,!NLS, Product Control Section Supervisor 'Pro 11cl Control SketionSupersisor NOA No. 20-0630-15 NOA No� 20-06341,15 Expiration Date- 09/1 V2023 Fx�iiration Date: 0911112023 < Approval Date: 08/20/2020 Approval Date� (11-t-12012020 F-4 E - 5 SHEET NO, March 6, 2023 PA 1.5 -1 --:-L— I VVATT144 A - TTLI-IT M, F. E � -,"I"', --- ---------- "`% - /T' — r --Fq C Z I o L_\ TILLIT ItS'r]NG I EM'114!t!PAIN'G COMPIANY PRODUCT EVALUATION KPORT REPDXI'll 20-0728.01 DATE: July 28, 20,L20 PRODUCT CATEGORY. Shutters PRODUCT $UG-CATSGORY.- S"arron Panels ­_ n=�5�1=, FL - - U-9- WRI PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 91i"Prollaction Pr_adUct%AJX__ 4800 S.WN 51 Streil Davis, Rokda33314 - . __0SE OF -WALUATION. This is a Product Evaluation Report Issued by Waker X TININ Jr, P.E. (Sysairm ID # 1906) to the Global Protection Products, Lll Rule Chapter No. 6IG20.3, Method 10 of the Florida Department of Business and Prollessional Regulation. This prodil is being Issued an Evaluation Report as described hisroin, and has been verified for coFirtilpFliance In accordance with the 2020 Seventh Edition of trA , Florida Building Code, and to vetifythat the Product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case at a Building Code change ftt may affect ft Itionflations and conditions 1-U-MEW-E-mmin- EQ. Z.IUCTEVALUARON DOCUMENT (P_9.0,� Drawing No. 2D-176, filled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Titteco, Inc-: signed and seaftiM by Waiter A� TlilitoN JrN,, P;E., dated 07,12812020, This drawing is an integral part 71 It, Evaluation Report, t I 11pn", "oe"'I"217 Th , ­ -" - .-.,/,­& .ii- - .. It .,01- - - �; al .,* R,,NRC,E14 " " Re - _', .�;��7!! I_ - 2 .. �* ", Sp N -,_---- -Ot­�al -, &_ ' � ­ 1,__­,­ - , ��` P40,44167 ',I - I � " ­ L = *; � ' r _V:;'�VO�jl _� �*, :* � � � --- ­' r, ­._1 S ___� I- ___ j:R Vn� -N ­"L_­1l7 :R' F"­ � , 0, , .,I, . ' , , s�'� , ,,I ,,r , � "'L rE, - AS, �4­­, etj4ta' "�- fe, 0 ,� � sl - N L I N ,,S - 0_ W - -,* ­ 6355 NX 36th Strect, SNII 305, Mioul Florida 1-3166 - PhrizLe: (3051871-153 ,��jt � �05 A . It flo- KKAL"IX(M-92201a, au-11(toifflial 2 ,,, NeNN,2.T_E_,,;:rRf POFITS� Largen,lestials frnpaol ar d fatigue land tests viel perfanned urder Protocols r,sIS lm� ��51.203ae.DerlsectiaMI626of,4t�eFlar,'r,'-aBuildir-.gCode. Liniformstam loads . a- ac per TAS.202 Protocol. Test ­FEoEj,j prepared by Hurricane Engineering & � T lasting, 1-ir.,r,!�:.;�r�o-�-�496-569rtatedQ8il,',;.411��l,',)6,49!5-570dptPU60911RI";I�,l�,���,I 4ile.-T30-da*I5�7LJ�]l!Dt2C--.11G,96,al!��-4�esslg,t-�P7:1-,4�"�,Ll!s�.,,-.,24-,d byHoctorM,Maulf1m, P 'Testing Labe story,, Inc, reports # 203'22dated'041611998 a d ,E, Fe4eedirl ITITO . an # 2126 dated 10/45,"di witneseed by Gilbert Diamond. P.E, and Report No 021 9.01 -09 date d loetarch 4, 2009. sIg nod, -are sep �od by III u nee Lairg a asp,&I P�E� and Fo:rc­o Haltom- P.E. � F - - Tencile test o--c-ort hict. 121CM-197 by QC faictriuvrgicod, Inc, dated March i-. 1009, ' sjuned and SaGaled t)y rrank Gnift RE 11-STRUCTURAL ENGINEERIJI CAL-_UL6D_QM On 20 Gage Gatvalrfired Steel Stol Pnnol for rnax,irnarripartel toogth,ea, design , Rvirid ir.ilil ieS wall as m.axiftinuirin dref.FITile" Spoleto ol do,dagin wfnd oad and poll 'I :1 __ __ ist-ath bas- -n rational and comparabotoo araly-ins. and nd acaordancl vdilh On section 16 I 6 of the Florida Building Code. Cialculat, & Is prepared by Titteco, hnr_ nated 11 IV3 8 and Ontil 2JI 5, si prison and seared by Wader A, Til [it; J r, P E, 3. Mta$]LUlgiPACT RF=8lajjl L8 --- e misell -0 Impact Under section 162d 01[ the locer da Building Code, -s per V -1 - � TAS ii,01 Protocol. 4. MND LOADS __ RS � I M NC, E ; 20 Gage Gaivarelzal Steel Storm Pane. has been verified to SLAStair wind I � ,5$"Pl . kfa��IIJJI pl� artse f".,nN Ilth thai lie as Inc�,�ca,l�cid,���l:shr*4�t5,01I 101, I4, 19, NRF 19. 215 nl�d,26 cil,2sl F1111II)dUct EvIrilivalliceri Document (Fl_Cz.D,), drawfing No. 113.1,76, loadonurn Anchor Sparning Fitvall be as Indicated on sheets 8, 9t 10, I 1, .. I . ��_ ! � I 5,17, 15 19, 20 om and 2Q of 26, of Product 11--fluation Occurnent (131.0A 14 = - draming No- 204714I a I A N IS 1 A L LAT IQ IN-1 � fN I . , Installation shall bez perlformed � rictly In accordance th deta is indicated on sheets 3thn.F 7, 10ihfu 20, 22,, Z alid�'claf2�?j,i��il�ProiJ�w�4'����r-'�,�F.i�La�'jonf.)�'ic,i,;ki,i�:���r�t I,.P,rf­lI fit AsIlrig No, ;2fl�o I'lloti, eNfEl�oIJUM SrisI�Ilaroflcin! fo!� ,glags al'eldfl be a's Indicated Non sheats. & 14N 16,26 and 26of 28, of Product Evaluaron Docament (P.E.D.), ddrawl No. 20-176. , ,00tojllll�V�LIIRRO ,Rl , ,,,,�Vl P, T11,11. re" - �­­." I$ _bc­'�, � - - __ `�_Z:!E,� ,Xr�E ,5�--�� I - , - - _-, - c - � .. Z� __ )r,--' - - -t-,__� � t� � ,�,= -, - �� NN`,�� �'r­e­ -4.0--_4 1 �7 o� � - � I -,.- ,, ­ 4 � A 49 -;-7/_e_,,i4&Ni,_� - �, `k i IQ ­ '' - �2 - - : : S / / !� -- STATI OF ,-Ct Z I I- =_. � RS11 I It, "k, Z ,I,, q�, "? ci,�Io�i �", " ,,, , , " �, �. 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Ell I � I I i � � , jif, I L,No_.N__,NN .... a . .... � ..... � .. . . ___.L.-.". I - I III jt� - __,___­"­`_ � i 4 !-�,�,,Se- . � i I � � 1. 0 E � t�..$LZMO I I W=I -z 0 . � r I A", � 0-1 ;� . - �,,r Fox - - 1 TOP & ee=� t4c�INTMC5 C,Nf 131 . N ':_/ , - I, clIFIR'"'.114ILIRE, i Wt EL , 0, COMISNINIM IFE. ANY Alto, 1Nj Sr"T ,el . I Ii jl� ,�Nt`* '­11, - � * , � ,�jll .'. j`& E'�NYEE NNSTRE!LATtot� _1� I - - , �c& _1`­1NN1,,NN­ ....... .. . . _- - - ,­ � ____ - , ,V- 11 - � -,I, ,��, 1� F�_,_,� _71 � L'�, I - , 7 NO' , , 7�77_� - I i,, I-E, , . 1- , �,� ,, 9L,%" rwS %��% `XFMrO F""'Al I I _� Z- .* ­ A' � L' 0MA flU4LDlf4G COU (Il V--I H.rth�fte , — Fic"RolI " � . EQUIRED. -31.1 - ­ ' _` - 112W W-Ul. 'I - .. RT I __ "F_7r6'7 � = ! " - irl" - A of * ,; = _W:ooere ,w�_TIFI :,r � F * . R 1 20 WE GAIVANUIED STEEL VON PARNEL Fo T S �-1 i S,t0-totede On �A Z, ,,� '.. ,2 * :_ 11 ­­ ­._­,,­N, '' , , - ­­­­­ ­ ­ ­­ ­.. - ­1 - , . -to., TATE t�I Sc I I V,ar, 0 7reoRTON, Rij I I Ir I ,-- Z. LN GLOBAL PROTECTION PRODUCTF, U.C.. I On t_ '-�­ -,� , .� 1, . It I T_ 15 "li 6119 E1,2QR_MQU_N11KQ ,��., `J111P,,*-­,,-r_K____I 111 LTE C -0. , spffrf A, ts - ___F / i ��`N` � � ___ "' , 'l . :6'_ -_ TII M11"I & Z �IKEFRVN`D C�_, : CtR`­_ 11 =I I I ""nonl - - E7;2 _."N,N - �,_ __ I �i � — I 2I � I 1VSoN)6K­ I- EWo­___T I. .­ ��­­,.__­_NN _ -W ,4INNNL I =. SOAR C jR1%-N R . " - � . ,� �, - - RIMIRIi,eillooll �,` ,1,o 1--l- ,�Q 9 — 7'.. I - � � — - -, ,5e., 1-4wi! � 4, lVi!Al'��R-!A,L.-CtiA!RAC�T-F.R,1,5.TICS AND SPECINGAT)OMS, She$ be strictly In accordancerefth General Notes and Compo cents indicated on sheoloJ 1, 2 and 22 of 26, of Product Evaluation Document ( P_ E, D. �, drawl ing No.'20-176. Anchor specIflications shall be as Indicated op sr.eels 1, 7 and 21 of 29N, O f Product Etraluallorm Dociumicrtt �P,E,D.). draverng No, 20-17A, ff������ ' ,-I��.,)'I'iagb--s�i,�QhYjr�comp�4Eui;:A-yv,ftt,G,5ner�iliNc,tesNo 1,81hrul4jndloatad I -_ an s1keet 1 of 26, as well as General Notes # 1 -mru 4 and I 1 l 16, -dicated on s� eet 21 of 26 of Prcxl�d,t EveluaRjon, loacl,irnerit ILP, E, D.), drawing 11,10.20-176 preponecel b, nheco, lrti:I� and Pjqne�f and sealled by"Wafter Ar Tifirt, N ... Iir, F-I y - I , T2. N reduct may co instailed - 1I HIGH VELOCITY HURRICANE ZONES as defin,A on section 1 621)� 2 of Tie Fb ride $ixiding Codia. 7,3, _�`roduct shafl only be Installed Into poured covcretil concrute block, arid wooc frarne s-!�l Prod ,Ict Evaluation Report prepared by Waneil TIM, Jr_ P�ll (Horida LK:Nliame ' 1,11to , W� 1- -'-Il�f-,',Presi,jentofTiltem'�-ir,.(Fig,-TdaCA,00%719), "I'lleemstINIFe"," - ,�"N,5,"�k I4, J�I �ri, "',I N_ ...... �> �-� - '. ,/ S, $Nil .�� Elli!l -,. 5P w-- _V�1` RRI ..N. I I ­­ Z : . ill -, ��_,_ __N� ' -_ __��iIo. 4 4 I 5 7 ` I I . - � - - _��_ , - 41, �*= __ - ZI E - . - 1* 1, -, , � , :_ ._��A- ST,4:1-- 'o-F ..,�; f , - _��� ilik !iI �� 1'4()uoon� �'��,,,�'*`110- o,,-ro,­, ,, e"'N"Cl q ,%;,�YIOK-�,.'� oe,,,�,�e" YEAMIL . ' ,) I T!l� `FCP --ll REC-0NIRDS R.P. F� RNFFORT OON SLOnAl, ree4e,ol-ECTI10rd Pettlo,,lcvs, ELI c,Nr,,r- GNTA VAR414ni -TI0W5VTCeFWLPAJ*FV DRVINCZNTP�T FIbegElIcco 6 2MMABS,l . �.-.�111.11'..,.,-"",—",�,����,,�,,������,,���11,11"I I'llool ����i=:�:,L"�����i��.����"lm%�imilHimillulm�I �/ I "'I - Z , E C 01 INC � �c� = = T11-1 jor TLVIMNO ir R R_ ii-apANY - __­ --- - ----- I --�-----.--..,--.-.-.--.-.--.-..-----.--,.� ­ WALIT-11A TlUTT. jij,;�E. �Fh__l - - �,,EI own, r"DUCT FIVALVA 10-N REPO ,� - _'R M NNZ 2�,';�� -, 4t -_ I I ` LLN,t,11t, �� �,,I � REPORT NON,: 20-0727,02 DATE: July 27, 21020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY, Storm Panels PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: 014-6I roptersilaril PmOuots . � L Lic 48DO50, 51 Street Elznrie, Flori .33314 EURIP . lill OF EY-ALUAROR This is a Product Evaluation Report issued by Walter A� T11114, Jr, VE. (Systeni 10 # 1,306) to the Global Protection Products, LLC, Rule Chapter No. 611 G20-3, Method I D of the Florida Department of Business and Professional Regulation, This product is being issued an EovalualfLen Red jrl as dosontil bereire, and has been verified fee compflancra in al,x,ordance! with the 2020 Sovorith Edition at file Fbddn Building Code, and to verify that the product is forthe purpose intended at least equivalent to that required by the Code. Th�s Product Evaluation Report shall l�s IOUbNiect to (he ) ., . loof�: w and reAsion �n casn cr a Building Code change that may affect its rimital and conditions Z_EVIDENI WSM.ITT . _-M 2t',L=PRW1JICT "INALUAMN DOpUYIENT jP,E_DJ " DrawitigNo.20-4775, ti9ed'24 GAGE GALVANIZED STEELSTOkM PANEU, sheets I thru I8 of 18 prepared by Tifteco, Inil signed arid -sealed by Walter A. Tillit, jr., P.E,,� dated (37127/2020. Th�s drawing �s an inteR�Ort�!Oiikihls , , Evaluation Report, ,,,I�t � Ql"N" .,NF,, ..­­', �>­�,, ,;�- , , - , ,/ �N � I _­ 4�_tr --`-,�\lZ,ENS,,N`*_,':�',_� - , - -� � 5_._._1r._,;;Z_� I �, I I - , INI _ ' - - ­,!I�: I .__ �,, - , 1 I - fhj:7 if oll 1 67 'Ni ��T ': 14L.4',�, i * I , 'JI -too, '3- * , . - I - a -'- STATE OF i . !, -P -. 42;, , 1�� , . _,- ;:t !f-�,C,'�.% "'CvP, . "' , - � I " r" , I �qw-t 635� NtW 36tb SNT,ril 6'rehe 305, Miami, Bell 33166 - Phoue� (30) 87] 413&,iiii , , , 1:'� �" 11"Jt"Nittfon", ' ,OMPONENTa- FOR REGULAR a LIFE SAFCTY 1110�R � __ � �S;C.Rkl 1/�=T_ , - - I � i-i � - . � TeCe'lle, ,IN,: ­1 - - I � E, Neer'" - 0RI loolel"o � - I -_ --- i­� .rr'-f N4". .- �e I IN I I � - � !�A - - - � �,, - i - I &�Il __ -1 X-1- - - ". -_ , ��. � , -1 --- � cl � : , I r � ' I I I - I 35!, - - D 0 - � � W N� --t+IIA - - 1�1 - [" -L�- - "I'-=-, 7 � - j �­­r­ � - __ � � . 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CASE E iplAkfil) � - � � -,-- N F smc --/ I 6- i - ,j ,�,,Ee 51CINOTT,�­ ONT - I ­)", I L=_p � ... . .. a !I- T - - RI, __ , _Te�lje III :1 �L� �_N ON I I � ­-A.11 �,T , . �r.l 7='F��­­ --- j � - ;� I , �_ � R D+ �E,Nelol I 'e, . L - �, __ P-14 i __ SVI ": -, c Z , 'IT I - - ��;oj - � Z4 11 LYRS �­ I .Ro' 1 __1I � _�,N,l _"F..__._ - �Nl FIL � � _t. � � . - - 4-L4 �e_ - � 1 � . Fi,oarv, oulwRilic cQDE (ildint RINI Hull-ricorte 70n. , N_ NEI - iotoolooll - Z ,- - 1, . Q�= ","0111 - � 1 II lw�o�' 1 _2 � j I Ron- � . �­ R NFIT N, cC"Vom Sill � I I ,M GACE sid,'JAPNI STEIEL SrOrIA r­400 , ,,, II Iqu II , , KNII R T, I � S i I X10, _3011[AK_Ac_K � -k � I � - �, I II ' --'- ­­ ­ I - - L "" ­­­ -- ­1 ," ,1­ ---- ;,; - - - , , wAlt 10IN-­ , � I1NR4--------­ . I ,-,--­­­,----­_'_ U-)BAL PROTECIlON Primus, Lx-FeNoTel eq, .1 _ , le I - , - - 11 j 3, -_ r allc - -UP , v I^ Gk = C 0 `� � � �.� - , `11`1�[L FO tt� " ' - ''' 71 M Wool- _[H - , - - "' - � �, � - _­ 1 n_�x u- ,FT a wo,t,itcml �N,,tRy 1 ec, rL Ya��,� I 20-17-5 - -R _`_ ____ ' 9 __ Il - � � � � �__ I �Vitt[ v,i� -,V,k��, ,­ tt�N,NEMF-6�" _____ I "_ i3NENF�­_ - 7--1.1 __ -E I INN 1 r_1 �o-W t $ 11. n. - T=- TI-. K­ w, __ RI ot oo� W. NNF, rc- �_ R ' - I ­!�` 4---­1 IL , - _ ,::� � i FTAIN- No, 0 "'llt, � � - I - �W­7__ -, � I -� I'll A 4e Net , 7 �111!11M� ftw-,,Ijv,t014:ls-i toncon toncon tonesm toncon toncon - - toncon - 9191J.941-REFORM Lame rnisalle frnPad ioad tests were parfortned under SSTD 12-91) starl as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8,3, per ASTM E-330. Test reports prepared bvAmedQan Testing Lab of South Florida, Report # 0814.01-01 dated OW1 V02 witnessod by William R. Metiner, P.E., 6ori7 Morouz, PIE, and Henry Hattern, P,E, and Report No� . D219.01-09, dated February 25, 2009, signed and eealed by Edmundo Lamaospeda� P.E, and Henry Hattern, P,E- Large missile impact and cyclic JoAtTings per Protq,colsTAS 201 & 203 aspersia0lon 1609.1.2 clothe Florida Building Code. Test Report prepared by American'Tassfing Lab 40" South Florida, Report No. 1,123.01-10, dated NovemboaN 2010, signed and sealed by,lullic I - Gonzalez, P,E. Tensile test report No. OCM-1,98 fEy tOr- ivelatfurgical, Inc- dated March 13, 20% signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as Per QC Metallurgical Report No, I GKM-13NIS. dated December 1, 201 0 signed and scatedby Jerry J ublofari RE, as per AStN1 E-8. 2.'-ISTRUCTURRAL 9NOVEEMMAC-A-LACULATIl On 24 Gage Garovartrizaa Steel S'ztonon Panel for maximum panel length vs. desig n wind kad, as wall as maximum anchor spacing vs. design wind load and panel length based on national and cornparative analysis, aintl in accordance with I section 1604 of the Florida Building Code� Calculations Preparad by Tilteco, Inc., -Jared 1211 811 0 and 05127113 (for this revision), signed and seated by Walter A. TIIIn,Jr, P.F, 1 MISME IMPACT RESISTANCE: Large missile Impact under see -bon 161I of the Florida Building Code, as per , $87D 12-99 Standard and TAS 201 - 4,_MDU0AQS._RE%S1ANI �24 Gage GalIvanizer.1 ,Steel Storm Parm has been vw"Ifiod to susi,tain wind Pressures, Maximum panef length shall be as indicated on sheets 3, 0, 10, I 1, 12 and 17 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, -1 1, 13 thru 16 and 18 of I 8,of Product Evaluation Document (P. E.D.), drawing No, 20-f 76. 24 Gage Galvanized Steel Storm Panel has been verified for code complianGe to vital as a tion-porous storm shutter assembly. as per SISTID 12-99 Standard, ZW"1L2JA(1ALlf1Aa II PAN &KN9. _14-til I 15��MMLAI Installation shall be performed strictly in accordance with details indicated ON sheets 3 thru 8, 12 thru I 8 of I S. of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheels 3, I 131, 14, 15, 18, and 18 of 18, of Product Evaluation Document (P,E-[),), drawing No. 20-176. tMATERIAL, CHARACTE .M-T,IC$,AN-Q.APECIFI,CATIQ,14.a�, Shall: be strictly in accordame with General Notes and Components indicates on '" shalti and 2 of 1 8, of Product Evaluation Document �P,E.D 1. drawing No, 20-175. Anchor specifications shall be as Indicated on isfol of 1:8, of product Evaluation Document (P.E.D.), drawing No. 20-175. 15AMIRVIK-Al 11 �L11E#M1M1AIZj0[KaF�._j7 - 7NI � Shall be strictly In compliarril with Gen ti Notles No- 1, 6 thru 1-1, indicated on sheet I of 1 8 of Product Evaluation 'Document �P.E, II drawing No. 20-175 prepargel by Tilteco. Inc. and signed and seated by Walter A, 711111, Jr_ RF� 7,2, Product shall not' be Installed within HIGH VELOCITY HURRICANE ZONES as ciefirroad ion section 16202 of the- Florida Building Code, 7 y � -1 Produc` shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report Prepared by 1011,lathar A. T1111t, Jr, P.E. (Florlds Licerm No. 4416 77), President of TI kell Inc. (Randa CA-0006719), `0MATILL OnTILTECO ADMIGN RECORDR3 t ? E. 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GLOBAL PROTEC70M PRODUCTS, LLrJ IIg auap-om. Air C4, uu=on_!E� & 4�?o wmmu wisguo (ZA 3 Ali INSTAL DETAILS F9R REGULAR PAINEL,j MjQ.._P0QKQ_(;,QNiQRET-__,QR CONI OCK aT CTUR tLWIRETE scrEDI SANTINI Pry WWRFT lj Ifig 1/4, WKIE111,PLE ON 1.31 IIFOR SFNPCFFl IITo ITIum FD CLASS SM Col T-r) sr,m 3) III(WE SCIFEVUlE Iill i Iw TC MASS. SEE SOHEDUj D, ION SHE'ET 41 1 OF L, , r' � , - P T 'c I I 7 IFWiLl I Fil 77 I6 ��LTE Kul PIMPREZ ITFLA EF I RMARM. CDWRM 204EDULE LONIO ALWIN"A" F n� - 2 1/2- 0 (5j-_ TASLE ii N Srluls scal :MDE I ifich Iiii-al Hwit-rivaim Zorl I I. - F-Em Z TOP * earfm ESHEE733 10) Q01PASNIED IN Al WALM" Ki SUFF FAW YAXIMUM o.I/I 3/4, 4/5, 5/5 6/5 MAXAWL I wI -.W/6. 3w/`­ AW/7 IID-1i _)w o Ty- _T_ T Immi dQ0_1E_1 LAI M.J, 4 T IMAX MU PANEL LNGTH MAYIMUM PANEL LEMGTH IIIII... ......... IIIIIIt t IIIIL IA IIIIIllIIILIIIIIIIIIIIIll4' IIIIIm IIIW/6 2W/6, 4W/7 IISTORM ELEVA�T_ll RE I FOUR A PAIII I......... . I SFUM !7- II ..... . ... .. I'TOP TOM OFI IIIIII IIIiIE I �Tf N �A- -A IIIWAI rIol LEN�l As." DE'ICA, PANEL ILLNGPI, is rotiI IT I5,C wFIFEDFirs mu,ft rop &NO -Avilit tENil m ICIA OJ ��l di I 11 AC_llF N UAI, -3vt WILDING COI ',l Wilih Vek,i;iry ZoMb FLORM % 24 GAGf OiluICANI mmm pi IIIIII 101 I INSTAL IL5�_FQR RrUGULAR PANEL if IIIIIIIIIIIIIII I IIIIII 01-1 3) OFFuPW 'Ejr� OR 1FANI ALAN C, llIIIMRM )l W/- seg� IIFill U!��4-AL�. IIlnI4 hem ii Flt a LF:sMPC­,_ ,Cl� woo- Amclokz; Fil oa T is[! FrFz0q;LE .r rF:NIiFwF,Oi IFFLOFFICYPI APE C­. IitIWSTAI FIZAF AFXR PAkl W 5-m IAAMMA lJOK IO'APOIN LOWMill ,PAA 5 OF EM—M iillFOR wm 20PI-_ III m"FIFFOLF VAPI FILL mi J�P FISTIL.) Ny OiPi,l Pry, VIPPEI P,-ME IE --On 4 WE CALAWIED SM] lUORU PANEL IDil E I OI II2 AI Iml�ml -fl jTviLPN NO 2, W1 Ir . . .. .. .......... ... ...... .... 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I,,)- ­­ __- I it 9 I :is a .. �m I,-7, ��_,-xm +11 �L5-d� 1B a .!'!L .li llu 5 ! 3t9 x r, rA ,' -1._ LLif Alt rl."­�Wbl,< 5, .2 iir 5- 49 - tLr,1' M-1 �! �iLi [�s "AE i5i - ,I I , _ �2 � rjIt� . r, r ; rl ,I- I ",I . ,-so- 4A a;IL , � - � [i - � 4l� ­ , iF;,- -- -- _ ", - .. --- ,F io�l � T � ;;;;,;�;�;` ANCHOR I'lliessimer �7",Y,rl ­_ "' ­" '" " , (FIC 11;]I:F,j,�L-,­a --ir, . , , ___- I-— .­ ..­­ I law-111. _­7 ��n+iupi� I'li, 50 --- ,I Qwtm �1 = r�l 1. caux � cy ,Xf cl Ca wo � C-I, �z ci -, - I Er", , ,1 Emakit, �,,AT IIiI A�V 17Til- 111 : tFiF ��I5B"�t4IUlo" �� DI"�57 §Wffi12,R, We ,i;Fr �'. ,r ]v 14 ,F­ ; o1-�,�` -A - A , 111,, , '", -It VA U�5� �i,'� I� � 11) 1, Lir5 11" li'l[ .-ZLL" �TD - --T- I �� 1, �i- I t, A 4, I I I I vi%ftl;w*tw*­ 4"6, 1, 3 _ " , L ", � I t, - I— ­ '� � ! �j �', ������ � ��'L�l'�,� 11 , �� � 31�11�1�l �'A'�� 'j,l` &­ _­ �jl " , I" �, � � ,E , " A , � "I " I � 1, "" I I "'' I , , 'L , ? a- ,,, , F N� � h' 6 11 - q 4" E p[,, 'I, 1, �_z"�F; I l �'L 5" 15�V' YAI� � tt �ll joal I ii ,i'L 41 R I ,,, 1- t r9 tr` 5 v i � l e �, ll��w ; � ,, 'o '� ,0 'ri$ .. �' V' ,.� w° I' 4 " 'j5 " I , J. , _ u w I , 1, � -A. ii ix� v AE TIA� '4," ­� 411 J_ 0 _L21 I .I.V1 � , , " - _1 _1� - 5: o - -,, ��I, ��, lbl11T, _ IZ,="��11 r - I 1, � all ! i a ,,, r 1�v I r , -) � I I ­ I U L,��i rr ,4 "; , ,4 "; , ,4 "; , ,4 � "; , . , � , 11 � .." - ig".11 5 r � r P I - - - �J� � � -_ � R. �, '6�­ !h � , ,Z�­ - � , tt�D .,, -7- ;Milloollioiloilliolo, �L __� IT ' 7- *­ ;,Iv M�, )5 - z ­Ili7 - .1 � visr" i7.,V _111v - . . - ­ . . � � , �r �'$' IN, 41 :1 It � 12�r_._ '1�r �, I i, I Z , , :: _ ­7 ,� IlUrl � ILE 1, ,j 1 7 rr i t I. . -;.& " � t I., _ � � - ...... ,.---. , �4 r', , ". , , R , , , I -1 � � � 5: � 'll '�sY � I, 5rr , ,,W :AF' `I!;VrA��7 4 1. - - - -...LLL ­.­ A ,� 5�, ,2,_4, ,U'r . _ ": IWIP11115A= 41S - low sit 41. - ,�, 1 ... v- , - KT, IJA:�_, , � 1 ''I , _� iv i .'5R f � 2 3 - 4 ,'r , I%A I�L ". 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I, 2 �, I 5 ��,­­.F­._�.­_ _j , ,r, "Tr,F­ , , , r� i,qg 1. , r, �, 7777, _'L � 'll I, V� ­ V­ TF7, Z I— ­ "" Q'Up, - T-6V rt� 72-3-- P � � P � � 4 ; a 117t- [t."a" 4,L1 ­� = ANCHOR NOTES: i ANO+X-4*[_E AMPT � ,rA,jrL_CjL L �-RT[Ft��C, t4fg�ji," Eal Gjlljy �yd%A[Vi ��, � i ll P ft i i ALLW`l ANU-10" Slal M&ANIvIn ArLLIElvilill SPANS AN� MESSV Z I Da AMJ IN �F-AN N_'�ju& �fLVaAP!E_(. 2 elITERAINalupr, 501100,LE 3l PAWL FA!�IVWA 5PACIrC, !"E� FWt%rn,12 5tK,_U,� MATA2,A, A Arn:,&3k TIFT SEUC U-nink �40 cRt'vrta, THAN M I!QuAl, Fr� Nv�-TIVE 0,ly:rr l,EAV0N1.K1rTTEN ANEE 158tIA,r OAN Ufll 11HAMI Ol��rQOAIL T05HVTTNR:5PAM,5FEFCT CONI'l TYPE IU6F0 0IN APPIal M,ATI= Mill LcqVMMj I9F.E aial,qiT Ip(r E*j,,AiL;, r.)lN "HUT 2FOR VFNITIFICATI01 CFMINNKCINWI 3, "PANR rkilial[ErItS' ARE -.11JI175 LJSIFIE W MP&NCITON Wl'rH ALL NrJUNTIMI EN-Musloas i TRAM, ',,,�ILPIAIIJ�,I,t ANXILE , 81iC ) Ni, 5 145' QZ FAME3, R`AEn­l,1lEk SP40144I A13LE VALUES KJO I ril,", ki,C, "j,I,,idIj;lA,j,AS (TINC.LUCING MRODOUTIQNtolUAl,,� i i,NlEHEjUt:3iH�Lf L EtF. MI$AkiLEN I ALCCRDAN'X WEN PWOL,rP---IUftEI;S'RF',iPMMEOfDA't%UOA'n, 51 lll],110'011 0IJUL111 i 'TFAVUVSLE ShkI,ILvDNAORM n, *'M C.40 51LOCK, f, i INtl".11E fAip,�'aa�741 S�OIU_ a IF h;fL �I^ ' I - ' �a t�Dll I , t� N li ii E. :q ITIN�AJR Ey 9istrio4m7 AI Ew"Enusrrol F kLws ,qvjLrt, raw., 5VILD, Amin ciTflm WALL l­1 r Os I is 441-L NNI ,H r?. j l-,4L_L OE -1 ,+ _ T�l r� TD i ,`4 ' Ill ol SAtt, L at tlEV !-IlnN r bF­_ -,, r- A aE �,t," I 4'1�M -'Wl"- TO FCG,4cT w-& N, „)ft,M,E FANKJvgtz, 11 FP ,EE,CF 1 N 5EAu K FRDEV7I Fill -ONAT PH. -_-t.oE3IM ONLY - - WTIILAJ� E�11`1 Tl4 fI1UL12fjIRE'i� INVECO RaliNiIiiiiii EKlif,-Ni NC l',(Aa)TT [OW, M4V 14i FT,FM r,4f',jFL1' lrNAT M5TFLta,FVl allii90L",lAiAEi Aa�;Ckfl�MJNO, tala5l""2'Rl, NQTf1U'i1KKEPz TknTetl T,,�+ KYWO I) ]ACC51,,4€ 1,N!` - E� 4, NJ.� `,� r Ct*4 KE, Krttlr , 10, Will APJ[ AWIHORS rASTEN, 7 Irl, '"'WIty ,41CL1 C15 5T11EL fRAPEIINC�1 F*TTNCNL-nEIAEiE 51E Luv_xffv III CEEEEfit 0, ftl 4' 41IN I ww'D, _4' L'i E�JC3TAEtC� ISEN"-4kT ' ", _;ftEl I __E _AEN_Er,;�L_�E i � F>_ b FR-At 144 Q I ! -1, of_DC) S7, 4 Q, ii4994. '-wC,U Tr, E AN F1 11 T t, 5 5' 0 R r R III al D 5 N S i TIt i A- q VEN t", v ri -A I1 W,AT RM LIJ PS PA M S 4EA rd 011 F, F�W 161FAn -1, S , fMqV alL,�#76t tTINY`?: lRaIFt ACCNILZ&SSIIAaLIV'_'vN- -IlL41-CAd'VaglReI aMK��EWALL Ii4VAIlI'Ij f FIdrA 4 �14tTH0f� ra THe $A4 A 111_10F Ar-L I-111 F RAV:` ; 1­1 L' . PAq !!�AjnT'WEkS " PA), C" WAF_ " , �� � 0 tiiauvolx ort,T) t.ho !-ql 1A "-wo 0-Fill ANib REowmwil tl,DES svwA ,,q HSL #W.t, F] Aj�,,H,Es 14, 1IDN'aTDAW�l:%DIZ+Il- l 'Mj0,A'qW BTBLE J,61t�u =4_vXr-KI 4CoN-il 4;vgW­NFn ,INE'll W,TEFROLATIC." �, 1i �PV.MEUII,Ed PEi c mr-RI THE ANCIt9p, 51kIEWt-�5 U�T�,R 'I'll THIES SPIA _111i (D a) .= U) -1 a) -4--i C) .4i 0 a) L_ L_ _0 = CU -0 0- . .- CM -&-o 0 a) -i Cn a) CU (n '- a) -ill 0 -0 -0 q 0 - = 0) = = 0 U- - Cu Cn a) L_ -0--o 0_ Cu 4-11 Cn < Nq . - . t wc. I----, %4 k gli aSslis , ao VIDOI& J,%rtk%a kpke4 So 1�e)j . %10 C �P,t nth t6l * . 1,01.� a vit q1W 0 i voll "4 , �ll 11�lm �e,bovz I Cn-1..Mill., " D W a() C_ -+--a "141,11111111,11a w I M > 0 L_ (/) 0- CD- < a) 0 C-) = =3 -0 CIO 0 L_ 0- 0 a) " U) co " rn =3 LIJ � < 77 z < I _j n SHEET NO. SH 155 3fS"CEMENT PLASTER 12 N41L DRYLOK EXTREME WINDOW FASTENER ----------- I 41 SEALANT JOINT OUTSIDE EDGE OF WINDOW S1JCK­-­-.----\ 5) SEALANT FROM V�4?400W FRAME ACROSS WINDOW SLICK AND EKT-END TO MASONRY _-, 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW E RAM CMIJ - MASONR'�'BLOCK APPROVED SHEATHING APPROVED HOUSE101RAP STROCTALATH TWIN TRACK 2-5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V" SEALANT SOCKETIAITH TOOLED APPROVED SEALANT 1) SEALANT 4 � VVINDOWBUCKTO MASOtMY -2 ? INSIDE EfXlE VVlNC0`vV HUG'K' WrNUCW FRAME ArTACHED RE'QUIREMENTS PER CODE 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AnOUND. INCLUDWO SILL. 1111IL11211111' .47,Ltf '4 1 JAMB, 8111. L AND Ii "-D Of" IAIL SCS 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RIESISITIVF BARRIER WEATHER ,.E BIARRIER & '4RII -5-ECURE �N()OD FRAME CONI-iT.R EXTERIOR F-ADHErRE DF � ASr'll", SKATHING I:�I)I'ILAPPiNG 0()'11VN RIM JOIST AND UP WALL BY 6 1W WEATHER RESISITIVE 6ARRIER SEAL TOPS Of JOISPS UNDER DECKING (SEE DETAIL WP07) ED FLASHING 14 HEAD FLASHING TIE-IN INSTRUXTIONS: ll� Cut, fold up & temporarily secure weather resistive barner above header to allow for flashing Installation 2� Sellf-adhered flas�ing p!us head flashiing unider weather resistive barrall, 1 Fold weather resistive barrier back over head flashing and sea' vam tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW [WP01 FLASHING !INSTALLATION AFTER VVEATHER RESISTIVE BARRIER EXTEIiH)R 8$ H:J!1117� 14 REFER TO TrCHAACAL 1 E �__ ON -HEMICAL Pomp I&-- y -Kr LIT SELF-AUN ERED LASHING DO N0T F 1. ASH OVER ��()TTOM NA111UNG LAN(3E I M.N. I wai, I SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as (# ,�') in each detail that corresponds to the numbered Items In the list of instructions below, 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation ancl to minimize scoring cuts 5. Remove all release paperper standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minin�ium) 6� Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 10 DUROCK- SLOPED MUD 65D-x VINYL SHOWER PAN-, SIELF (8) 2� \VAV/P07 &EPATHERRE ?aTIVE BARRREAHR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3J,l I E A0 Or C(L �,ISI F? "�VE IT.") BE A 11.)NIrl: ;q�m I I:::,, UPJAMBU', NAIL GRAND OR EQUAL WEAj". R PROOF CAULKING 3 ION -A (SEE DE T'A H� lArPl SE L F-ADH H I NO HPI I SEAL TOPS OFJOISTS UNDER DECK&A_ (SEr DETAIL 0VP SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SHOWER SEAT XA/ V V SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT DO OR ROUGH OPEK-tiNG FLASHING REQUIREMENTS - SLOPE 0.3 in � 12,0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall I:.- 111" r3rikl) I-,,)F CDONS7 (0.6 crn, 30.5 cru) include flashing as described in Section R703.4. ADHIESI'VE r () BE _APPUF� LINEIER F-ADHERED FLAS)HING I)r DOORAN:t) RETURN r3FIrAMB 6'� U`iE UQUID R703� 1.1 Water resistance. The exterior wall envelope s�tallbe designed and constructed in a manner that prevents the accumulation of water NAIL BRAND URZ EQUAL 0,1FAFHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior, cladding as required by Section R703,2 and a means of PROOF CAULKING CEMT. FIN,, draining to the exterior water that penetrates the exterior cladding, SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SI-18FLOOR approved water -resistive barrier shall be applied over studs or sheathin of all exterior wails No 15 as halt felt shall be ap lied horizontall CONTINUOUS l3/\CiQ1'-R Q(30 SEALANT A g . y, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barher manufacturers installation instructions. The No.15 asphalt FINI X­)�� felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building -ibed in Section R7031 appendages in a manner to meet the requirements ofthe exterior wa.11 envelope as descr R'703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 02 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intend -ad to drain to the water4esistive barrier is directed between the layers, SELF -ADHERED FLASHING WP02 CEMT� FINISH SILLI POTSHELF! CHP-0NEYSHOULDER W. P03 Exception- Where the water -resistive barrier that is applied over wood-lbased sheathing has a water resistance I I equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHAIQ�CALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater,absorbing layer, or designed drainage Space, NEPEIE,'Ir) �N COWIIEPS RUBBERIZED ADHESIVE d: L lfl��Lii THROLIGH SELr-ADHERED ASPHALTA.DHESIVE FLA��o flpc �,1463 81 H d1h,[11 R703-4 Flashing. Approved metal flashing, vinyl flashing, self-adher,ed membranes and mechanically attachedflexible flashing shall be applied r RELF-ADHERED FLASHIM- LAS, shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied mernbranes i (SE-E0fTMLVVP0I) used as flashing shall be applied in accordance with the manufacturer3s instructions- All flashing shall be applied in at manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER I Self -adhered membranes used as flashing shall complywith AAMA 711 - All exterior fenestration products shall be sealed at the juncture with IISU�Q= FMOLM-1- SCORE SELFADHERED FLAaHING. the building wall with a sealant complyingl with AAMA 80D or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and Rr2LE_k13t PAPER TO FXPOSE EX�TEND A MINIMUM 6' contraction, ASTMC1281, AAMA 812, orother approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 'VERT CALLY FROM WiTT OM r�__ flashing in exterior walls shall comply with AAMA 714, The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed a:t the following locations, 1. 1 Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall I I finish or to the water -resist ve barrier complying with Section 703.2 for subsequent drainage- Mechanically attached flexible flashings . ... ....... shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the 7-� 82" following: 5 1, 5 1A The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are (4) 9 I of exterior window and door openings. Pan flashing shall be sealed or not provided, pan flashing shall be installed at the sill 6 sloped in such a manner as to direct water to the su, face of the exteirior wall finish or to the water resistive barrier for subsequent drainage, Openings using pan flashing shall incorporate flashing or protection at the head and sides. (q7 1, �2 1-2- In accordance with the flashing design or method of a registered design professional, SELF -ADHERED FLASHING 1.3 1.3- In accordance with other approved methods. P% 1A In accordance with FMAIAAMA 100, FMAJ AAMA 200, FMX`W`DMA 2501, FMA/AAMA/ WDMA 300 or FNIA/AAMA/WDMA 400. WP05 WPOV INSIDE CORNER 2.2.At the intersection of chimnevs or other masoriry construction with frame or stucco walls, with projecting lips on both sides under, stucco copings. --w-- Ground 3.3-Under and at the ends of masonry, wood or metal copings and sil:s, 4.4. Continuously above all projecting wood trim. 5. 5.Where exte6or porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. T� 6,6.A+. wall and roof intersections. Water Restsftan t Banier -1 e 7.7-Atbuiit ngutt: rs. �:L.F-ADHER'EED FLASHING J'CH HERE[) FLASHIING (2) ,4) (5) WP08 LS I R IIP r"�)F SAJ-' DRAINAGE PLANE ATO BOND BREAK, INTSM SF LATH WRAP DP WRB 014 TO THE VERTIX'��t*. SURFA(��E'r ID TOP OF FLANGE AS �AN MR: BiOMIER 3� r Q` [NCH Fi-Atir TH IS GAP IS A RESHL' ! EX= NATURAL SHRINKAGE DO NOT SEAL. I.)11�11FII �411�!REEID PLASI ACCESSORY Z-30 FFIT/CAN T I LEVER Lath Sheathing Stuc- LEGENU SELFADHERED RLY ING (SAF) 0 RAI NAG I-- �P L. Aj, i E - D P 1 %V�4 TH E f i R ES IS TA N T BARRIER (WRB) BOND BREAK WF-ATI-,-F=P RESISTANT BARRIER - SELF FURRING (!->F) LATH PU�S7ER ACCESSORY SHEATHING, PLYWOM, DENSGLASS K =71 �STER STOP NTINLIOUS RACKEP ROD EAUANT FRAMING LATHINf' SH ANE WR8 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. z", X, Nt� Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with A$TMC1063 Building Paper -7/16"O.S.B. athing she Metal Flashing Weep Screed Installed As Per specs� Maintain Bottorn of WEEP SCREED DETAIL SCALE, NOT TO SCALE 40 0 a 7/&'Cement Plaste in accordance h wit ASTMC926 .-Isk, Veil , ak ?,eq%p. ba Felt cked metal lathe in Itl �Nlt accorda 1 with ASTMC 10 Ce e yawl, eboa Building Paper /16" O�&& Cn sheathina n Am AIL Stampede or similar caulk bottom joint only Weep Screed installed As Per Manufar-1- Specs. IZ Cementitious Decorative Finish All insid�e and outside corner will need to be miter cut and caulked all butt joints need to Decaulked using Stampede or sim. caulk for all 40 40 40 r .® TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED------__ CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT 01If�C�I�ziZ�T�7=T:��� ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL Hamm TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCRE WEEP SCREED HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL— CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN ROOF SHEATHING PER PLAN n_ 1 -no, al 0 z 00 HEAD WALL M STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER:::� FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED FLASHING TURN 3" UP WALL SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN-------____ SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED WEEP SCREED RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSURE STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 Y' ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. WALL FLASHING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO lb WALL SHEATHING PER PLAN THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. SHINGLE WATER SHINGLE WATER 00 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE STARTER STRIP-- FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE 00 a0 JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. _Z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE e0 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO d. EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A z TURN UP WALL MIN 8" UNDERLAYMENT PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE z INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" 00 ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE �t BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `'' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 6' WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR 6" DESIGNED DRAINAGE SPACE. 6" R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ROOF TO WALL SHINGLE TO SIDING W P 12 _ - W P 13 BUILDING STRUCTURAL FRAMING COMPONENTS. 3„_ 1 �_0„ SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN-- AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 00 00 STARTER STRIP STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE RAKE WALL STEP FLASHING TO FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING EXTEND MIN 8" BEYOND UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS AV FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION Z' CLOSURE— INSTRUCTIONS 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A tO STANDING SEAM METAL C0 REGISTERED DESIGN PROFESSIONAL. Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO /W 250, FMA/AAMA/WDMA 300 OR FMA/AAMADMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERA at �;ev ROOF TO WALL — STANDING SEAM ROOF TO SIDING W P 14 ,_O„ W P 15 FLASHING AND WATERPROOFING METHODS TO BE U .U""" 3„= by e N to > O U N 0 >� O LO C .� cu U �- to O !� � Cn O cu LL p > ,CDN�O Q E H w -0 c c6 !� Q 21 As$1St. Inc. roved ;ted a°d aplth Ede 2®2®F �23pQ Ktahr � V W Q z z Q J d U) cu O L CL CL Q, U O ^L I.L Mm W L 111 SHEET NO. WP 2,0 r STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER WALL SHEATHING PER PLAN COMPLYING WITH ASTM E2556, TYPE 1 (TYP) STUCCO ON FRAME - 7/8" 3-COAT SAND WALL SHEATHING PER PLAN FINISH STUCCO ON SELF FURRING LATH ON SHINGLE WATER RESISTIVE 2- LAYERS OF WATER RESISTIVE BARRIER BARRIER OVER WEEP SCREED COMPLYING WITH ASTM E2556, TYPE 1 (TYP WEEP SCREED SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED------, HOLD 1/4" AIR GAP BETWEEN WEEP WEEP SCREED SCREED AND FLASHING HOLD 1/4" AIR GAP COUNTER FLASHING BETWEEN WEEP SCREED AND FLASHING----_----, CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO FLASHING LAP FLASHING AND TURN 3" UP WALL PT 1X10 BLOCKING PT 1X BLOCKING CONT SELF ADHERED FLASHING COUNTER FLASHING — TURN 3" UP BLOCKING 00 PAN FLASHING 6" MIN CEMENT MORTAR ROOF UNDERLAYMENT TO TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING TURN UP BLOCKING MIN 8" TURN 3" UP BLOCKING ROOF SHEATHING TILE ROOF PER SPECS --- PER PLAN a i1� - �� ROOF SHEATHING`t %1 11101 • - • - /�/ %1 • I A• •--• • lii// I1 r`%a%ar I V VVr%LL - V/-1f111CL 1 ILL- 1 V %.7 1 VVVV WP16 SHINGLE ROOF PER SPECS UNDERLAYMENT TO SHINGLE OVER DRIP EDGE ROOF SHEATHING PER PLAN DRIP EDGE 2X6 SUB FASCIA SELF ADHERED WRB TO SHINGLE OVER WRB ON WALL BELOW ALUMINUM BRAKE METAL WRAP CONT BACKER ROD AND SEALANT STUCCO'J' MOULDING HOLD OFF BRAKE METAL 1/4" MIN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN I x V V I WP18 FIBER CEMENT SIDING PER ELEVATIONS WALL SHEATHING PER PLAID SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING COUNTER FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN-- m� HEAD WALL WALL SHEATHING PER P FIBER CEMENT SIDING PER ELEVATIONS SHINGLE WATER RESISTIVE BARRIER OVER FLASHING - STARTER STRIP HOLD 1/4" AIR GAP BETWEEN SIDING AND FLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING PAN FLASHING 6" MIN ROOF LNDERLAYMENT TO TURN UP BLOCKING MIN 6"----_ CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS----__ 2X NAILER SECURELY FASTENED TO DECK--;, ROOF SHEATHING PER PLANS rn FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE W P 17 BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. yirt If plans Revi THESE DETAILS ARE GENERIC AND MEANT TO SHOW GEN�l'p� FLASHING AND WATERPROOFING METHODS TO BE USED. N N t � � N O N Q !✓ O 2 C CO c � O u LL O .c c C 0 O L ca. cu a z z w J PL 2 ,VIP, w assist' ins. and appr ved c®mpieted .rt Editi®n aith the 2d2a px230 a Anne ytaht V w z z J a co 0 L CL U O L_ CL O m m L° SHEET NO. WP 211