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.: i -- i i_ Wl�vul�.!.�:.,.11114 id. d...{ LIdL___ _ _.9.___ __'� . _ - _ .. _,L ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONIC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FIG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL 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: II El I = STAIR CALL OUT = FOOTING CALL OUT - SEE FOOTING SCHEDULE = KEYNOTE CALL OUT PRE -CAST LINTEL CALL �q = OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 4 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <---ELEV NUMBER 4 A15 2 SHEET NUMBER r---ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER l INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 El GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 0 CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E N F++J A Raw LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION 4.0 PLAN REVISIONS 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST AND 2ND FLOOR PLAN A3 DETAILS A4 2ND FLOOR - ROOF FRAMING PLAN A5 EXTERIOR ELEVATIONS & ROOF PLAN A6 1ST & 2ND FLOOR ELECTRICAL PLAN A7 INTERIOR ELEVATIONS SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M/S FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6M/S WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS RE CEIVED ,OCT„ 17 202Z ,.aF F1,0 �X.;:�` _ o , j , - J Dpy'4 ` Am i 80 ,'ti �S ca 0 L i E ^N W L �M o �c"-C 5 } V) V { �- ` O C: MINE_O _� US 0,0 r U c O m < U) V w Q- W L co Ec � a AUG�� V VIRTUAL REV.E ASS13 Virtual ReviP! ,, A,, ' Plans Review ccir> _ �d for compliance with Edition by Debra Anne Klahr PX2")'UO 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. Q W DF-uJi WOE W~�vx zWWw¢¢(1) X:) 0WZtLU0O- Q U :OR'COOMO0I-z Q F_ H 0 0w9o'tR00mZ cww5zW55W=00jaOvw¢�1 U) 0a _zx0z OWa w0Z¢o<LL w _ ¢a Ow E5 =OQ O Q0� ILL CV 1 1 cr M W U) O4-0 a O L0 -0 T. Q z O O N W O l_- � ko O �M O dJ � LL W Q Ln cC 0- � .M-I aba00 z��- Z wuj d' N (V 0 N 0 N 0 0 00 I I III CO W - W o O O O O O O O O O N N IN IN N N 106 lc� O o Op N A N o rCD c= A 6 O O N 0 0 0 0 r o 0 o 0 0 0 0 0 N 1wm< Y Z Z O OF d —co Z wcy) z J a 00 ,--1 cs � LAST PLOT DATE Apr. 27, 22 Z O J z !2w cn i— >_ a W =Q DQ oZ =z �W Zcc W �U) a� Q z z W J 0 i COVER SHEET 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) A7 3 a ap ELEV 30'-0" - 0'-3 1/2" 12 I 6' X 3' 5'-2" T-2" 3'-4„ T-4 I 5'-4„ 4'_8" 2'-0" I A 1 I NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. HB O ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 I 2 o I ❑ I B I o 9 0 1 N I ❑ I � .— N ❑ c%> 7'-3" 11'-7" 11'-2" CJ LAV I ----- SINK _ -- --I— — — — — — — — — — — —— — —[--- o 4 v ❑ M ( 1 II o 0 6 II O ❑ j 5'-3 1 /2" I I 5 15'-3 3/8" _co W LO D CC - -] D S3 ' II Ir— ' II � 118 0 - I N � I (V 9 I N v II 10 � I I o 4-4 l ELEV. I - iiI 11 () - 0'- 4" I I v I I I f- p 2 U CJ zl- - — — I I-1— 1, tz co FF-- --- (L I v> I i _z" � C cD I O 1 4 ^cC I ( v B 1 i 1 S3 I 9'-10 7/8" 10'-8" I D ❑ -- — — — — — — —----C'J I , III I `4 I I I ❑ I E _jI I I ❑ o I o A I ❑ I S3 V O I HB v I o • I A 3'-5" I T-1" 1'-10" 16'-0" 1'-10" 81_1'-0" 10" 21,�" 10" v 30'-0" ELEV (-) 3 1/2" _ " 9 Uz- a _ A7 FOUNDATION PLAN - ELEVATION A 1 /411 = 1 '-011 S6 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL o = FILLED CELL W/(1) #5 TURNED 2'4" INTO SLAB O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE 0 SINK - KITCHEN O REF O WASHER O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42 x 421A/C CONCRETE PAD 13 BEARING WALL Q FOOTING LEGEND TAG TYPE SIZE REINFORCING OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20 x 201DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY QD MONO FTG 16" x 12" DP (2) #5s CONT. AUG 2 4.2022 vIPTUAL REvfE`•: ASS13 Re -..-1 Plans Review cuv� y for corr�plia11Ce wiAntKlahr PX2�00 Edition by Debrane CN + ' r J J D a�,• st o • * — , • 00 LO Asp' 805 • .4� a w _ f j�9-•�j' O w z Q V) A, E 0 0 W 0 c? U M N N � VI V w M O u LL. o O m Q t ud � ^N, w Q N c W E� L O00 rz, C3;0a a W W w w O~ LLI �� w Yzw z (j' W Q S g_j< p� w w w 0 OwpWOm0? o 0-j0 O U�Z zv)Wa 0�d� cowcnQ az zzw� 1 fn �pLL wpF-gwOw�a pMfflu OaO LL LLQa O O N _OW > = O "0 o co O d J 2: V) z W Q Ln .M-I Z 0c) H z� w Jo �O (V N O (V O N O O 00 I T- � c0 � ' O O N o N cO N 04 N O N d) O N d) Co N O O N O O (V O N N O N N O r- r- o0 O M O N 4 0 !- 0 d) 0 O 0 O O r- N O O � > r— r— 0 cv 0 cYi 0 I 0 ui 0 I c0* 1 0 I--, �\ 1 cr CO u) Z z !20in W Lu w U�% �Q ~ Oa=Q LO -0 Z ZWP ~ g = m 2 Z z vZ0 ?jJ Q �2zIxr..� CLzz N OVg�uj r - 0�0 U z Z T-1 z �QO Z U U a O O z AlJ z wa) vl- LAST PLOT DATE Apr. 27, 22 Z 0 FOUNDATION PLAN A 7 5/8" NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 9'-10" 15'-6" 4'-8" LINE OF ROOF ABOVE 9 A7 CONC. PAD 3 1 /2" Go 0 1'-01. 1'-0" SH 35 N HB I, -HD AT T-4" 5068 SGD 0 FAMILY ROOM c I 1 T-11 " X 13'-3" 8'-8" CLG DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 4'-8" 3'-8" 5'-11" 4' 6'-9" 1 3'-1" I.1'-11" 1. 2'-4 I I - I 2X4 KNEE 6" PLUMBING WALL, TOP N STACK WALL AT 34 1/2" CV N co I = C3 I I N I ao r` � _ o CV O I v w IPDWR RI — - ���g � w 8'-8" CLG � I N LINE OF FLOOR ABV 42" H. LOW 11 �60 m00 w� Ad TIE BM 9 IF AT 8'-8" A7 �zo mCO w P Q CARPET i a TILE REF =------ KITCHEN ' i o 0 14'-1" X 11 8'-8" CLG SINK W/ DISPOSAL P 4'� m \ 00 20 MIN FIRE--) RATED DOOR W/ WEATHER STRIP 4" INSULATED BRG WALL ^CC S:, D 33 O• I♦111111 low "Ali ►� Moil �.4,�z, 4" INSULATED ��14 BRG WALL �� PROTECTIVE BOLLARD • ,1 m ME TWO CAR GARAGE 20'-1 " X 20'-0" 30'-0" 16070 16'-0" 21'-4" FIRST FLOOR PLAN - ELEVATION A 1 /4" = 1'-011 _ LINE OF GARAGE IN OPEN POSTION I I I I 2'-8" 7 5/8" B B S6 NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '187T FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 9 A7 IZ•I� AT 18'-0" L o _� _60 a u C3 N 30'-0" 2'-10 3/4" 27'-1 1/4" SH 25 I DRAIN LINE OF ID AT T-3" I OOF SHWR HD %_[_RELOW EGRESS I & VALVE —R&S I DPSH 2068 BF o I I.-I W_ ;n Q w�8 OWNER'S BATH 2668 U J 5'-4" 5'-8 7/8" N All I A7 FLR I OWNER'S SUITE Co �F� LINE I B io TB I 14'-7" X 12'-8" N M I 8'-0" CLG O � W.I.C. I � I I� v r' WATER I M Co CL SET S&R o N N co C"I — — --__� A(2) 2068 BF R& S N N e- FV I I LOFT te I 14'-7" X 9'-1" r, I 8'-0" CLG AHU BEDROOM #2 I A/C RETURN / 10'-11" X 10'-0" J J UNDER DOOR , 8'-0" CLG C, I T. U.)C? ~ N N = Q v = Q zt � 1 g`L to C9 ow ' � = 4 r., 4 -11 5/8 I 3 -8 4 -10 1 -2 ' 2 -11 11' 3'-4 2 -10 1 /2 2 -10 3/8 1 I ❑W/S A AT 4" 60" AFF 6" 1 -3 1/2 22"x36" UN _ v _ ___ UTILITY ATTIC D 2868 16 - --- FRAME N LOW ACCESS 6" WALL — — — WALL WALL - C? WALL 0 i= w 14 LO 42" H U d w BATH #2 8 A7 Q 13 - - - - SLOPED W v A7 1 ---- iv W W VENTRYE2668 TB TP 11 10 HANSEN _ BOX R & S 2ss8 3 R&S 2068 BF — — L:(2) OPEN TO - ---- 7 in A3 1668 g BELOW ---- (2) 2068 BF 36" H. 6 N 0 ' COT (0 N N 5----_ RAILING (4) 12" DP SH 4----- Co ' Lo I B9EDoROOM1#4 BEDoROOM1#3 M 11 8'-0" CLG S6 8'-0" CLG TYP. co SH 1 2 34 L0 HD A T-3' I v I I I FRA WAL / I / I I 4'-4" 4'-4" I 8'-8" I R 4" SH 25 FRAME HD AT T-3" WALL EGRESS 5'-7 1 /4" 10'-4" 21'-4" 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /411 = 1'-0" / SH 25 /H D AT T-3" EGRESS 5'-4 3/4" 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 SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" 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. *PROVIDE 2X BLOCKING IN WALL AT ALI . LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, 3/4" INSULATION BOARD, 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. ❑ = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED T-0" INTO SLAB A = FILLED CELL W/(2) #5 VERTICAL O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) ❑ STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 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) ha 2 4 2o22 vIRTUAL Plans Review cuT for corn Pilance Wit' i t; :LJ =� Edition by Debra Annt✓ Klanr F'X2`jj0 0 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 CN J 0LO o co i ' • 4 Ln Q Q w o z Q LO to- E O � W L crn C)�c N V -0-a- M A� -L L M 20 2 8Q O a •/N� U w Q! f c.N m W L o � � a a W ow vi w0E- w F_ a~a w J Y Z� z 0 W Q V �5gJQO1rQ,LVOLJO �aXJZw 02200FQ� F- (�00 OW°W9ozoW000maz JOa>zYo_ZZLL0w (L 0) 0 Z JF(<—(L �wOMV�Q ~ z oQ 0 0� o 0= Q LL O O N W O o O CO N Q V J Ln � LL. z LU Q I.ri .--I Ce 0- Z ~ Z W �o d' N N 0 N , 0 , N 0 0 o6 m o0 00 0 0 0 No CD N 0 N 0 N 0 N oN N N 0 N N c� C) O r - O ob N M N � 0 r- 0 � 0 C- 0 O O r- N o 0 '^ Y , > r- I I o N 0 I vi 0 14 0 Ui 0 Cfl 0 I-. COw Z Z O owin wt-- 0 0) 0 ~Wwa L0 - Z z W F- =moZ H Z ,n V Z > J �MX Z rl �Zz N w Ova>_w 00 �z r Z T_q a z0 32 Z V v g Oo M� W 4: z Q w J WO) N LAST PLOT DATE Apr. 27, 22 z 0 1 ST & 2ND FLOOR J PLAN A +w I' l;l11'Il 1 �:JiL11W. LM 11: L I I . k jik I . . i - -6 I -- - . _ A _ I. i 1. l ! - 1"..',__ � _1.1 -- �A - _1 :. _ I 1L I= - ,1"141jmAmmLjmJ L. L LOFT \ \ 42" H. SLOPED \ LOW WALL \ NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ENGINEER \ \ SEE SHEET ST TRUSSES \ \ FOR STAIR DETAILS 1/2" DRYWALL \ \ PWDR \ \ BATH \ 1 2 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /211 = 1'-011 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 i. 10" Ir�1" NOSING Zo °�' RISERS CUT FROM 7�1x MATERIAL TREADS CUT FROM Z-2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1'-011 I I I � I � I LANDING (3) 2X12 STRINGERS 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. 3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE CENTERED W/ (13) 10d NAIL AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w co NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. AUG 2 4 2022 v IRT UAL A v, EVr n5S13 `✓irtual ReviP.,. -- �d Plans Review CGm for compliancewith iAnnc Klahs^ FX'rJJO Edition by Debra N N O N ti N � "fit' F'• f LO �5�} 000 v a I o Alt z z a r, E � Q� s` ? ° C m InM N V O a0 om sCC� � C O :) O p E:g DO U d' } �N w Q: ^' c� c E W L O ri a u - W ow vi wwp<YZE�- W WQ �ZW a2<QW it02p�LLVOOJO OXJfr-Z0O?��� 0O �OpO�mW�z= a.NIWWV5mapJ a z L L JQOLLJ w0 pw a OQ 0 =O ZQg O �LLFUa LL a O O N OW F-- ,>_, " O O Q ur) J to LL W 00 Z Z W z � J N N O N O ! i N O 0 ao co e- ao 00 0 0 0 �- O O O O O O O N N � O O .- O op O O (V � A O N � 0 �"� 0 O 0 O 0 O 0 o co ,^ Ui ! > r I O N O M O "t O to O (O O 1- Z Z z2 4-0 W wWv) U r 0) 0 Q v o�o a -c F O a=Q Z ZLuII— ~m0Z �O3wz 5. M Z IX N W N.Oa�z Q00 Vcf)zz . Z T'q �a0 Z0 U C) CL 0 m of z A3J a Z w UJ(M 0 LAST PLOT DATE Apr. 27, 22, .. z 0 _I DETAILS N 0 (NI N 0 1 rn u C u u C JV -V 2'-0 3/4" 26-0" FRAMED BY BUILDER II I Ell -_-_-_II I, z FG1 FT5 U „ 'A, 'A, FT4 Ell II II II I r II II II II TT IL II II II II II II II I I-- II II II E II I 11 II II II 11 II II BEARING HEADER II I --- O BELOW I I I I I I I I I I I I I I �- I I I I I I I 1 i -� II 11 FT1 ---- ---- II II IILL I II II II II II II •®• II ----I II II II I10 --�J I I I I IEll I ---- ---- - Ell a FT6 FT7 BEAliING WA L - - - - FM- - - - - - - - - - - — - - - - - - 11 II 11 11 II II I IN II I I I I I I 11 11 11 11 �J J BEARING I 1 1 • ° WALL i I I o 0 I 11 II II I II 11 I II II I II II N it--------- ----- 11 L---------------� ( I I 1 1 ----------- r--Di I I I I I I L__ i - - - - - - - - - I I 1-I __) _-- 11 11 11 I I II II II II II 2X8 LEDGER I M1 11 II N II H I I ll ' 1 II I I FT2GE SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /411 = 1'-011 0 N co , M O N 30'-0" M CJ1 U EJ7 U*) U/CJ3 CJ1 U U CJ3 y o CJ5 CJ5 U=1015# U=1016# A5G CM A4�' ,. A3 0 , A2 0 mill t>D , co coll M Al i ATTIC CCESS I A2 0 N A3 A4A U=1332# /6G d CJ5 T CJ3 [0 ti r rn W O CJ1 U 00 B2 lo B3G U CJ1 EJ2 CJ1 0 N 1l M SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /411 = 1'-011 A$SIG v1aTUAL ;%E"r'' Ra,vIE. I r` ,.�4. S� ��f';:i , �. 'mod Virtual ,, -, , ��o Plans Review cGm�:IFa '�,��, for Compliance with tn� Klahr PX2300 Edition by Debra An REFER TO ENG. PACK FOR CONNECTION CJ5 o X50 CJ1 U 1'-0 5/16" 12'-0" I.2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF 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 CARRI THE LOADS IMPOSED EY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS_ COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES _ LABELED END MARK HANGER CHART d L = HUS 26 (SIMPSON) d a = LUS 24 (SIMPSON) A k = HHUS 46 (SIMPSON) HEEL= 4-1/16" PLUMB CUT — 1'%V A THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS • AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS DOCUMENT. TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 39 BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60' pan Spreade Bar \ 60 degrees Y or less I 1/2 I 2/3 to 1/2 Ta kne f span approx. Ta Gne f $Pan approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. 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-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SP D /TYPE= 140 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR— 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FDC 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 SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. i WALL KEY ///// = • �I�.-,-,j Mm LOAD DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 06/26/15 RA01 LC7, EXTENDED FT3A JMD OS/06/15 RB01 MADE lTOW PIECE JRH 10/31/16 RB01 LC9 JTH 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 CARPENTER � CONTRACTORS OF AMERICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:VARIOUS MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC OTC : LOT: BLOCK: rEER PAGE D DATE 06 26 2015 LAN# SCALE .N319835R 1/4,, "=1 ' N 0 �~ •'vH 0 r ,nT 00 P1, �5 Q a � d A. LU 0 z Q � W `O o, U N 7 N r° U r°i AUA, u 8 0 O Q s � 4� �o •Cn U W Q:;� N W L �O E <? 0 r, 05 Uj W 0 W W WWQ J W��Ozw Z JO Ij a Q=2�<O�x�I�iUOO =ORQ ZWL.OZ2°01.-OEOOM2zQ� 00 W 0 Z coOa>55zwW W55WW< J( w<? 2W a U�Q W) z OQ o =O Fn Qz Q p O O fV 0W �=o Ill t 0 • rn O z d V J Ln Ln LL L J 11) z Z W Jo l0 mi N N O N O I N O O o6 CID — r- op r- — O N O O � O N O N O N O O N O O N O N N O N C) NO C6 4 r 1 � 1 ob Oj T- M 1 N O •- O O O O O O r- O N O C 0 (1) i o N 0 Co 0 'q- 0 U) 0 Co. 0 ti Cr 00 Z z o oWU) w0E— O 0 Q ()0-< od2Q LO -0 z ZW~P =mOZ H V z Z 3:J O M z W rl CLzz N 0 0a}w r Z � �zm T < 00 ■ Z U a OU 0 m < z Q Z W T IT o LAST PLOT DATE >V, Apr. 27, 22 z 0 2ND FLOOR ROOF J FRAMING PLAN A �I■I�1.'ll ' I I� ::.�i,�-.I :IW■IY1s lllls ��, uiLe,� _ �,�1L. �11L. 11L' 111�II1f.4 :��1 = �. _6 I,I _ ��, lilOIVYIY■�Ii 11 -Ill, All .d k , _ u._ �L ellllaa.a .�i a_. I:J I all! 11K.1. 12 ROOF FINISH PER ELEVATION 15 ROOF SHEATHING MANUFACTURED `" ROOFTRUSS DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP 1 _0 ALUMINUM 12" SQ CMU COLUMN, SOFFIT SMOOTH STUCCO NOTE: REFER TO STRUCTURAL SOFFIT FINISH DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 6 SO,FFIT DETAIL 3/4 — 1 -0 - - io IT ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE I�2X4 SUB -FASCIA ALUMINIUM WRAP STUCCO BAND ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 7 SOFFIT DETAIL COLUMN DETAIL 3/4 — 1 -0 113/4 — 1 -011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. SEE DETAIL 13/A5 �10STAGGERED, ROOF FINISH PER ELEVATION ; UNDERLAYMENT ROOF SHEATHING EL AT 8'-0" STUCCO DETAIL - 12 - - _ 8 3/4 — 1 -0 __15 METAL DRIP EDGE (S) A23 7' 1-1/2" THK 2X4 FASCIA - ALUMINIUM • 2'-0" WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO 2" 2" MINL2-1/2"3/16EMBEDMENT 6" O.C. BTM AT T-6" STUCCO DETAIL SOFFIT DETAIL 9 12 3/4 — -0 3/4 — - 1" 1" 4" 4" 10 N (V o o 00 co EPS ii FOAM E� 10 BRACKET DETAIL if PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED �1 8" 1'-0" 1'-0" 13 LEDGER DETAIL 12 51 ELEV AT 18'-0" T.O.P. CASING BEAD W/ WEEP HOLES OVER FLASHING 7 5. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. 1 i❑o ❑❑ I I � I 1 11 I 1 A5.A I ELEV AT 0'-0" _ 1ST FLOOR FF �— ASSUMED GRADE FRONT ELEVATION A 1 /411 = 1'-011 o� 111 • ..III I limns 1111111 1 In fix ..linrmnr nm T.O.P. ELEV AT 10'-0" Y 2ND FLOOR FF ELEV AT 8'-8" SHINGLE 10 ROOF AS.A i fl II II II II II II II II II. q CONTROL JOINTS Z H CONTROL �C JOINTS N = 9 K MEIN FE I EIMININ ilk M Z= 'g 12 o w 47/8" STUCCO 5 CONTROL JOINT N = ON FRAME T.O.M. uss A/C UNIT ® `° AND PAD r ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE REAR ELEVATION A 1 /8of = 1'-011 • ' n•nnlm■ I uI•I n BIMI mu�I�nn1.111111 lut■nrlmii rV—mm"rnimmll■Ilrll■Ilrtl IIr11■n1 r .1 �I■Ilrrfi■nrnmrn■Ilr Inrmnrl n n■nrmnnl■n mnrl'<■Ilrmn Il�nrll■nr 1111■Ilrll■IUtI■i11 Inmmm rlmmrm1110111 l■Ilrlmlrmnwasrlml02 rmnm CONTROL JOINT o ELEV AT 8'-8" _ T.O.M. WEEP 12'-0" SCREE DRIP CASING BEAD AT BOTTOM OF STUCCO BAND ELEV AT 0'-0" 1ST FLOOR FF _ _ _ _ GRADE LINE rA RIGHT ELEVATION A 1 /8if = 1'-011 7/8" STUCC ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. A/C UNIT 2�, AND PAD ELEV AT 0'-0" 1 ST FLOOR FF GRADE LINE LEFT ELEVATION A 1 /8" = 1 '-0" WEEP SCREED 5/8" STUCCO ON CMU 12 15 18'-0" 11 12'-0" z� C9 W CONTROL `" = JOINT 5/8" STUCCO ON CMU 1'-0" 15 A/C UNIT 2'_0„ SAND PAD 5/8" STUCCO ON CMU CASING BEAD W/ WEEP HOLES OVER FLASHING 6" SCORED BAND 7/8" STUCCO FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 5/8" STUCCO ON MASONRY AUG 2 4 2022 V v IRTl1AL RC�:E'i A5513 virtual Revie,.;v Asci,,t. ll�r Plans Review CGmI : it`d'- j an, "' '?d for compliance with t► t� 20 G Edition by Debra Anne Klahr R ,� A N f%" All or 0" o L 6 1 ROOF PLAN A 1 /8 = 11-011 0 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) " 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 11300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) " RIDGE VENTS -18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT ' SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N � s �F Fto04 C2 • ', VJ J 00)(6f .. c�2 ' r o LO u0 ?1`, 'S�tS ••� Q -,S Q w Ix 0 z Q E `�M O W L N 4; N 7 N U -Q-01!w m to a 2 g t C)6.Z>,U .N w IZ� N c.4 c N o E s` a a W �Wvi J r WI a a >>(X O�Z1�- OZW�0H~ '0 J�02�u-0 JQZjg OF- U) om�§ZoLLZu-�oomZZo vWaW�nWW'in0f�Q' �� pZ 0 LL W� oWo� o0 oM < O N O FW- 41 tJ) 1 cn ko o 0 `M O z a J LL . 2: zz W in oC o- � 'M-I ~ Z W W Jc:) 9.O N (V 0 N IL i N O 0 CO CO CO O O O NO CN CN O N O N O N CDNO N N N O N O N O o O O CO o N A o N 0 0 0 0 0 0 ' •L a o 0 0 0 0 0 a CO W Z Z —ZO W own U 5;0 o Q �o o Q 0 W LU LO -0 Z zm~� =m0wgZ� zt� Q M ZWr-I Z z N W I°r 00 O-52z U�Z0) z 1:< • d. Z U i a OU o co Q Z Z Z W J W N LAST PLOT DATE Apr. 27, 22 zEXTERIOR J ELEVATIONS & ROOF PLAN A A/C DISCONNECT WP GFI ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /4" = 1'-0" SECOND FLOOR ELECTRICAL PLAN (ELEVATION A' 1 /4" = 1 1-0" I ELECTRICAL NOTES: I 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 RE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM V VIRTUAL REV't'% A55. Virtual Rev. .le�, i` �'_' „� . ._.,d Plans Review cc� ..� for CompiianCe with n� Klanr PX2�Jo Edition by Debra An NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH i� SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z k �' 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 STRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" -wi*- 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER — DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL + CLG MNT LT FIXTURE EB} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER Q 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH cs SMOKE COMBINATION ARBON MONOIXED DETECTOR/ �s 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 G& 24 -ii2 24" VANITY LIGHTING 9;-u& 36 :;v-� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT ® EXHAUST FAN Utp DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) 1� MASTER STATION S&Z-1 ELEC PANEL M VACUM OUTLET AT 12" ® CEILING RETURN AIR ® A/C REGISTER (T THERMOSTAT ® SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. f W L 100 " U M N to V �0° M V/ OQ 2 O VJ _ g N Q • N ^, w C'; � Z Q C14 c Eri rn 7W V L p - a a W ow uj0 wol <2 � YZ� z Ix 0W Q U Q Q� -1 (1) 0 3: w M LL 000O DOX�z�u-9zM0 0 F- O 0 C1 O Z Ocn� OzO0fOomz Nwn.�v5WwU,Vif1f �¢adOw'd��zwz�wc�Da -gwoP U � LL ¢~Ow �i- OQ o =O oazq�¢ Q LL r-Qu O O N W O %D O 0 �M O d J ((AI LL W Ln oC CL 4 Z 00 Z W Jo ILD d' N O N i O N O i. a O 00 W 00 W O O D NO O O N O N O CV O N ON N N N O N O O— O O op O N M O N 4 0 �&( 00 C) O O N 0 0 0 ;n > 0 N 0 M 0 d 0 0 C 0 ti M V`J w Z Z O w �0�o c� W o 0 M -0 F— �- owwQ a LO-0 Z ZWF� =MOZ (� Z Z�w LL r•I Z z N w � 00 O U a- w co z r Z T-1 T<O • 32 Z U U a 0 O W � z Q Z w w J W 0 N LAST PLOT DATE Apr. 27, 22 1 ST & 2ND FLOOR Z 0 J ELECTRICAL PLAN A cV 1 c- O CM 0 I 1 1/2" FILLER "fi KITCHEN 1 /2" = 1'-0" n. O 4 11)" 1 11A 1 ILLLII G 1 1""LI\ WWI FMI Fro i Fi7m 1111 "-1" FILLER `1" FILLER 5 OWNER'S BATH 1/2211= 11-011 PRE-ENGINEERED WD. TRUSSES AT 24" O.C. (SEE TRUSS DRAWINGS)— R-30 BLOWN INSULATION —\ T.O.P. T.O.M. FLR FF 0 60 FOOTING SIZES AND RE -BAR 5'-2" 1 1/2" FILLER T-01' 1'-9" 2" FILLER 1 1/2" FILLER cV N 1 1 CO 1 O CM C 1 1 - oo ao (V 1 Co 0 M SHWR HD VALVE LINEN CLOSET 3'-3" 4'-11 " .I 4 1/2" OWNER'S BATH 1 /2" = 1'-0" UNIT'1871' - BUILDING SECTION 3/16" = 1'-0" Nq PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF / / / T-3" 1'-91, SKEWED 2'-0" 2" FILLER r,)-"'\ KITCHEN 0 50 1 /2" = 1'-0" 1 1/2" FILLER BATH #2 1 /2" = 1'-0" cV I 9 'IT, 0 cn 2" END PANEL 3 KITCHEN ISLAND ),,2211 - 11-091 0 WIRE SHELF ::� 0 "HANSEN" BOX 220 VOLT I I I I -- - WI i ---- ----Di I 1 114 1/2" X 16" IDRYER VENT RECESS 9 I I I I I I I I M I I I I I I I I I I I I I I I I u I I I I 8 UTILITY 1/2 2X4 WALL TOP AT 34 1/2" T 4 LKITCHEN 1 /2 - 1 -0 AUG 2 4 2022 v IFiTUAL RF WEr;P553 1 Plans for compliance Witl:. ' Edition by Debra Anne Klahr P�: -��0 M i� �O ^ U _W co N V U,; - co c t o O � � o �s�g� u �N ^` w Q� 0o ENM W L c III W ow w0E- Q W J wzw C7 W Q°J�oLL�< w~ 'COO DOO Jz 00 O Z cnwwcnwwwawwa ~Oz�O, U) LL QUZ� W<FwO OQ OQOOz aQ LL aLL s 0 N _O W L) N 1�4 %p 0 0 M O Q� (f Ln a U,j Z U 00 w� w -i C) C) ko N N O N 1 O 1 N O O 00 l I co � 00 � 00 0 0 No 0 0 0 0 o 0 0 N O O O op o N ch N d' O � O O O O o O O N o 0 0 (. � o > � o N 0 cr) 0 1,0 0(.0 cfl (� 1 � Z Z O W owin O� QQ �_o-o F_ o w ww LO -0 Z Zw�- Q �— ~m0- L z W Q 0 ZwT—I Z z N w I� O_�z 00 z V�zw Q o t—�1 Z � U �c g a OU o m Z a Z w 0 o Wm LAST PLOT DATE Apr. 27, 22 A - INTERIOR Z Q J ELEVATIONS ;i'fI1 Ir , ,, I 1 ,, ,I1111I f 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 (0.836 102). 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 t 2 rNCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. AC1318-14 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 COMMENCEMENTO F 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 SO. 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 / A6151M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): 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 (Pc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.3. 4.4. 4.5. 4.6. 4.7. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 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. 4.15. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 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. YW E FOR INTERIOR APPLICATIONS 4.4. 3. ALL PLYWOOD USED O O S SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 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 ;N ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 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 STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. 4.8.2. 4.8.3. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 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 - Concrete oyerpof and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA - WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING ME-THODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. AUG 2 4 2022 Y v IRTUAL REviE`:7 ASSi Virtual Ravie' , t� Plans Review eGm� for Compliance Witt, t.:� �. -�`- Edition by Debra Anne Klahr 0 N N :0 2 - ; 0 0 ' A*,] 5'3�J15. ,. ct-3� w � e1% ! O \ W 0 z a -0 r? U Ch 04 } A�E 0 t W 2 O - S 0 } O LLo 9 a s U < 6, a "^N` V W Qv 0 W L. O� E� m 0 0- W W (7 W 0 LLI LLI V7LL, W O WOa Er a2a Xgyzp z WQ- ��L�U00 JO < Q U I- (1)0 <OX.Q-�ZLW ozmooi.- CiWOf90 0W00mzz U 0 �Oz m0a.>U5WWF_zLL ¢OWa. O�<PZ�wp a0 W EL 20 Z9 O� o �aa < u.a O <¢LL a O O N Ow ko C:) z f� M Q (~ M Ln Ln U-) LL I- N aWQLn 1-- � a- M 1- Q 00 z W J o �O J N CV O CV 0 CV O O 00 (D W M O O O r O N O N O N O O N O N O N O N N ,,��, CA O O O N Ch N 0 �- 0 O 0 CA 0 O O N 0 O LO O i � 0 N 0 cM 0 'q 0 L0 0 (O 0 f Cr M w Z Z O w 0Wfn 4_0UH> W CD O � Voryo Q OWW2 Z z W I-- ~m0Z V Z 3 J Q 0 2Z� T� �ZZ N W OVa}W 0�0 U Q Z r1' Z Z MQO . Q U U a a to O m � zSNO a z z J W T C) C) V ' Q � LAST PLOT DATE Apr. 27, 22 STRUCTURAL z Q . J DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" LONG (34%1" CROWN STAPLES Ca) 6" O.C. VERT BETWEEt STUDS (NOTED THUS:—) - OFFSE- STAPLES BETWEEN STUDS AS SHOWt WALL SHEATHING 16GAx1-1+'2" LONG (34%1" CROWN) STAPLES (.ii &" O.C. VERT INTO STUDS (NOTED THUS:) METAL LATH ATTACHMENT DETAIL REV. 09.224.21 SCALE: 34" = V-0' *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' *"ONLY APPLIES TO LENNAR TPA/JAX'* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 419011 STUB -OUT FOR ' GAS METER O O (V H C G O O O In _ o � 9 0 ' ' o U 0 0 x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING c3' W J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + t + + + + + + t + + + + + + + + + + t t t + + + + t + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + t t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _0" (TYP.) + + 4'-0" + + + + + 4 -0" +++ + + + + + + L! 9l�. +t+ + + + + + + �" +t+ + + ++ + + + + +t+ t++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++t t+t+t++t+ + 15/32" CDX PLYWOOD OR 7/16" OSB "-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH 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" orp 5000s 1.8/1.7 nel 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 2x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° r 1/8" gap + r + ,ti FILL CELL r STD. 90° HOOK BOND BEAM U7 a STD.90° CONT. #5 MI1■ BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" max gap • � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8- GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higherth-- Irnnu, 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 Boise Joist Blocking Use 3" /10d1 nails at 6" o.c- l7/ Provide adequate bearing for each lapped joist. �10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below &13/4" d bearing wall must stack over ing and wall or beam below.* L Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. I � 6" A 2' ROUND E A 6 tier DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)z" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" 1'-3" 1'-3" V-7" V-11" 2'-4" 2'-9" X-2" T-7" 12 V-0" 1'-l" V-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 1'-0" 1'-1" 1'-2" V-2" 1'-7" 2'-5" 3'-2" 3'-10" 4 9" 5 7" 6'4" 7'-2 20 1'-0" 1'-1" l'-2" V-2" 2'-0" 3'-0' 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" X-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist Bearin Location Series -Depth- End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000s BC16500s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d I 6-16d SIMPSON MGT w/ (22)10d NAILS TYP. �GIRDERTRUSS 2X TOP PLATE 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. 11 I I� I I� T I-7-.A rAA _ Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °. ° . • • FOUNDATION INFO ° ° ° STEM FOUNDATION y \ 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 6 X Joist o depth I -JOISTS BUCKETS N.T.S. -GRADE REINF. SEE PLAN SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON 410A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE ' a 1=,1� 11 1T�11 d 4. a I-11C� I- rl II� ik. Ir FINI GRADE � III lll=l�l �� L- =1 11 I I=111 LL SEE FND. PLN. _ SIZE & REINF. Ir Gle BELOW PIPE VERTICAL THRU FND. GRADE *. X I-1 I I-1TI-' =11 I— II v d: _ i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE /F PLUMBING LINE PENETRATION e ° . ..o �a J*, O.d -d Zo � e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d . -----� - --.— d d a SEE FND. PLN. SIZE & REINF. v vIRTUAL Virtual R.eV.W , F: � _ :d Plans Review CGi-M IF for compiiance Witt, t; Klanr PXyJ`10 Edition by Debra Ann N N O N r t` �e �i In O j ;;M J F , hLO 00 ° \ 1 d t Q a, • te ii*, 11 "$Ntt?' 0 o 4 � 9 z Q r'\n E > 0� o Moi 3 tN V �_ 0D_ E L i 0) O U V o N Q t �d� .N V LU CN C a) o EM C. 0 O W � w W vi WOH W WQ 0! W1, 0l Z of J� Q I. Q Q�X_�O�(�LLUO0 Z Z W LL 0 Z 2 D drnw�OZOROOMCM 0 H Q- C'1 0 p in Z �O(L>zYpZz'L00UJ Q~l¢iIO�H�-�w2S 0 < OW 0 pQ4 Q U_Q o w 0 0 N 0_W r> C)C:) O Q (All (V J Lr) - Q >_ ,M-"UJ Q 00 z�F— LU W J� N N O N 0 04 O 0 00 co — 00 — ao r- O N O O 04 04 O N CD N N O N O N O N O N O O O O e0 O CV C; O 4 0 0 CD C) CV 0 O Lo y , L N >Cr e- O O O O O O M () Z Z O w vV W U) W 0 O Q Voo Q - oxwQ LO -0 z zW~� < �. =000Z Z 3: J 2 Z w T� �ZZ N w IMF O1�z EL W IT—Q w C) z z Z �--I H a 0 . Z U V J Toll m z Q Z Z III W N cy) LAST PLOT DATE > Apr. 27, 22 0, z Q STRUCTURAL _1 DETAILS (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 1[ (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12" N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7 O.C. 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1 x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARDFL (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ;n MUNICIPALITY. `� 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1 A WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 'v °° � D 0? 6 MIL VAPOR I I D I —I == z - BARRIER `V COMP. SOIL. IIII D I I= (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. PAVERS RECESS T z M J. ° . ���II��I.; �..a• . 4ee I o0 . e SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. e 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E •6x6W1.4xW1.4 N WWF OR FIBERMESH D I 1 wi = o 1 8ee 1 - V-4- .. .1 --8- TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 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 (U.N.O.) 1 .N O.) (O(OR / HIGH STRENGTH GYP. TYPE -X' @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE CONNECTIONS. ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ L11 —A JL 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0' (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) --aNSULATION PER CHART ON FLOOR PLAN 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `'' 9 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 A.F.F. ot 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 e a . A. @ 24 O.C.) Zee WWF OR FIBERMESH �� ATTACHMENTS 2 WWF OR FIBERMESH e a .q a °... ' " 111— 1 1 1 I- :4 e N a e. °° 11-1 1 d =T1 I I —I 3 rI-3 1/2"(miIIIGARAGE DEPTH VARIES 1/2"(m4I1�1=1 III —ITS 11� I I I� I i—i i i i i rr (2) #5 CONT. 4" V-4" 8" (2) #5 CONT. GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ rcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) I SCALE: 3/4"=V-0" S3 0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -c05IC-- NAILED W/ 8d COMMON NAILS @ 4" O/C e°5 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C JM LOAD BEARING OR INSULATION PER FBC AND ENERGY �o N�NN °�5 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT °° NOTE: INTERVALS NOT EXCEEDING 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR " "°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT BOLT INFO. 5/8"x6" "J" BOLTS BOLT �° 24O/C V`// 2 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING _ FIBERMESH N � WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS c., _ e 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR r ° ' D D _ GRADE 40 MIN. Fy= 40ksi - GRADE ++�� z_ #3 & #4 LAP SPLICE ° D FINISH GRADE a* [GRADE 60 MIN. Fy= 60ksq g - I MONO OR STEMWALL p z c'' — _ o D' 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN W ' �I I �I I I ITI D• I I �I I �I I �I' D o. °k D _ _ °O 6 MIL VAPOR BARRIER -1I I P D ° I �I I �I �I _ °° ee FOR CLARITY e ' �I I I III=III—I 11=1 I �, #5 REINFORCING BAR R 1 7/8 I I I �I I F I �I I I-1 I F N Z r D _ II—��� #5 LAP SPLICE I I . ' 111=1 I I —I — '—I � NOTE: p I I I �I I �IIF * g I �1 I �I�II�II�—P COMP. SOIL. (COMPACTED TO D FOR BEARING WALL I -=-I I I� 11=I I I� I I=III-' —I I W/ UPLIFT ONLY _ _ 95% MODIFIED PROCTOR ASTM D1557) I I IIII I I=1I�III I I �� 11— II 1 �'' 4" 1e'4,e ' FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 — — — _ • ° (1) #5 �REBAR w/ OPT. 1=1 11=1 I I=1 11= I 11=1 11= I �SC,ff.kN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' � O.H.D. RECESS CV M N _ ° ° I °o �I I I I .•� w:; ;. I II�� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'_0" J CONT. BEAD SEALM — • ¢ INTERIOR • d ` . 4" 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 m a F- M 6 MIL VAPOR - BARRIERi (2) #5 CONT. —I I I. 11 I .I 1 1 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1 e�ee 8ee #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO d x SEE PLAN FOR x & LAYOUT DESIGN ° e — — TOP OF BEAM ° ° �I1--III SEE ROOF PLAN FOR STRUCTURAL ° _ 1_ 1L 1 I I---1� II- ' °. (2) HTS20 BEAM SIZE & , , —I .. N I (— CONNECTION INFO M _I 17 11= 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION r� cn c .E W COLUMN SIZE AND BASE Es W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM U) SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL a O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C- ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN ch CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 Z G D a ° r, FILLED SOLID (SEE PLAN FOR _ — o .4. 6 x 6 W1.4 x W1.4 N ' SIZE AND REINFORCEMENT) 0LLI °• =1 I WWF OR FIBERMESH �, BRICK PAVERS or SLAB PER a W Owcnw 00 w II III�II Z -11 ! o • ' ° a z < °' ° a 0'-0" FIN. FLR.�, COMMUNITY SPECS N — i—I �—� � � , I 1 I I I E=I I I ¢ I I E= w 4L 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 11 1 I 1 �111 =1 I �I I I I I �I I DOTING �I 1 Ill, 1 ...111 BEYOND PAD REINFORCEMENT I I �— 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 AUG 2 4 2022 vIRTUAL REvlh .; NSSl3 Virtual Rey/ie, v Plans Review Cain;. 3p., rrd for compliance with t, :c 10 Edition by Debra Annu Klahr PX: )JO N N O N N �s c. \ J 1• LO w;f • \ 1\� ; m \� `�' e 4zl� co In *k r •�' � • w- u z w r�., �, x 3 p \\ w °v Q� ? N � f7 to V Q �_ °�_Um q -L L O 2 0 o _ �\ _ lJJ /0, U-8 F Q t U a� r �V) U w Q� CNI a2 CO L E� WW �W vi W0H M� O W W J WafmJ yZ� Z�9WW02<0 ( Q� �W LL00JO jX-jLL�Z2-jQ 9oZ'0F0omZz HV�ow (10 a>zZY�w-10 c) �d cn Z LL ~w0�<�wL� U) —20a 0W0 0QZ Z) a 9Qa O O N 0� O O z J Ln U) U- F- a ctii Q U Q O Z I— Z � W Jo N N O N 0 N O O 00 (0 O O O O O 0 N 0 N 0 N 0 N 0 N 0 N 0 N N O O .— O r- O O CV A O N 4 0 0 0 0 O O N 0 0 ' ^ �l e� ` N > 11 0 N 0 M 0 I 'It I 0 In 0 Cfl 0 I` cr M (� Z Z OLucn VV o 0 Q E--O�a eeii L Z W F- m O Z z J z - i �z � r-'i _ Z z N W IMF 0-Rz 00 U) r Z T-11 Z �Q0 • Z U J a OV MMO W z z Z WO) N LAST PLOT DATE > Apr. 27, 22 STRUCTURAL z Q _J DETAILS —MONO 12 _Z,(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED 2x6 / 2x8 WALL BEYOND SEE PLA FOR HEADER CONNECTION (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN N (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� 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) Od NAI S SINGLE 2x CONT. BASE 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/(1)#5 FOR CONCRETE PLACEMENT 1 • • .• ' •' ■■ill MEN �IiBI IIII� moll lNINE Milli IIIL� ■III lii■� NINE Milli IRII� NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J w > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 0 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF -...... _:::::::::::... GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -CL 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 rOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) 1 (4) 1 (2) 1 (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER, SIMPSON SP2 w/ (12) 10d \ �( NAILS AT EACH STUD \�J 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD - 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - SIMPSON HETA20 w/ (8)10dx1 1/2" 71 NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD 7 MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS Q a. RECESS LINTEL 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 �g.Sti ICE STAGGERED ATTACH ALL -' EXTERIOR STUDS W/(Al 6d TOENAILS TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL K'M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON n C C P.T. ATE JlmrJUN or4 SP2 SIMPSON 10( ST co MI TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 J A 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w z V2-16d 0 2x TOP PLATE U) NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" ' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE /- 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 s • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 AUG 2 4 vIRTUA, REvIE`:r ASSI� -r r Virtual R��i IC- Plans Review c ir', for conlpiiance with ti-t: 2,6 Edition by Debra Anne Klahr N N 0 N 04 LO s- r. °0° ���J 1-41 w of Z i >0' °u W ch 6 z. N V -0-0- 2M Y/ �-- L M Q 2 O 0 G- S 0 a t ��� .N V LU } W L p Ecco o) a�0 m E- a LLJ LLJV ❑w w0E- WFQ Dg� iY�Yzw Z O <aX-Zw Q a ouz)mgcO _ D� LL u-- �J H¢¢ r490Z0Eo0mZZ 0 Cy Q 0 ��Z (5LU(LW nzwLUfnwi'¢� J Q0WO�H�Z�WpmUOQ oaf o n oQZ�ga ,_¢ 0 LL A CD O N 0_W I-- > � ��C:)o O Q U) Ln J LL LULn �a Z U LU w _jC) ko N O N O N O O c6 T_ � o0 r- 00 r- O N C:)O 0 N C:)O N N C:)O N N o N N 0 CV N O O— O O ap O N CM O N 4 O r O O O O O O e- O e- N O 0 ' ^ �1 J ` > .-- CD N 0 M 0 4 0 to 0 CO 0 1` mt Cr M � Z Z O vV oWU) 5: C)Ur 0 Q ~�w� �Q �— -� z zw~a � � H �m0Z L0�� z Ti �ZZLL N Ovg}W Z T-1 Z Q O Z Q 1 U V �0O_ F== m Z Z Z w J W v N LAST PLOT DATE Apr. 27, 22 STRUCTURAL z Q , I DETAILS SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 911 SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (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 - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45^± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A 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 (2)10d TOE NAILS @ EA. •� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE &SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4'T' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS " MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION- 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r T X-BRACING, AND TOP "' SEE STRUCTURAL CHORD BLOCKING - NOTES AND NAILING INFORMATION � `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ ° (2) 16d NAILS WOOD TRUSSES �° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 /� 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED Vd/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6' LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") 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 -M -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 1 1 IF:Nm 1 1 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. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /JACK TRUSS / SEE PLAN FOR 2x4 "T" ON TOP OF PANEL 4 L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :.. 10dx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT .........,........ , ..,.......� .., ..,..... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. V VI" 1 UL!\I \II"V GABLE END BRACING DETAIL 12" SH SCHEDULE ATTACHMENT i SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING I'KL-LNLANLLKLU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTI IRAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO —� TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12)1Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 Sd @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od 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 EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SiMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING--_,2x4 "T' BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ E 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d 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. FIRF1i:i m NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGZ BAYS THAT MY BE REQUIRED BOT TOM CHORD GABLE END BRACING 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30 -0- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION AUG 2 4 2022 v, vIRTUAL Ap,:E,, n5o 1 ✓IrtUal PeViE` v Plans Review c� ,n', ;P ' for compliance with ti �t- Edition by Debra Annlr Klahr P/\LJJO ] Q N N CD t- , .h, o jrJ, co 1 - a_ ■ 1 w w �f 0 C r F w 0 z Q di ,} M S N u C) ^ u A� W L O mu 8 o O �g m .N V w Q� } 4) E� rn L � � �I3� 4 a u W ow Zvi w0F 0 wOX Q ozW ¢Ujoo5w � o�Z�U-oZ2H�ZQ O OOWOOao LL�>zYozOWO0OaOgzL Z a-�Wn 2320 < O� 0 oQz� u- Q O Q tL a O O Ow O a" O UJLn LL a Cii Q > Q O Z � F— w W C) -j l0 d- N N O N O N O O c6 co 00 �- 00 O N O O O O 04 O N CD N CD N O O N N N O N N O N 4 O O 4 O O O O O O N O A O N _O ` Q) > CD CV 0 c+7 0 -t I 0 lO 0 c4 0 ti w Z wo v OV �iEoo WvZ� O Q a -0 �--- OaiQ �( z zw�- � ` g =m0Z 2z�W 0 z Q zof ,- 4 Z z N 2 00 0 Z w ■ QJ Z l�'1 Z z a 0 U 32 D0 U J Z m a- Q Z z uj LAST PLOT DATE Apr. 27, 22 z �0 STRUCTURAL I DETAILS 12 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) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL :D NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = 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)1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � � � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD u_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT OR FELT PAPER FOR MOISTURE 70. E BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 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 MUNICIPALITY c ed M NHI�IbllI���1 I�I�6x6WlAxW1.4 WWF OR FIBERMESH I �I—I y--I 1� I I a a STD. 901i00K (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cn i; 4"x4" INSPECTION PORT AT FILL CELL TYPICAL wcnEACH a. AT GARAGE CONTRACTOR 04 TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4 YO 6" BELOW GRADE =1NISH GRADE 00 1 "-"'-" `-"j1 ' STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR I ' ' ' I I (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL � • w�1 *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 SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL 11TII AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS FLOOR TRUSS SEE FRAMING PLAN O0 SEE FRAMING WEEP SCREED o z PLAN INSTALLED PER MANUF. r m 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" O/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 202 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 TRUSS 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)1Odxl 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. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRU — B.U.C. (8) 1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS O SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH s e: - d 4. —1 •d a • e •e I -I I I 1 I III , l 11=1 I ! I I I -I 11=1 11:8�":r C #5 CONT. ON 3" II�II�II�I�III F8" 1'-8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. S6 w CO 0 CD 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF U' NOT FULL F HEIGHT SHEET C co Z G FLOOR SYST M f(2)- 2x TOP PLATE BEYOND 1 15/32" OSB EXPOSUREI ~ F SHEATHING w x SOLID 2xCO C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X- aU C x crw x E 2x STUDS w BEYOND. y SEE PLAN O 0 U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I rI r\/A'rl^kl I'MA^19A■A 3/8" "S" = NAIL 3/8" SPACING 3/4" S S 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3' O.C. STAGGERED FOR SHEATHING VERTICAL BLC(�(ING SECTION X-X 10 Tj*1 SFEp ��W �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.) AFNr,IR�OR WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM V SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Ill JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN }§". z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL 2 © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. 0 w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. co E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL J w LL ¢ 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J >. Q r- O aw/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Irr00cn t~n OF m LL (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w p MEMBER IF GABLE END LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131' X 21/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (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 3116" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH d.. �. a. T -III—III—III—II .. M III —III —III I I • . -1 I I —I I I —I I I- A. II A • M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 ;III1� I1 - o z (3) # 5 REBAR ON 3" CHAIR �� 4" 1 V-8" W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 JIRTLI"., RE vit .l A6i13 - l ,lirtual � 1. glans Rev/ c 14;F for comp Edition by Debra Anne Klanr PX��� 04 CD .? F N r 04 F_{c,` j, d e4 r ` v J In 00 • I �Nyk IL '�a'. '.•\ � W _ AR� �. _ O w 7 � Q � E /11 ? -0 o VJ Q M >} N M 4-V co -0-00 OM � 0 u o rnrnMIEN o VJ O LL e m Q s�a��< .N w cQ� 7W� Q C M V1 _0 0. ('L ow0w �Q _jwjezLI ww2� Y zIr OX -j03: '602o aJ— Q U QQof 1- 1.- zu-u. �� cywa�oowoomz zOf io 0z_jaYO (1 U Z w >zZzu-0L0 0wow<��wa Ua 22U oo OQzgQ a < A O O N 0_w Ln n C) cn O Q U J Ln Q W L1 � a � > Q Q 00 ~ Z � w J� lD J d' N N O N I O N O O — 00 — 000 — N 0 0 04 0 N 0 N 0 N O 0 N 0 N 0 N N 0 N O N O O 00 M N d' 0 11 0 0 CD N 0 O ' ^ Y , i �- 0 N 0 co 00 LO 0 CID 0 I` M (ncr ♦�♦ Z Z — Z O W fn C) 0 Q F-o�a oa-T �m0Z O tz J Z > Z af Z Z u- N OVa}w 00 DZZ r� Q Z 71 m:QO 0�• • Z U CU a. O _C m of z S6 a Z Z J W N LAST PLOT DATE >T_ Apr. 27, 22 STRUCTURAL z 0 AAAAAAAA� J DETAILS -MONO 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION MAX. 8 DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO x4 P.T.3/16"0 X 3" LONG FURRING rr rr FURRING 3-1/4" LONG X 3/16"QJ FURRING (2) ROWS 3/16 x 3-1/2 TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" 2Xg #5 REBAR �P') AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d 4" O.C., 2 ROWS STAGGERED N o ,� ` .ti r - 'y N STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH D. 90* HOOK 2x BAND JOIST 1h'/ FACE NAIL 10dj. , (° f- �tE�^J J a' — MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NAGS �� (TYP.) @ TOP & BTTM CHORD, AND (8) a,.k 1x4 P.T. & 1x8 P.T. 3 DETAIL STAGGERED @ 12" O.C. STD. 90^ FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. e � .• ,� y �.� Lo ;'�•� " 3/16" x 3 -1/2" DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT i Ll' 1]NOTE: WEB METAL SEAT PLATE � s~;t � �� ` � /�'' � � " \ SOS �A, O.C. & 4" FROM DOOR JAMB (REFER 1/2 DRYWALL EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO - = DOOR JAMB (REFER �� APPROVAL FOR CONN. 2x8 P.T. 2 ROWS 3/16" BOTTOM OF BAND . a n w/ TO PRODUCT 2 EDGE DIST. O� JOIST TYPICAL w O . APPROVAL FOR COLl NN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH � \ TAPCON @ 16" O.C. & FURRING END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ NOTC FIRST COURSE ±2 @ SIMPSON HGAM1OKTA @ 12" O.C. � w w 2x8 P.T. ATTACH SECOND PLY w/ w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" zz 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK +5" BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP `a^)' u > o^ o SCALE: N.T.S. SS SCALE: N.T.S. SS W L 0 M v^ m (� N � SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. to 7 } M /t'' V o O � M -0 70 W w O) M � � � O 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP O U-8 ° cc), i -� W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS SEE ARCH PLAN AND FILL 1st4COURSES �: SOLID W/GROUT •N Q� EMBEDMENT INTO BLK.) 1/4" MAX " e 2-0 8 1 PLY PRE-ENGINEERED TRUSS PRE-ENG TRUSS DESIC'A ;. V Lu L C) rn 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS - .- SEE NC a F 1 BELpVJ n -aa BLOCK HEADER ARCH BLKG. & BUCK:<,; :,-. ..;4,_ <. - • -'°" SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL - t'! SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d , - 5 - 2x SUB FASCIA { 8d NAILS AT 8" O.C. AT BUCK "'`"' "°"`�" '"' "- ` "' SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) tip'_;..;.;:... ,...a;- ' _ �_ r ALUM DRIP EDGE 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THEa<" INSIDE TO ALLOW FOR INSULATION ' . "` ''t ` : ', `r:.-:' ' I -�� BR WALL TYPE ALUM FASCIA '. BRACE(S) 2 x 8 BRACE/ BLKG. rr 7/16 OSB TO BE INSTALLED , y .: T a.... BOND BEAM OR CAST IN PLACE BEAM ' T" _ _ PEP, PLAN 1 1-3/4" TRIM PAINTED I 1, FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. , -. SS NAIL w15116" HEAP F :-'HANNF`,-E------- 1` ' ` - DIA @ 24" O.0 FURTHER INSTRUCTIONS. ,r' ` '•.' ' SCRIBE (NOTCH) - BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL A` TENED PER I, I- NOTF 1 BF OW CONT VENTED OR SOLID SOFFIT ' OVERHAN •, ' .. :4 CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. CONT 2x4 NAILED TiD 2x BLOCKING NAILED TO TOP BLDCK►NG w/ "-I'd NAIL'S(-) C:HDRD EVERY OTHER TRUSS ,, INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN w./ 3-12d NAILS, TYP, (•-) - - - -- - RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w w w w w 0 0 F - INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 1. G.C.. BUILDER TO VERIFY.!PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRE..SURES SPECIFIED FOR COMPONENTS AND CLADDING FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'%" WOOD �� ) () LISTED IN THE DESIGN CRITERIA ON SHEET SN. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. W (�j W w 0 a g < Y z z ¢ X J < o w < LL O OQ J O SCREWS @ 16 O.C. MAX. OR IF MASONRY WALL 2 FOR St�FFIT ATTACHMENT AT `"JALL PER ALPHA ALUh1. INC FL# 16544 R5 FL ( Q Q U : 0 z w LL o z m o a s O � 0 � 0 0 ARCH DETAIL i 4' MAX. RAD. USE (1 SIMPSON 1/2" HD TITEN CENTERED w/ l ) (CENTERED) / PRODUCT APPROVAL) F CHANNEL FASTENED TO: n - t.7�1U w. T NAIL DIA. rm 24 O.C. w 5 B' rti11N. EMBEDMENT F-- � o cy in z o m z z � � inwiLw(n Www65of 0 0 > Ov MIN. 4" EMBEDMENT AT 16" O.C. .057" WOOD wi i 31 16 GA. _V4"x1 i4" CROWN STAPLES r&_ 24" MAX- O.C. IN DIAMOND �� �� -0 rj -0 cy Q Z z n- z y o z w z 0 w a < a a 0 w a - - w z o a a SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. / PATTERN SUB FASCIA phi 16 G'A. 3/4"x IJ4" CRGWN STAPLE d EACH GROOVE �. INISH FLO u- o w o ? o Y z a a LL a 0 F a LL 2 x 8 BUCK -CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B EMBEDMENT INTO C.) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL STRUCTURAL SOFFIT CS' FO •� SCALE: 3j4" -1' 0" (`*) FOR ALUMINUM SOFFITS WITH SPANS ° `� e ° o p �1/4" MAX r " { 2-08" REV. 09 23,2021 > 1'-4', INSTALL MID SPAN BLOCKING PER ,: #5 BAR °p. P o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON / THE SOFFIT FL PA INSTALLATION CRITERIA 10" s CENTERED W/ b ° N 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS / *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. P e TOP o - — o �� d. KNOCKOUT/ N CHAIR BLOCK O W ( II V r*-. 2 X 4 #2 SYP SCAB TO SIDE OF '� TRUSS AS SHOWN FOR O.H. UP TO 2-6 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END — PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) II —I MONO FOOTING - _ D � -I I •a o °. °. > � O � 0 . M O x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS / *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. _ SIZE AND REINF. PER PLAN III —I AND SECTION DETAILS MLn BRACE EXCEEDS 24" JACK TRUSS PROVIDED BYJ X OV 2 8 VERT. BRACE(S) LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF INSIDE TO ALLOW FOR INSULATION ARCH TRUSS COMPANY OR 2x4 / FR/y TO TRUSS TOP CHORD qN �Fiy CLEAN FILL o ° ° Q Ln x TO BE INSTALLED #2 SYP @ 24" O.C. + + �T/y PLYWOOD SHEATHING DIRT z � �- M 4'-0" MAX SEE PLAN + ° STANDARD b . + °. 00 BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE �r 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + + 0 9� HOOK N #5 BAR IN Q U Q z V I— TC FIT ARCH CONNECT W/ 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/i' WOOD SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY BLOCKING AS + REQUIRED + +[—TO FILLED CELL - - ; ' �; ' ' �; ' ' ; . . a, a a, A, Z W J O 4 MAX. RAID' SUPPORT _ , - - p INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" TRUSS + SOFFIT ' �'� �'� �'� �'� .- .• a• a• a• a• kO ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS THRU OSB INTO 2 x 8 ARCH DETAIL �( SHALL NOT BE FRAMED AS O.C. HIP. DESIGNED ONLY FOR THE SECTION @ENTRY + + + 2X4 SYP . a STEMWALL FOOTING SIZE AND B-B L EACH TRUSS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS 04 AND METAL ROOF FINISH SCALE: 3/4" = 1'-0" CONNECTOR O N , ` GLASS BLOCK INSTALLATION NOTES SEE LINTEL NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, p A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY SCHED. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. o AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS To JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ENTER SO IT EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR PRECAST LINTEL p D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL SEE ELEVATION DRILL 3/4"x5" MIN. HOLE SET BAR IN a0 (0 r- ao r- ao - O N O N o (N �- N 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE 2X2 #2 P.T. MIN. FOR OVER HANG EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP W/J-CHANNEL SECURED �_ " (MAX. 4 0) O O O O O O O A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL @24" O.C. FASTENED TO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT N N N N N N N REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAI_ PLACEMENT. FOR SOLID GLASS ANCHOR CMU W/ 3" LONG T-NAILS @ MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") & & o o a0 cV M O BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 24" O.C. N o p , � , , NO COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS SECTION @ROOF EXTENSION M z #5x6' EMBEDDED INTO EXISTING BOND BEAM o 0 o O E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IN. 3"CONTOCCURS TOP WITH MIN. 3" z �— IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER " 6-0 F•F• SCALE: 3/4" = V-0" SS 0 O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER FILL CELL FULL HEIGHT W/ 2 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. NECESSARY TO USE MORE COURSE) EXPANSION STRIP 0 v NON SHRINK GROUT. '^o Y , N O M O .41 O Ld o (fl 0 ti LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS ° xt. � A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '': '' ° ° SEE SHEET D2 AND SIMPSON HTT4 w/ (18) 10d x 1 FLOOR PLAN FOR w REINFORCING AS FOLLOWS: * } SEALANT =;';'.t I=I I I� I I� I � I � I F ' F ' 1/2" NAILS TO STUDS & (1) - MORE INFO < a g ' �' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.;' g°. I � I P I I� I I I I I� I � II r 5/8" DIA. ALL THREAD ROD j #5x6 EMBEDDED INTO z Z * PRESS PANEL REINFORCING INTO PLACE. :;`.- :: Jh`: ;` - 6 MIN. LAP SPLICE W/ P � I I� I I� I I- EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6 EMBEDMENT & " v ? � EXISTING FOOTING 2 #5x6 IN CONC. O M � v`/ z O - w c� * _ _ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ::: REINFORCING PANEL SMOOTH. DO NO FURROW. .,Y `ir I I o ° U I r. 3 MIN. EDGE DISTANCE Q cn �r> N FILLED CELL �--� _ O W w - _ > U- F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT ";`, = >' ' ' :: I I� I I- DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY _ F- 00 w a FURROW. MAINTAIN UNIFORM JOINT WIDTH. a',..,.'_ '` " 6" MIN. LAP GRADE o. o -� � �- D ° } 's.� O 0 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° e Z Z a 2 w ~ ~ H REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS N g \ o P t� Q �- fy w Z RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT = � 2 z TIME ~ SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3" (� O w z 3 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 L16" MIN. COVER EA. WAY A SECTION Q 0 Q w 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING 0 2 z of z GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. W I� 0 a- Q ~ z J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SECTION AT DEEP MONO FOUNDATION RETROFIT FILLED CELL DETAIL N Q V >_ D z z SCALE: 3/4" = V-0" RETROFIT FOR MISSING = Q p K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. z rl z ~ MSTAM STRAP INSTALLATION OF GLASS BLOCK - V SCALE: 3/4" = 1'-0" O d � m z a z Z J PJg15 RE V`. t. n I vIRT�AL /\ RC,,P' ,' ,�� V Virtual � . Plans R�Vi�;`�"J �-`,'r,' - � �,�; '"� vu l � 1", t. � > LAST PLOT DATE Apr. 27, 22 for 1piial �� c �o COn ;t� r,C� r-�t�i dition by De'- z Q STRUCTURAL _I DETAILS—RETRO FIT SCALE: Z' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE 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" VVNLL 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS EW "A" SCALE: 1" = 1' -0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE:' = 1'-0" 3/4 PLYV1 ON DECK 2x8 SYI AND Ni FRAMIt 2x4 DRAF STOP 2x4 BLOCH C SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 202 PT UNDER 202 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 202 2x4 PT UNDER 202 G-1 TOP OF STRINGER SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ " X 2" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER T" EDGE GOLD OSB OR PLYWOOD OR 1 t"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. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING J 1 /AI M k.oUINJ I MUU I IUIN Ur. I /'-\I LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND ) TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10d x' ECTION VIEW "H" SCALE: 1" = 1'-0" AUG 2 4 20 1 IS clans for con ipliancc Debra p,nn� Klahr RX���O edition by De 1 .. Syr;. .F (V cm h" J COS' . ,.7 • �r LO 00 1 ( Q w O 0 -i w 0 Z Q �I, 'Di E W L '= �? u to iM N - N AV, c 7_ d co L conc C 0 W o u 7�1 0 v_/ O m U 13g < �tn u w 0 C W L C0 C co W NC' o w vi w o H- w~Q Ir2[C QC� C�OQw<'Vo�0QU <X-iwZmoc'OW�-U0U) Q azWWO� 0 OROOm jui zOf cl (9p1az0 000 a) 0 ZW0���Z�Wo0 LL Qo,< oaf oz) oazg Q LLQ O �QLL O CD N oW 1-- ���0 . o Q (J) J Ln � V)LL W Q Ln � CL cii Quaco Z F— w � W JC) �O N N O N i O cV O O co � T-- � r-- o T-- O N O N O N � N O N O N & O N O O N O N O N O N N O N , O ,, 1 r O O O , O ate O CV O CM N , O O O O c- O O ' LO L O > 0 cV 0 ch 0 -4 0 LO 0 I co I 0 t-- c M Z Z O w in vV O W0 W — O V Q 0 3:Q Z Oa=Q Zm~� =m0Z Z 3 J Q Z X N TI w � Q_ OJ2z Z Z a V`n a. zz .. T Z ' Z m<0 U U O O J a F. m Z S Q Z w J WT04 04 V / � LAST PLOT DATE Apr. 27, 22 .. z O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 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. S. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 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: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAIT-CR�T� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M-OB 8F12-0B 8F16a 8F20-0B 8F240B BF28-OB 8F32.OB 04 8F12-1B 8F16.1B 8F20.1B 8F24-1B 8F28-1B 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 17034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390(47)1 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 1 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1 1326 1697 1 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 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 <^wp F"m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6.OB 8RFIO-M 8RF14-OB 8RF18.OB -OB 6-0B R90-OB 8RF6.18 8RF101B 8RF14-1B 8RF18.1B 8RF22-1B 8RF26-iB BRF30.1B 4-4 (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 16639 8060 9479 10893 T-8" (68") PRECAST 866 920 1770 1716 2277 2839 13402 3966 1167 2481 4567 6389 8060 34 791119 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 12253 3129 4091 3146 526 999 1 1568 12253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R" PRECAST & PRESTRESSED U-LINTELS 4CA" ►� ''"� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU T-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 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 ''"�■ � 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 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 [P8F16-1B/0T c OO 8F16-16/1T 8RF14-16/OT 8F8-16 O O O CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12-1T 8F16-1T 8F20.1T 8F24-IT 8R8_1T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 14038 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 1 686 1183 1526 1 1865 2204 2544 11-4- (136") PRECAST 474 485 798 15 1034 15 1272(15,1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968P637 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 909 13 1052 13 230 364 609 897 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 754 12 872 12 192 303 500 732 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 646 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), 86113 997 13 24'-0" (288") P".ESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 1 450 600 75612 815 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4c^wr_44sm SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH BRF6-IT 8RF10.1T 8RF14-1T 8RF18-IT 8RF22-IT 8RF26-IT BRF30-IT 8RF6-2T 8RF10.2T 8RF14-2T 8RF18.2T VM-2T 8RF26-2T 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 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 13935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 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 (151 2322 16 395 1 589 1135 1514 1893 2272 12652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 e 4 > C 0 ° ° 4 8" PRECAST LINTEL W/ (1) #5 HOR CONT ° c BAR & (2) COURSES OF 8' K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D Q 1-1/2„ CLEAR C.M.U. C J = � Q� ° _(�!}mJ� Luuzw� a #5REBAR AT o c L'dISTEEL °BOTTOM MIN. (1) �aUO REQ'D LL 'O 16 GAUGE POWERS < 60 w � 0'� " BOXED c 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 T�GROUT " CLEAR z =C.M.U. a f� m z = Ln `.�°BAR AT BOTTOM TEL CAVITY ° ° BOTTOM REINFORCING 7-5/8' PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-16/1T NOMINAL WIDTH) NOMINAL OF #5 OMINAL HEIGHT REBAR AT TOP O O (-F UNIT'1871- 1ST FLOOR PLAN 1 /411 = 1 '-011 (G �Iu WG 2_ y 2022 V�/ :, VIR7l1PL ,-, r•. .. Virtual d Plans Revie for compliance w►Ann� Klahr P X`�u0 Edition by Debra N N O N Fz F P'00 dy I L0 I Z SOS •,� ,tt w w 0 Z Q to N u-) to-E > 01 ^ O °? u My W ti M,�uc-i 2 co N V co �M /- = 0 50.. 28 } u_ o •� O '8 m Q � U s _ a- �N Lu Cc� i EM o v �a a W W w wWF- wg'' �Yzw Z (� r�W11 Q Q V LrO-J�O trCOLL00u- 0 j�0JZ-LL:-25`OaZ Q F- 00 O Z NW��OZOWOOWm U Oa�voww�wu_w7- 0 (f) LC ¢R°d m?wzo�Uma- Ow~f- two Q 0� o =O o QU. � x O 0 N 'O W (J) = N Z ,>,kp0 O Q Ln J LL cti DD z I- z w �C) gO N N N O N O 00 to r- op T-- GO V- O N O O CN CN C� O N O N O N O N O N O N O N O N O o O O CO o N M N 0 0 O 0 G 0 O O N 0 �- O ,^ �l , O O N O M CDO NT LO O CO O t � CO Z Z W �/�/ w_or-o U) O� oOWa oaf W2 LO -0Z ZWH 2m0Z �! �- vZ3J >-2ZW TI CLZZ N rok%�a}w It- 00 Q (1) Z Z 'rl Z T < 0 �c g a oV 0 W � Q z z w w w N 0-) LAST PLOT DATE STRUCTURAL DETAILS . . z 0 J AB 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)#51 (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'S' DETAII'C' (1)#5L (1)#5U DETAIL'D' DETAIL'S' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 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 6'4' 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 8'4y" 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" 8'4" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 398 727 727 582 718 11'4' 10'- PRECAST (2) No.3 2 No. 5 355 649 649 489 649 12'-W 1014, PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6" 11'-7' PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4" 12'-0' PRECAST (2) No. 3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 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 I) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 17 4" 18'-0" PRESTRESSED (2) No. 3 121 7/ 16 strand + N.R. 277 277 202 281 (2) No.S 20'-0" 18'-8" PRESTRESSED 121 No. 3 (2) 7116 strand + 256 256 188 262 (2) No. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 121 7/1 + 219 219 165 229 (strand 2J No. S 2) N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7(26No. 203 203 155 215 5d+ N R. (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED 2 I I No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED Ij DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ �T r' QUANTITY Of #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [I8xl6-P-1 L/1IU] NOMINAL WIDTH) ` QUANTITY OF#S BAR AT NOMINAL HEIGHT J UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L 111#5U (1)#SL!1)#SU (1)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J DETAIL W 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 N-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 W000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 N-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-7' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-&' 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 81-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4" 101-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'4" 101-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0' PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED 2 No. 3 I l (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'4' 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 I 1 (2) 7116 strand + 993 993 600 1084 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.S 20'-0" 181-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 834 834 390 763 (2) No. 5 27-9' 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2J No 5 642 642 306 599 DETAIL "H" DETAIL "J" DETAIL "IC TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x] L/I U] I6-P-1 NOMINAL W IDTH] J NOMINAL HEIGHT ` QUANTITY OF 15 BAR UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8LLxl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1 I UU0) LL SOLID #5 (2) U (1) L DETAIL'DF DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 7-4" 2'-U' 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'-7. 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4" 3'-0' 2-8' PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" &-a, PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5' 8" N-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-8" 5'-4" 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 91-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 r A"•F DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/QUANTITY OF #5 BAR AT S-SODDLINTEL [LOWERLINTELCAVITY [8x1I6-P-1L/1IU] NOMINAL WIH J `QUANTITY Of#SBARAT NOMINAL DHTEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No. 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 F-4" 101-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1 121 17-0" 10'-8" PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-6" 11'4" PRECAST (2) No. 3 (2) No. 5 937 937 685 978 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 804 1 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No. 4 19'-4" 18'-0" PRESTRESSED 12 1 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 + 607 607 317 601 (2) No.5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 524 524 277 526 No. 5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No.5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No.S 399 399 217 412 TYPE DESIGNATION P :SOLID LINTEL/ E' QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [I8x] 6-P-1 L/1IU] NOMINAL WIDTHJ `QUANTITY Of #S 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 10)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 1 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST 12) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" 1 F-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" 17-8" PRECAST 121 No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 121 7o. 1948 1948 1093 1591 4 (2) N (2J No. 4 1164"4" 14'-0 PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 174" 16-0" PRESTRESSED (2) No. 3 121 7/16 strand + 1368 1368 771 1264 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 1084 1084 615 1095 No.5 20'-0" 18'-8" PRESTRESSED 12) No. 3 I21 7strand + 1008 1008 573 1048 (2) No.5 12) 2V-4" 20'-0" PRESTRESSED 2 (I No. 3 (2) 7116 strand + 877 877 501 966 (2) No. S 27-0" 20'-8" PRESTRESSED 2 () No. 3 (2) 7/16 strand + 850 850 471 923 (2) No.5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No.5 740 740 393 772 4; DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 [LOWERLINTELCAVITY [8x1I6-P-1L/1U] NOMINAL WIDTH I I`OUANTRYOf#SEAR NOMINAL HEIGHT J UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81Ixl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL 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'-G' 7-8" 7 4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 1DD00 4'-2' 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 N-C 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'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 5'4" 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 9' 8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 _ r nrrATI "nUII nC-rATI TInTII nCTATI I-r%V" TYPE DESIGNATION S-SOLIDLINTEL [LOWERUNTELCAVITY P - PLAIN LINTEL/QUANTITY Of#5 BAR AT [8x1I6-P-1 L/1 U] NOMINAL WIDTHJIJ 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 PRODUCT'S, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: 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 °D 7/32" STIRRUPS AT 4'4" cc --o`o m M (TIED OR WELDED) Ln N BOTTOM BARS iv SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. 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) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-19' 1 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST 12) 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 70" 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 1 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 17-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-7' PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 2034 2034 1366 2034 14'-0" 17-8" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2) No. 4 15'-4" 14'-0 PRESTRESSED 2 I I No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED I2 1 No. 3 (2) 7/16 strand + 1698 1698 944 1546 2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-9" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No. 5 27-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No, 3 (2) No. 5 898 898 481 947 DETAIL"0" DETAIL"P" DETAIL"Q" TYPE DESIGNATION P- PLAN LINTEU QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTEL CAVITY I [8xII6-P-1L/1IU] NOMINALWIDTHJf] `QUANTITY OF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Lx20'L 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)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 7665 1OD00 10000 10000 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 6054 100DO 8442 10000 N-2' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 100DO 5'-g' 4'-V 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0' 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 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 i 3 PT P]; DETAIL "DL" DETAIL "DM" DETAIL "DN" TVPG nGCIrKIATlnnl S = smaL.)1fitE1 -1 (a LOwy[ Y T [ 8x1I6-P-IL/IU] Nd(tlNL WIDTHJI] LIFP�ER TTLOI a GVITI'AT 4*K Km 0 O O UNIT '1871' - 1ST FLOOR PLAN 1 /8" = 1 '-0" 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 (0) L SOLID #5 (I) U (1) L SOLID ##51) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 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" 54" 5'4r 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 9141 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 81'x241' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOUD #5(1)U(1)L SOLID ##5(1)UU0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO'&'DP' DETAIL'DQ' 3'-8" 7 4" 7-9' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-7' 2'-10' 74' PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 N-4" 3-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 1OD00 6'-8" 5'-4" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2D69 4671 91-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TVPG =4ZIrAIATI/MI FW [8X16-TIP-IL/IU] IdYNL mm-1] L LOtIF1 GVRYAT WOK HWIT TYPE DESIGNATION P-PLAIN LINTEL/QUANTITY OF#SBAR AT 5-SOLID LINTEL LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTHJIJ `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 9'x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 44' Precast 810 2459 64' Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7' 8" Precast 392 1100 8'-0" Precast 363 1037 8'4" Precast 318 981 9'-4" Precast 222 772 10'-6" 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 15'4' Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended AUG 2 hit%% VIRTUAL REViEVASIb Virtual Revie' , AS`:'" ,, ( . Plans Review cull .- iF 4 ' ' for compliance with ti:1~ ?0" Y\ 2�0k o Edition by Debra Annt✓ Klahr PX J o < pC4, ? LO 43 5 < ►am Z <Y _ r 0 x <� 0 Ix Z a ^` n' � E 'r O W i .= M 4-} U) (' 3 co V a0 C E C M 28 i1i _ p o •� O 0 Q iLU Ct� c E'- rn p a CL O l co W 0 1- �~ O' ; Q'�~Zd' W (' W Q Q U �����03��LLU0�_j0 <OXJz0U: 0zm00i,-Q~ 0cnIllW90_0W00mZz v _j<a>ZYOZZLL0OW00a U) O Z Q wOUjH �_LZam( Q Z Q OLL Q O D�QU_ >E M C) 0 N O I- I. -1 1/4 � C) C) Q V M L^ L n rn 00 z� z W �o N N O N 1 O I N O L O i' 00 T- CO CO O O O 04 04 O N O N O N O N O N O N O N O N O O O j) O ob o CV A N �' O � O O O C6 O O O r- O N O r 0 i o N 0 co 0 0 Ln 0 0 0 i� CO W Z Z Z �_o�o W W CO o� 0 W W L z Z LLJ x ~ =m0Z H Z V Z m Z W TI �ZZ ILL N VOa>-W TI Z J Z EEco W Q O Z U �■ U � CL 0 O m a Z z LL1 J W O � LAST PLOT DATE Apr. 27, 22 .. z J STRUCTURAL DETAILS Mounting Braekv% (14 Gauge; +1,f2' x 4.1 2' x 2-12' 1 Q` Dia A325 fTyp.) WatharC / Self -Locking Nuts Bach Cross Support (May be cLx to W) ~`* Right Bracket (16 Gauge) }>r ' #14 Se4f0rd ling Stievrs A/C Urelt Bottum Et1c}r e HutriCaoe Strap JvpicA3infnnt) Front Cross Support �y be cut to W) Left (Bracket (1fs Gauge) 14 Self-Dliiny Strews Tliru Brdckets cS Back Cross Support Into A/C Lind[ Bottom 54de (Typical: 3 each side for hurricane ow) *u}k mine: Lu,no tnitrlATUria err l nil hint 4ah Lath Iieurnzor.eAar Brat.. F�lFt�Ppl lits" SLJ fluxing avidaloia NPem notaxot al6twreea! lee .4 APP61 Florlds DepaAmerrt or Business & Professional R6gulsbwn ►e» I of I Building Codas and Standards 12115=1 Product Approve! Application Detail rttd& eDau-� tau >bte tt Gtt TY0& vasim (j(,Ln•ratJasir• Y& tit Y&ftli&tt Submlll ►aG Amrwvr hicalgggvim Algnnethel 2020 sman Yam RaWcta, utc. Whool Grahmri Hanna, F Moral P.E. Liar Sweden P E. 12m&2 0 12/1a2020 /22M2420 APWo"d C-sea. alwh4ai cdnporlNcds (677)441.0366 PE�Wtli p3u)3o➢-1600 tWCad•gory: PrOdtds Nuroaced"a R• II Of Inh.@anerNantrxm Mew Ted,nelopr Coe -Urns rNAai E.h e - Rspan txr„ a FIWM Reedited Wda•fl or a Umse4 Flon ce Prde"Kned Engrteer i&nd Irndad ra tr wwar r trom 1 9hwr14ar1! iadw n340310 2 9mad vans Modal #4540-511 3 S arlYelrt Mods, 91540,520 4 sn+invent Mated 0540.321 5 SrraWant Nozzle ri84 .524 6 Smu1V•rd Model m16a0670 Sma~ Made, 91540-574 "lleat Oeforaildo Dual Function Ftooa and Vann lti- V 3 Dual Function Flood tad VoriHatien Vent huk4ed ROW yam ":wom tlflood Yor4 186gad: Gaage Door Fred Ymt Wood Nhll nalltted Fixed Pant 14. Sainte: Gang* Door Flood Vent amino Asa " r•QUM raa,ar+r Dab .. rwj�g� a.iw.s Yea AororW for Ur ould" him Yea 11SUMM NA Q� P-man 100At0e IM1,0023 12/1112R2.4 Yp Yet NA .1100100 12rJ1r2W Yes Yes NA a100A100 1213t2023 Yea Yn NM ,tocAloo 12al2023 Yas Yas NA WA 1J3/2921 sip Yet NA r100A1D0 1 Y3t241.n Yas Yet NA WA Florida Depafditten t of Business & professional Regulation Building Codes and Standards Product Approval application Doran Papr, of I In4rM1 nab ofl&ttt la u ttr:P KIN Dag v hat ad&mllm > l;u*AKAtliraau YaliWlaltt IhIUYD samara raceaa mk 61ttRMA ada lit"Non 2020 Drexel Near*. hro Jasr1 ah n1am Zachary R. Poest Local) BOadan P E OBM 2020 0"W2020 OWWZ020 1on30020 Approved CUOQM: R000lg 'Win 103. 10,1 `e Iu 21 j_.i a Iaco 41daCal40W. Modal Roc&no iswunot.@diarmai_tarl eolmionce rMhe2 E+YaNatim Repair Dom a Florae RapiVerrd Archbtl err a Lbw rood nonce Prenmtlona liar GOM .t Aparsiffi.t knoom €" norms Gtdlrw mart R"St m 1 Drexel Motel Roomy 9yalernf Dow 1e1N6. DMC 15D6a DMC 173S, DMc 2008. 12ninD25 Yon No NA r0.160 ONG 5V Florida Department of Business & Professional Regulation page 2.14 Building Codes and Slerdards6 `23m4r Product Approval Application Detall 2ML&DO2 aft I= Version Manuriscurer o� EMGRMF & LleOnae Wiliam B1r Validated 30MMO ter AOOfObI 62gMng sinus Rarlebn ZD210 Tlsrma-Ton Cerporallon Shave Jaspersw, Lyndon F ,Schmidt P E Rye. J King. P E 0015r2021 12/312020 04122/2021 06IS802021 Aoprulrad Category EJnNor Doom (800) 8457628 PE-43400 (813) 7674e SubCabgory 9wmgdog Eale.w Door Awertisiss aiaelxnora@thermablr.co Compliance Mumml! EvehmtMn Report ft... rn, Florida Repslrred Architect or a Licemaed Florida Protesci nal Engineer FL92a45&R6 Pneducls BaCi Qualkyllhouturancre Emga(t,Osr lea GadmcLElml�ag.OprAA= Aooni ed 10r Iles AOel6ued far UM anoo am= itund BANIOWS Raman EMEAM 1 0. Tilarms-Tru FR1r-CMak and Smooth -Star Nominal $am3 ,$ atuotlmpacldgtot Opaque 12f311202^ No Yes Yes WA Composite Edge Fiberglass Sngle Door (I'mobvRJutrwalg; X configuna$or, 2 b 7henrsiTrit Fibs-ChtaK and Smooth-Stof NomMA Seal Muctimgactliquot Opaque 12f3120Z2 NO Yes Yea WA Composite Fie Fibaglnas Single Door with Sedelbe(a) 0r1mra1agr01dsnrnp, XO, OX or OXO wriiguraworhs) 3 1s. Thyme-Tru FterCl ionic and SmoWh-SW Nominal &M,,8 11,quotlrrpact8gwt. Opaque 12131r= Peu Yes Van WA Compwde Eat Filsrglacs Double Door with or w t hwtt Sd.elrtn (bpwirglOuboming: )Xa OXXO eangpuraeAxAAI) 4 it Thence-Tru Filer Chhaatc and Smoot -Star Nomnwl $BwCi6X06quotlepactbqus( Opaque l2rdir1D22 No Yee Yes WA Composite Edge Flbrglms Single Door (I risaingPoulirift X oc anguradon) 5 or Thom10 u FOW.Crt•lc and SmOwn-Stet Nominal itama.0 Opaque 12mir-1 22 No Yea Yea WA Composite Edge Flbergion Single Door with S"Wite(al Qnsv4rgr0ulawing: XO, OXa OXO cedbgureltOeH 6 1 Tlpema-T)u Rbrtlaeslc and SnwWf*Sta Nanina166# 0 &gUxrV .paet8QWw Opaque 121311=2 No Yes Yes WA Composite Edge Fbmrylasa Double Door with or Without Sidaebes WwatrinitiOutsnim; XX or OXXO 7 g. Therma•7w Fiber -Classic and So ocdh-Star Nominal 6&03a..8 8glaotlrrpact&rgAalt; i3aued 12/3112D22 tkn Yes YE-5 WA Composite Edge Fiberglass SMW Door (InAaai 9-uhwn&; X conbguradion) a h. Thems-Tru Fdber-Crsuc and SrtYuttl-Star Norma BBAA;S &pu0tlmpadt8i4,M1: Glazed 12131nM No Yea Yea WA C ompaatm Fage FLbergists Single Door with adeiite(s) pnealirg/Qxswing: X0. OXw OXO conNuratAorns) 9 1 Therma-Tru Fiber-Clati and SrnpOtt-S'tar Nominal S&rr39;6 &quxrWmpaw8qu0L Glazed 12131= No Yes -Yea WA Composite, Edge Fiberglass Do" Door Wth or without Shell es nrNrmnglOu ming: )IX or OXXO GOrIflgL31400114) to ). Thama-Tru Fiber-CHsac and Smoot, -Star Nominal 88#N;06quotl nfpau;3Qudt 01" 12/31 No YM Yet, WA CAr pant& Edge Fiberglass Single Door pnsWnyOhma+zlp; X co,Mgurril I IL Therina-Tru Finer -Game and Smooth -Star Nomnal 91101WO &quOtlrtxNtlaglMt Glazed IIX31MY) No Yea Yas WA Composite Edge Afterglows Style Door Mtn Sideitti pnamnWCutswry; X0. O,Xor OXO wnilgurafi0�) 12 c Therm-Tru Fiber-CixtalC and Smooth -titer Nominal $039?0 "dmpactUquot Glared 12f3lr= No Yes Yes WA Composite Edoo fiberglass DBW+S Door Wth or +rthout Sdaron (Irmwing10utWAng. XT( a OXXO cvnhguraiionQ 13 m Trerma-T!v Fiber -Classic and 5,odf.Scar Nominal 6&JrV.6 6quot:inpactaquor Glazed! Widded 12r31=22 No `fits Yes WA Open Compuerm Edge Fiberglass Single Door pnawiraiOutiwrg; Xoalliguronim) 14 n Thema.Tru Fdber.Clawsc and Sneoth. Star Nominal OSIM.,8 "tlnVadilquot, Glazed fined 12131=22 NO Yes Yes WA Open Gompreite Edge Flbeglass Single Doe wit" Glazed Molded Open Sldelite(a) (InsaetyOubiWr19 XO, OX or OXO coMiguraeons) it o Themes -Tar Furor-ClaseAc and 5rtroUl-3ar Nominal 8&f -W& &quut•Irtpact&qunt Glazed Molded 12f3i r.1 2 No Yes Yew WA Open Composite Edge Fiberglass Lioub a Door wltt or without Glared Molded Open Slietites pnerarg69Wwwig; XX or 0)= configurations} I p. Thenrs.Tru F-etear.C7assic end S-tr-D- Nominal e9039;8 &quaklrrtPaclalo ; Opaque 12f31t2m No Yea Yea NM Compolom Ease Fiberglass Single Door with Molded Open adehr&(s) p n6wn010utswng. XO. OX or OXO confgurat omit 17 q. Th.n T- FiW,-C oxJz, end n+xu.9wx Nominal 65JAW:e aqu Jnv-aglquol Opaque fMi/201-- No Yen Yea WA Comports Edgs Fiberglass Double Door with of wtthon Glued Molded Open Sldelilim (ln&Wr*0d&vAV; XX or OXXO mnllguraerers) Fonda Department of Business & Professional Regulation P., af+ Building Codes and Standards 11iw2021 Product Approval Application Debll goesFumc err Grua no OWL&AM O.a Tim 511mall N&mdig m ssntw Ylkdmw t AM&d Fec AdLravthol�vw am RW OM 2020 PGT Wdu*i. Jam RoeoaYM MFlA4Dede BCCO - CER iaemNDwda MOO • VAL I III9=20 1002612020 1112412020 Aoprow&l C4ngwy. ft-1. Dawn ta4i).664100 Joe) 315-ZSW tubea•gary: Sliding Etbdr Dew A ot-Mr. Ya bQPgond+tMasd Cured.-M,rrod: Gardaote- Mon or LIWrip an F.i OuravAirman Aaerevadwun ANM"fotuu mom. gin !&a ! wee` 1� it..r . r Ir.. $ U in HY i $d�l9roi R .2etant = a a ift7o (uga Mart Impaor) Vnyl alweg mesa Door d41142021 vat Yaa WA March 15, 2022 AA��:Zi19e1�9�x�31yC�e�4C�7.�9:ia�r�r As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cate o /Subcate ory Manufacturer Product Description Approval Number(s) Test Pressures Expo Date 9. EXTERIORDOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NC N4MPACT) FL20461.1 +67.01-67.0 psf 12/3112022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80r0 psf 12/3112022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 N OA 21-0205.03 + 38.71-38.7 psf 4/ 14/2026 C. SECTIONAL Warne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248r11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747.and 847 Single 8t Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/3012025 B. HORIZONTAL SLIDER Mi Windows and Doors Series 188 - FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and hors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 F L243.5 NIA, 4/30/2025 D. MULLION Mi Windows and Doors Series 5764 FL15353.2 NIA 12131/2024 PGT Series 5500 FL261.1 IAA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofllt FL16544 R5 +54.21-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 IA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof} 151b Felt Underlayment FL12328 WA 6/29(2023 Plyglass USA, Inc. (1br Tile Roof) POLYSTICK TU MAX FL5259 NiA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents F L16918.1 - FL16918. 4 N/A 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12131/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tle Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. M ETA L ROOF Drexel Metals, Inc. DMC 100NS. DMC 150SSr DMC 175S, DMC 200S, DMC 5V F L17679.1 +01-180 12/31/2025 5• SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA. 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 91A 12/31/2022 6. ,STRUCTURAL COMPONENTS A, WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. HIgh Strength Concrete Lintels FL158A N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following Information must be available to the inspector on the jobsite: 1) copy of the product approval, 2) Y APPLiCANTSIGNATURE DATE r ?-'Y3�'��0 .• N' ,; Pel Florida Department of Business& Professional Regulation 17ag•1 as Budding Codes and Standards + ZSrmrJ Product Approval Appiicadisin Dirtall flanscntgtv or owsapandifto 9= Iypg version Manlaacturer colAm &AL2cena Yabdawev Validaftill Sularriftled F5C AODr9W Revleion 2OW ThernwTruCorporation St"Jasperaon l.yrldon F St4mrdiL P.E. Ryan Ifing PE, 07231=11 07n2Qt2D 07f28J20.0 iom3r2020 Approvmd consistent. Exterior Doors MOD) 843-7820 PL 4340P (913) 7974*56 subodWry Semprlp Edr(or Door As xambies af0iperaa Qtherr aee1,cc C&MpUarem Marloet EvareWn Report from a In Fbrda Registered Architect or a Licensed FtDNde Profegbnal Ergineer a.Je es PraduA rotlN. Number or Name ProOaet Oageno"- Cmtvact Exokwbw ARolrnMMLYra Aeerolasd Die In HVHZ (rfew Outside 14M14' Reandard Pressure 1 aTtiama-Tru Fbsr-CSrawc and&nwdt-fieu +bm�nalOM19g,88pwtlrnpau6quot Opaque, 121sir2m Yea Yes Yes WA Ocmpl= Edge Fibergaas Engle Door (Ins-91club.Yirlg) X cw"figurmeon) 2 b. Tkromut-Tru Fbmr-passic and Snooel-Star Nominal S&M,,8 "impacWquot: Opaque 12P.3f Y,t022 Yea Yes Yes WA Composite Edge Fibeglass Single Door with SdoiliI on r»nnofOutaw+ng, XO. OX o, OXO conRglaabona) 3 c. Tnerme-Tru FLer•Clawle and Srtndth-Son Nominal MM';s 34ta1timpsrt8quat Opaque 12f3101M Y03 Yes Yea WA Composite Edge Fiboirgiasa Double Door wnh or Mthuut Salelims (NnsrengrOutereng, XX o, OXXO cadigixallons) 4 d. Theme-Tru Flerr Qnsaic and Smooth-Ster Nominal 86m3 ,, 08quotimpacd$quot, Opaque 121,31 r2m Yes Yes Yes WA Composite Edae Fibegrass 6mge Dow %cOrhaunuonl 5 e. Therma-Tru Fbw-Clan" and Snoodga -r Nomirui 88m3D,0 Bquokrrigrsfk6quot. OpsgNe 12,31/20 3 Yet. Ym Yae WA Composite Edge Fibwgla im angir (Dow with SldaMe(a) plmwml2KNAeWnD. A). OX or OXO configurations) 0 t Tnarma-Tru FIbeFC bel lc and Smicod -Star Nonona1$6m3R0 8gtrt;impat26quct Opaque 12J31 r2022 Yes Yes Yes WA Composite Ftlga Flbolglaas or DOuW# Dowill or vf11AA>,R RidW)rs (NMxeA1gJO�aaWnO, XX .r OXXO Oo.hguraaona) T g- TnMna.Tru Flbr-rsusic and iingoln4itfa mom net W39,8 aquM ropeotmquw Glazed 1 mit2072 Yes Yee Yea WA Compo9Re Edge Fibo gi;aam Single Dow ((ntamorglOubnirtll; X ex.figuraeon) 8 )h T'herma-Tru Fiber -Classic and Srtodh-.tea nominal 8&dr39,a quca;Imp ua" Glazed 1 Zr3172022 Yes Yes Yes WA Compowim Edge Fibeglass w with rSingle Doh Sdalaeet 900 (a} putrw ng, XO. OX or OXO .,.*no) 9 1Therrral Fber-Classic and SllxxxhStar Nominal 011A3g$&Wdtknpact&000t Glazed 12131 r2022 Yes Yes Yes WA Composite Edge Frlxrgisn Double Door oath or Wmdia Scielbs (Im airg'Outrearg; %X or OXXO ocin6gvatlons) 10 1. TlarralaTru FbwCMeelc and Smooth -Stair Nomnal SMM.0 Boua bnpacti quot Gland Q012D22 Yes Yea Yea WA Composite Edge Flberrglaew Slagle Door (InsWr4rOulawmg: X conrguraeon) I It Therma-Tru Fitar-Ckowak and SmodetSta Nominal &LM.0 dquetenpae[&quut Glazed 1231 QM Yes Yas Yee WA Composite Edge FRIMU ms Single Door MtA biddte(a) (Irew+nef0l+ta ang. MD. OX or 0)(0 cofglgummom) 12 I. Therne-Tru Fiber-Opssic and 8rnooM-&err Nominal 8&M,08quot bnplocAquot; Glazed 12J3120.22 Yes Yea Yea WA Composte Edge Fsarglees Double Door with or vtldlout SideMea (li envollK mane g, XX Or 01 confiauramons) 13 m. Therms -Try Flbr-GaM10 and SrnoOln-Saf Nominal 6"398"enpact&quor CPO** IZr31 r=2 Yes Y04 Yma WA Composite Edge Fibrglaaa Single Door o^ 84Ki�Nah-hrpadAquat Sidelih(s) 0%Oc; NOmn� 14 n, Throro.Tru Fnbr.Claaale tend Snaah.> mr qua lint re Opaque 12f31 rNY2 Yes Yet Yes WA Composite Edge F lassDouble D �ruth 8quotNMImpeadq+ot: SlidelRss (InearglOuts roI OXX0 configuration) 15 0. Therma-Ttu Fiber-^.Io"tc and Smooth -Star Nomnal88R*0 "knpactliquat OF is 12f3112022 Y06 YM Yes WA Cernposta Edge Fibe*am Single Door with &WotNon-Impaci6 W W: Sdelrh(s) pnswirplchate g:X0.OXorOXOoortfiguratgns) is to Therms-Tru FiberChnsb and Smoot-atsr Nominal &LXSP;0"bnpoctbquot Opaque IMI= Yes sirs& Yea WA Composite Edge Fib"Iess Double D uth at,uOtNWner41ad8raiW; SidslPaspnrasrgf0ubwlrg; Ox) o coaQufvw") 17 4'nleno Tru Fiber-CNasic and Smooln-Star Nominal 6941r34,8 licluckmon.imptact6qult Opaque 12731f= Yes Yes No WA Cempm to Edge FOelgtsY Single Door prlwvrg'CulawAre; X configuration) 18 r Therrra►Tru Fiber-Olamm and Smooth -Star Nominal 66M88111mthlen-ImpalitSqudk Opaque 12l612022 Year Yes No WA Composte Edge Fiberglas Single Door Win Sys) pn mi4ngrOutmur% X0. OX or OXO rmnfigura Ions) 10 aThermilFber-Cbleercand Sr9oaR6Rar Nominal 6&#W,$Sq.XMon4mpaot&gwkOpaque 121211r= Yes Yes NO WA Composhe Edge F"Issis Double Door aibl or 1aM'rout adamta (aendrgiDuOerAlg: XX or OXXO -xiquratlom) 20 t Trlerrle•Tru Fiber -Classic and Srtndth5ter Nam Mal &LM.0 8quetNon-Impecidol Opaque 121311!2022 Yes Yes NO WA Compwiie Eels Fibryiaw atingle Door (inlwvnglOuhr erg; X confgwaaon) 21 u Themla-Tru FAb-Cl.-k and Nantelat 9aN39:0 aquekl4oll-ImpaGaquot, Opaque 1201 r M22 Yea Yea No WA Compasb Eege Fibmlghes'.A'rgk Dopy with SdNIN(a) prmYnktOta()Aatalarig: XO. O[ or OXO 22 Y. Thames-Tru Fibn.CJaaarc and Smootl+-8ar N000minuN 88rPa➢:06quotNon-I-pect&,quct Opoqu a 12131r= Yes Yu No WA Composite Edge Fibeghn& Double Dow Win or without Sisseton Waimirlg/O rsaving: XX a 0)0(0 rardipo,orinn.) 23 w ThwTm-TruFibr-Clsesbc and Smooch -star Nominal6$RSDA "citlia1-Irrpscdki ok (flawed 121111= Yes Yes No WA Composts Edge Fiberglas Sitille Door prmVnngliclutawl X donhpurrodo 24 a.Therma I'iberClossrcandarnooth-Suss Nominal 65JIMA"Non-IrrgacdquatGlowed 1213lr2= Yes Yes No WA COmpWft Edge Rbrglae9 Sngle DOW 1rn1A Sldalar(e) pnsWrtelOur Wng, XO, OX Or OXO confgurtmons) 25 y. Therlra-Tru Fibr.Claside anti Smooal.Star Nominal 6LM;8&qufatMwl- Inssct" Glowed 12a312Q12 Yas Yas No WA Composite Edge Flbrplass Double Door vith or without Sdaillee (bran nwoLftvAng; XX of OXXO 2G L TherRa•. rr FAOer47aa61e and Sm,a er Nationnal$&4u" dQUotftrnl a fry i!&QUOP G)red 12I311ZDZ2 Yet Yet NJO WA Composite Edge Fiberglass SliVe Dow (IrrasralOulawng Xwrifiguration) 27 zit. Thames-Tru Fiber -Clones; and SrrlocthSter Nominsd 88M.0"otNarlrmact6auotGlued 12r31/2Q22 Yes Yet No WA Composite Edge Fberglool Srgte Dow weih S W*s) Qnavi gr0u16wng; XO, OX or OXO dbrdguraeonsl 26 zb Themrm-Tru Fber{Aaeac and SrtoodhSter Nomind 6$A130;0&qu Rion•Inpact6QuOt Glazed 12)31r,,= Yes Yea No WA Composite Edge Fibergleas Double Dow what or without Sidelit" (Insmny0tfirwing, XXor OXXO oorifpurationa) Florida Depertrnen of Business & Plot tonal Regulation Peen I are Building Codes and Standards Product Approval Application Defsu .. 5349 t 9r. on RM a mu - inlay xmm o mlrmm fAotsrS E0lrO& a-b-t Yd"m falsaoa fALNR= A92mm atonic Rminton 2020 MI Wail we tad Doers BrtaH$hriger teat Roberto Lomas 9leven M Latch, PE 100II6r2020 1010110,2020 101192o10 1211317020 Approved cat"mr. EJamor bows 017)365.3300 PE-112114 (7+7)W-U34 tAibGr•OarY: SIdol Ealeior Doerr Ama.baes baohgarembd- GonplprN4 OM hod: E1aNa+w Report tom a fldadli Registered Mosinee or It ucrnra Flanta FLa'15312.R& produd:a Prolmoilann L"nynar 3&a!MMb4rffdafflo 2mgmr Aar LMI SgOrl l2lailide lit conum amkdlw Dift Aaararid Far use In )mQ,ffi attidellat lily pretrial t SER1ES42 UWNUM5CQ SERIES 420 ALUMINUM SGO OXO 120112024 NO Y•t No NM tC4wNAgnnt,aMtrelH: NON•RFINfdRf:FTt 2 SERIES 420µLMNUM a3O fiERIES 420 ALUMINUM SOD OX. XO, XX 1203112024 No Y. No WA 90dAa.tl;xdOLgledt NON -REINFORCED 3 SERIES 420ALUMINUM 5G0 REINFORCED SERIEG 420 µUMINUM SGD REINFORCED 0XO 12/312024 NO Yet NV WA 14S 3Nrqur x66a,que4: 4 SERIES420ALLMnNUM 5W REIWORCIED SERIES 420 ALUMINUM 3GD RERFOR(ED OX 12f312024 No Yes No NIA XO. XX9B6qurJ.98tgatl; S SERIES 420ALLMNUM fiGD REINFORCED SERIES 420 µUWNUM 800 REINFORCED XXX 12312024 No sin NO WA 443ag11ot:a9tagJa: Florida Department of Business & Professional Regulation Frio Buildng Cotes and Stelndarda + arm21 Product Approval Appecal&on Detall seed 2" Grh Mira " ale In vlkwm Mae t�l&afll�! YallrtirlL®D YYIOMtl Elie lttmle Ralston 2020 Wirp.E otor,a rwdm dOusihaW Door ora Dann. Klah John a SAa let Jeexy p. Ane em, P & 10112/a)26 092VMX 10=020 12MVN20 Appral•d COPOWIM a30)7634121 PE•51737 (904)321-5200 catoew. 6bnav Dolan dttorta9hdwlo,e-deem c Eubcaeoory. Sedlx,a FaMrler Dew Aaserlbliss om raephaxs ratite: €viwlBan Report hear a Flonde Regielml•d ltah940t or a U uneo d Fiedds [llai4Eab-B'�li� Prdasalaeal Enepea & ai MMOK2LEM ft&IUMtKdON ram& ABRMMLbLlra AaaltamLmLvu initl9liOLddtb Hasid lads" 2111111 t$,e&! 3 80tvt614rD'$i00 $1105 Adur39 Max atdth.148e4 Met hWI. Gh dig 12f31f.023 No Yet Yet -31.00i-35.00 h14b1pR 10 60004100112M r1123 788 MazmwWA Mai hu. elgnt. pining 12/31A02S No Yet Ya �30.00NS,� ovallil In top w Jobirmadrle section. 11 $91300 00a200 61124 180114109 Maw Math 14646a Max hoofs. Glaino 12/31/2023 No Yn Yes •34 4011-16 30 auelable in top Or moor efer• section. Florida Department of Business & Professional Regulabon pop 1 all Building Codes and Standards 1151=1 Product Approval Application Debt liLtltg"a Sr4lh ttmalLeD ,.... -... - fiat Dale DoliiLlrfm _... Imp Yratm kdgd m xdg" a FaG.A-nd Aaalllma a nn 14awaon 2020 CurAsi riftrm WAADG. W. Tom Retegr UL LLC Tee/Bbhop, P.E. IMa2t1.30 120117DN 122120210 AQP-Vd la reary7 Eaena 1A0ra 1a41) F1N4e13 (Imo) Wr4Nau W eCateaory: Eateda Door Components tan rall"llmtaeroy.co C•RVwKo Met** Cartfncamon Mod: or Le" m FLa1153ml M'aducto andimAssuraillAf fat.1!&q dsa[m[ .Slat .t DMAW Ant allawialiku lr2&9 nwgba latmwe M*NidoAWHZ $aMblaat Poise 1 607, 707, Y27, W. 7S7, 7:f7. end 641' Seigle end Peas d flute, mated, and Lowered sign and pain d 12r312025 Yet sin Yes WA Dods handw mar doer, Florida Dlepsrtmert of Business & Professional Regulators Waal ar7 Building Codas and Standards ur2o2, Product Approval Application DeW tier &a* or Oita Oia D.C. Mams Ora IxGa Dian iroltlaIura fADf&a Eads"t.i "a" ]DfBnllrl ®D 11111111110 ism E9G.agmgnri AMOM ma Zen ReMdm 2020 MI Widows and Doors Brent 6&Ngr Mledcen Architectural Sto" M. (kids PE 11/172o20 IlWr2820 11017420 AW-d eaapol wrido" tirinINS' 3300 Ieemhcluren Ma-lbal 4717>31?,8454 subOatlarril Salta Hung trowilwarrow Loam Cemplrrhee raAea: comomw Mate or using rt�a gsdyL1 resat. lewibar a Naar Caraxs • AcCrand for UM Amortized tor Uao m 171om III NVNZ QartF HVHt j �9lWn 165 SH SN72 FIhPMW Fyne IGISG Single Hung 1o/88=3 No Yet NO +60F90 Lem)n•led GI.. N N (D C- 0 a) o CU Ell tV V/ 2 Q 0 O U_ CIOCZ .Ln -0 Q VJ �1 �L 0 L 0- !E CU cu 0 -V I Z Z W J -r-+ OMEN, V / t � O o Z3 O -0 F- o w z AJ Z Q J 11 SHEET NO. PA 1.0� N C- m Florida Department of ess& Professional Regulation Pagea a a Florida Department of Business & Professional Reguletw Pegs I a I FSondo Dapartment of Busnass & Professional Regulation Istw1 dI Floods Depadnnt of Business & Professional Regulation e papal or (j) � }! V Building Codes and Standards 1r25M2.' Building Codes and Standards Iy'J)+ Building Codes and Standards IA-42D21 Bldg Codes and bUndards JON= T� > A✓ O Pfndue/ Approval AppIlClt3n Datali product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0- _-.. <D O O r ifs Qi SiM Ektity or 2lft 20 !tic Pen410a 2iftDone FL81Ea81 Re SQ4! army a ®tt Ba4 Q:IEP!&IOa 2mi rT[ `v im Vat9ion contact Enatronra Lmanst Yaedsl d By Validatedt FBC Aaorovel y➢p�d �apg l� &nIdN80a "t, or ca'dlsd a UMIM IN Pending 2A1 2As gdS FaC Aarolto T� V-- r 1aaal�ur n RAIRY Von tv Ennlrd L:ewkse Valdtld INypgy%gpm( Pat wt �Ie F")Mld FaC A.ewayr g! Ya®® mtOYYfa10L 1� Baai..ra urea. y ! &-o &A fAMMK Aap23" @&a •� �l, ^` Rarision 2020 Thermo -Tin, Corporar�t�ion Steee .Hspereon Lyndon F Schmidt P. E Ryan J.. King P E 10.07OW18r20"21 10`13rdT21 rd021 12n5rm2/ creed � AX& to iNNK*d Vididdtl AL�Aggt 2.4 M4 Ram .iy➢t iamb Assam .Ideal R-- 2020 M1 Wrd—.wI Do Item Soliea Am—Arwinrrorol W }A � Categ9y r74angt VW1E (im)6437828 PE-43409 (813)M7-6C55 Affirmation 2020 PGTIndu,kiR .sde BCCO CEP 0a6e13CCO V.AL Jms R---sk, MmaOAdams- #5.2Cc) II05rc02(i 3 FSv nW ii-- 20N MI ",i slid Lbas Merril pc Amen�n AJSrMlutal UliM Loki, PE IW13=20 1weno7o ioiiwJD7o Aweless es G16adr. windoes d St—M Leiwt•pa (717)3653300 Ma"Cb)Wi A4s WNale 17M3174434 1122rmm 1122r2OM 11129IA20 Appfeed t`/ //�1l.��A VJ SibCdaaory: SYwnging EderKX Door Aseambiieo Eja+Jl)predl®tnermalrN.w Constants- wPJ.s (90)466-0100 (765)315.25E0 C ,igoi Windows (i1712M-3-A) Ma,ullctri—Al—hn— '17)31.5454 tkefollpn Rri bWnanambd.wn Caapllance Matti En aluason Report from TO swerepery: 3nype Hung $Ipcate(prr: Haizm[e1310w a14Nnper mid _11m r. I ak kwl,aing V Florida Registered Archdet ora Licensed4r Florida Cpl,—Mrrod: Calcification Marl, Lht q an Corrpow" Method: Oemmaceaoh neK w Using O i1 Ptafestwortal Engtinew, FLr23B4t7a Prodats FIa715]71-RB Prrdvds FutSY/4R44Rea.Ca FLIK"l-R7 Products Guilty A,.. — %=,rd (Or List, Amreyed Far use )gam 2t� bm Asve� duse Amroved fa Uu IMDWI � �tlis 8elf r-flat vwm G6'aa O 5— O 21MI l Aesurantt AngslyadforuseAb�illmd ter use l ) €Lot Piped Moth FIVAKI onciw Cprtrad Emdritlatlole 111311-ft O"dt f1VMZ Rusts HJ.tsigert ale± proguldialow w nsa r items f'co 1r1 € ncr caw cattic EAD"km ore w at j OuNlds Ntmi jResidues, Pilhuldws, I NA I"✓`o�ulrLt ra _4r rMrn! Room Datfmon Cdnfrxt labfafon Dalf in Hog outside NUNS Ili tsars � O se * Product Model. Number or Name Product Descrbtlon Contract Expiration Date to MVFQ Outside MVFQ Resldant Prwsw 2 845500 i Large Were "xi Vihyi Sngta raing VAndoe. 07.1' -15 Yes Yas es N)A 1 HIS 146 Fin and narge F— :nSt'2 I. Mated C,lees t12{igro i k Yea No +U"5 1 1BS PW 73 r 72 YnWaDed Class 04KWQ3 No Yale No .41 }rt�3"e�A 1 a Thermit-Ttu Fiber -Classic and Smooth -Star Nominal OW(I.a aquot, Nan-hrpapBquot Opaque 1213112022 Fberg No Yes late WA `s/ O Composite Edge kin &finale Door (Inlywrg00ullaynp. X aor,PpLaetion) t V ' O 2 Fiber-Cifeab t No Yes Nlo WAComposite � � t,TherrywiTru Iwtd Smoodl-Stx Nominal 68,00.8 sgwthkv,-ImpddSgra Opaque 2J31/2022 W Sdellkeisi j raininel0l XO, OX a OXO (n � S✓ Q /`��va O 3 Therma•TN F aer-ClaNie Smooth g meal 8i N;1i riquottionAmpadaquot Opaque 12X3112022 No Yes NO MIA �+ e and -Star Fiberglass CWMDS a Edge Double Door Wdh or 1Nthout. SXbhtea QnswirlpfOutsuting, XX or 0)0(0 wrifigurations) 4 d. ThomineTru Fiber-Classicand Smooth -Star Nominal I&MD 8quotNon-lmnaordouot Opaque 12✓3lr,)M No Yes No WA Composite Edge F87Ngtass 9rogle Door (Inevi g/Outavislg, XcOrMgaatbrl) 5 e Tharni Fiber -Classic afd Sngt/h-Stan Nominal 78,1139,08quodNw-IRpa;l&quOIl Opaque 12J31ii NO Yes, No WA Corm , 7ite Edge Fiberglass Shale Door will, eklelao(s) {InsexrrprOuAsvenp; XO. OX or 0Xo wrlfteLi owno) 6 1st Tnem,a-T a Fiber-Classe and srwoth-Stal Nominal eaa3s.o aquoplon-Itin uot opaque 12/31rro22 No Yes No NIA Florida Department of Business & Professional Regulatbn I V 1 Florida Department or Business & Professional Regulation Papa / dl Florfds Department of Buirsheas & Profeasianal Regulation P.O. 1 oft Composite Edge Fiberglass Single Door Building Codes andStendar( 11%7R, Building Codes and Standards IrYt021 Building Codes and StandardsIIarAII (hiawmpfOrdawrng. X Configuration) 7 g. Themr•Tru Fibm-Cdwab and Smooth-Ster NormkNl U#39;0&qud;No 4mp•d8quak Cppuo 12131J2,222 No Yas No NIA Canposito Edgo F16rgdass Single Door,mth Product Approval Application Detat Product Approval Application Detail Product Approval Application Detail SdelGe(s) P nishirg/Out6'wing; XO, OX Or OXO 8 h. Therma-TN Fibw-Classic and Smooth -Star Nominal 89a3Q;0&qu"on-impad8quct Opaque 12n112022 Nos Yes No NIA nimnAs a191Enl Composite Edge Fiberglass Doubt& Door to t or S EobetgL flea m S raft Either r a go2a+s latlEta4lm pAa > falmtgE tau sal >7ae.Oomm me YAhod tadallw (Inaw%nglordavinp; XX as- OXXo Site Vornsintri oknm Curl lialliaLUAIRM Yawl sofidabild submitted F9e Aramvr Ail"ml RA11111, im YtnigC VArveradiii cofill Endrkan a items! Yss didist as- Yaillowed submitted FDC Assurvild AOMV"4 in Uwww )I gilasw rL jogiM Aboresffi , wnbgufabons) 6adZ J a m& 9 LTherms-TN FiberC4Y,$iC and Smooth-Swr Nomesa136a36:8 squotNOraltnpad". Glazed 1213112022 No Yes No NIA Affirmation 2020 PGT inert0ms Jens R.—sk, Uud-Datle SCrO-CER Mom -Dade KID -VAL lilM1202) I I x6rfful 11/1ir20X, Aoren l Rr-.iasrr 2321 MI WYn,t—rd D-1 Qerr &.JnQer Lull RLm+as, :•E Steven M'stet, PE 1(MI8/.920 1.30m020 iW192020 12115J2020 Appre,.d Allowlon 21)20 PGT stouter. .Jerks Ruspked, ktr Dm*acco -CER af4r.t)ade acco -VAL 1L0571U20 11A)UM20 11JI11$320 App4ded Comptroller EogeFiberglass Sing IsDoor C..prr•k rc— (941),sn"o0 (786)315-2590 Category,wnOnW4 (rIT) ]653w PE•02514 kT113Ji?-b4< Catspws:Vsinoes (941)40B-0100 (7W315.2580 QmlNwnprOtrtswnp, X omlgunstion) stnerlprry- Fixed Irwowfk@pgtiMiemesc SubCrryorli tithe., tuMnrpe@mnae.eom - Alubca.Op.r, 111olic., kosawloatiqui utswes.c ill J. Therms -TN Fiber-Cesi and S1locdh-8lat Normal Bas"38A sgtaotNOM'mpQ`Iaquot Glazerl 12/311'2022 NO Yes, No WIN fanplianu M~- Cralaata U w is "'4 om Campilanw Mrho2 Evalu.0m Rapgt Ram a Comenalds M.9hoW.. CWM.Nda Merl Or Usid g On, rionpOstre Edge FibergtarsSing la Door wan Fi vW! RegNstcasd ArchNnr or it ti unnsad Fc+lid skleiNeled (Inan,,lrg,*u1swin➢; XO, OX or OXO F111243AN Resale sinned-sia+r En�en Fum.RUPromcn mnliiguraoons) A2u2mLLerum 11 k.Thema,Tru Fbet-G3Rsaw and£Vrwdh-Star Nornrol 611,839A squotNort-IntmaSquol; Glued 12P.31=2 No Yea No N7A oursr ASUAim AMWZALWLAU Emig 2nim FLri-suulPrmuera Carol A,— Anmynd kff Lilly Ammm tmuu on& 210M Composites Edge Fiberglass Doubt Door vMh or AMA Product Mod.L h m beer or Mud. ftdd DracTiptildir, Cra.,d Es dim Dap in1lYlli Old" #11i ate P-- I NA Rip" up" Nsrar of rlama Pro" Destriation CtXVaml tldrakn Oat a--lr�rz Oatldt NVfI= ira!lHmt !" YA hoW Sda11Na (In.eMrgrDutsMng. XX or OAXO 5 12*5520 i.Lar¢ Mi�pe faro ti +Any Feed V11nd0A O4C,rJtl52S Yes Yes Vet NIA Quality Assiut Apw Adf. Lisa 111 lily 1 Mulka9la Nl Dose NtlYAndawa AtdNNJm halaaa D5Y28r2020 Yes Yes Yet WA cvn8puradone) Moir r4�mdarNanr $g®M1.I 14 carers t F�t,2024 oast {�+� ,(p(yt gA 12 LTherma-TN Fiber-Clawc and SmootlaSta r Nomtwl 7a839;06quattiorimpac[8rquet Glazed 1213112022 NO Yea No NIA 2 57R 57N VMiCaI Auvmnum Muller, +2/sf202i No Yes Yes NM Composite Edge Ftbrglalas Slant Door {lrlsr4nplOtrktkririp', X cpnigurappn) 13 m. Therma-Tru Fiber -Classic and S—ttr-Star Norma,17aA3G;0aquakNort-(mpact&qud Glassed 12a112W2 N. Yea No N.'.A Composite Edge Fiberglass Single Door with Sidelire(s) pnsrwnaAOwwAvLg; X9, OXa OXO omhguradans) 14 n The ine-TN Flber-CMssie and smooth -Stier Nominal 8&039;0aquotNart-fmpoeSclio5 Glazed 12131r2G12 into Yed No ii cornpnelee Edge Fiberyl0sel Single poor {InsaanglOuRwrtp: X oonlgurabonl 15 e. Thernai F,pr•Cfanow and Smooth -Star Nornnal 88R3g;0 lquatNon-Impact8quM Glazed 12131r2CR2 P40 Yss No NIA Cwnpoyle Edge Fiberglass Single Door with sidelJla(s) nnrYroloulaWing. XO OX or OXO conBgurabpna) Florida Departmart of Business &Professional Regulation F�,dt rids pafineM �IheEE Professional egulation Is,ilezdz Florida Deparlment of BUeinese.. & Protesslonal Regulation Pop I did 18 p Tramte-TN Fibr-Cwhow arm STtooth-Star hAxnnYl 8as3Q;0aquotNon-Impad5quot Glazed imirc.12 No Yes No NO SuiidkEg Codes and Standards Building Codes and Standards 1 1 Building Cocks and Standards Ilpr2ml Composite Edge Fiberglass Doubt Door Wth or t i pout SKtelites 0 nssiniWOutXwing;; XX or OXXO wnhgurabons) letaduct Approval Application Detail Product Approval Application Detail Product Approval Application Detail 17 q- Therrr*Tru Fibs --Classic and Srnmth-Star Nomnal 881139.',$&quOk;NOn-ImWK.t$rquol Opaque 1213112C122 No Yee No NtA FLR1EIl2.7K__:Transom 'Eaa�. Composite dine Fiberglass 'inXc Door with 18 rThema-Tru Fiber -Classic and Srrootn-S'ur 69Own�CXdswktnq:O/XwMguraaml Nomtsa 86e39,8&4u,7tNvn-Imp>QCEsgtJot Opaque 12J31 r2w2 No Yes No NIA L� F•nar. )�(, pylon Daf Pr.dnp � £04! ltfamlJal pA! EAt ! liAt all JtifiihaAm go - Crmpnaiar Edge Fibergrrats -%.glee Door „lath X1= Siam Endure Ltr , yam, j� FBC AMa= Zulu yM719D sla'd�rer cone d EO�u dsAl sibsyrldaNe ®r YylaYaY lll�afat EBG.9gaoMrA !ice 1)!g! � iLElou t f!lO.A� Sidelitti a -I Transom (1—ngAvtawrkg. OlXO OIOX or OIOXO ctnerdigaun2lens; Relesivt 2020 Jane Hardie @/lids PradYsls. Imo. p - clad QaG9 V. A,nO,ee• Tan Joan 9wm,rd, P, E, U1A5/2C27 72fi4r'Lr+ 01,I)E2021 �,p nor pa., '•'� 2020 Akdp h I Ta i� l L yndr. F. E,th• ,* P E Ryan J Kmp. P E 02P 5,2021 02iiSR021 02022021 04Y3ra721 ApRcad ReYttan 2020 GM .mL Monsanto" Ite+onMn John W. ion. PE I!i➢A pa2Br2020 Ok21r2020 14g22020 12/ISf2020 Appnped 19 aTherirvp-Tru FberLassic and Smooth -mar NbmiiNt 5Aa3a,Bvw,...a Non-ItnYSaZ4age0t vyagUa 12fjf J2Q22 Opp No Yes NO N/A Garapal': Partll wrH It0,SeShc59 RE-a1a62 i311)36T•2:Va CaafaOlg'Pa�N'Jtalk t33C)9 -305 PE-i31pr (017, Ta7Ls5`. G.reeprr Rpp/np PZ-50 (apa)7o0•NII Fe.'ralaa (eN)iT2-0124 -6224 Composite Edge Fiberglass Single Door, wit" 8tA1Cansigm: Siding %Tea rvtRcm� ¢$.;srdr can &bc*gmry yptet a moon, MIIWh@gr. Sidativi (In.e4nglOufawlrlg XO, OX or OXO compliance Ofdtod EraLMlm Report tons a Carp,nrxa MNhd' Evauai. R.pon!tins a CeeWarce NoMM: Evaluation Report hoer a Corbinuaus Head and SIR configurations) Flor1N Ra•'rved irrdlflW con is Ucera,d Florida nwldm Rrgrslend Ncnnrr, l rx a Liar -,J Florida Florida RoOsbMd Ardh'WA dr a UcMsed Flenda 20 t Thama.Trui Fibi&C'issase and Sm osh.61ar Nominal eista ,0 sgkrutNon-tmpldaqubl; Oprsque 1213t R022 NO Yes lab WA Prak,,wa Eniven Prd+e431W.lr En9neer Pfd4lelolsr Endow Comppete Edge Fiborgiaw Single Door we Sidhkta(s) (ImwingXlutswifg; XO. OX a OXO f i.a13f a240 Rdud. FiJN 32 J2-Rs Praa:da FL11wL.R7a Redud. Ckirunnuws Head and SO wri ipwataaY;) gratin, Aasuralca Aoproyi d for it ALM-YW for Use at~ 21MAw Qualar Ainse a AMNNrtluLu- Approved far Wa !� AearrovadkrUas Amraveef.tlaa tiQadtpedw 21 u.Theme-TruFtbw-r-ka"conoSnroah-8dr Nomlnal63al9,aaquOtNOn-;rppc43quOtGlazed IV31M22 No Yes No NIA 11it" Product mdr- MMI)o or Hare Freon Dmkmkn C.antrai covaom Data lit mvhz Out" HVNL Resistant Pressure s.�a pryers U.dat Number a Memo Fir--_- O—,,pit r, Caryl Bmlrrlrn tints ti "r outside Mysir R d h t Indians PnLf throcriffitern covered EirdrallontlaL InHVNZ O A kktflCfi P» m C imposdis Edge Fiberglass Single Door with Srdema(a) (InaVAngt hrilse r.q; XO. OX a OXO Camptane Lap Sidarg Sher-cem,et lop 5-d" IMI)102? Yes Ye:, N,A NIA 1 a 8g:a7N s w S-:•is '/Ml Or said Vinyl 9Ua 12r31120i Nn Yca No WA 1 GFLF AgMR R0a 5t1E1phs FEraaM MWO-md Sib. laHnr/d. 3-Ybend 17Hel/a22 NO Yea NIA NA C.Mmous Head and SA ConrigiRet10ns) c M.rdeFtrka Led sdies fiber-OOrrr,..t hp.ialp 1W.I:o2er Is. ,R.. i,,A II/A p_SQ.uA�ia�c� iaSouG, Gomt Ventsir :=AiO Vhal :.ora 2.�4F�:J No Var W MeA AIP.:ap..-Idift .a- 22 Y-Therrrsa-TN Fiber -Classic and Smooth-Szf"minor OU38,0&gJtXNon-In>r Bquot Glazed 120V2022 No Yes No N/A 3 501111 Venl Or Solid Vinyl 9c7a t2/31MJ23 W, Yes No Ni Composite Edge Fiberplem Single Door with 4 d Laud,-.L)r--aR.ot Semi Yenta sand V" &dos 12131r2023 Fib Yet No WA Skies) {InsYlrr(POutswirg; XO. OX a OXO e eJTrx L�ntHb Oak4qud, tiaFn Vanl Or solidVhll &ail 12r31r20:3 Nb Vat Me WA COnpnuwE Head Ord Sill coKngurabOM) 6 I. &w,*, =.. iw 50enSvvoc &aMrt Vantm Solid VnyE Sorlil 1213tI: "r3 Nit Yes No WA 23 w TiNNrno-Tru Fibpttlassicand SrhooarStar Nominal8sN39;88gtkotNon-in'npaalsqulidt O,,-que, IN3172022 No 'Yes No NIA Comopdte Edge Fiberglass dear Panels vrith Vend Sidebwa) (InsiliirtgKituttiming. XX XKXor XXJO( AA o0nrgurafons) oV 24 cThe{rrleTru Fiber-CAlis icand SmIXXh•Star Nominal 880*,0 aqu„t Non-Irpledaquot Opaque 12131/2022 No Yes NO WA Comparte Edge Fd»rglaw Door PsnNp YAi+ Vented Sidisies(s)(Inf+asuplOulAwng: XX X0(XorX)00( connguraapns) - -.- O 25 yTherma.TN Fbr.Clasale area Smspoth-Stor NomiNIBSR3a;8aQLrd;NOn-Impadaqupt G102e4 12J3112022 No Yes No WA - Composite Edge Fiberglass Door Panels Wan Verged Sidelap(s) 0nawnglOunsla : XX XXXw XXXX Florida Depar"ent of Business & Professional Regulation P.O I w, Florida Department of Business & Professional Regulaticn Prey I dl Flonde Department of Business & Professional Regulation Israel It I J\7 _ - 7 •) 26 z Themm•TN Fbel Classic and 3maJitl-2'-dar configurations) o Nominal 8883a;08quotNming Fsquot GtaxeS 12J3172022 No Yes No WA Building Codes and Starddards r�:'1 IIYk Building Codes and Standards 1A12021 Building Codes and Standards 14y2071 f A� Composite Edge Fiberglass Door Panels vAlh Vented �{ SldeNla(s) XX XXX Or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Appllcai Detall Z CL aenngutasony .,. _, ... -..... ... - ,.. . -. 27 ML TEserrrr,Tnu Fiber-Cas6ic and Sill i Star Nominal (IM39 8siquot;Non-Irrpra8gskot Glared 1213112022 No Yes NO WA ✓ �1 L 0ompaspe Edge Fiberglass Single Door win 38ea390 w sir as . _._slsA.� _ FLIOSS AU — SldeMe(s) (ImrwnglOuttrring' XC. OX a OXO � Emirw )aL 4Aa l Iffi! Q249 t!ntwa Bit 1� 1$! Sr.Q!!! 6altC.g 2U 2l:i 2b r - r'Y � ca 25 zo-Thermo-TN F1beI{JasQC and SnloothSter ootdspuaaons) rbmina1881F3D;8llgllrtfian-inlpadsgtaot Glazed IV11 iNa Yes No WA Tessa V"— 11Lm �, Enanana Ucakat V V FBe Am v* �yggag ke am vonir, X(( tagnaL{y� vtrmldar y� Fec AORM g� 1neg k wmrNwrsr cam["; ylews y> k MAmmvF Aoororw "- 1 s V Coinpodia Edge e FNx leas Doubts Door YAar Rends, 2021 TAMKO ealdin Products LLC Kern Egan R Wet NIr,Y WI Join w. linews, ch, PE 1ian4,! 172n d 9fzG7' inn D^029 12n s2rX Ap,f—d RrAs>Qn 2020 L V Triari sen, Inc One Th-iPSOI KChWAUrar Tony Cirnrman 2a1viry, R. Steen M tlndl. PE OAf1712ozo 'AWI n2029 09122"Iew 12J1511020 Approed Reaaen 2020 Fields mom PromdA tea CIfrls Jams. dame L. Bucher P.F4 Steseo M. (lion PE 0i+27m2a 0t25mw 10101 a70 12AVMZD Aw—d $�3${1 lildeiliea (InakhirlakOiulanwrrp-, 0)OCD uep"low.RpOaip fir 71824-a1W PE:U'laa 13P`. a!7f G-d'[24 Mood, Ga*p+anYtTNrle:Dr !d13774e-3459 Pa-74S2t a?t T)D1T-a454 C.I.aNy: riddling tapl)T4'1•U100 dBi14N F': ptaRerhp 4Ts.7 d1T.0iJa �•. Q •v 'D OpfingVfa3a1) 3utiCatpnry: Uickstleymertr krrl went enle. n Caf6gonn R.C4n9 tarApol, lidding—' au6CdM .gory: R-11rig A:ssarmN Nera an waiv tism town, I'kE-11242 '- � e•'� C 29 zc ThenrsaTru Fib.•Clastic and Snvcth-Stir Nominal esill39;Q SquotNvn•tnnpadilquot Glazed lZr3U'2022 Composite Edge Fiberglass Sir,lide Dos s013 No Yea No WA cn.rrrrpl.11aa t. Pinion aRnrcsL SdtCat1pory:PminpA List— an Imen PaN RfMa R,,lg:y.len �/ `•` Pella S cielipli finaMMglOulRywng, XO, OX a OXO 'V aM.srdadoah rtEraes.ur6era.m-, ,rraa.tn Ia iratgPart tithe Rootnp Sn1Aem C—grilan. Mott Eratushm Paper tan Cronap.rrea and did; E-ustim Report from Is as rrJ aaaons)) Prdasaw r x9htr M 9 FWd. 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Nu lba sir aW1a Centred r,.arrla, Die '=• oanshde HVHZ Rv laal �'==== Approved a(Ion &mEm2lfa ft 1n'r91 !ii?ir� _� W 31 zest Therma.Tna Fnper Claswc and Smooth-51ar Nomnal 73,111al Batt oNi milactilqucir; Soaker 12l3112022 Flo Yes IVo NIA -� � Amrovadfor Use Apalorrd for Use 1� g� 9tlig Aadm MAttel Natrr or Per tg.ILlQIt t r}~� . = Series Ca sip Ed Glazed Fibeh lass Single rrppp M ➢ 9 TAMKO Rod Umkrnytrkntsiffil ) Root untlena>matis for Lisa n F BC F1VN2 ':10!'.i,?2W Yes W.• NIA NIA S.p a q-mud New fkmor r Hem, P pain auCul sw J_.i !a.Li)P�i )laitAat C� 3 S- FL/WCO igVe ;RV /0 Rkyn V4 4gsA: sum RWpe Vents for pitdaud roo's fettnated 12131 4 No Yee No MIA Door stint or without 19039;2 Sdelithi {frlstNir192?ulaMg',X OX XO Or OXO confguranonsj 2 TAMKO Rod UndefUymlmts;NOFI-aX1M2) jansttditons Rod undedxwnr;tsfarusa {n F@C rem-FIVT 6G1.'Fd.2023 rRt'r n NIA N:4 T 0Flr Trig.6tt-Rlgy)a Vont Pella Elates 1rn TEo 7AA1C'O tdvvs.nacs Verr 20 pa. ctwfamd&alar r11h false 03L'ef202r6 MPa. 03kOg.2026 Yet Yas No Yfe NSA WM WA •00-52.5 tom 0.(25' A.ristwn u„ ¢ l,assdaulrnf m q ♦ TAhl Off-RL1Pd RON Vint mfh fTt Re TANNO R -lid T:y, r^ra.RW,r. VNft Min Paint. iron TiY 26 ga stivii.rwf Ydrd1wo, Penn Ipliwated here, %:T%wr" tv6N hart. 119AX4120213 Yes Yes Y.f Yon. NAA N.it WA nVA /se � ( 40 �/a o `V st O o: , 4 Florida Department of Business & Professional Regulation pa, �n Florida Department of Business & Professional Regulation P"i as Florida Department of Business S Professional Regulation Per. 1 or I Florida Department of Business and Professional Regulation P 9 E"Idang Codes aid Standards ^rm:1 Building Codes and Standards 1arJozr Building Codes and Standards +25rm22 Building Codes and Standards 3115l2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail - _ F1.a7649R1s FI.rNSD7arita, -;. ,.:: :.. 1w g,gd Version NNn uft0Lw. am Sty frontier A, Lownse VjAdIftd Sir left dro lessless1P111, alONO Vayyyct sjbmftted f 5C Aoawral 8lsorno shut cask k�ipC Mtmufackrca Enhir Or S,golag Sewinvor 4 Lipernsti vainimed ily Oat 291 Bob. 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Tun Ralornwit Well TIN It Jr. P E JohP W Xnetavidt, PE 0008J2021) oQr08.OM 10-r0tr= 12tilrYM20 Approved (D remc:w.a � 20r1„a� � Stet s e,arau r"Ru,gr,a (:pile a*6)-el�i PE•31242 c'+i Tr 5r7-6/',a CreDwy-R.,AN (w!) -��, Sir-m LL-r {N51654-R147 Cdagoty: Shwises (954)W7645 PE-44107 064)772-622A 1( Manufacturer Contact CUWeerB Validated By l Pending Approved s,ecrearFft ransa�,%a„slnraa.n krrl.Y@anansomm P y Non,. �e5afgpwat,:o bmJct:sdn®gppentcom 2020 License Revision POLYGLASS USA MauryAlp4xR John W. 11V2&2020 10f2212020 FBC 12115COM I ompl Pon Meth Rootdff ap AyrtlP Cmpllali,M.Mratl: EvelYrlm Period lawn • C, Vl C arrd star MaWd: EY4 ux•m Rip t �. f CIA, P-.�zf E,alwucn Ent*, rt n Cow pharice othorkPynNa COrxia RegieW dEOd EvaSiabrt Report riot Fbrda Regwamed Architects a Licarispd Fbrdr Category. Roofing S954233133OSmalpertiopdyglass.com RobertNieminen Knezevich, PE FlOndaRtIVARdAacnnrctvoLKens JFi4e43 Pr(easidrtatF_ft NOS, Subcategory: PE-59180 (954) 772.6224 11101P2020 Praeeetorel ldkgrrnor FLAY149 R1z Pr prXii FLA1,115014-M Products Undedayrrents Fia1y781.RaRtdars OANVAI$Waae Approved fa(u! Approved twuN 1WPytI � Compliance Method: ausalyAfaAKO hLTAtOKhel1Lt ABLfoYrdrar,ft RNhsrun PI' WUA2 ear_-. NLrLrbr Mime MY ate :=re 4aEndEgyra adrad Ehfaridirt trAi a -Liana CD ��lrb E Sears Product Model. Number or Nam ProdductDaaLrlptbn Contrast enwesson Dow Approved for Uona Approved for Use, i� In HVHZ OutweeHVFri RHletard PaailNe Evaluation Reportfro n am i ratred E m aien oat in HVad S10ltt i it y matt, Brio—, T"Icl unnp, mine" 1 2D G Galvanized 9fas13wm Paoshai^h1Z � care 9i�d Galvanized 3wel Strom Panels radirted 12J31r1072 Yes Yea Yes NIA a Florida Registered 1 rs.rk.Ali 117 .4 a TPCAu,s f►.i.Al, DA.4 Lev pnN. R P.—. gad Vr,r 1aHalaA25 ay w H.. Y.s hill, ,s >•�. 17 3ftwy 6wO awe `shake 4smr'. Son Shlila Fiat Prctu-°.�ata1 CA 1Z1 1N2u - tb Yes NIA WA or nice by tracks to provide hurricane prdsdion. �I Arch test or a Licensed Mechaninly Akswtedb Fiy,rod DaHt 1st tS Star'Y r.wn N1ra Tale aem,P. sad snake Sexray roll - Skelton Slat dam0, �0111 Si:akt Fiat Pnn6)r, Riat4 CA 12`31^} Fit Pr+{rk Sin cklm, CA 1 r]1RG-0 No Yes No Yaa MIA MIA WA WA 2 24 Gape Galvanized Start Storm PandsBVHVF¢ Carta gated Galramzad Steel Slow Panels returned 12J31/2022 lab Yea Yeas NIA Florida Professional 1' Su cry TOO Faaka SIM. stir GOO See$. FIM PIO-R Pill. 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O 0 1 Polyglass Roof under POtyg t" roof undenaymer" for use in FBC 1�23+2023 Yes No WA WA Florida Departrrent of Businetss & Professional RegLilation Pala 7 d , Florida Depanmrt eof Business & Professional Reguialion Pope I d, Foin rda Deparlon" of Busess & Pfdassional Reguiatiort Pal d1 w aynsents (HVHZ) HVHZ jrradkaons_ Building Codes and Standards 1:.,srz9$2 Building Codes and Standards f>z+=mot BukhrgCodes and Standards 1nrJw1 0— 2 Polyglass Roof Uncleday whei "-HVHZ) Pofyglass rod underlaymerts,for use in 171237 M3 No FBC non-HVHZJwiadklions. 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'�i '."cif _C. 'QUM ?tv - r.'+"W !M G`> M' (WI PC 1.£4!f-75 C41N TH ?444ftsow eaftb'+Orf "A aSoloO 6 4S 'S 1114068, S140M S11010s SME1134. SA- DISSS, 8+1Dt43 ilutb'Wels F00A P-OPA K. PyPA Are PODAT POPAT , PhR">, OWAP �r(Mda VJ P AWL. Pw~ ac,a rcd 10SWoers tnnradW %4)du a-V asar nb4es Q 10 3-FfL1J4. 1+;)i,A3. S,1-0:livs St"WI I Hot Some, P AS1h; 03, us„A%% 1• P;3.%3 K.'F"L`.1IVA OM,�t:'PA PTt OWL iaMIA4 J 17 51JCT 5AilC1 worts I tangefs 4 Sri" 5G Aa, toowe Anc•lw fry o4rr4te SHEET NO. March 15, 2022 w PA 1.2 U A HW as..-� �f: �- �►w ..L.i _� la ...�..: I .....:r�.�..yYr� MIAM 111AW-DAM COUNTY • PRODVCTCO_Y[ROL src no'� 1 IN5 SSW 26 Sugar. P604M Sot DEPARTNENTOFREGUZATORYANDECONOWC REWVRCE'SOUR) Mn= FlorAa 33115-2474 BOA" A,%D C ODE AD3M'1STRA_T1O1V DIVISION (ntj 3 L - 590 F l'7W 315- 2 5" NOTICE OF _ACeCEPT -XCE (NOA) .ittia0itr*4&"v#c*a#Zv PGT Indusn*s, Inc. 1070 Ieehwkvr Dike, North Venice. FL 34275 SCOPE: 'psis NO A is bring issued unlit the applicable rules and regtsla tiaras governing the use ofconsituction materials. The documentation submitted has bees retiiea ed and accepted by i4fsami-Dade Cou.nty R ER -Product Control Section to be used mMumiDade County and other areas where allowed by me Authority Ha vtng tim (ART) This NOA shallnot be valid aiRer die exptsail on date stated below. The Miami -Dade C'ounry Product Control Section (in Mianu Dude Cou rt'3) and'orthe AHJ (sit areas odor thanMi im Dade County) reserve the right to have this product or materal tested for quality asaunwe pustposes- if product or material fails to perform in the accepted manner. the ma:>sz&cttuer will incur the eat Mw of such to sty anti the AHJ may immediately rev ok-e . mo dif�- , or suspend the use of such product or material within their jurisdiction. RER resew-ves the right to revoke this acceptance. if it is determined byMiann Dade CotmtrProduct Control Section that thh prodtact or material fails to meet the requirements of the applicable budding code. This product is approved as described hettin and has been designed to comply with the Florida Building Code. including the high VelocityHurriewie Zmw DESCRIPTION: Series ^55 7012r0" A"im-1 Sliding Glass Door (Reinforced) wtw-o 900 & 13.0 corners-LM. APPROVAL DOCI�,fEXT: Drawing No. _D-;MO Rev B, titled -Vinyl Shdmg Glass Boor NOA sheets 1 through 21 of 21. prepared by murex. dated 10•°10515 and last re%rised on 01°01 1 Q I. signed and sealed by A_ Ly m .%filler. P.E._ bearing the Miami -Dade County Product Control Revision stawp with the Notice of Acceptnce nt =fin and expiration date by the i4fiami County ftodm t Control 'Section IIISSIDE Lw.tcI RATL4G: Large and Smog 3ftsdr Impact Resistant Limitations: l . See table 1 (sheet.D and table 2 (sheets for applicable SGD unit sates. destgn pressures. reinforcements types. glass types. sill riser(see tables B-1 & B-2. sheen 7-3) and anchor layout sheets requirenma its 11 thin 16. 2. Rigid 1lrlhite PVC. Tara (iron -white) Rigid PVC and Brown coated (Pared or laminated) white Rigid PVC to be Libeled per re NOA's requi enruts. 3. Egarss operable doors must comply -with min clear width or he ght per FBC regairematit: as applicable. 4. Pocket walls under separate approval to be r+evnmvd by 1;3Uddia:g official LABUXk G: Each omit shall bear a pei mm mt label with the manfactu reel name or logo, city. state and aeries and following staff Dade County Product Control Approved", noted herein.. RENEW :AL of thisX0A. shall be considered after a mxwd application has been filed and there has been no change in the agile building code negatweh- affectigg the pie of this profta TER?!►UMTION of this NOA will occur after the expiration date or if these has been a revision or cbanpe m the materials. use, andlor manufaclute of the product or process. Misuse of this NOA as an endorsement of any product, for safes, advertising or any othcrpurposes shall automatically -ate this NOA. Faihue to conpiy wall am section of this NOA %W be cause for termination and real ofNOA. AD«.R71W_ML T: The NOAnumberptecededby the words Miami Dade Crnhnty. Florida, and followed bytie expiration date way bedisplayedinadvertising literature- If anyportion of the NOAis dispWed. then it shall be done in its entirety. LX 'EC'I10'"► : A copy of this entire NOA slmll be provided to the user by the mamtfactum or its distrtbutors and shalibe availablfe f r inspection at the job site at the regtmt of the BuildaingOfficia . This NOA revises & re NO A#20-04'..9.05 and consists of dtispage 1 and etiidencepages E-1. E-2. E-3. E-4. E-5 do E-6 as well as sal docummtmentioned abow. The submitted documenmtim was reviewed by ldmq L Chanda. P.E. l�l NOA No.:1-o:os.03 Espiratiaa Dattr April 14.:016 Approval DxwMareh M 2021 Pat* 1 PGT L hntr im Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB!1tIiTED 2. Evidence Submitted under pmious submittal A. DRAMTI GS L Drawing No. MD-5570.0 Rer B. titled -Vinyl Sliding Glass Door NOA (Llv'D'., sheets 1 through 21 of 21. prepared by manufacturer. dated 10, 05!15 and last ntvrised on 04,122 20, signed and sealed by A- Lynn Millet. PE. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistawe Test. per FBC. TAS M-94 4) Large Nfissile Impact Test per FBC. TAS 20194 5) Cyclic Wind Ptessure Loading per FBC. TAS '103-94 along with marked -tip drawings and installation diagram of all PGT Industries. Inc. representative ups listed below and tested to qualify Dowst'l 791 and Dow~s l 983 silicones. prepared by Fenestration Testing Laboratory, Inc.. Ter Reports No.: FTL-7897. PGT PW 55520 PVC Fixed Window (unit 6 in proposal). dated 09:03:' 14 FTL-20-2107.1, PGT SGD780 Alumiu >r n Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT C A740 Ab= Outswing Cat Window (unit 8 in proposal) FTL-20- 2107.3. PGT PVt7620A Ahimmuma Fixed Window (writ 9 in prop and FTL-20-2107.4. PGT M7620A :Ah=mmi Fixed Window (unit 10 in proposal) dated 07131X all signed and sealed try Idalmis Ortega PE. C. CALCULATIONS I Anchor verification calculations and structural analysis. replying with FBC 76 Eden (2010). dated "'2?.j'10- prepared by artninfacture'_ signed and sealed by Anthony LynnINUK P_E_ 2. Glazing camas with ?1STIiE1300-04. -09. -12 and -16. D. QUALITY ASSURANCE Nianti-Dade Departinew of Regulatory and Economic Resources (R ). E. MATERL41 CERTIFICATIONS 1. Notice of Acceptance No.19-030-9.02 issued to Kurarar Amerim (laic. forthe it "*Trosifollf Ult•aclear. Clear. and Color PAB Glass Interlay'eri" Wiring on 0TO& 24. 2. Notice of Acceptance No.17-OW.02 issued to Kuraray- Amer'it a. Inc. for their "Sentli•Glasf- (Clear and Vi e) Gloss Interlalyers '. CXP=9 on 0704,13. 3. Notice of :Acceptance No_ 18-1106.10 isstied to Visions Extrusions Limited for their Brown Coated (Painted or Laminated) Kline Rigid PVC Exterior Extrusions for t'11ndows and Doors". egg on 0930124. d. :Notice of Acceptance No. 19-1106. 11 issued to Vimorn Extrusions Linuted for their series "17E 1000 Tan 202 and lighter shades on-Z1 hke) Rigid Cellular PVC Exterior Extrusions for Windows and Doors'.. expirit * on 1129f-71. q Ishaq 1. Clwada, P.E. Product Conrol Unit Superrizor OA Ao. 21-0206.03 Expiration Date: April 14, 2026 ApproyaIDate: Marsh if. 2021 E -4 PGT Indtries. Inc. NOTICE OF ACCEPT1-NC'E: EVIDENCE STB.AMTED I. Eyidence submirted under pivitio is NOA A. DRAi11NGGS 1. Nianufactu res die drawings and sections. (.Submilatd uirder A'04:Ao. 11-0107 04) 1 Drawing No. -N D-5570.0_ titled`Vnivl Sliding Glass Door NOA phi) . sheets l through 21 of 11. prepared by manufacturer. dated 10 05 15. with muion A dated 04051;47, signed and sealed by A. Lynn ATiller_ P_E_ B. TESTS I _ Test report on 1) Uniform Static Air Pressure Test, per FBC_ TAS 20'-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC- TAS 203-94 akm$ w-ithmarkrd-tip drawingsand moallation riiagram of- yl-ltcting g%Sc Brill pwparrd by Fenestration Testing Lab. Inc.. Test Report No. FTL 8''1'?, dated 11 '07; 15. signed and staled by Idahnis Ortega. P. E. ('Test report revised on 02a 1516 and 02 24.1 ti} 2. Test report on 1) Air Infiltration Test_ per FBC. TAS 202-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 20294_ 4) Large Nlissik Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC. TAS 102-94 along with marked up drawings and installation diagram ofvinyl sliding glass door. prepared by Fenestration Testing Lab.1w_ Test Report No. FTL 8546. dated 1V06:15. signed and by Ida mis Ortega, P_ E_ (Test report m ised on OI 04 `16 and 0211 "016) 3_ Test repron on 1) Air Infiltration Test. per FBC'. TAS 292-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 20294 4) Large Nlissile impact Test per FBC. TAS 20194 5) Cyclic R'md Pressure Loading per FBC. TAS 203-94 6) Forced. Enntry Test. per FBC, TAS 202-94 along urithmatked-up drawings and installation diagranh ofv-inyl sliding glass door. prepared by Fenestration Ting Lab, True Test Report l lo. FTL 9547_ dated 11,04+'15„ signed and sealed by Idalwis Ortega, P. E. (Ted report revised on 021I 5-' 16) 4. Test report on 1) Airinfiltration Test- per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 3) Water Resistance Test. per FBC. TAS 202-94 4) Lafge Missile Impact Test per FBC- T .S 201-94 5) Qmhc Wind Pressure Loading per FBC- TAS 203-94 6) Forced Entry Test, per FBC, TAS 02 94 along with marked -up drawings and installation diagram of beryl sliding glass door, prepared by Fenestration Testing Lab, Inc.- Test Report No. FTL 8548. dated 11'04 15. signed and sealed by Idahhiis Ortega. P. E. (Test report revised on 010416 and 0211� 16). hhaq 1, Chanda. P.E. Product Control Unit Snptrvi=:or 'NOA No. !1-010F03 Expiration Date: April 14, 2026 Approval Date: March :x,10!1 E -1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. II.AIERI AL CERTIFICATIONS (continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conducin-fly 0-881 BTU in./ hr.-ft=-°F. ASTM F 1249 A11TR Pass. ASTNi D3985 Oxygen -Pass. aSTIi E 2190 I.G. Durability -No Fog -Pass. (Submited under pre%low N0.4 .Ao.1S-U4f1.9, 0S) 6. Quanex Part Dura complying with ASTN'I C515 Tirnnal Conductivity 2.2-1 BTU -in her,-ft2-T. ASTM F 1249 UN'TR--Pass. ASTM D 1434 Argon Permewce-Pass. ASTM E 2189 I_G. Durability -No Fog, ASTIM E 546 Dew Point Devekp:nent -20*F in 48 lam_ (Srtbutimed under A'O4 ,Yo.15-0409. 0.5). 7. Vision Extrusions. Ltd. Parts complying with PVC .A.AN1.A 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC") Fixterwr Profiles for Vision Extrusions. Ltd .A, E.-X-1 by AAMA Fenestration Exterior Profile Certification Programs (Submitted u nder NO.4 Vo. l s- 0409 OS) S. Vision Extrusions. Ltd. Parts comply* with PVC .AAKA.303-13. (Sitburi7ted uuder:AOA o. 15-0409.05) 9_ PVC-AAMA, 303-13. Voluntary Specification for Rigid Pohvur l Chloride (PVC) E.xletior Profiles for vision Extrusioni, Ltd.-VEX-1 by AAMA Fenestration E.tenor Profile Certification Program 10_ Notice of Acceptance No. 1&1217.14 issued to Energi Fenestration Solution. USA. Inc. for their -Tan 3040 & light shade (non-white)'"Bite Rigid PVC Exterior Extrusions for Windows and Doors". expiring on 0104'21. 11 Notice of Acceptance No. 18-0122.02 issued to Enerp Fenestration Solution USA. Inc. for their series `'111tite Rigircl PVC Exteror Extrusions for Windows and Doom'. expiring on 0? "8,23. 12. Notice of Acceptance No. 20-0203.01 issued to Energi Fenestration Solution. USIA Inc. for their "Bronze &light shade cap coated '"'bite Rigid PVC Exterior Extrusions for 'Windows and Doors". expiring on 04:16.23. F. STATEMENTS 1. Statement letter of conforTirmce to FBC ?eb Edition (2010). dated. 04 22120. issued by manufacturer. signed and sealed by Anthony Lynn Miller. PE, 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 04/19 20. signed and sealed by Anthony Lynn Miller. P.E. 3. Private Labeling Agreement t between PGT dated 03 30:15 and signed by all involved parties. G. OTE ERS 1_ This NOA revises NO -Mr 17-0420.06 (PZi Tw-C:Gi) and updates to FBC'2020 (71h Edition). expiring 04.21:21 '_. RER Test proposals #19-1155 dated 01 10'20 approved by Ishaql. Chanda. P.E. expiung 04-11+21- Priodurt Control fait Supervisor :BOA No. N-910;.03 Expiration Date: April 14.2026 Approval Date: lrarch ::, :021 E -l: 1OTIC.I OF ACCEPTANCE: EVIDENCE SUB]NUTTED, B. TESTS (continued) 5. Test report on 1) AirInfiltration Test. per FBC. TAS 202-94 21 Urni.fotm Static Air Pressure Test. per FBC. TAS 20294 3) Water Resistance Test. per FBC. TAS 202-94. 4) Large Missile Impact Test per FBC. TAS 201-94 51 Cyclic Wind Pressure Loadingper FBC. TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with narked -up drawings and installation diagram of %invl sliding glass door, prepaid by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549. dated ! 1 °W'15. signed and sealed by Idalmis Orteea. P. E. ('Test report revised on 1°104'.15 and 02111�'16) 6. Test report on 1) Airrativn Test, per FBC. TAS 202-94 2) Uniform Static Ail- Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 202 94. 4) Large Msssik Impact Test per FBC. TAS 201-94 5) Cyclic Wind Presswe Loading per FBC. TAS 203-94 along %,%ith marked -up drrawirigs and installation diagrani of vinyl sliding glass door- prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552. dated 12 04.,15. signed and sealed by Idahnis Ortega. P. E. (Test report revised on 02115,2016) 7_ Test report on 1) Uniforin Static Air Pressure Test. per FBC. TAS 202-94 -2) Large Missile Impact Test per FBC. TAS 201-94 31 Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagram ofvinyl sliding glass door, Prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples A-1 t11r u A-22). dated 11, 19110. sieved and sealed by Jorge A. C auso. P. E. (Submittrd ruder AWA A o.11- 0107 ©a) 8 Test report on 1) Air' Infiltration Test. per FBC. TAS 202-94 ') Unifomh Static :Aix Pressure Test. per FBC. TAS 202--0-4 3) Water Resistance Test, per FBC. TA.S 102-94.. 4) Large Missile Impact Test par FBC. TAS 201-94 5) Cyclic Wind Pressure Loadmgper FBC, TAS 203-94 6) Forced .Entry Test. per FBC. TAS 202-94 along with marked -up drawings and installation diagram of -vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc- - Test Report No. FIL 6337 (samples A-1 thru A-5). dated 1' 06 10. signed and sealed by Jorge A. Causo. P. E. (Submined under NO9 Vo.11- 910 7 0.4) C C ALC TIATIONS 1. :anchor verification calculations and structural psis, complying with FBC-2014, prepared by PGT. dated 1':0915and last revisedrmised on 01115161 16, signed and sled by Anthony L. Miller, P.E. (Subrrritled itnder•.\'c)! 4 Yo.15-1210.01). ?. Glazing complies with ASTNIE-1300-09. a Lhaq 1. Chan&. P.E. Product Control Unit Suptrrisor NOA No.:1-o:a;.o3 Expiratioa Data: Aprir 14, 20M .4Wros•2l Daft: \larch 25, 2021 E -2 PGT Industries. Inc. Wei 0 e 11 rllg ► 3. Nevi Evidence Submitted A. DR-A111NG:S 1. Drawing No. 'IM-5570.0 Rev- B. titled *Vinyl Shd4 Glass Door NOA (LN1)7" sheets 1 through 21 of 2 L prepared by manufacturer. dated 1 Oiti' h 5 and last revised out 01M 1:2 I _ signed and sealed by A_ Lynn Miller. P.E. Note: This revision consists replacement of s,anre ersstina installation screw. with flat head- B. TESTS L Noce C . CALCULATIONS L 'None D. QUALITY ASSURANCE 1. Miami -Dade DegaTu ew of Regulator,; and Economic Resources (RER)- E. 1L4,TERLAL C ERTIEIC:ATIONS 1. Notice of Acceptance No 19-0305.02 issued to Kuraray Amet•ica, Inc. for their "Trosifol L Ultraclear, Clear, and Color Pt-B Glass Interlayers". expiring art 07.08.124. 7 Notice of Acceptance No.17-0809.02 issued to E uraray- America, Inc. for their "Sentii-GL•is•Il• #Clear• and 11`hite) Glass Interlayers"_ expiring on 07,04123 3 'notice of Acceptance No. 18-1106. 10 issued to Vision Extra eons LilWed for their' Brown Coated (Fainted or Laminared) White Rigid PA-C Exterior Extrusions for Windows and Doors". expiring on 09 30 _'4. 4 Notice of Acceptance's o 18-1106.11 issued io V'isivn Extrusions Limited for thieu sexes 17E 1000 Tan 202 .and lighter shades (Non-Al'hite) Rigid Cellular PA'C Exterior Extrusions for Windows and Doors"_ expiring on 12,29.21. F. STATEMENTS 1 Statemtent letter of conformance to FBC 7' Edition (2020). dated 0101:21. issued by manufacturer. signed and sealed by Anthony- Lynnn Miller. P_E. 2. Private Labeling Agreement dated 0310&2 between PGT Industries. Inc. and CGI Windows and Doors Inc., signed by Dean hi. Ruark- P_E.. V.P. Eugine+eriug. on behalf of both companies. G. OT)IERS I. This NOA revises & renews NOA* 20-0429.(i5 (PL.A w-,CGb. expiring 0414426. 2. The cti rent associated PLA CGI fik ;;21-0205.01_ expiring 04,14,, 26. E -6 Ithatq 1. Chanda. P.E. Product Control tax* Supervisor NOA No. 11-020;.03 Expiration Data: April 14.2026 Approval Date: March's =1 PGT Industries. Inc. NOTICE OF ACCEPIA3, CE: EVIDENCE SUBM=D D. QUALITY ASSURANCE L Nliasm DadeDepartuxnt of Regulatory and Economic Resources (RE.R.). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.15-0528.14 isamd to Vision Extrusion Lnnited for their Z1'hite Rigid PVC Exterior Extrusions for W11ndows and Doors". dated 08i1315. �g on 0930,;19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Ltmited for their 'YE 1000 Tan 202 and lighter Shades (N-on-iiItite) Rigid PVC Exterior Extrusions for it m+dows and Doors". dated 110.816. expiring on 11-29:21. 3. Notice of Acceptance No. 1."528.15 issued to Vision Extrusion Lurdted for their -Brown Coated (Painted or Laminated) White Rigid PVC Exterior Ext•usions for Windows and Doors". dated 08;13/15. � on 09i30!19_ 4. Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA. Inc. for their -TA--T.A-N 3040 and Lighter Shades (Nos Miiie) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115.46. expiring on 02 `_' 1. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA- Inc- for their "Bronze and Lighter Shacks of Cap Coated Rigid PYC Exterior Extrusions for Windows and Doors" dated 09,45116. expiring on 04i l 20.. 6. Nonce ofAcceptance No.1+6-0712.03 issue to ENERGI Fenestration Solutions USA - Inc. for their ``Z1idw Rigid PVC Exterior Extvsions for Windows and Doom"` dated 08110,17, eking on02;2848. 7. Test reports No(s). 10-1i02-792(A). 1 M0527. 535753-09.per ASTME-84. ASTN D1929 and ASTMD-635. issued by EXOVA to zs m Extamort for cellulosic composite material. (Suburined render X0A A'o.11-0107 04.) S. Notice of Acceptance No. 14-0916. 11 ism_ to Kuraray America.. Inc. for their "SentrrGlasB (Clear and White) Interlayer". expiring on 07, '1 S. 9. Notice of Acceptance No.16-1117.01 smed to Ku:arar American. Inc- for their ".Iresifol • iltraclear. Clear and Color Pi`B Interl;�yert-. expiring on 0TV8,49. F. STATEMENTS I_ Statemm letter of conformance with FBC-S'aEdition (2014) and FBC--40Edition (201i7, issued by nunufachm, dated 0& 14117.. signed & sealed by Lynn Millet P_E_ 2_ Stated letter of no financial interest. dated 04,11& 17. issued by m2trufin.ctmer. signed & sealed by Lynn Miller. P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0337- dated 05,V5117. signed by Isbaq Chanda. P.E_ 1. Notice of Acceptance No.15-1210.01. lured to PGT Industnes, for their Series "5570f2 770" Vinyl Sliding Glass Door ('Reloforced) L.111_ expiring on 04114221. Ishaq L C'haada, P.E. Product Control %nit Supwrisor NOA \o. 21-0206.03 Expiratioa Dstet April 14, 2026 Approra 1 Date: March 2f, :021 E AUG- 2`4 2022 VIRTUAL 0.EViE'•, PS'' -, Virtual ,.. -- - �d Plans Re�.ieq-i t :gym,. "'Al for Compliance Yvith r PXZ��JO Edition by Debra Anne Klah -1. -,0 W (D c- _ W U i. 0 Co CL . U '- Cf) .cU ca cn N U S✓ O 0 s? O t-_ ' L O 3: Oco LL C)a co .( a) s_ Q co .� C E Z r� �J Cn s_ 0, El -F-.+ z` j co o >0 Q l� Q L) N ..mod U) W O � w < CU z z Q 0- SHEET N0. PA 1.3 March 15, 2022 _L I - - - - --- - 4 I a_ 1 ECO If�c. TILLIT TESTIAING IN ENGJNEF$t# G COMPANY r_..--- - --._ -__, .. _.,_ _ WA? TOR A T7(•t ('I•• I_ , 7� tdeec> 4 Kra I.wrrY -" M IA I- IL �, _ PRODUCT EVAL U LON REPORT REPORT NO.: 20-07,26.01 DATE- Jury 28. 2020 PRODUCT CATEGORY: Sr#vim PRODUCT SUlf•CAlFGORY; &ormPareo PRODUCT NAM L,' 20 GAGE GALVANIZED STLEL STORM PANEL MAN'J-AC'`jRER: ( la" Protaciton Protiur.ft LLC, 4800 S.W. 51 Ste. Orow, ROrd•43 14 I- URPOSIE QF EVALUATION: Thisis a Product Evelu alien Ravion Isicvod oy Wa tar A. TiN1t. Jr., P E. (Sysi am !D # 19oC) In the Global Protection Products, LLC, Rule Chapter No. 61 G20-3« Mi+thod 1 R of tht Florida Department: of Business and Professfona' Ro4tilation 1 hie r,FIALr_-I Ic :�,ng lS4U*d on Evaltaetton Report as dnerrihed hertlin, end halt been vertfied fax crompliance, In accordance w-4h the 2020 Seventh Edition of Cho F -lu Building Code, and to verify that Oho orciliatt is lot the purpose Mended ,v t,_ ?st o vaftM to that imulted by the Code This ProdliSci Evaluation Report shag Ole subjeci to review anti roviolon in o1 a Bu'ldiry Code Crrangc that may aRsd lt4 knitsififorts and conditions 2. I ICE-SUOWTTED: 2.1. PRODUCT EVALUATION DOCUMENT to E-0 ); Drawing No. 20-176, blied -20 GAGE GALVANEMD STEEL STORM PANT :fits 1 thru 26 of 26 prepared by Tiltelco. Inc.; signed and scaled by Walter A. Tiltit it.. P.E.; doted 07t2 12024 Thls drawing is an integral part �21( 6 Cvakt t1 Report. � ' Q A. 1r, .- Y _ ' a4:97 1If!0 ` ,* . �, g.t�.r `tJPitll` tt:,,"., 71.145 Stith Wit. S'attc 3oi, hfiwu. FHofii51 ll IMb - t'a : '.w3) 871.13tt) §411-66 N' 4H rXettm L't %Lt:Artuxxert,tt t=. )-._z4 fT. . at . 22..TEST REPORTS; Large missile renlpoct and fatigue lased Its were performed under PraJtO 1 1 8 0l Ftor+' ,I 20 .203 as per aacliora 82 era t3wldir+p Uriifor'>r Ilia c leads as por TAS 202 Protocol Test reports prepared by Hurricane Fingtroving 8 Tastkap Inc. Report` it W,W9 dated U&CP/1996, 006-570 dated 09f1611M, OWT30 dated 02120119Sr6, al! tree i4pVd and sew by doctor M. Madma. P.E., Fen""Wi Testing Laboratory. Inc. reports 0 2032 dated 0416;`19913 and #12124 dated 1WOU/1910401witnessed by Gabor. Diamond, P.E and Report No. 0219.01-M, doled March 4. 2009, signed and stated by Edmundo Largaos , P.E. atnd Henry Hattem. F E. Tensile WA report NO, 9CM-197 ay QC Metallurgical. Inic.. daW lvtalmin 13 2M, signed am it4.#lad by Frank Grate P.E 2,,;L $TRUCTURAL ENGINEEt0 G_CALCWATM3: On 20 GW Gsiva>aized Steel Storm Pnnrsl for mazernum parwi Cangth vs. design wind load, as well as maxtnwsm Thor spacing vs design wind food and parcel length based on tavoinal and cDcriparalive analysis. an©:r accordance with t,cetlon 1616 of the Flonda Building Code Calculations prepared by Tollecof, Into-, elated 11 :`08 aN 031'2115. slpniod! and s,CahC by Waller A. Tdbt, Jr., P.E.. 3 _MISSlRE11dEAGI-QE;SISTA.N; Large missile impact under 88ction 1526 of lhC folorida Ouilaing Code_ as par TAS 201 Pruiocol 4. MND LOADS RESISTANCIO: 20 Gage Ga:vaniz&d 5t el Storm Panel has boon verified to sustain- wind press.ues. Ma.xwratm ,^,anti length shall be as hdicatod on stleeta 8 10. 14,15 16. 19. 25 and 26 of 26 of Product Evaluation Docurr (P E D.). drawing No- 20.176. Maximum Ancs+cr Spacing ithall be as Indicated on shoots 8, 8, IQ I1, 14, 15. 17. 18, 19, 2'3 25 erns 26 o` 20, of Prodtwl Er radon Document (P.E 0.) drawing No. 2f?-176. 5. INSTALLATION: Irrstaeatiun shelf be Wormed strictly in accordance wait details indicated on sheets 3 thou 7, tO rtv'u 20. 23. 24 and 26 of 26, of Product Evaluation Docun (P.E.O.). drawing No. 20.176. Iffinimurri separalion to glass shall be as rndicateid on sheets S. 14. 16, 26 and 26 of 26 of Prodid Evaluation Document (P.E.0 1. drawing No. 20.176 .,I,,.initiirir . I; It it1(J +, I*...-.0GEh,�,� •.�01 s, fig, * *- , � $Ati Cif+ 4c ._ per._10 .. yN," 1'IfJtf . �1� a 31 w cm €.sa1 r.ca.a, term CA +" I-W ,ow-1117t 1.0t.1 %•+ram C. .0m •owt•1 SO •",R, ,Na •-a 6Ai tit at1- It" twlt>tif�_ -1 ■ Cwlb% 'LM.,: 44 .01INST t=A/:•. 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J 22 0* 26. of Product Evacuation Docunte-i - E D ). drawing 1+110.20-176. /,me"r ap'ccfw,*6ona shall be as inglkrlto0 oil st ctif t• 7 a,rtl 21 ul 26, of Product Evan Down-rrl (P.E D.). drawing No. 20-11f4. 7. LIMiTATIONS AND CONDITIONOF tJ*,F- 7,1. $hall W stnctfy in compflaince with ICenegal Notes hie. 1, 8 trau 14, on stwtt 1 o' 213i. as we 1 as General Nags f1 1 1hn/ 4 ane 11 thru 16. indicated on shoot 21 of 26 at Product Evaluation Document (P E 0.). drawing No. 20.4TO pcorpoirgad by Tm , Inc. and signed aaU mated tTy Water A TIM. Jr., P.E 7.2. Product may be Installed within HIGH VELOCITY H URRICANE ZONES as doligni0d on voicton 1ti2ti.2 of the Honda SUILdirg Code 7.3 Product shall only be lnstatled Into puul`rd concrlste, concrete bioack, and wow fraTinsbucturas, Prooduct Evaluation Report prepared C)y Wester A Thin Jr.. P.E (Fbada License f+llo. 44167). President of Titfeco. Inc. iFloriT C+A-0006719). 1�'�CEtiSd' ✓ I 41 T 46 Pi r diTit = -'# :Ilk -)/-f a `-V. $'AT.0' .� C2,:' " t,0A11N lz "WA .. , 'r IF.. tv A! �..�`o marls.- s]'.T._'fCOACVOMR}C011:03-F.6 11i1001aT2A1it onN.PROICCT10PM111to{iiTtS. tt C,766mm GM 1M C= 5' LLL s• PA I.I ORMIt1 a Spa• r4'. RE1i:iRI a 17 OIUW /I � I l EGO wc. TILLIT TESTING A ENGIf1EURINO COMPANY WALM A TD.IK. JiL.' m,tar kr,.aari.rual - REPORT NO.: 20-0727-02 DATE; July 27. 2020 PRODUCT CATEGORY' Sh Ilgers PRODUCT SUB -CATEGORY. Sbmn Panes PRODUCT NAME 24 GAGE GALVANVED STFEL STORM PANEL MANUFACTURER: Glottal Prortaction Pro+ducta--LLC ,tt QK) S.W. 6t Sit Dlaale, Florida 33314 11-PURP_OSE Of EVALUATION: This is a Product Evaluation Rexsrt t lsued by Waiter A.'lint, Jr_. P E. ,'Sy-, 10 4 1906)to the Global Protection Products, LLC. Rule Chapter .rife:. 61G20-3. Method 10 of the Florida Daparlmont of Business an(,1 Professional Regulation This pt®dW Is being issued an Evaluation Repalrl as dascntiod herein, and has bean varified for c omph an„^e in accordance with Chia 2020 Sovorlh Edition of the Fiends Building Cade, and to verify that Jv product is to( the pu'oi intended at vast equivak it to that required by IW C ft This Prrsduct Evaiuiatlti•i Rtrpen shell be sublect to review orld re,olleon In case of a 8widiing O>de ctla nfge that may atfoct its limitations arKi corld%ti 2-MDENCE_11.16-4UED. 2.T. PRODUCT EVALUATION DOCUMENT (P.E.D.)' Drawarlig No. 20-175. tilled '24 GAGE GALVANIZED STEEL STORM PANEL". cnedls 1 thru 18 of 18 prupargifigi.1 uy Tilted, line., signed and staled by Walter A Tdllsl, Jr. P.E.: dated 0711712020. This drawing tit an into nt : ♦j�H5 Evaluation Report salt �if.. :_ /lr'; "." 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I tfs•1 pa`., rr --+.>asia r "-, w .•[ « I .•Jr e - ' 7 I. - ,Haver N .i,••.i. 9, d S ,� » r 1.rat k I % a,tcrai zJ,Itean .,4.ICAl% t +^ - 1 - iri w. w w:n'a"� • • " 1 ra rM w tawM ;v1 ,a•..-•, z., - 1 van 0 a 1, 311 11t'yt - NJ wii*6 1 1 ' +� 1_ - � � - -� _ - t i�iLlT^ y .f4 I :A r '/a.1" VA,# 1.7. __,r .ell.. ..s ts_-_ aR + a t % .r4r+ �K w w w,,qf aM.Y w I rayr a ra.s,ac i ,WTOI _ _: ff: I t.a k. ;7l. 1 5p cat}v'Is rift, tr., L.'lOraJ �v T .,.LI..±11Cf 1 ` � iaM�"+w. 4tuCa1/' IT ..sir Ira[°�! - ta 1, �. _/ a`� T,w CO .• . roar'.% E t . ate li 47J:•r. Wr a lf` "_ ,v WW"l "r.', ..,�.s $r attic 1ktc1 t t;t D .; At .N CC -_• A?t, � C (PLAN) I i c�arst,. wr:w _ _ 7I z t im 1[•.Y'3.i w } at$-,-L ArCN ''_ -...,a_•- t "d' _ .. ..- ". _f rMt^ .'�. -' ✓'�' rt;ORrO't n.O�:I« Ie A i!t$4#1'1 ttYir&CaM I9,i0 � �aa .F 40,.a41 .G,al+s COat:t K pa _ �, tVSQ -aF, Y A ,1.t .,L • !i • "� C PCs -- . •wa•=I Ill,,, Yw:.'trn AP «. atJ4 t.'�a rt' t,.a. 'akaY. ,«,. w !, 4 all. 1 - V,Ma ' D a,l a t°4 Gat 2f0 STtEt i:1t19N r.t a mall •' .., Ill „ v °x«a-e' .t i'rlw^ a 1, � f 4 1 11►.a !+ • �CTititt It X ' _- - __ _.....,..".._ . �._ _ .._ .- .. ri► p x' � 1. . .. !1./Itlt ' xr t" PH1tG�CTfOIt P'ROD11CT5 LLC. p,R 5 �Eai OR SPACE LtVfRCCI_AT TGP iNt r - E w-nft l A sa I.r s=1.t' BOTTotf- IJIAGJS.t lHO tACENIL T �1]tC�olE[ti �+ E+tN FS•. :R?0 _ .NO ..'T.: r : �' M w.Mlt a»tII... ft4t .. a.1a. w..,, j fai t re S/ rAL .i.aw.•s�p[..•c a s.nt'a • tr.a , r iii" Tin^" a.rra s_ a�t10 4 4i,r . sa aItl'1 . r w Da Dt+,t.t+r W.M. au ,,a.t- t *-to troverm CASCARA! aaDaa• rologw - rr.t�.1 Iatl SWAP," a. Ulm n .. .plaa4t r. Matt a) tY L t, [ a. ' I31 a I I ' I 1 a a. 1 r- aI. Ae ,! 1�M+ra I I /•� sa' i 1,S y! ;.W. afti• 4Y 1- 1.A1r.%.,It rp I,wO�w,• , i r a1 arA w. } 'As rA I In , eNM vwc, 1 I ,�r4"r' . , r I ll , I it t Ron /!aN '",.� .aa 'I� I . ,, .' I St • `I ia? I pYbt 1 It -o 1 SO .'/A. . I ' .-.-Ic.3/4- sl i"I i/ r/.•.ara1' r..t .a.' .4 a ,1 t/7' CC .taca" Altr4it #Mortify tslaC•[`3 "t'}i011 -to 1,5311" as At "4 QIC+41rA4 11 . k t- al 't, v I-, �g 4t1. aro.ar,.m crArAt-1 w 1 It,h, .'.". It ra *xv. ,r.t,M ,,x. Al .:rats-_ ,Ai.., uhiffilw Ji THG DIRILCI.prN IT Lrxit affliggsti. ia.TE f01. ill+ L M Wr sCT(:I l ON IICA • a%CTT[ar MA till W A^, a't %mr, 4) comomm I•i L " .All •la 1 ♦• a•,. a ei mlati 1 ROID1. C ►_ L)gA t i ,11-m)-N-KkJbL)KX .40. O0 4717A7 2.2. Tf3T REPORTS; Largo missile impact load teats were perfornleo under SSTD 12.90 statulett as Poll st Aron 1$09.1 2 of tt1a: Florida'Bwiidlrg Code, Uniform static goods as per Saig,111 l 17rn A'E. (MIr ASTM E"110 Taut raperte praoat+ad by Arr,ericsn Tactirtit Lab of South Florida• Report # 0814.0 t -01 dated 03/111C2 witnesses by Wiliam R. Mehra, P,E.. Boaz Moro:. P.E and Honry Hattem, P E. anC Report No 0219-01-09. dated February 25. 2009. signed and eealad by Edmundo Largaespoida, P.E. and Henry Nottom, P E Large micaila impact ano cyclic loadings pet Protocols TAS 201 d 203 as per saRiHon '609.1.2 of the Flont;8 Ruilidino C Toot Report prepared by Arnarcan Testing Ltab of SoQ9, Ficelida+, Repon No 1123.01-10. dated November 23. 2010. signed a w sea'sirld by,fvlo, E. Gonzalez- P.E Tensile test report No 9CM-198 tat OC Motgrowgicai tax; . dated Morch 1-24C+8. s grod and sealed by Frank Grate. P £, as pvir ASTM E-8 arid Toinsito Tost as per OC ifCotainurgmai Report No. 10K)JI-1318, dated Depcombeft 1. 2010 straed aril wrsatego by Jerry Jacktitano, P.E. as per ASTM E-S. 2.3. STRUCTURAL ENGINEERING CA!LCULATIOMS: On 24 Gage Ga ivantuamo Stew Storm Panel Itar maximum pallet lOngM1 vs deaiyl': wind bad. as we# as maximum anchor spacing vs_ dosili wird load and parcel leng!h based on ratlona; and comparative analysis. and in accordance with Is" ieof the Florida Sultdirg Code CAfGulai+tlrs Pruporpd by THtt#co. Inc:. dated 12!IW10 and 0&27113 (for this rovislOn), signed and !srinled by Warner A T dlit. e P F. 3, MISSILE IMPACT RESISTANCE' Large mile fact under sec s 1809. i .1 of lAeFiurdir Budding Code, es per SSTD i 2.99 SterixiaW and TAS 201. 4. WIND LOADS-RESISIANGE: 24 Gaga Galvanraod Steal Storm Panel has been verified to sustain wired pressures Maxiliflum panted length shall be as iindiceried on shock 3, 9• 10. t 1. T 2 and 17 of 18 of Product Evalualloon Document (P.E 0). drawing No- 20.175 Naxisuxn Anchor Spacing shad be as indicaited on shoots 5, 9. 10, 11, 13 thrJ 16 and i8 o' 18, of Product Evalualion Documeri (P E.D.), drawing No, 20.175. 24 Gage Galvanized Slaw Storm Panel has txaen verified for code diets to work as a near -porous storm shutter as%ombiy, at per SSTD 12-99 Standard yEA1 8 ..... 7/27"d#j * .1* % ISTATE OF : o: k�`,:. f10R10T'.-_.4'a' 1S0R=LVALL Alt,0N Kr"&T_ I- INSTA LLATM Installation shaft be perkriffneil ` x In scoordarlce with ffjl"?s indicatedon � sheeolt~ 3 thru 8, 12 thru 18 of 18. of Product Evaluation Docualtnt (P.E.D.). drawlna Ne. 201-476 Minirrwn separation to suss Aon iAw es wiL*,rtwcf vrI shirts 3. S. 13. 14. 15. 15 and ' 8 of 16, of Product Evaluation Docurner►l (P.E.D ), drawing No. 20.176. 6. MATERIAL CHARACTERISTICS AND SPECIFiCATIpNS; ! ' O, stricity in e, With General Notes and Comptiawas indicated ar i ii 2 of 13, of Product Evaitaatfon Document (P.E.D.). drawing No. Anchor spocifications shall be as Indicated on shoat t of 18 of Prnduc! Evaluation DtxarmerN (P E 0. ). drawing No. 20-J75. 7. 047ATIONS AND COI!ll}%Ti NS OF : 7.1 Shall ba sirtrlly a% notnpiianC4 with General Notes No, 1, 8 Gwu 14, indicated on sher,l I of 1S of Prod",Act Evaluation ct r"crit (P.E.D.), drawing No. 20.17S P(C(san`#d by Tilteco. Inc. tart; signed anil sued by Wafer A. Tim, Jr PE, 7,1 Prod.jc! shall not be instolloil vr4hdl K*H VELOCITY HURRICANE ZONES as Cofinged on sedio-t 1620.2 of the Florida Bukirrm Code 7.3. Product shall only be Instaalied inty poured concrote, concrete block, and Mood from swictufft Product Evaluation Report ompared W Waller A, Tdtit: Jr., P.E. (Flonds L40mc No. 4411571, President of Titeoo, inc. 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KQL"M i t t ; i 9 ; LP -A 2^ IV411, 3/- - 4/4 +1. 2 b Mi L*1. 2 & IW/15 i - i . ; ! i 1 i - - � i � 4*r1kill LOCAN'tit I �'01 I � Ill V. $100. - � � I L i I i Aol Wl%o ,orl sAit- -094% :C(Avcft Or 'n ful -4-t 'Vil � ,_ 1 � - 1. Mit'llili oftli ol 0. -- %Ott, P� - - '! , x ` _�_. - v � � � .10 *.V.m lill .1107 -.0m . � - , CDWJ" ocKi-4ft .- Mill lo _t' U Qc�Cl At 4.4i .,% - n Iff lam ilictin totooll $�, , , i rm wi all - ,IT .11, ii, All-i K locoll"t .1 - �1 Wfl 1-n -, 8) M. 1-till Qmm-- mm � 11 I "I'll," _` C - M rlmh_�." �'.,'[-Ccl . Ar"ill C fta.mi I 10 N MI�k,lil ,� ft-Woft Moo .Wl - "I I usiol tol i , cill, "O.C1.01 va stoltz" ow- I'll - - sill '" _ ot , _1 W" k=hqM MUL A& am lima-AgamilLAM V.A41 )/12•-0 I -MMIAUAIM - lri= I W.'t 3/0- - �- - .SrCTm 2 ��All 3.14' - * * -iii.,.6. 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I ost llol[M IN, I, too ,I FOR WA-400114 7MM a WAW Its Wb"~ oft "Mill Aaa mom" mal ivactill" me %we" fm WOO 401 MWWCAM Ob " lColl "9 11 D .m MICAM 0. told l 1190i VC-04 Vft'AW PI oll "Wit W-Ccill VM- ON All No toll 11,Vlocill I.C'"ft -W " WCM-O. 13 N 101olill -Ek"D $ccl CPWW- A-4 Ioctcol wi kv aff an %a tatimpow illostills; .total 101 "t. WoON "oll A, 4410i .AL4NCI te... liol .j,.,. ,je. 1 1.10. *ii ANN" Slit - _ - I I . _________ . I I I #./I � - 3 9 - - - I '/I m1l?vml C�-3 v�_________ - ___at� .*- A 0.) - -- 3 ,Q-M- -- -- - - . - I . - I - - 3-4 - - _ i to - . . � ____ 1.11 -*,am., .tiodooblital Amos, CA on moo" 0144 too -1 ./r 0 " , - - - I - 11 .A, I I, -- I txxtm* all oLmisp I iml.r. kw " .= J o4wis 1 acoUll I I t , I to k's . 11 loll:"'' "m-4- - I . I Jr., tilowl ,,Cw6*. � ,re. JeW ILS M M" *1 1 ill ./ ,ffw . I l 6-Alill r) 4� I i I I i I I I I I I V% ; or V ! - I � Air �'t �k . _j_ , - - - . =�. 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US WCMCM 4i 3C or , .�`r .�.i 'a. -3 i 7- cc . "Ital .012 van subme of L4 I ".l to 40% 0 e 94 ALTERNATIVE FRAME CONDMONS k _1_�_ -I.,.. .... . V 0.00 = of a r V vwpxm6 l 1 i4mal spornor" RM IbLL AW . 0 AMCM LQUMNS own clift Still Ml ow to.. 'Xit Q.01 WAU MOUNTING JNSMW 000� ky . AWURMaYE I �mml Mr. e ..,....... ..'� ..'� !� , % _� 10 � ., 0 ( .- I I : . 40, . , f , WAl SULDW CM SK-0 VW464"Clity oft Imorl xm . AM CAL, nil "Pi Wl kt 0 til UP '11 . lhr: of - .. . k S1 � ## ram .knm me 70 WA GMVAMM SWU STOW Pill com or - � I---__.....,.,-,_.-.._..,,___-...,_,__.� _ alfrall.i.Alioll ill .1i .m it -'i # W on "M's �Zml UP v I -V : fell, `lM w 10= 6"aft It Is 4Q111"WA .� _,� .� - � . � , I... . p�� \ GLOUL MTECTM I uc TILIECOIng / ol 6•- 0,11 Ww "" : cc Ott 30 116i ,- Noi�t,v, I •\ !D� Al I ft " _1167 2 14 2��� - -.-- I . "i *"Am-" " asslow.coll 51 7 m .= i I - ,I ite'lletimplortat"Wit M. 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T -03 -I--& (1) (1) c- c/) -cu (L) a 0 a N) - a) L_ 0- c _0 0 a) 0-,0 L_ r--0) cu -0 a- . . i 0 (1 U) (DD =3 m - cu -F n (D -0 0 -0 -0 - (_ Q 0 " 0 - -2 = .= 0 a) 3: c c- I - 0 Li- - CZ C) > U) . U) a) " L_ 0- . - cn i M 0 - 1-- _0 , - C- . U) < L _4� (D a) - -*--a I c/) I = m > I 0 I- c/) CL 0- < (D -",-, (-) c Z3 _0 I m 0 L_ 0- 0 a) m " U) m L., CIO � = w I � �E < < _j a_ . I SHEET NO. SH 1.5 � FCI_D UP WFATHFR RESISTIVE BARRIER & '�•. TFMPORARlL Y SECURE .d ALA I Hti I I IVt �ARRlFR --~ '-`' WINDOW UNIT FLASHING REQUIREMENTS MEN .r...+ UUQR HOUGH UPENINU � ...... --. WTJITHEI� BA�RRIER T11tE F2rtIE WOOD FRAMC.ONSTR ". .. . SLOPE 0.3 in: 12.0 in 30.5 R703 1 General Exterior walk shall provide the building with a weather -resistant exterior wall envelope The exterior wall envelope shall •6-0 U TAPE' EXTERIOR SELF -ADHERED FLASHIN-- ae"-,• aFAr,nF c:ONSTR (0.6 ern : cm) include flashing as described in Section R703.4. Q� J SHEATHING ITY I APPING DOWN -.� ADHESIVE TO BE APPLCD UNDER OVER RIM JOIST ANr! LIP TI Ir2rs1IOI D OOC)R A rl WALL BY 6 iN. #tt l I AIL RN UT JAMB 6. LiSi LIUUIL) ati�t%A� �I:LF-f�UH�R�� FLASHING EXTERIORP� R703.1.1 Water resistance. The exterior wall envelopeshall to designed and constructed in a manner that vents the accumulation of water � i�. � 0 0- 0 IC a- -� 5HANU VH ItUUAL HEH' ' Ir CAtII KING -_ .. I-- CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of "� U ° WEATHER ' RESiSiTIVE BARRIER � .�� SFI F-ALtHi!W-1, I i AVIIiM-; -',�' _ � E3UILDING PAPER �.y _ draining to the exterior water that penetrates the exterior cladding. � � � -co '� �rA1. TOPS or sIDIS T "� _ WIRE E LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felts free from holes and breaks, complying with ASTM 0226 far Type 1 felt or other L- � / LINDEN L*.tXWCt III SULIFtr II (Sr'r nr7mt wP07) �"�-_,. y, ,., _ _, . approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No, 15 asphalt felt shall be applied horizontally, 1r3. � � O U. SELF -ADHERED FLASHING �: <°" = with the upper la tapped over the lower layer not less than 2 inches. Where ' nts occur, felt shall be la p layer p y rot lapped not less than 6 inches. Other _ CTS © , `y CU T Jyiapproved materials shall be installed in accordance with the wlater-resistive barrier manufacturer's installation instructions. The No.15 asphalt OHEAD FLASHING TIE-IN INSTRUXTIONS-felt ' RIM JOIST or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and building PP P P g '� W 1. Gam, told up b temporarily secure weather ve battier above header to I for 4 Y� 1 appendages in a manner to meet the requirements of the exterior wail envelope as described in Section R703.1, -q� W p +4-- CL THESE DETAILS ARE GENERIC AND flashing Installation , ,may ..� CIO �= MEANT TO 31 iOW GENERAL FLASI IING AND WATERPROOFING METHODS TO 2- -OdhkQd frastir,p plus head 11160HOO Under - weather resistrve barrier 1 Fold head � _ �\ �) �' -� R703.7,3 Water -resistive barriers Water-rosistive barriers shall be installed as required in Section R703.2 and, where applied over woad -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two raye,rs of Grade D paper. The . BE USED. 3. weather resistive barrier bade over 2 +` individual layers shall be installed independently such that each layer a separate continuous flashing in fisting and seal with tape provides plane and any (installed accordance with Sectiion R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED F A RING FLANGED IN WPQ 1 SELF-ADI-IFR.Er3 FLASHING �/�� PO SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELFI CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A Y Y equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. c �3i r' +-�� Cxr R ttOATriING - �� FxTFRaa�t S»rl".>rr,(; � 3!4'-t" l tu_3 t r cINSTR ✓" �- XCA' ADHESIVE fi0 F APPLIED D IJNDCFt MSTALL SC FA ii RC R A W. M� EN IF _ RUBBERIZED ASPHALT MECHANICALLY FAST RL188ERl2ELi NEEDED IN CORNERS AD14FSIVF THRC H SELF-ADH'ER D ASPHALT ADHESIVE ! R703.4 Flashing. Approved metal flashing. vinyl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied PLASTER PLASTER 12 HML DRYLOK CMU - MASOURY PtOCK _ fi " TIIRrSi"D Or rx7OR AND RrTU1 F AUMN who rx�wg UI JAMB EI . USE: LIUUIU WJL BRAIN � OR rQ(iAi ATIfrR Pnrx)r CA01 KING; i �� tam =�LTAIL aYPt�l; FLASHING - r SELi'•ADHEr�o FLASHING----,,,shingle-fashion ., ,' _-" -_ r - - or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -a g ppiied membranes used as flashing shall be applied in accordance with the manufac�u instructions- All flashing shall be applied ' manner to manufacturer's 1 in a man prevent the �� ro �- EJCTI$Mti - - - Rt-:VFR TO TECHNICAL _- % '` SCORED entry of water into the cavity or of to the building framing `� trTTI1T c:HtuucAl �- wall penetration water structural components. _- _ 'lAMNDOYV FA,STFNFR ..: 1') SEALANT AT ° G AT ITY - � • � z + .. Lr rERC0 FLASITING . • -' �, � " }� SFI -ne�Mfl HI I) r t n �r+ . RELEASE PAPER •� �z �,. - -- ILRI.I UK I seoLWTNU WXAL { PCIXASE PAPEP TO rMrtaSE Self -adhered membranes used as flashingshall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with � the buildingwall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade N S or greater for proper joint expansion and P I Prof J l� (� � ' ` L Q• 1. � � X a! SFAS ANT Jc,uvr .- .. WINDOW guco TO -OUTSIDE EDGE ` R ' , MASt? tY . ==.. exTL", MINI MUM W-HTICAU Y II -ROM aT OM OF E ,VE AS S-•Ir�K, � contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashingm exterior walls shall con with AAMA 714. The flashing shall extend to the surface the finish. comply ApProved fleshings r l- �� r �' � "� � wow lsLrc rc p ,: �. THRFSHOt r3 i 9 of exterior wall --, ;�; , - 2) SEALANT JOINT sI srAl ANT rROM �g EQc , , . ,-.• shall be installed at the following cations: WiNE)f�W FRAME ' t ..,, .. }_ ;_ 1kINDC1"U4r BUCK AL7# i WIN(:iM EI7.IC;K AND LXTENU TO ,. _ • ` ./ SECTION -A (SEE DETAIL WPD2) �= ' -�-� .._. 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface cf the exterior wall . _ C = C = Q WINDOW F MASONRY----,., ArTAt�L} 5) 1OOLED SEAL, T _ ICE EMENTS .. ° '� `. - lSI:I F AINtFHELt wtnsr�N+r, !RCODEr `�. �- f � %" .-- © I I finish or to the water -resistive barrier con plying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings shall comply with AAJ A 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: CD JO .4. c > . Q LNG AN FRAMF 3) SEAE-ANT WINDOW FRAME T WWUUW BWK ALL IHI WAY z �, N�1 INC;1 I t�Nr;r .: SFIF-Ar)HFRFr)F1.ASHINC3 - ' 5 '- ` �. j 1.1 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 instrL ctions, Where flashing instructions or details are y �II . a it a a ,Q�, M a C u; +rs, >Nctul�w erg• not provided, pan flashing shall be installed at the sirl or exterior window and door openings. Pan flashing shall be seeded or � � C 00 DO NOT FLASH 2 R SEAL TOPS of JOISTS P2) Mom''`drains 6slo d in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for su cent bseq8 ' �a � WBOTTOM (UNDER M FIB (SEE DETAIL. WP07) e. 0 nin s usin n flashin shall in orate flashi or otection at the h n i g Pe g Pa g Pr cad and sides. -�_- _ "----" ----- SELF-At,3HEt2Eb FLASHING. W P06 1.2 1.2. In accordance with the flashing design or method of a registered design profess. 1.3 1.3. in accordance with other approved methods. 1.4 in accordance with FMA/AAMA 100, FMAI AAMA 200= FMA/WDMA 250, FMAlAA1WA! WDMA 300 or FMAIAAIt+<IA/WDMA 400. SCS 0 _05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ROUND p /� 04 SFLF-ADHFRFD FLASHING EXTERIOR DOOR WITH DECK Y Y f"" O FENESTRATION INSTALLATION AND INTERFACE HALF WINDOW i� INSIDE CORNER 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. `! ^`'-- Ground - w 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING - 5. 5.Where exterior decks or stairs attach to floor I 1 porches, a wall or assembly of wood -frame construction. 6.6.At wall and roof intersections. I • - �- _ y..= Wt,'t� Fltas�I�n1 BIfrllttr 7.7.At built-in gutters. JAMB. SILL AND HEAD DETAIL » hPI�RC,VEf,SI1EATh�NCi -`, APPROVED HOUSEwRAP_-� .--- i PA FAIlt1FREL3FI ,,'rt°"`' I PATCH 7T '- Loth _ - -Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCTALATH TWIN TRACK 2.5 �-r ( _ , "� ° S"'c FLASHING AND WATERPROOFING METHODS TO BE USED. • 3+C CEMENT PLASTER --� _� .. • i2 Mit Irnati Yl M --- _ APPROVrD FLASHING TAP . 2 ,+ - . " 5 DOUBLET 41 44 "V• SEALANT SOCKET WITH TOOLED APPROVED SEALANT JOIST = , SINGLE l WOOD BEAM JOIST BELOW I �SEL.F-AUMEREt7 FI.ASHIPK: s '� ' �'+ Fourldaucxt `� • - 7/8" Cement Plaster J� - �_~`-�� ' _ In accarc�nce with 7I8" Cement Plaster in accordance ' e with 4.ASTMG92fi SELF ADriERED FLASHING - , _- , FtSTMG$26 -. .` ..Felt , backed metal lathe in Felt backed accordance •- metal - SELF ADHERED _- SELF -ADHERED FLASHING FLASHING �4. with ASTMC1063 lathe in accordance with ASTMC1063 �.5 BuildingPaper ," Building Paper _.. _ = - 7/16" O.S.B. S(:S 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING �/ j�o� SELF -ADHERED FLASHING pUsIDE COFtNFi i��j �J FOUNDATION WEEP SCREED \/� j��j }j ,lJ sheathing r sheathing ; . Metal , ■■� EXTRUDED SHOULDER DECK JOIST Y Y Flashing - -- Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL -� Installed As er -_ Manufactt, Specs. PRODUCTSDETAILS FINISH I _-' r �F �^� LEGEND SLLF AUHLRLI) FLASHING (SAE) �; Maintain Stampede or similar --�_ Bottom of v TILE I , .� L lit NAUL F'LANr WIZU DRAINAtir Pr ANF (DP) WrATtIrR RFSISTANT cauk bottom Weep Screed Irlt on l WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO �LLLL+11 `r' - R RR �._ R RFSfSTANT $ARRIFR - -_� -- BOND WRB RRIfRFAK WFAT1iF �. 1 112" l0 2" Above Roof Weep Screed 1J"2" DLJROCK � *� r .sr1 r ft)RRING (�r) IA'TI1 -�r'�,/��-- PER THE FBC RESIDENTIAL 7TH EDITION (2iI20) - Detail Instructions m Q 1'-4" PER PLAN z ` I PI ASTFR AC(,F:S.SORY I !� I AID sHEATMttaG,'Os6. PtYwCYUEI. D1=rI;�;c I WRAP DP wRa c,NTc Installed As Per Sl�earhing tJlanufac;t. Specs. (M. !� Refer to thy; number marked as � in each detail that corresponds to the 1'-0" PER PLAN � �� T11F VFRTICAI ' SIAfACT TO TOP OF 1/2" Cementitious Cement Plaster Decorative Finish 2 numta rest Items in the list of instructions t�elow. I-LANLiE. AS AN AIR in accordance SLOPE BARRIER INCH I tANo:t with ASTMC926 •� , 'o. All inside and over wood 2nd ., • ■ ��0. �■■fffff� 1. Install self -adhered flashing in order as shown by numbers 2- Install flashing and slather resistive barrier to form water shedding " �_ 8 CMU M14 ( -t = -� - • outside OorrT� will fbcx °',. need #o f rater laps 4" OR 8" CMU -_ . g - - ''. cut and caulked all � 3. Self -adhered flashing can be substituted for building r n9 g paper 4. J It the release paper using the ripcord (.`'i{Jltt release on demand, {PER SEAT DEPTH)---- -- - .. z z __ �.. . , •� FILL WITH GROUT a= a "`� .sTRL}cTURAL I:RAr�II - - ___ w_ I� ;., _,.-slF�uc:lultAL srl��.IruNu ' •• •• `• s OR ,Q e butt joints creed to IhAPaulkPrt iiStt� *' '•• Stan'+pede or sim. 0 S� embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts r .:. rr fr 4 a - --- THIS GAP 13 A RF T OF PLASTER STD NAI URAI. SHitINKAGE _ ---STRIP OF 5AF caulk for as 5. Remove all release paper per standard installation instructions and H ' \LIJ DO NOT SEAL. CONTINUOUS BACKER -- "" _---ioimAGr PI ANr vm �'��UITIPSi-nEED adhere to substrate Ling a square piece of flashing material {C" x 6" Minimum) �: . ? a ' LU r .:: I T >A tiIAI AI~iI PL.AST ACCESSORY w i .---II�IFII I11W.AK wart � � W 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the Wishing accordingly to SLOPED tiiUD E3ED- _-- Cr --- ¢ w n �. t I � � 1_ATIt `� `� �� CU fit tight to corner ,� VINYL SHOWER PAN _ � � r -, i �e -;1'--�" S. Mechanically fasten as necessary- • _ _ -. - -T Note: . _ ° 5L' .' Af� - "_ The building paper and metal lath must be Cement installed over the top of the weep screed. Lu a I'LAS I ER S I OP A Plaster Q Z CONTIM.IOUS BACKER RCS 3 SEALAN I over bto& i st f100r a / CEMENT1710IXi FINiSH A_ o iL SHEET NO. SHOWER SEAT WP SUITI # CAIN I lL1=vEF 1- 1 a WEEP SCREED SCALE. NOT TO SCALE WP1 ■ Op - C. 067 Lz„n� ham u c, A�6� (51 vcex- s(n�jl2 Fu„.ty,1870 34L 51 C„d„w4AtIt y U r