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Home My WebLink About6444 Bar S Bar TrlABBREVIATIONS GENERALNOTES VERSION CHANGES INDEX OF DRAWINGS I 0 a ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA - EAC H ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL -METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR -VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD = STAIR CALL OUT HEIGHT OF STEP DOWN FOOTING CALL OUT - STEP DOWN C = SEE FOOTING SCHEDULE CALLOUT = KEYNOTE CALL OUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 4SHEET pq = PRE -CAST LINTEL CALL OUT - SEE LENTEL NUMBER EXTERIOR SCHEDULE ELEVATION MARKER l < ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 :ARROWSHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL 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 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 [:)STAIRS- CHAP. 3 Q 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. r4NARsw LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2216 VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L, M ELEVATIONS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ROOF PLAN A4.1 2ND FLOOR FRAMING & ROOF PLAN A5 EXTERIOR ELEVATIONS A6 1 ST FLOOR ELECTRICAL PLAN A6.1 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS JUIR 1 12922 V I A T UAL HEVIFW ASSIST Virt.,,c l Review Assist, Inc. roved plans Review Completed and a p Or Gc a; `,, ;, ^/ith the 2020 FBC 7th Edition by Debrp Anne Klahr PX2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. LO E ^` W L 1 MN v Ln V a2 -0co r> M Al 'C t mo o Yi 0 O LL- W 2 0 0 Q •0 (� U W E r) 0 aJ ❑w v6 w0E- wP w w2�0 a ° z W o W w¢2a ¢gYz� < Q U aaX-Z:�oz�°❑�Q�°- O O d LU d W 0 z Ow W°° 0, Q O J O Z Qom¢°W<�ZWuj < w �t-� lL OOX o 0 o¢ZXa maw O O N Z O IW- > (n O i.-: co O <U) Cf)r,f U- QW<Lq d co Q U Q O Z H W W J O O mi It O O 0 p O r 0 N 0 CY 00 O r O N O O c•^ r- O O z 0 L0 LLLI o ca O O O ; > P N Cl) V L0 1 1 00 - / Z r Z''Z O W VJ V Woo VUU) Lr 00 oo Q Z a -a Ln I— 2 a � N ��W 0 N �O1: . . M Q 0 z C) Z U wW �z Z F� CU J poll L. W ZCS z w W O 0 N LAST PLOT DATE March 29, 2022 z A-j O J I COVER SHEET 11 30'-0" ot OVERALL 10'-11 1 /2" 6'-0" 13'-0 1 /2" 40 40 4'-0" 4'-0" 4'-3" T-5" T-6" T-10" T-0" 4'-0" A _ F- 12 U J F o0 4'-8" S3 ELEV (-) ° rHB M I 13 Q 13 13 I3 9 4 ! 9II J Q ' '9'-8 1 /2" 6 Ior _ o J C--t� REF C" > ' w I I �C/) �I Lo 16'-2" 13'-10" C.J. C.J. o I II 5 ° o? 1 B ;� Q O 9'-5 1 /8" 1 1 ELEC/PLUMBoil � I /P I CONTROL JOINT —�PT / I — — — — — — 3/8" 0 M I Y. M FOOTING //��(4) I STUD COLUMN W/ (S) I HTT4 AT BASE Iz I to - M [3 7 `;� I� o -S �j - q 7 - 0 I 2'-4 7/81, _ 13/8"1 EL M Iz LAVo 1'-9 1/2" G KrnO 3 S3 i8 1ONoo 0 WH Q 'v w 2 I --------� oo= 04M (V O N -- -- — —1--- 13 o - 10 - 00 I I CC I G 11 ICl N 14 S3 8 Q ELEV I S3 (-) 0'-4" I I 13 I o? eP Iz I I L:b 0 0—' U I N z --- — —D� 1J I I �Y r0 O I fi -4 7/8" °O N 1 z Cl)z '� w I WC I O I I I� o B Iv - II 04 1 II N 1 CONTROL JOINT IAV— N � T U 13 d — _ — D C SEE DETAIL D/S3 r N I I 1 I FOR FRAME WALL TO CMU CONNECTIONS � - 00 4'-1 7/8" FOOTING L_1 J _ CDI 13? I 0�B M 60 N I ��I 0 , 1300 I 4" 41_111 11_7" T-0" o L_ 3 B _ _ - t M q A CV _ 0 13 13 0 9 I 6 13 13 C3 AL — o S3 C ELEV (-) 3 1 /2" 16'-0" 1'-4" 1'-4" _ u- U �00 1 20'-011 8'-8" 1'-4" d r 30'-0" FOUNDATION PLAN (ELEVATION A 1 /4" = 1'-0" 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) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R E3 = FILLED CELL W/(1) #5 VERTICAL B = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS el= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2 DP X 9 1/2 WIDE RECESS NOT USED 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C1 PAD 24 SQ x 16 DP #5s 6 O.C. EA. WAY C I MONO FTG 16" x 12" DP (2) #5s CONT. J U N 1 1 2022 1 �ssisT' vi,;T JAL REV'" and ap►pr ved! ,w �= i th, ,; �� 020� ti i� coy.. al l� v�lth t d''ciol� by r . A.-,s, • Klahr PX2300 .+ N k s D0�^ e1 M f 0 o ® o . _ ` e Ali, i >05 �* p� ¢ �� ss w 0 w 0 z to ^ E > O o 6.i ',M U MN (Li N 2 V -0 E r o O o CD 0 UO'4R .—t Vi n u W Q"t04 L 0 Ill ❑ LLI Uj W O I- W F W - W F O C� W U Q I- w � =Z W Y =�� Ju)o == L002�O � Z H °�n°CoE-R.o-oza¢ �Oa>ZYoLu ~- Of<0 a 00 U) O Z Q<<0Lu<zwZ��U°IL :R �Y°¢¢ LL OW 0� S ° 0QQOf 0 LLQ LL O O Z W O F- w O w M O W U) LL d' QWQLo 0- M 00 Q } Q Z U w W J O Cfl O I I I I I M O N ti O N 0 N O N O N 0 - O N o 0-0 o O C) o N o ' z CDU-)w w o 0 0 0 0 v 1 VJ Z~ z W ¢ z w O •,~ �--+ W z ozz O U w00 (-) Z)z5; O _LD of Q ZLU -a N -w N ZOO o W � �� ■ Q O � z �WW �z ry iz �C Q F� 00 0� z A 1 z LLJ Lu J OO LAST PLOT DATE N • March 29, 2022 z 0 MONOLITHIC FOUNDATION PLAN A 0 30'-0" MI5/=1:7_"1 15'-8" T-0" 71-411 10'-11 1/2" 6'-0" 13'-0 1/2" 41 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2" o 1 Cl)00 o LO '� SH 25 L HB r M HD AT 64 ti (4) 16" o DP SH - 'n ANTRY 00 c REF `r N 7 5/8" 2'-4 1 /8" '-1 3/8" v 6'-6" 17'-9 1 /411 2068 KITCHEN °O 8'-8" CLG "�_` FLR FIN 00 LINE It 7 5/8" 8'-11 1/8" 1'-1111 GREAT ROOM 13'-9" X 17'-10" 8'-8" CLG 2x4 KNEE -- WALL TOP @ 341, l/lV�,� O �Q W /_J. ^l Z= co I SINK W/ I I r DISPOSER 114 II 11 I I I (2) 2X6 I Q/S4 HEADER 00 11m1w, LINE CP . . COLUMN Cn ��WALL \ _ .. DINING • (TYP) • i`� •: 6-3 7/8" N N 8 -8 CLG N J r (2) 2X6 N Q/S4 OWHO INSULATED HEADER— � WALL 4" 20 MIN FIRE RATED DOOR W/ "' WEATHER STRIP PROTECTIVE BEARING BOLLARD INSULATED TWO CAR GARAGE N 8'-8" CLG '—'----------- ON 7 5/8" M 0 N T-4 1/2" 7 5/81, 00 U')C N J 0 �j 0 F0 - CLG _ la 17 , TP BEARfNG WALL ^CC SEE DETAIL D/S3 FOR FRAME WALL TO CMU H B I CONNECTIONS I 16070 eo — — — — — — — — — — m - LINE OF Q 1'-4" FLOOR ABV 16'-0" TIE BM AT " 20'-0" 30'-0" OVERALL • •-1 ,�► P • • . FLR FIN LINE • CO 1 O © • �� FOYER: r 1 Irim PC n L� ■-.�m ' .. .� I" '-4" 11'-4" FIRST FLOOR PLAN (ELEVATION A 1 /4" = 1'-0" 8'-8" 10'-01, GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. 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. OR U.N.O. 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 ALL 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" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = 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 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 26 GARAGE 401 TOTAL SQ FT 2644 \/W\ JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and app ved for cor ;, ;�h the 2020 F 3C 7th Fdltlon bq vebi ,.. r%. ;ir PX2.300 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 GARAGED 30.0 -33.9 30.0 -33.9 ' N N CD M'a co .ram, CD LO le') Q €{. 9 00 LO 'M 6X, t r z w , a O r w z E o o W L L -0 U M N } N M V �_� 2 C, s o 2 0 U 00 �} °� a Q U�� .-s LO } V w Q N o EM .m 0 a 7 UJ w ❑w� w � w00 = 0❑ 2_ o < O < < , U O Ow Q �- U = J =�0�O�O�OO 10z¢¢ ��d _j O O 0 Z jinww�in�0 ¢<0 Q<<0W<7Zwz0�U❑d LL Ow API_ �Y❑QQ 011 o D 0QQ� LL ¢ O LL >3 O ZW O� >o 0 � M C:) Q U M L0 G LL Vl M 00 Q U Q Z F-- Z III J O O d' O I i IQ Q I i 000ao Cy)ti N N O C:) CD O C)CD r r O N O i i 1 Z O Q0U-) W C) CD CDO O i > c- N M It to v, } z F- ¢z w W z ozz O w0o �z5; O 0 0 Q Z—a �— �— W Q LU F- (V rz 0 Zo= CL U) . OU 2; gZo � z �Z O a. _0 W z ¢ z w W 0 c) 0 LAST PLOT DATE N • March 29, 2022 Z0 O J 1 ST FLOOR PLAN A 16'-7 1/2" R & S ucn a H5)CMC S % WIC -0" CLG I 4" 15'-0 1 /2" N 5'-3 1/2,, 6 2668 OWNERS BATH 8'-0" CLG I NTB CV � 0 O — — N R&S SHW HD & VALVE 60" 36" C0 co LO-1 co N rn w UQ0 ow 4" m M 41 (b(b 3'-2" TP 30'-0" /ERALL CV 0 LO N EO SHOWER PAN qN BEDROOM #5 M 10'-0" X 10'-11, Ch 8'-0" CLG RETURN AIR BELOW "81 5'-1 1/2" BEDROOM #4 10'-1" X 10'-7" 8'-0" CLG 10'-4" 10'-6 1/2" SH 25 HD AT T-3" 15'-4" OWNERS SUITE 164" X 14'-0" 8'-0" CLG s� LOFT 13'-4" X 10'-8" 8'-0" CLG 6 1'-11 1/2" 5'-2 1/2' Go, 1. 3'-8" 13 -4 1/2" CV (2) 2068 BF 3'-5" 3'-1 5/8" 3'-1 3/4" R & S L�U) iv 2668 22"X36" C , ATTIC O O ACCESS � P N rl- BATH #2 u, 8'-0" CLG 2668 2668 BEDROOM #2 11'-5" X 10'-8" 8'-0" CLG (2) 2X6 HEADER SEE M/S6 TYP. 2ND FLOOR WINDOWS 1 '-4 1 /2 Co 00 N r '-3 1/2" M m "-7 FT 0 CD o I Cn `o W N 1 I R&S BEDROOM #3 11'-4" X 9'-8" 8'-0" CLG 11'-7 7/8" SH 25 ID AT T-3" EGRESS SH 25 SH 25 HD AT T-3" HD AT 7'-3" EGRESS T-2" T-2" 2'-9 1/2" T-2 1/2" 14'-4" 5'-8" 10'-0" 30'-0" OVERALL SECOND FLOOR PLAN ELEVATION A 1/411= 11-011 2'-10" 17�1 :lll TOP co 3/8" bo a— OQ SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 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 D 30.0 -33.9 30.0 -33.9 WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 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) SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 _ 10" G1" NOSING m RISERS CUT FROM 1 x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER---/ STAIR DETAIL NTS GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS, PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. 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. OR U.N.O. 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 ALL LOCATIONS FOR T.B. AND T.P. - .�.••v • ...1vww vVl11V1l_-LlU%A QI1U aI✓IJIvvCu for COmQiiance with tha 9n9n PEA..-7th Edition by Debra Anne Kfa;hr PX2300 STRUCTURAL SHEATHING 2X8 SYP STUDS SET TIGHT TO ATTACHED PER NAILING SHEATHING AT 12" O.C. W/ (2) SCHEDULE - ALIGN EXT. SIMPSON MSTAM36 STRAP FACE OF SHEATHING W/ EACHSTUD ((14 STRAP EACH EXT. FACE OF CMU BELOW ) E 10d NAILS AND 1/D4' X/213) TITENS INTO GROUT FILLED 2X8 #2 SYP P.T. BASE PLATE CMU - STRAPS TO BE SET TIGHT TO SHEATHING ATTACHED DIRECTLY TO CMU W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. * CENTER OF STRAP AT AND 6" FROM EACH END T/WALL TYP. U.N.O. _ SEE PLAN ,® r 8" KNOCKOUT COURSE W/ (1) #5 CONT. H O SEE FOUNDATION PLAN z FOR FILLED CELL w SPACING. -------- 1n 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. 4 WALL SPLICE DETAIL N.T.S. 1 N N O N rn N co 0 0 Q Z W 2 O 0 w 0 z Q V) N �- i E 0r o W L = 0MN V) U N M n -0- 2 2 M r o T� O 0 O LL- 2 0 a Q •V) U WcO Q� L E 7� 0 V a L Lu uj W 0, E- LLI W �Q �azX ULU 0°�o c�J o o0,-y Q oJ � 0QZ °z20Q Z<w0 ZOXoomzIonXo ZCWaWWwwnXX.5nOQ~QWQW0wan a�?z LIL Lao oX o Z o¢QX w O O N Z W O� (n O M O Q (j) M U7 (/) U_ ti QLLJ<U? IZ co Q U O Q Z I— W J O I O �■ o r- N N o N 0 O 0 Co CD O r r CD CD N i i zO V♦ W o 0 0 0 o I I 1 > N co ItLn 1 M W VJ Z z O W Q W CD O U ..0O UVV5 LO -0 O :)zj or< Q Z awa M[tw N � Zoo LU . .COOz 0 Q r Z V a.z r �z � Z < U< 0 00- z A3 z z w Uj J o 0 N LAST PLOT DATE • March 29, 2022 Z0 O _J I 2ND FLOOR PLAN L ROOF PLAN (ELEVATION A 1 /411 = 1'-011 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 2ND FLOOR ROOF VENT CALC: 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 F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) " RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT \/rRA JUN 1 1 20 2 VIHTUAL HEVIEW ASSIST `virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 0 Ft04 N �. ---- O �y e LO ° 00 ° AR G 5 LID ° 0 ° LU IDA 0 W 0 z a E � W L `^ UU �/ � 0 O 2 0 rn� VJ 0 U o m Q U�� —t •^V`i } W Q� N W U L co m o) a 'U W ❑ LLJ (q W O LU ~W Q of¢U00z❑x LU �Xoo�- Q' Q Q 0J 0QZL_Cz ❑U(�0ZQo000�0 ZWOZ �Q OZ w LLJ IL LJ W ( of LL zpwwO❑�FQQ�Q� �n� Ow ��Y❑Qao O ❑ =O ❑ Q Q o QLL Q LL F- L1 0 0 N Z O FW— > 0 z �iY) �0 ILL 'It QWQLn M Q 00 Q >- Z U W J O O O I I I I I I O N O O O O O r O N O O O r r O N O I i i i z 0 LO W p O O O O I i CY r N M 4 LC) ' rn } Z ~ a Z W O 4-1Z }+ W O v �zz oo U0(n Lr) -0 O Z) z 5; or< Q Z a - a. F— W Q m W H (V CD I- F- n N of,Zo= W <�_ ..tea OgWq Z Viz LL Z �z �� U< 00 m z A4a Z w LU O 0 LAST PLOT DATE K 0 _I ROOF PLAN A SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /4„ = 1'-011 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED �rvw O KEYNOTELEGEND KEYNOTE ANNOTATION O BEARING WALLS 0 A/C CHASE 0 22"X36" ATTIC ACCESS O STAIRS AREA SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 o � CJ3LO r U CJ1 � U U 1'-0 5/16 2'-0" 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING 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. Sl 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 CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES F TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8-8",A.F.F. LABELED END MARK t, Inc. �ted and OPP rov :he 2020 FBC 7t ANGER CHART -,e Klanr PX23(� 4 L = HTU 26 (SIMPSON) d a = LUS24 (SIMPSON) 1 L = THA 422 (SIMPSON) Total Truss Quantity = 134 ATTENTION! 30' Spanjor less DON'T LIFT SINGLE TRUSSES VVITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 60 degrees or less to 60' i 1/2 I 213 to 1 /2 Ta line F span approx. : line i span 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION 1.25 % WIND SPD/TYPE = 145 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. IFLOOR LOADING SCHEDULE TCLL = 40 PSF CDL = 10 PSF BCDL = 5 PSF OTAL = 55 PSF F ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY •iiiiiii �I�iI��10� DESCRIPTION INIT. DATE NEW JOB COPY N319785 CHG TO 2216A RFS 8/19116 REV FLOOR FRAMING AND TRS RFS 1216 LC9 JTH 12/12/17 FRBO1 CHANGED HANGERS TO SIMPSON RDP 03/09/18 REV. FG1 WEBS JRH 315119 MOVED FG2 BACK & EXTENDED FTTS ARZ 08/24/20 REV.ENTRY JRH 10/3012NEW CODE LCA MAW 1-14-21 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE & N, W, WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT VARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC: OTC LOT i DESIGNER PAGE RFS DATE 8/19/16 LAN# SCALE N329220R 1 4 'I=11 ?`?? 11/18/02 9:52 AM CCA48.dwg N 04 CD ° e+ N M J DC r e � ✓LO Y . ` ® 00 LID 4 a lY. Q � w Z_>�Op - - � o 0 w 0 z 'L*O- E CD r-1 OU cM Cn N N :) o, Ln V 0 O u M L M � � O 20 O U_ o Q .aas w NU �� N In �N C W L cO E M LLj W w °� w w2�0 0O �ULLD'Z�_0�Q00❑ Q j XJ � Z ZoOoQO�owmZ�0w _J�jL_I— ) OZ . 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Z Z W W o o `r LAST PLOT DATE N , , March 29, 2022 z 4_0 O 2ND FLOOR ROOF FRAMING PLAN A ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 5� ROOF O/H DETAIL A _I T7Mr'- nn141Trn nAInI l'1 4" 6" w o CV N 2 1/2"' 1 1/2" ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ROOF O/DETAIL A -11 inn n1111i\ I 1 rlLllnl 1 klrjWMi a c 0 TRIM BAND 8 O/H DETAIL 9 WINDOW DETAIL Lj WINDOW DETAIL 11 WINDOW DETAIL 3/411 _ - 411 — - /411 — - /411 =1'-' 4' OFF SHINGLE ROOF RIDGE VENT 6 12 12 6 SHINGLE ROOF A5 5 A5 6 A5 5 12� ��5�Nni I I 111 11 I I II 1'-0"' O.H. 7/8 STUCCO OVERFRAME 12" PAINTED RAISED STUCCO BAND DRIP "V" SCREED- 5/8 STUCCO OVER CMU-----, PAINTED METAL GARAGE DOOR on on on mesons _ ■■■ MEN ■■■ u�ud11mIIIm�11 y -- �A '_PUNTED RAISED FRIM BAND :ORED LINES I I FLASHING --- 6" X 1 1/4" THICK SMOOTH STUCCO BAND M. �0 - 2 COLUMN DETAIL i7/8" STUCCO I OVERFRAME C.J. C.J.I C.J. C.J.C.J. 6'-4" 10'-0" 10'-8" 10'-0" 6'-4" T-0" 4 DRIP "�V J SCREED— WEEP%-5/8" STUCCO SCREED OVER CMU M ti zo 5/8" SMOOTH It 00 STUCCO OVER CMU N _o RAISED TRIM BAND ELEV AT 18'-0" =COND FLOOR CEILING _ ELEV AT 10'-0" SECOND FLOOR FF ELEV AT 8' 8. FIRST FLOOR CEILING ELEV AT 0'-0" q� FIRST FLOOR FF \5 1 FRONT ELEVATION A 3 RIGHT ELEVATION A 3/16 — 1 -0 3/16 — 11-011 4' OFF RIDGE VENT RIDGE VENT 6 SHINGLE ROOF SHINGLE ROOF 6 A5 12 12 A5 5 12 12 III L113 I U- I IJu 11 1 # �11 #I I TFIE FF IJ JI _ ELEV AT 18' 0" _ ELEV AT 18'-0" SECOND FLOOR CEILING SECOND FLOOR CEILING z _�w I I I I I I I �I I I - is �-7/8" 7/8" STUCCO STUCCO , ti N- r L OVER FRAME 12 I OVER FRAME C.J.I ion r SS s .J� C.J] C.J.I C.J.I C.J.I C.J.I n 8'-0"ILI 14'-0" 8'-0" 8 -8 8'-8" 8'-8" 8'-8 3_4 ELEV AT 10' 0" 3-4_ _ _ _ _ 12 ELEV AT 10'-0" SECOND FLOOR FF J—s �y _�- � - �- - 4 SECOND FLOOR FF WEEP CASING BEAD - SCREED W/ WEEPS ELEV AT 8' 8" ELEV AT 8'-8" FIRST FLOOR AT 5/8" STUCCO WEEP 2'-0" FIRST FLOOR CEILING OVER FLASHING OVER CMU SCREED o 00 ap ao 5/8" STUCCO CASING BEAD OVER CMU W/ WEEPS LL OVER _ _ _ _ _ _ ELEV AT 0'-0" _ _ _ _ _ FLASHING _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0" Is FIRST FLOOR FF I FIRST FLOOR FF 2 REAR ELEVATION A 4 LEFT ELEVATION A 3/16 — 1 -0 3/1611— 11-011 ■ ■ ■ ■ ■ ■ ■ ■ _ ELEV AT 18'-0" SECOND FLOOR CEILING 7/8 STUCCO OVER PLYWOOD CASING BEAD W/ WEEPS OVER 12 - FLASHING 4 ELEV AT 10'-0" SECOND FLOOR FF _\ ELEV AT 8' 8" FIRST FLOOR CEILING 6" PAINTED RAISED TRIM BAND 6" PAINTED RAISED TRIM BAND _ ELEV AT 0'-0" AIIIkN FIRST FLOOR FF 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) JUN 1 i 2022 T Inc. roved �io�ed 020 FBC 7th l n.o r tc1i - t0r CoI'lC'e fiAt later PX2300 Edition by Debra ne ¢ a N N CD e ,9 rn N C 0j Co t' CD 00 a A w 2 0 w 0 z Q /N > 0 0 W L �o '? U M N ti 4— V *- M U CO ti 0 � � 2 C u 0 0 0, _p 'N V W a� W L O E M D� Q) W WLu ow vi wpE- w8< w<g zz�=L (� �0g�� Xcn0�CnLL000 Qu)OoQ =w wozowmzQ �¢z O O Z 0 0 Z Y p F Z� Q ¢~¢Ow_Q��w_z��cv.)�a 0 0 LL Ow �I—� �YZ<2 Q O 0 0 Q � LL¢ 0 �¢,L O O N Z W O F-- _>(n0 M O Ln �U)ILL � QWQU? 0- Co 00 Q >- < Z U I— w W -1 O O tt O 1 I 1 1 I 1 1 I I `- o 0 0 C r• 0 N o N O _O r O N O 00 O O r r r O N O I I ' z O LW 0 0 0 0 0 ; � r N M CY L6 VJ }~ zz W w O 'III-0Q W z Q U boo UVW mzj O Ow_ Q Z �-< �. w Q uj N �F-w N = OzoO W <�D . . Cy O zwo Q U gz� Z az U) Z U< 0 o I- W Z A5 z z w LU_j � 0 0 T LAST PLOT DATE N • March 29, 2022 z O J EXTERIOR ELEVATIONS A ELEC METER V G F GFI L— PANTRY I I T GFI I GF TO_ . r `, DISP� 0 :01,o GFI AT r 30" A.F.F. 4'-3" 5'-8" KITCHEN r• -_•_ .._...• . -, GF1 co GF A GFI -10' TILITIY GFI AT 30" A.F.F. = r 01 GF U/ 6'-0" GFI DINING ROOM O \ -ELEC \ PANEL ! TWO CAR GARAGE 48 0 GFI I `V i 110V CLG i MNT. _—_OUTLET --_ i I I I I o I Q Uj i i i F_ ---------------J A/C DISI WP GFI HDMI LIVING i ROOM u_ 2'-11 3/4" C� I o f SS PW_D_R\ BATH J TO 2N LR ELE o GFIffI N WP v� 4'-8" - - - - - - - ENTRY FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 210 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to Tooter steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM VIRTUAL REVIEW ASSIST 1St, Inc. \ I e\J'e.``v s ed th th ��rni�ted and aPp >:°I�r�;, V/00`h the 2020 PX2300 '10 C10111.1 d�.cjitiprr by Debra Are I�Ia�r NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH — DOORJAMB DUPLEX OUTLET i7 TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" --0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -rI} CLG MNT LT FIXTURE {TB} CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB SHOWERCANS MAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -ir CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR 0S 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 4= 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:;;9 24" VANITY LIGHTING F;—,36:FFR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) IMMF MASTER STATION ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR ED A/C REGISTER OTJ THERMOSTAT an SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. N N LO E �;M W L o N Co N z. D M M W E L � p u0 o CD 0 s U�10 W L 0O �r co W 'n lyj '_1W O I- F-~ C 0 ¢< z� W Y Q z �J r, Z) ¢8X J W 0, (1) L'U�Q 0Www0_"0EEo_om0z W(nww< W J0 U O Z fnW�W(nW W < LU<-zWZO��p� J LL OW �F- 2YOQQ M OQQ� Q O� 0 LL Q O F LL O O N Z LLJ O I- > (n O 0COMO M � �(1)LL-ti < LU < Lo i2 M Q Q 00 >- Z U F- z w W O O O I 9_ M O N o0000 N r` p N N O N N �- N O N N CD o O � O � CD o N o I I g w o 0 0 0 0 l I i V > VJ }~ zz W Qw O}, }� W z O ^ �00 U i1 O zj Or< Z d—d Q m w N zoo LLI . O �O Q z gUjof wLL az U, z LL Q F 0U� 0 W z z z w LU J � O 0 LAST PLOT DATE N • March 29, 2022 Z 0 1 ST FLOOR ELECTRICAL PLAN A SECOND FLOOR ELECTRICAL PLAN (ELEVATION A AND B 1 /4" = 1 '-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A. F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. \//_R/\ JUN I I zozz VIRTUAL REVIEW ASSIST °virtual Review Assist, Inc. ved I)Ians completed and a for coy ;- > ll n0e with the 2020 ahr PX2300 Edition by Debra Anne K13 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX 19 OUTLET i7 TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz r� S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE 110V DUPLEX OUTLET AT 45" COUNTERS SHALL BE SPLIT 110V DUPLEX OUTLET AT 12" - TOP PLUG IS HOT MOUNTED HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -�- SWITCH AT 36" -6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -� DIMMER SWITCH AT 36" -{] PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE -}}- CLG MNT PREWIRE - FIXTURE BY OWNER {}- SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: C TUB/SHOWERCANS ND OPALEX - ALTERNATEMAY BE C 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C 50W MR16 4" LOW VOLTAGE OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �?� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR °U-18= UNDER CABINET 18" =S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24� 24" VANITY LIGHTING FrrF36-F� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) ME9:1- MASTER STATION 10&2 ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER OT THERMOSTAT M SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. IN, E 0 CIO v fN N V -0-0 - w a'0'_ A, E L t O W ❑ Q ` O O TS1�� O u-o N Q .N w � `1 C0- C O C M 7W 0� n Lu W0:) ❑j W0�LL<J _jUQ2 zW Ox ��Q 0O0 l—U —W 0Of LL 2a =�O<ZLL20'¢ C) OD❑ —z W—'z�v OZa Cn W W 2 <¢O 0ZzQ wz oZ� �U) a LL OW 2Y❑QQ OQ ❑< 0� Q LL LL O O N Z O FW— > U) cM O Q M LO LLr- Lu CL M <UQoo Z z W W J O O I I I I I I I I I qr_ O O O O r O N O O CV N O N N N O N r O r p N O o0 O o r r r C3 O N O I I z O Q w o o 0 o I i V > cy ri � ui I I 00 CT V ! } F- z Q z w O � ., � W Z Cy)0 0 ^ _ uJ00 U U c) .� � O =)zj 0�< Q Z a —IL �— �- W N 0 F-�w ( V � Zoo W <�- OU Q Z gWOf wu- �z Z z �� U< W z z z ■ Wc) -1 o LAST PLOT DATE N March 29, 2022 Z� 2ND FLOOR ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES, 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 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 RA AND GUARD RD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 + W L 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7, WELDED WIRE FABRIC (WWF): ASTM A-185 /A 185M-14 4. 1, 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4,5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4,5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2, Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed beoreexterior soil 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. 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS. (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" 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. MIIJIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. JUN 1 1 2022 \//_�A VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans :Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Arne Klahr PX2300 N N -� e ,j! 0) (N .N J DOA4, 2.� Q e LO Ln e , �`. AR os cj .m LU +D �� 0 W 0 Z Q /N E _�^'I^ 6N L V'm O R. N V C�� E 'i Z 0 O 0 °�� Q Z U e }< LU �N C nV) V W L cOO EM N V, Uj LU W C7 W LUFW W _3 2�O W- WOE JQOQWQLLOOLJO U Q =�O<OL_O_OOmOZ¢Q f¢- O O �WU, dCL W(nW W�fn�WQ0 J O z <1 W_ 7 23Z.Q 0 W o 0 < W LL O Z LLJ 0 I- >U)O 0 CM O Q C/) CM CL U) L Q LLJ <- In C'7 Q Q00 Z U W LLI J0 O NT O I I I o 0 0 0 M OCD O N I I Z 0 LO LU o . . . l > N co --t CT VJ }~ Z Z W C)Z LU Z O C)VU�5 0 0ZZ 0 0 Z)Z5: 0�0 Q Z a5:(L F- UjWQ 1� = (D LU Z: N F- N OO 0= oU) W 0- DZLuo <~� �M �- z U 1Z� Q �Z F- OUJ 0 m Z a Z W LLI 0SINO 0 LAST PLOT DATE Z O STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-V,2"" LONG (14"-1" CROWN) AfALL SHE,ATHING. i 6 +�""' OI1) III"1°4'1°-1 i" STAPLES "fl -� 2 VERTBET+''EEI°1 -Pat{�''IP""II,I N . 1�5Ga�x"II-1'u� 111-� -OF=SET I W I I STAPLES 6"" TglL1 I,PCTE'D THU, N - STAPLES BET1»AIEiEINI STUDS AS SHiO�"��I I _.... —. ..w.._._-a_ ®..... _..... � .�TUD�'°IS O 0, VER T INTO (VOTED 7111LS®—) IVI ETAL LATH ATTACHMENT DETAIL REV.09.24.21 - SCALE:314" V-0' *DETAIL E; CEED S THE REQUIREMENTS FOR FBCP, 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPAJA ' LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER C — O N H C G C C C a _ o 1' -0" 0 9 ' o ty U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 15d 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'-V (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 W J m rD ROOF DIAPHRAGM NAILING SCHEDULE RIDGE I INF + + + + + + + + + + + + + + + + + + + + + + + + + i. + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + E0 + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) 4'-0" + + + + + 4'-0" + + L� + + +++ + + + + 9 + + + + �F1- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS + + 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH r — 15/32" CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH NOTE: I---- 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 wood panels nel Two 3/4" wood panels or 2 x P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONST!Z& (Not required if both load Filler bl 1/8" gap FILL CELLS STD. 90° HOOK r- BOND BEAM SIMPS( w/(22)' NAILS 1 CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g 2xrequired when indicated or 4" max._: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building --- code for appropriate 1/16 details in 4 One 10d box areas=20 of high 6 or=20 sinker lateral load. t ? nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 61 higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— ❑ CD t(0 D IV le 6it-5, 6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" Round Hole Diameter (in 2 3 4 15 6 7 18 375 10 11 12 13 Rectangular Hole Side (in) - 2 3 5 6 8 9 10 Any 16" joist Span (t) 8 1'-0" 1 1" 1 2' " 2" 1'-3" 1' 3" 1'-7" 1 '_1 I" 2'" 2'-9" 3'-2" 3'e7" 12 V-0" V-1" V-2" V-2" V-3" V-9" 2'-4" 2 1" 3`-7" 4.-2" 4'-9" 5'-4" 16 V-0" V-1" 1'-2° 1'-2" V-7" 2'-5" 3'-2" 3'10" 4'-9" 5,-7„ 6 4" 7.-2- 20 V-0" 1' 1" 2" 1'-2" 2'-0" 3'-0" 4'-0" 4'40" 5'-11" 6'-11" 7'-11" 8'-11*` 24 V-0" 1° 1" �.-2" V-3" 2'-5" 3'-7.' 4'-9" 5'40" 7'-2" 8'_4" 9'-06 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 1 Z" 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 Backer block (12" wide min.) Nail with 10- 10d nails. \Install tight to_top flange. JC \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements .77 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s0 BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- " 3-16d 3-16dd 14" 5-16d 5-16d" 6-16d 6-16d 5/8" >0 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ° SEE PLAN FOR °• a . • • ° FOUNDATION INFO ' 4- STEM FOUNDATION GRADE REINF. SEE PLAN d A * X �^ i-Vkl UNA= 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. ,UN 1 1 2022 V181"UAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Rle�°�eW completed and proved for corn p"zrl�^ ? with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SIMPSON HETA20 / HETAL20 INSTALLATION @MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 'Io LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION - TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" PIPE CENTERED @ PVC OR SCH40 SLEEVE PENETRATION ° I `_ „III I I I,TI I I 1 1=1 d /4114 111=II)E III— =1TI � ) IIIIII Ir SEE END. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION r PLUMBING LINE - --- - - - - - - - - - - - - - - \: .. . .. . .. A Y 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 FF 7 -�. d -�.-- °- I I a -III—III—I a a I—III—III- 11=111— \ ° —1 1=I 1, III- a SEE FND. PLN. SIZE & REINF. � `}. r't 6 r F =` f -.. N O N 0) N J vc, ° o 00 LO `a Ads 01 05 0 gg aap w ' =�a w z Q V) N LO - E -0M o W L co n 7 "- M /A��' i i O E ' W O B o O o Q U -t }< .N W Q� N N C o E:m D 0 CL W L4J0/ C� W 0 LLl Uj W O I- �Q J �Q2z0� O=- I-�- D!Lu JWO��WUOLL_JO �aU'��WgZOwoomzz O � U) W W of Q J 0 Z I <0LzuQ�zwZ0W0 (L H Q ILL OLu YzQQ � o o<< O W ¢ O LL O O CN UJ 0 F- � U) o <U)CMCO 2U)ILL ti QUJ<Lq o�0-cy) r aUa00 z I- LU W J0 O CD It 11 C) C)o` CD o 0 0 0 N N O 0 C)�- 0 O I I I ' Z O CD LO Lu > N M CO co Z zZ w C)Qw -E--+ W Z 000 U UUU) ^O �z� LO -0O O1— Q z aka � I- ��¢ mr-W N C� 1.-1-2 N z-,0 QO? 0 N M 0 z§0 Q U Quo � ZL- z �Z U� O0 co z SN 1 z z J UJ 1`_ O O LAST PLOT DATE z 0 STRUCTURAL DETAILS — (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" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT, SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. 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 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER ;n MUNICIPALITY. N 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR 11 AT GARAGE, CONTRACTOR in "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E a N V ' ° °p 00 Z M _ D 00 6 MIL VAPOR IIIII . I II —III= - ;— BARRIER L G I I �` • N 1 II I COMP. SOIL. ® r (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I1=1I I —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z TM •. � =III-III=1 I -I I I -III .:'d .. : _ - •. ,. a:.. 4 I OP �' 11=III -III-I I �.� •. ':: III -I •�: �' : I -I 11= i1 a'__ :. III=I _IIIII SEE A/S3 OR J/S6 �I�IIIII��IIII 11111jIII- FOR REINF. INFO. 3" MIN. CLEARANCE 1 4" (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) a � ° -III=III-III-I m ° -1 I I=1 11=11 I 1 �! ' I, I III III I I I I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10--0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH ° 11 1 8„ 1 11I .—, �, .. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO, (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV Cl) ELEV. U-0" ° A.F.F. d EEV.A1/2Qa" a F 0° 4 2X4CQNTA..F. LL ga b ° . I N GARAGE DEPTH VARIES ° ° . a. d , • ° ° e GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH --- `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NA!LS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O. 24 O.C.) 2 WWF OR FIBERMESH 3 1/2" MIN. a je z b ° fiI 1=I 11=1 I I= 1131/2"(min.)- 4" 00 A ° -I -III-III 31/2"(min.) -I=III -III III-� I I- _ _ _ I l III III=III-III-III 11 1I1 (2) #5 CONT. 4"III_1111=„III ;III" 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL na STEP na SHEARWALL C "SHEAR WALL" SCALE: 3/4"= V-0" 5/8"OR 1/2" HIGH STRENGTH —�—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1 A x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN, a D ° b III=1 11=III='3 1/2"(min.)- 4" 00 31 /2"(min.), - 4" =III=III _ =1 I ITi I aI I- _ ' =1 I I E III III -III -III -III III -III (2) #5 CONT. 14,;1 I I .IIIII 1141, IIII I 118� 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING c��os�vV NAILED W/ 8d COMMON NAILS @ 4" O/C c e s' 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY �N ors 8" C.M.U. FORM SUBMITTED WITH PERMIT Go 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER ' "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR (�1 2x P.T. PLATE :. ASSUMED FINISHED C PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE I ° ' #3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi [[GRADE T A.z ° FINISH GRADE O0 60 MIN. Fy 660ksi] _ 25"MIN. LAP [30" MIN. LAP] I 1=1 -III °O 6 MIL VAPOR BARRIER -11 I 1 I 1 ° =III=III=1I=_ O° R 1 7/$" —� '� I - III-III-III=III-III-� ; #5 REINFORCING BAR ° '° III -III -III -III -III -III- z _� I III I I P _ I I=III=III=III=III= � I I I -I I EE I I -I 11=,1 � #5 LAP SPLICE D° I -III -III -III -III -III -I I . 8 III=III=III=III=III=III= N III p ° 1 1 l i III IIIII I� 1 36" MIN. LAP [36" MIN. LAP] iv v z I-III-III=III=III=111 �' T 9oMMODIFIEDCPROCTORASTM '11I11=III=III=III=III=III=III= -1 I I-1 I I=1 I I=1 I-1 I I=1 =1 I-1 I -1 D1557) III IIIIII 11IIIIII i 1IIIIII � IIIII 11111111 11 11 I_I -I I_III_III=1I1=1II=1I1-'' 4" V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE 00 ° - =1 1= I #51REBAR w/ OPT. —i I lI I II I II I ILI IIIII 111I1 1 IIIIII I IIII I 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS C M 11 I I=. 00 'IIEIII IIIII '�. IIIIIII SEEA/S3ORJ/S6J-�I��illlllill�l Illir FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC 1RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol a CONT. BEAD SEALANT — Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. da + <� GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O,C, W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 cal WWF OR FIBERMESH00 r, I=__ M 6 MIL VAPOR = it =1 I=I 1=1 1= BARRIER —i i_' I lLI �1LI I i'i iillli i i�III= I I 1=1 1=1 11=1 1=1 I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE W p `� =III=III=III m is g • I —I 11=1 I I —III I D ILL Jill 1;IIIIIIIIIIIIIIIIIII I o• ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF_`**� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFC SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w �a SCHEDULE w SEE PLAN FOR STRUCTURAL :� W COLUMN SIZE AND BASE in w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °• O.C. °« ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./- COMMUNITY SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 it O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 r _ WWF OR FIBERMESH E d III -III -III -III= o ill III=1 i=1 1=1 r (2) #5 CONT.—' =1 I I -III, III, , , I I I, "I I I , , I I i ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VAKIL5 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.)7 WWF OR FIBERMESH rM ° — ° a III III III; N �* �° 11- M T N III I111 SEE A/S3/J/S6--4111I „IIIlilt I ,III III „� I $„ FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE a M c� J ;III=III ' ° a. ° I -III -III -III -I Z= � I -III -I 11I-I1I-1 I I-111 W 0 I.-_ 11111111 a� . I 11=1 11=1 11 _ Z LL 0 _ °.. '..e 4 — — M�Q ' 1 �=1 =111=III=III=1 I I I I III=1I� =- FOOTING J -III III-III-III-III=1 I I III -III -III_ IIIII I IIIII I IIIII IIII ,I ...III f BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 VIRTUAL REVIEW ASSIST -- ( JUN 1 I 202Z Virtual Review Assist, Pi"ans ;Review completed and approved for comol -price with the 2020 FBC 7th Edition by Debra Ann-_ Kl?nr PX2300 " N �. fir- t cd° �. N O N J c.�zg,� �� M O ° 9 00 ° Akip:,= yyLOy w O w 0 z Q > E W L 0r 0 N G) � 5 t' L� V w M C: O o O �o � Q :E .nU1 w Q� L OC)o Er W 7C) 0 00 V, W W QL (n WpF �QLLJ - ��~z'If ¢O>CJcn0ct0LL002 p��OfOLLO200 LU W W p JO =Z Q O 0 (n fn W W (n LL I�<OOWa�ZLuzO�O0a LL OW P YzQQ o 0 oQZLL Q Q LL � LL O N Z W O I— > cn O M O Q Cn Ltd LL ti Q W Q Lq z I-0�11M Q CL z> 7-- 00 Z U � LU W J0 Cfl O I I I I I I O N 0 O N 0 O N 0 N 0 ti N N O Q CD CD r T O I 1 I 1 1 t z O LO w o 0 0 o I I I > Ct M 4 I I! V! }I- zz Q w C)-F--+ +, W z 0 ^ L) Woo L) 0 i1 nzj_ oELr Q aZ —W Ujw�< T"IO ~w0(V ~h O N z0= OU) .W O z go�Ix wW U) z Q T_z F_ pUJ ow W Z z z z w W J O o LAST PLOT DATE .. Z 0 STRUCTURAL DETAILS - MONO 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 SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 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 SCALE: N.T.S. S4 12 \GYP) SEE ELEV, SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUDL/J 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL 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 g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a. d A Q O O. .4 O d 81, STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION _ _ = PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. - -- O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. ROOF TRUSS O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) O OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J _ � r o MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOC GARAGE DOOR ROLLER GARAGE FLOOR CONNECTION ASSEMBLY - TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL P SCALE: N.T.S. S4 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a a a' POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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. 12 (TYP.) SEE ELEV. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ SOLID AREAS ARE ❑ STEELAND GROUT ❑ ❑ STEELAND GROUT FULL 8 8 16 BLOCK SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER INTERIOR ❑ ❑ ❑ x x SIMPSON SP2 w/ (12) 10d WALL NAILS AT EACH STUD \/LV CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) WALL ❑ ❑ ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. ❑ FIT ❑ (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN O.C. MAX) w/ MIN. 4" EMBEDMENT • N KO BLOCK AT EA. STUD L MAIN SPAN MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° DOOR STOP PSPN516Z w/ (12) 16d NAILS a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF �DOORGE AB,�,SPLICE STAGGERED J-BOLT TRACK BRACKET N 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.) -WWII IiAP VIx 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 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR 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 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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 DR U.N.O. SEE N/S4 FN�NO, ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A u -� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 O -10d @ 8" O/C TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W U '- 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) 3 (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" ATTACH ALL ' FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ (4 16d TOENAILS TO TbP PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: BOTTOM SPLIC • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE MIN. 8" EMBEDMENT w/ WASHER &NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE rN SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON C < P.T. ATE SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10� ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 // d_ ° a 2X8 P.T. BOTTOM P ATE SIMPSON 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY "IK.O. BLOCKW/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SP2 SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. NAILED INTO `t TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD TRANSOM FRAMING 0/C BOUNDARIES 6" 0/C EDGES 0 E SHEATHING SEE SECTION AA/S1 AND & 8" 0/C FIELD BB/S1 FOR ADDITIONAL S4 B DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY RECESS SIMPSON . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. LINTEL SP4 MAX. (MIN. (2) PER BOTTOM PLATE) a.. ALTERNATE: 5/8" DIA. ATR EPDXIED ° 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. OD -7— 1 FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" LTS 2 C X. (MIN. (2) PER OT OM ) JUN 1 SCALE: N.T.S. S4 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. roved Plan, l��vew completed and pp tar corn pik -i n c e with the 2020 F DC 7th Edition by Debra Anne Klahr PX2300 SIMPSON SP4 N --� F f� 0) i,. co ♦` o 6 i ` 00 LO s � 4 m A, 'k'W 5 (p ff � 1 5 :1.3 - g b W Q1 y w 0 z Ln N LO E -? o W L 7 0 CO CV V a N U O o Q �� —t •V) U W Qd N �. p E M r� 2 a � W LL1 W W p E- Q �q�� Z= OU_Q O O 0 <3 n J ¢ X-jQ =O j C� i g 'E00mZWWZ � n W W 7 ¢ O ¢�WpIYQ--oZwO��O�Q oQ o 0 oQZLL.�¢ Q W O Z W O I— >C/)O 0 - cM O Q U) M Q U, _M } Q Q 00 Z CU I— W W J0 O It O I I I I I I o 0 Cam N o r 0 N N 0 N N M `O 04 ` N 00 CDr O r r r O I I ' Z O LO Cn 0�W o 0 0 0 ; r CV M 4 M� (J� ZZ W O¢W +-� W z O U LUO_O UV� O OLUO off¢ Q z � F- 0Wa mItw N(D N -)o Z oM L1j 0- M Q O zwo z Uaz z �z ~� Ua 0 O� W z ¢ z z LU W J O 0 LAST PLOT DATE z O STRUCTURAL 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. 9" TOENAIL w/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM • SHEATHING DETAIL SYP#2 "L" BRACE TO RIDGE FASTENED AT AKI�KER2x8 EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT >��l 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. Kx '• BLOCKING 7/16" OSB SHEATHING END IGYPSUM ATTACHED W/ 10d 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 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od 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 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 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 TION 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 wl (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" i 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 X-BRACING, AND TOP x SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS -WOOD TRUSSES 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 10 2 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 W/ 2 -16d AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS IN @ 24" 2x4 BLOCKING L (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 (2) TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO --� TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 rWOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E D S AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINA 2x4 "T" ON TOP OF PANEL BLOCKING FASTEN WITH L 2x4 BLOCKING W/ :..: EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION' 1Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" RSH SCHEDULE ;ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" :NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL("i 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATIONN.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3-0" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ .viv i . o�rnnvia - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING---,,2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" _ i O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB --/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -i 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. d w c� w 0 a � z o w m o o 0 w ---- Q o T X Q g Q o — — — — ----w Q Z'� w 1 --- NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION A juN - - A r WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION approved :BC 7th >X2300 sj .,Y N N a r'txl J Ds +r N C j 4 e LO gy (: LLO x a- AR 5 � w - . -� T z w 2 r _ o 0 w D' 0 z Q n, n' E > C M 0 w ' W L Q c P. 0 V -0-000 2 m CO E i r 0 c: Z O U 8 0) � O o t �Q —�� •Ln LL 0_N C (1) 6- co �M C) a LLJ N W LLI U1 w 0 F- �Q _j wg z0f �z JO u-QOm�w U) Ox �zo00ooQ U)L-DZOZ_ J�(QVW of W W �Za W wZO¢ u5�~wj< °�LL OW Z:) 0�<9<1 zLL LL¢ O F- O N Z UJ 0 [- > (n O cM O Q U) M rZ M 00 Q >- Q Z F— Lu W J� O J d0' I h ; O I I I r NC!CNN 0 0 0 co c / O - O N r o0 o C) 0 - o I I 0 1 O Z u, cn w o 0 0 0 l I r N M 1 cr rn �+ / } Z ~ Q Z O� f—iW Zw V WOO UVFn `^O, i m Z 5; 0 pW- 0�0 Q Z 0-13�o- - � F_ �I^ WQ T� = w�ppW N (D FI__2 N zoo o� w� Q�� • •(yam 0zo�o 2 ;E 2 Q 0�Zof LL z ■ U)z U� O O tY Z Z z w J OCN o LAST PLOT DATE Z 0 STRUCTURAL —i DETAILS INSULATION BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) 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 15132" 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 LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w w 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 0 m 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/ 1Od I- D w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g 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 METALSEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" °: GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL 0 4"x4" INSPECTION PORT AT IXa EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a o AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH d MUNICIPALITY 4"to 6" BELOW GRADE E FINISH GRADE o0 M ' 1=1 I=—IT_I-1 I I —I I=I I —I I — III ° _— 1—nT 6x6 w1.4xw1.4 I I —III —III —III— 1=1 11=1 1=1 I I I I III ° • ' . a I I 1=1 I MI1- z T WWF OR FIBERMESH -� 11=III—III—I I III —ICI —ICI ' I III ° ° °III=1 _C) I —I 1- r I C I—1 I I- g I 1 I=I I III=1 I I- STD. 90 `HOOK (3) # 5 REBAR ON 3" CHAIR . ,I (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" CF SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUC 2nd FLOOR b BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST-----------jg_jV *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=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 FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN '\ SCREWS TO MANSONRY 1 I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TRL 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) 1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP LOOR SYSTEM L SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS O SCALE: 1 1 /2"=V-0" S 6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.15 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6" SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR -1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ` I1I—I1I_ 1=IIIIIIILF —III,; I�III IIIIIiIIIII=IIIIIiIIIII�IIJII— CHAIR /3"MN. 8„ 1 1,_8„ jl 8�� CHAIR W! 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" �'S6 ADDITIONAL SLAB INFORMATION. w W CO O n 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D In SECTION X-X IF ji NOT FULL r HEIGHT SHEET- U) Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING w x SOLID 2x O BLOCKING @ ALL C SHEATHING O EDGES(SEE OPENING SECTION X-X dU x E LU 2x STUDS = BEYOND. W SEE PLAN o O In \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %A1A1 I rl r%1AT1f%KI MIAP1nARA 3/8" 'IS" = SPAC _ CGS 3/4" 'I 'I 1 SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS •(2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 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.) 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT jj PENETRATE SURFACE MORE THANYs". F OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/8d COMMON NAIL. O DO NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. co O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J Oiu LL O C F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER >_¢ 0 U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢ C�P00V) (n a F U' GQ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Cn w 0 O ~ MEMBER IF GABLE END u " NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 Sd 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 _k" 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 0,o NiFR�0 N� 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 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH A. 4. d A CV •.° ' '' . . ' co -I -I I ° °°. n 7 A d' d' ° Ellq ° II,�II I--4— I (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —I 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. JUN 1 1 202 \/V\ V"RTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Arne Klahr PX2300 N � ; N N N LID 00 Ln e n•: z w 0 I I ; w z Q /� ` E W L � .0r� o �MN f7 N V CID 0) 'C") = C')W S 0 U- m Q .Ns w�f N 0 oO E rNi Lo V '� C)a -0 W LLI LLI C/j LU 0 I—~ J D_'Q~Z Of 0¢ � Z U Q Q �- Q=) J��WV)LL() :00 ZL-LI--Z�_j0ZQQ 0cn�lOZ0�00mZ LLLLJO U O O �LU �>zYOLLI zLU' ZIL0� 0Z a LLLL_Q0 0 � o ¢ a LL O F 1i O O z U, O I— �! U) O 0�.:(oO <U)Mrj Q W Lq Q W n co aU<� z W w JC:) O d' O I I I I l I N 0 N 0 N 0 N 0 r- N N_ N Nco N O 0 0 0 I I I Z 0 LO LU w 0 0 0 o I l ; > N M V I CT 00M� Z ~ Zz ¢ �--+ C)� W zw O � 0 _ 0 0 UU� Lr)-0 001.-0 Z)zj z aka `per ry < Ld LL11:111 N V I— fV zoo ■ ■-� W Q I':D z 0 V z=0 �Z� �z O 0J z z z w W rl- 0 o r LAST PLOT DATE CN .. z 0 STRUCTURAL DETAILS - MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR TAPCONS CONN. APPROVAL FOR CONN. 1x4 P.T. 1x4 3-1/4" LONG X 3/16"I?1 FURRING Ti X 3" LONG FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"'1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1-1 /211 DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. itl X4 FURRING (2) ROWS 3116" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN.rX4" DRYWALL TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. x. 3-1/2" TAPCON @ 16"1x4 (2) ROWS 3/16 x 3-1/2' O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIP 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT � OVER SIZE DOOR -WINDOW ROUGH OPENINGSr SCALE: N.T.S. SS 1/4" MAX 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB X\\ BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 31/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B i/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END T PROVIDE 2 x 8 DIAG. BRACE BTWN`_ VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ - 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBI (TYP,) STD. 90' HOOK (1 t I +5^ L � NOTCH WEB AT L\ FIRST 2 COURSI "" ;APACI I T = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP 92 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY � SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANTPLACE * PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING, J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. TOP WITH MIN. 3" WHERE THIS CONDITION OCCURS COVER 6'-0" /- F.F. D � D D — — - -III-111_I I I_II I —III,_ D g ° I —III —III —I II ,III-1 I I D DIII—III — II_ II I EI 11=1 I I D III —III —I I —I I I-11 I. GRADE D. D D I IIII 1I- M p z (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S I IAIAfNf'CDTAQI C IAIQTAI I -rinKi FILLED CELL INSTALLATION / H -ETT ARCH PAN AND; a TR _I. "YK" [I L",u9+: `aN SCALE: N.T.S. Zx SLIB I7ASCIA A L Ul hl DR1'P EDOE 1- , TRIM PAINTED ;^� . L vv' , t EAD E1dEL 1 _ aj . ! F F1Ar NE:L R" '" LI@, t CNT VENTED =.T. ,W Q ILIE 1_101F7!T CII' IJT 2x4 NAILED-1 0 � B'LC' CF lrAG NAILED TO T+ uP F1l r ..'KINIG" "n ti MAII S, f _ �H� RFI F FIR,Y (:dTHIFRI TRI I.. "i rrj TO VERjFY=2PR13=VICjE S0FFIT AA.TE IAL =PAN : FACITzhEDD DASED I TFCR LTa:T f� i SHEET TA g�Lj t,.t,_)l�iv"IP NEI^'�'I "S II c ..AIL„L1111N I�',T E:1`I !=. 3L'r sC...,'ij L....,6 .7�N1.. rI FOR E , ,a'F T1^.1 IT.AT WAI_I._ (PF R ALP AI,t,"fi 1Nf F'.A 11 . � ATI ._-L_I Jl_,-T APPR." :' A�,L.,'t F` �.I-1ANNE'L FASTENED T`- y�1 tell.- ,0 `Hk @ 24" O" C. All 5 ., MIN- ENiBEDNIIENT ".t . I �. 116 Gk 3L24"x1° " CROWN STAPLES GI 24'° III,AX. OI C:. IN D[ArOCYN 'I PATTERN I STRUCTURAL AL SOFFIT �I ,'..ALE 314' - 1'-0" s p FOR ALU1`I1IN&tl 1 SOFFITS WITH SPANS PP4"; INSTALL 11I11FPF1 lt121321 l R THE S.0FF11 FL FA INS 1 ALLA-HICI 11 �_REF'ER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS ;' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + `RNOry z—PLYWOOD SHEATHING TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. / BLOCKING AS REQUIRED TO SUPPORT + SOFFIT 11 PRECAST LINTEL It SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR M14 MSTAM STRAP CI:AI F. R/d II QW. C:T n7 ANIn z 0 LL O w F_ 7) U U) 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ A 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT ° ° ° FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 1'-0" 5'-0" INISH FLOQ ° #5 BAR p 1'0" CENTERED W/ 9Q05,D IN TOP KNOCKOUT/ CHAIR BLOCK MONO FOOTING D SIZE AND REINF, PER PLAN AND SECTION DETAILS -I ° -1 z0 CLEAN FILL D ° u DIRT z °.' ° STANDARD CD 90' HOOK N #5 BAR IN B FILLED CELL g STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = 1'-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 211) #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL O 4" SAW CUT A SECTION 1 SCALE: N.T.S. \/7 LE: N.T.S. 1U 1 ZI`t VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and a oved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 €1 � 8 i &0 NO O P(F?y r V B LO O B C0 LID F j z w t; P pit 0ig w 0 z Q V) N LO E �"� W L o � CO C� N 7 UM ) o� O 2 o _D 0 0111111111111 O � Cc)o Q ��'1� • —t I..L.I Q,� N ^Vi 00 W CW OLL Uj w0� �¢ �a'-0 2 L.L U _ Q I— ¢� X J Z O� 0 2 U Q� J- o_ o � Ocn�lOZO�00ED zaU O Z �WdW(n.uwWv)�W¢= J Q� a O W Q z W Z O Uj O d LL Ow �H� M W 6 Q 0W o E5 <U 0 O Z W 0 F— >_(n® 0 — cM O F QwCM U)-� QWQLq co r oo Z 0 W W J0 J Nt O I I° ! I I O O O O r O O O I� O N � N O O N o o I I I z O wo o 0 o I I ! > C.N c6 4 I I ! 1 00 VJ � z� Qz w C)4-a -1--+ W z 0 O o 0 LU U 0 goo z F- aka LU rl = (D mPw N N ZOO o� W aI_-� cy) 0 z � o z U of aLLJ LL Q0 �z 0- M0 W z z z z w LU J o LAST PLOT DATE Z. 0 STRUCTURAL —J DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). JIIYIr JVIV IVIV If1Gl VV/ `1 V� IVU IV/"11LV FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: ' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) __j2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: f = 1'-0" DOES NOT BEAR IN WALL GLUED TO 2 F x8S STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL - DOES NOT BEAR IN WALL t PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CT I O N VIEW "A" SCALE: 1" = 1'-0" 2X4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4" 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 NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -A STRINGER CONTACT POINTS Zi SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 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" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 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 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2' TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ( SIDE) TO BOTTOM EDGE OF 2x12 I STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/a' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW licit —' 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR 2x4 DRAFT GIRDER, FIELD VERIFY )6T STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- L 2x4 SYP BLOCKING / (2) LAYER 4" EDGE GOLD STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD FOR FOR MTS12 w/ BEVEL GLUED AND NAILED TO SUPPORT OR 1 4"X16" LVL (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "E" SECTION VIEW "Gil SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: 2' = 1'-0" -3/4 P LYVA ON DEClh --2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2x4 BLOCI C SCALE: 1" = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR 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 0 1 /-\I M UUINO I MUU I IVIV UC I tAI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) u 2X PSON MI 10dx11 ECTION VIEW "H" SCALE: 1" = 1'-0" JUN 1 1 2022 VIRTUAL REV,FW AS \/irl-u,al Review Assist, Inc. roved Plans Review ComPl r compliance with the 2020 FBC 7th to Edition by Debra Anne Klahr PX2300 \ r 1 F N O i �ic.^.g —5AY e a L0 � i , R!^ N LL W y °. 00 w Z Q V) ^j 0 0� o W L L � °? u CY) N 7 V) O 0- U '� p O � o LL o Q u�� —s �V) I, W Q� V V a w w WW W W 2 O2 O � 2' J � Z � Q Z ��Jcn0��cnw0O�JO t-� aa oQZ'L�LOZ200� � = �CodOOZwW7)(fiO <wW 0 u O<L�WM M t QLL O Es�e LL O U-O O O N z LJJ O i -- U) O I.-:M O Q M LO 2U)�� QLLJQLq <Ua00 z W L.LI —I O O J O I I I I I I I I I 0 0 o r 0 0 0 `1 /J N N O 00 p I I I Z 0 i ''^^ �i ! 0� W O o 0 o -�f I I I I I > r ni' co M� V, Z ~ ZZ rV Qw O W O 000 U �Z� O O�< Q z 0- lO LuWa m W 2 tVZ Ono OT_ w a �� C-e) O Zoo Z 0- z UZ OU� O a- z Q Z Z W WST J `� O 0 LAST PLOT DATE Cq O 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 • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W( MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED, 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF 3ONCRETE 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 + APPLIED HORIZONTAL LOAD SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^Wr_CRVM SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B SF20-0B 8F24.OB 8F28.OB 8F32-06 8F8-1B 8F12-1B 8F16.1B 8F20.1B 8F24-1B 8F28-1B 8F32.18 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 1 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 1 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 1 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'4' (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 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 4C^WP4RETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10.OB 8RF14.OB 8RF18.OB 8RF22.OB 8RF26-OB 8RF30.OB 8RF6.1B 8RF10.1B 8RF14-1B 8RF18.1B 8RF22-1B 8RF26.1B 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 3699 1 5206 6639 1 8060 9479 110893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 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 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <^Wr-4494" ''�� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-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 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 R" PRECAST w/ 9" RFCFSB noOR H-I_INTFI S ^"�� C,444GW SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 F. 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 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12.1T 8F16-1T 8F20-1T 8F24.1T 8F28.1T 8F32.1T 8F8-2T 8F12-2T 81`16-2T 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 1 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 1 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210211 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 1 V-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 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 1 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 1057g122521' 4" (256") PRESTRESSED 142 198 306 11 393 11 480 11 561142 230 369 531 713 7 90d 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 545137 221 354 508 681 7 86124'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 0 124 1 200 1 316 1 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRETE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-IT 8RF18.1T 8RF22-IT 8RF26-1T 8RF30.IT 8RF6.2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 1 3374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 1 491 93112 1301 15 1640 15 1980 15 2322 16 395 1 589 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS ° 4 ,0 > D � o `o o� % > D D > D C' � C U C C 8F24-1 B/OT 8F16-1 B/1 T 8RF14n-1 B/0T 8F8-1 B �/ 0 ° ' 4 %� > D 4 � ° 4 0 _ > D 4 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 4 1-1/2" CLEAR C.M.U. cnc_n x oG O- 00]N w0~ui✓a L-4POWERS #5REBAR AT o ui 3O X:BOTTOM MIN. (1) �QoaWzREQ'D Q�CIJJJ z - W Q LU16 GAUGE � STEEL r z BOXED 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. U w LO z= 2Ow z= C C #5 REBAR AT TOP /-_MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION A' 3/16" = 1'-0" JUN 1 1 2022 \/?A VIRTUAL REVIEW ASSIST Virtlr.lpi Pview Assist, Inc. lur,z P"yJew Completed and a roved for corpiince With the 2020 FBC 7th Edition by Debra. Anne Klahr PX2300 ? - N c�N J DO&,, , O rn ° a ' Aft 5 ma�yy, a `n 00 LO W O W Z i Q SIN, i N LO E N N N 2 V -0 co A� E t M o Z) O U O o �� O �0 Q i Iq •U1 41- w C_� y ^` W 0C �N L, O ^ 7 �I-� a W ❑ uj LL Uj W 0 1- i-�x a � ~zW Of UW ZQV j�00OO WZ)X J Z OW�W0LL 00C)z J Z I 7ZzO 1-2WYW Z2320 2-<< Q ❑ C� ❑ ❑QZ� L Q C ¢ W >I>� O O Z w O F- i(nO M O Q u) (M G VJ QLLIQIn CL M Q< QO Z U F- W W -I O O 0 i i I � I a I; a i �- o N o CM N I� 0 N N o N N N O N r- O \ O N O O N I I ' Z O uW 0 0 0 0 0 I I "y > N M 4 L6 00 CY V ! } Z E- Q Z W O � Z 0w U WOzz rJVu) L0 o �Z5; goo Q Z a'a I Q W Q T� = M H W N Zoo ■ ■ w <�� o WO ZLuX Q z WL azL �Z pU� _o z Z w W o C) LAST PLOT DATE N O • March 29, 2022 z 4_0 STRUCTURAL DETAIL _j A (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (II#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL 'C' (1)#SL DETAU'D' 1 &'C' 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" 2'4' 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 64' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-1Or' 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 64' 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" 84" 1 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'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2 No. 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (D) 7(2) strand + N.R. 357 357 254 352 2 No.4 174' 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand+ N.R. 277 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 2) 7(2) strand + (11 256 256 188 262 2 No. S N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 str (2)7(2) 219 219 165 229 No.5 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7(2) strand + 203 203 155 215 2 No. S N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITYOF#SBARAT S - SOLD LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#51J DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-O" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 291 1291 775 1270 2 No.4 17'-4" 16'-0" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 t •. Vi' 1, .t • t: t • DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ �r QUANTITYOF#SBARAT S-SOLD LINTEL I r LOWER LINTELCAVItY 8xl6P-1LIL/ NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEICHTH UPPERLINTELCAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE 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) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 44" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" &4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 4'-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" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 07 .T, DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BARAT S-SOLID LINTEL -1 rLOWERLINTELCAVITY [8x1I6-P-1 L/1 U] NOMINALWIDTH� J LQUANTITY O115 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 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'-B" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE [21 No.3 2787 3088 3369 3369 6'-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE f2l No. 4 1921 1921 2035 2035 &-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 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1074 1074 854 1121 12'4' 10'-8" PRECAST (2) No. 3 2 No.5 992 992 751 1035 12'4" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 ID) 7/16 strand + 1207 1207 605 938 2 No. 15'-4" 4'-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. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No. S 20'4" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 2 No, (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 399 399 217 412 DETAIL "E" �r DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ rQIA14TITY OF#SBAR AT S-SOLD LINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH `QUAMITY OF #S BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20'' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL V DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No, 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" N-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'4" 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" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7(2) strand + 1948 1948 1093 1591 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 12) 7/16 strand + 1774 1774 996 1494 (2) No.4 17-4" 6'-0" PRESTRESSED I2 1 No.3 (2) 7/16 strand +2 1368 1368 771 1264 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 877 501 966 No. 22'-0" 20'-8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 850 850 471 923 2 No.S (2) 7116 strand + 22'-8" PRESTRESSED (2) No.3 (2) No.5 740 740 71773 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 I LOWERLINTELCAVITY [8x1I6-P-1L/1U] NOMINALWIDTH] J LQUANTITYOF#SBARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"16" 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) UU(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'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 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. 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 IS63 1113 1455 51 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLD LINTEL -1 FLOW ER LINTEL CAVITY [8xl 6-P-1 L/1 U] L NOMINAL W IDTH-+ NOMINAL HEIGHT QUANTITY OF #5 BARAT UPPER UNTELCAVRY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS 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 R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 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 (PLACED IN FIELD) 2" TOP LEG BARS: (SEE SCHEDULE) #5 CONTINUOUS REQ'D, R STRUCTURAL PLAN " STIRRUPS AT 4'-0" cc OR WELDED) FOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 00 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-O" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'4' 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'4" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (11 2) 7(2) strand + 2413 2413 1338 1974 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No. 17-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1698 1698 944 1546 2 No. 19'-4" 8'-0" PRESTRESSED 2 O No.3 (2) 7/16strand+ 1348 1348 753 1330 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 254 1254 702 271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 stra n d + 092 1092 614 1167 2 No.S 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 023 1023 576 1121 2 No.5 (2) 7116 strand + F270' 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 . •; +too.,•r c• r .: z lei jr DETAIL "O" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOUDLINTEL -1 I LOWERLINTELCAVITY [8x1 L/1 U] I6-P-1 NOMINAL WIDTH J LQUANTITY OF III BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD A L T FE UP IF SA LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(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 10000 10000 10000 4-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No, 3 4017 10000 5613 10000 5-9' 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 5-4" 51-0" 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 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESI GNATION IGNA r TION [8XI6-P-IL/IU1 C C 0 UNIT '2216' - 1ST FLOOR PLAN 1 /8" = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 811x8" 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) U (1) L SOLID #5 (1) 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' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7' 8" 6'-4" b'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 -•i • w DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x2411 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( )UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 2'1" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-.T PRECAST (2) D4.5 WIRE (2) No. 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 1D000 4325 10000 6-8" 51" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1552 2996 1183 2844 4 :, ;'; ,;� '4.:, Vi'. 1 Vi•. x •.ter . •.�.• . .,.• . DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x1I6-P-IL/li ] JL_��s,kr TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BARAT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x]I6-P-1L/1IU] NOMINAL WIDTH J `QUANTITY OF BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 81Ix8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 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 111 593 12'-6" Precast 98 544 134" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 174" Prestressed N.R. 257 19'4" Prestressed N.R. 184 20'-0' 1 Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not Recommended JUN 1 1 2022 VIRTUAL PREVIEW ASSIST Virtual Review Assist, Inc. ,-D1w-'- I-;: vi'' W completed and ap ved Or cui I;l<<P�.O �rjith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 OF Ft J D06�' ' i N Cl) A c a , D{{ Ln O i i �'L "� iy 'ARO1J (� d d F*� b 00 y.LiO,� ¢ w xyr t'. Z O 0 W W 0 Z V) (D N Lf) ',o- E 0 C co W L �O c, 7 �04. 7 V) Vj j 0 ` o O TS1 •� O o Q � • N LUL.1 D_N C (DLN W EM V O N �I--a -o W 0LLI r/j W°F I-~ c¢�zX I.E- pO OZ0Q oW°°°Zz ¢OI. U U)LUz 1L W W ¢ °J 0O Z W0z�oQ L�oL Qo O X Q Z 0¢ IL¢ O F¢LL O N Z UJ O F- >_ (n O ID M O U� CO Lo CQ G Q W Q LO M r QUQoo z ui J O O co 1 1 1 S i Y 1 1 [ O O o0000 O O N M N N O CD 0p o O c`- 0 N 0 i 1 i 1 Z 0 L0 W o 0 0 0 0 i V > (V co "I- LL7 i i ' CO CY U/ Z Z W O�a }� W Z Z U WOO 0Zj L O or< ZEu a 10 1- 0 ¢ Lu N Lu �2 N O �O7- w <�� O z 0 z U�Z ry Z V) i F_ OCU _O W Z S12 ¢ W W O CD O LAST PLOT DATE 4_0 JSTRUCTURAL DETAILS A (LEFT) mchunfing Brackets (I --) GatiI 4-1 Ili 4- 1 .'2'x2-12- SiEl Alautoli 50hodrJule 112' D;a_ A16 Back Crass 5uppo" IMAY be CtIT Tit-OVI Right 'Bracket %1 16 ual,I 914 6;,-If4:ktIll A/C Ili Builtom Edg 4 r M croi sitip Flt)rt M. VAdy be T.,Jil, Left Bracket 0 0 (�all BackCrriis Stiltim-rtfirto AIC Uril BaAvirn Side ELM i-i -h M =d RAis Seel DTA�II Anha�bk upea inicu*W 0-4 &C .10 iffol Florida Department of Business & Prohmmsal Raggdgtron Building Codes and Standards Prochict A pproval A pplosilo" Oilivall "i W :tint 2WI ci DEMr psw� rta VUVM "A"Wartor"' firtathir"41; uloormi valt1aw V4#" Itolifflia F&C Ni maw Affi-I 20" Shri VaN firefieJ. W_ �eih_ 1-ilf 11-ciRZ L.I. 9� ii� E ividi (un-C-am FII Il au)3011MID V.00airy: Pr,)Wqs hirroducod as a R-1, or 1I Toorrincrioal, coraiiiiii hill'o-A EiiEdiiiii A.P.1 ir- Riodd. RWdriiA -9.1 or. U-iiiiii Fl-i laiii,iiiiiisioiai bwIff 176gaMny0donir issliftfiLM10,00 Arioroftd1or 4tk FAY" Li incest DO" 3-* aim Legsiot iblimagug Exdraffilan DAR in UVII NAI HOE Riciali p[o-M I R= 115401 ".., P.-Cm- flood5,1In flood o I a V081I.vidA Yes 1. Ne' -10041 � 2 snoilvenh madin 111540151 1 D.1 r-a- Fred] r'd Viinthfior, Vi Y. Y- hi 'ICC4100 3 sinairvion, Vale, 01641 1 t 11NO Yas V,q NIA OW Irli 41 a-d"on, Ilt.W4154052A pirl�jtahrdf`rnad %411111 XUOMM Yee Iae hp, lot I 00I tri % dififtill'.5401324 V VZOO Y. NIA W4 C, .."laithl5ri k1srri iti Fkoodveir �:v3fri rits yal 1 *"1110 1 iii, I snihiahishiltAhIlt, gitoloSi �Miruloiteri $4 59ioua 7ohht, Do. Flood Vert MWI YeI, Y. 11 .0, Florli Department of Business & Professional Rema"on Eli or, Pilling Codes and Starrillorris Jh4ri Product Approval Application Detall ones IM2 Data Diiii Ito slarwAksli -saftea go, visilayd 51,6111 FM Amenow fim'd FAsi "i-shisi XEV 0,r,,c° I. J.- ilrrur..'r I Li tty d.€.phiri Minpiigon efil10m7hi 101"IM10 ftImNiOn carithri R"Wong twz, 3- 'E"I"I l3s4t iricomiraili Moral rowi,g g ihlwiog,* Millmhod ri,ahwai Row Ili," 8 'Iti ftored 99".&UUAMgi g rrrr vas 162214ittaraw e lan-all MACAU -1.� ftggfA299 B:Zgoi iv Milli IFT"lAo soi 1-M Mir. I r V,818 not 1168, OW 20 1.'8 IMI'Mai Yes rxe Ii _*1aQ Florida Department of Business & Professional RAnufal Building Coder, and Standards Product Approval Application Detail PhI 2 4 4 zaz AUWAIM rZaa il Po2'.l —EXft I vpe Vemon t—Aamfi VRIIKIW4* "_Idziril glythr M'AlElf-l' Apr- �%;il loo'lloor, Mai Trinshma-Tiu Collhoston Ukoh 13&p'Qmson 1[ (11�hanr 5ilthill1lift, P.E Ryan I WIITIQ F E. TVI 120141020, 04i'2MI7121 01I catinow. EXII Gnarl1pi!1hri UiTAM PE-434rio I ilj 71,11 4M IS sulocarclori Snoi Extiorr., ii AiSSUNnibliI Cam. pflarice louttiniiiiiii E141ocm Report from s rh Fbi Progjei Arohlact or a 1i eird Flotraii., Firormional Eflginee, FLX20468i ianodum Aonrloy"fitlili Awylaadforill Iffidam lacill I -Clssaj, and slinooti-Sh, .la anal naosizili siIiiIii,orlinripad"iti CiAsq- 1211 CoMVOtt E-:3. Fibiont- 3"go Do` V,_6n;C,ht_ni Y. oirtilhig-tioto 2 Fher-Cliipsw and Sirnoor-Sur Mieri mhwa &,q-fihWa&q.i Opaque 12!�M=12 No yee Y_ hi [�Onhpw,h, Edge Fika�g]Iiose 5o,7c Wn, InI ()NO Fg 1 c I thern-Trui ker�Lla9,�j, and Srh�ath-Staj 0oaqUG No Yea Y_ 'i C,"Imparrhe Fri FiberrolIses CxtnI)Io, r'wAIFd nor oirifthm �r'b'dhthr:rm3 J iiX air OMO fi;,on , Is Itftrll:l 4 d Hin-4 $Mildo inrli 1 41 Yen C.'amapn re rA;e I - sirl 13 A Ciro, X 5 rrrierhha.`Tilj FUr-r_lalsfle wid I'air Sissoloo &FUokJhnqoaCL%qd0t, Coati- 121310922 P46 Y- Yi_=g trUA Composite Eripa Fist. glees Si,31e tialirwith add %Il[,%CUeii% li OX or 0XIO 6 and Shirai slar litani a&i worjlnpactaqw� opi "a Ydi yi�i KTA C..,porit. Eagle FIiergiasi C-bi. [)I-, .1h - Thernhai F"r-Clilasi and Shooth-Stair fitairin,him Gishri &q..QrrW.t&i 13ei 12i31= hii, Y_ Y WA Oi:onpodi Edge. Fberglooe- $"it Door in-qfi0,Ai X whfq+j-) 8 in Thenria-Ttv Fraer-CAIsoi And Spirroatill-Istar r4wnlrrnl 6&VI ,iiiii 12f33r2022 Ito Y- y65 `YA Cw1drai Edgy F, WigliAiii Sin;ii. Dmviinth C,dis--hetKi 0--VOrsi XG, OXior OXO "Ifig.reo-Gre) 9 i Thenri Fiber-Oassi and Noirrinel Mi 111i I r_1 rl= No Y,rio Y�_ Iii Q-thholi Edlic FWghiii Ulo-Ale Discirw1h or 0XKU Trohnna-Tirp ftor,,1453,� wO SmI 31s, roo."Inal e8loi Gpaziri IMIA=� Ila ye,o Yes rirA carrurJadre Edge Finorlitries Single Crai Inein'twOut-irinq X onfigiorlb-) T T I Their— Tru F0.1 :32viso slid S-1-Stlir 11181 rikiliuntIrnthrrUMIMit, Gia,,nd 1 7Irl Mr`121 No yal, Y_ IVA iiI:Flrchar, 6:6j8 F],Ioio,,ilolos SNIC Cann infln Rd.J.,15j r�iehniipg/Qulwi,irg, XO, OX or OXO derig-is,ornil 12 s., Therrinsi FRIlah.Clihosic And finwooth-lAmr t mmn..tt 6ft3R0 8qt1Irhan,-IAi MI 1 9J2 1r41022 Ito Ile NIA Cixtaile Edge Fbengtteo bo.bke D With ar 0wriongf0itesing; XX w QXXQ -diw-A-51 t" or, Tritorrha Tri Fliseh-Z'V.%ec ard 3-1 N-1hat &Wa 8 &q.oQIhtr:lactKq-t. Gla-d 12ii 140 yes yer, hhA 0r.n Clirnparta Edsl. Filborgesa S,I D- 14 'niprnhi Foer-Ctnlek ard smooth -fir rloninal M"b 3wl-0tInWlt8glr; ®lazaj "ACildim 12131r= W Yes YAiii NA Open Oanrlpai Edge RoArghose, Single Doer' iiiiIII, Gl-.d lWent Open Sid.firii (I reiiiingii .. mg .X0, oxioxo -nilialintli.n.) 15 a Tho ni Fier-Ctessi and Srnooth-:Sur f4mvinal Mi &qbo1IWpart&14haL Glaized Molders 12ti Pro Yes yas WA opin. Corn ter Edge nborglairs Cmiihie EizoriMth tio oodbiII-W-) le 9 Thon,I FRo-Cla-celd S-1th-SWr 1--oll 9&-�M,5 Oprii 12t31 `1 J`2 Y- Y.e IVA Curnporli EcEii, P[berglass SI Door Imth Nblirld C-li Stones) 0 nhownglotri ,: X0, ox or OXO IA'l I ThanT,u Ithh-CU.- old s'noth-Sur rilini'lMet 6&#,31F i Ztll 11,20-11 1 Y for 'it's hrp, _h`hr:oai CdT a R ilerl$ i ll or TI I hr th, a, ,hrrnGL,2edl IlJolrelKir.en Florida Departriloal of Business & Prefossloniol. Petaillidnin Pi I A I Building Codes and Standarcd Mai Product Approval Application Detail FtAI TM yalado DMA-adiv, Carl van"" Ill aftildim Ir-link i rot as! 0-414or Fr4d - 25 2r, FS7 Sena Fii ri hill.ritillied. Si - CER kbm;oiiidiiiir= Vi 1 Vill"i I or'-w= CAFthii gitihhm 4,4ioahniFirtl Nil tdI,Irirtoor Aisorthrivi CirflhIi.IN kor lihiM w Lhinrip LLINILtdAutrissid= A.P'S�sod LE Yr. IgI4 QatlEc 146- cam aso RE an a i ga U Ine4uHr, 91111*4111 Eaug , 1i SI a.- a- 114nG1071 Y.it Y., y March 15, 2022 R FEN V 4 illlI Eli I 1] 1 Fill, -10i I I 1A I I i As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please prailIllide 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 Z T1 =92 MaIWIC-1610MM! !Manufacturer Product Description F-3-9101211M.1111M M11 lTest Pressures — — ---- IMMM"M 1. EXTERIOR DOORS Fiber -Classic and Smooth -Star (NON4MPACT +67110foi psif MINJAI Fi ber-Clas s ic and Sm oath -Star (I M PACT) +67.0f,-67.0 psfIli Fiber -Classic and Smooth -Star f MPACT) 'I +80.0/1 ps f OWN MI Windows and Doors--- +40.0/40.0 psf +38.71-38.7 psif Wayne -Dalton Series 80=0018100/8200 #1105 (811 +31.0/1 psf ��Wayneii D alton /8200 #1123 (16X7) Series 8000/8100II +30.01-33.5 psf Waynei-Dalton S edes 800018 100/82 OiO #11l 24 1 6X7) 4■ atM +344,liii psif IIIIVI M# D. N4 E TA L L 0 UI,V E R E D RS !Curries Dhilision of AADG. Inc 607,707,727,747, and 847 Single & Pairs of Doors 0W.M21 Winws and Doors do +60.01-60.0psf E Series 5500 ago 3:11 iB, H OSLIDER "MI Win d ws and Do ors oRIZONTAL - ----------- ---- W ILI Il Windmil and Doors -21m, N-1 +60iloh/i psf YIINEMM MISedes 552C MI Windows and Doors Series 5764dl Mw ME James Hardie Building Prod, Cemplank. Lap Siding and:HardiePlank ap Siding L FL13192.1 - FL1319 2,2 REM Alside Solid and Vented, VlnYll Scilffit FL15272.1 - L15272,2 1 +75,0/-75.0 psf 'Alpha Aluminum, Inc Solid and! Vent ed A um iniurn Soffit IF Ll 6544 R51 +,54l2/-514,2 psf 7/3Qf202III. 14. ROOFING PRODUCTS .A. ASPRALTSHINGLES -mers, 3 Tab, 0. ional I IRA F3 �#M 'B. UNDERLAYMENTS A 1031,37200n 11 er it ndlayment 51b Fell U �) Plyglass USA. Inc, (for Tile RoofIII -1 TICK T Ul AX POLYS M C. FASTENERS-_ -ROOFING IF D. ROO V Eirofll'LA TORS Thompson Arch Melai Comp,, Off Ridge Vents I== a Florida IMetal Products. Inc Vent RV10 FL.21580.3 Lomanco, Inc DA-4 Exahust Vent +0 97.5/1 psf ,E. ROOFING 11LES _FL77849.16 FL7849.20 F. METAL ROOF . ... ..... ... Drexel Metals, Inc. DMC 10ONS.: DMC 15OSS, DMC 175S, DMC 0SDMC 5V 120. F Ll 7^791, .5. S HU'TTE RS :A. STORM PANELS !Global Protection Products Galvanized Steel Storm Panels Ll 5076.1 - FLI 5076.2 Emu All American Shutters & Glass Gahtanized Steel Storm Panels COMPONENTS 'AfOOD CO;NNECTORS/ iUSP Structural Conn. ■ Simpson Strong-7le! .......... -ANCHORS II B TRUSS PLATES IWIl" Building Components Alpine Truss Plat,e!s ,MiTek Industries, Inc. Li I - F L21975 C ENGINEERED LUMBER !Weyerhaeuser Board. LVL, PSL, LSL 71 L6527.1 - FL6527i 5 MATERIAL Cast -Crete Corp, High Strength Concrete Lintels I F Ll 53.1 5/21/2022 iCommercial Concrete Products, Inc. 'A' 0- A415110CM-7-1 5/2512024 i Theproducts tisted !below did notclemonstrate product appirci at plan reIview. I understandithat at thetimecif inspection ofthese products, theifollowing information mustbe available to the inspector on the jobsite; 1) copy of the product approval, 22) APPLICANT SIGNATURE DATE -111I (3) (3) C_ rlorida Department of Business & Professional R N.L.4artion Pri t or I Building Codes and Standards 1,25,7092 > C) C— 0 Producl Approval Application Detail 0 -4- C Q_ 0 Qft 9QUIX 21 22k 2& WAPROdia em C`13 T_ glint CEO= i License YAldill ilig�M= FPQ AporqyW Allel si 'wporation tidt P E MQ20 (D Therriv-Tm u 11121 g320 a) Riii,,00,on 2rQ0 -v -1apishean Lyndon n RyFnJ Kipq - 07M2= 07,12 Irall3rilm App-i Catoi;W, EItwior Dooro. (8W 849-1 PE-434tC)g t813i 767�_i 0 — -i--- Ed@r� Ci AssaffIbItioio ojoswroonathoininalt, =3 CU CoanMadmi E-hui Report from a in W FL-- Riidllt- An-t-1 or A U-Iiietir Ford. pfddr��ri Eni 0 FLJRW24t3 piddit ii, A2iiii lgir U NuEn be, a, Name. to-grict Daistraliklon Contt�� [ft In 141 2atslde HVi BeLida Elam 0 LL_ 1 1 t., C A-ii, and moth 4 In, Nornmid 41ki"II Ones- yod Y_ Y- hVA 0 -46iiiiiiif %+- oiiimpqwrt- Us- fil"gliese single Dow SingE C) > 2 b Nominal Baot, X iiffg� .. ti -0 E 0 Comm'Opaque 2� J I r2e.I Yoh V -pi Edge FirneoliaSingleDoor i 5,deftlids) dinswardii(l)-ai X0, nX or OX.0 cornigutrabon-) 3 in T I, and Endoth-Sim, ha-. I G&Mkg Upatllniriachilnioo� Olean- I 2ri 1 r= Yee iii Nhk� hi MU) 2 -ics C.rnpii Edge FibarSela, Do. ble D- -ffi h, Withorot science XX a, 0XII0 < ei nil g III rA c n s) 4 d Thernei F,borirCai and 30100th-Star NonnInrial Ili &qI� Innoahiiiii Opaque 12511 yes Yev& YaI WA C,arri Ed,,r - Hodhdra,�_ Single Door 0 X --ftwirabor) 5 e. Tei Fb_- d 5-th-St., N.mi..r 3&#39-,C Rqui Iiiinpoot&q.At Ciirsai I Z13 h=2 Yee Y- Ye =III Composts, 17.dge Fibenglass, SAill Door th Sdiiiitte�aj 5r1sYAsr. rag. XO, CX or OXO configurations) 6 i. Trioraiiii Fitrd,aiIisi III Nam" 18"1 aqii ImInsasiri Opaque yse Yes Yes WA Composite Edge Fibeigaeo, IAX 00 Door Wth or sideli (now000ties", XY, or OXA0 7 g NOrnhi@16843ag &qLd,IdrP2Ct&WcJ, Q22ad I zl3lri YAA Y" ti Cohnomite E6,r FiberiiIaht& Singe, Door X rhonfIgunchaI 6 Fibr_Cd.- orld Smooth $far hi.rhrml 6~ 1 "Sirwr Y- Y_ r,ompporto Edge riiirorgess $ingla DoDrei Sdelre(s) XC, OX or 0X0 ,rofth 0 0 N.M=o:]l:* Rqo.Pa&q.0t 01ned 1117,117 2 Vol, Y 1 11nin.1,9ji,"aftS (IrAI Oarsmilng: M. or OXXO -fig.rat lon.) 10 1 '1. nri_T,, Nide«-Caalq and IS rnoorti Nominal Wi GlaEod 1 z1a, ),so"'del:', yi i0A C.orapaotir Edge Fiborlif5so, Srqho� II II-ngrOat-N; X .-fig-an-) 11 It 1-neI Fb,, -Claui, and Ertrooei 12ri Ynh con,poi Edge Fiberglass $,lic Door 14th XG.Oxa.r OXO confilturaticnsl rnriasIte Edge Fib-91[ons D-Ioa Dacr vnth or "Ificut Stocidoe, Idisc enal"Xitinirir; )v or 0)IX0 13 rin Tt-hransi Fjdar,Cioi Opaque 17YJ I Y202_1 Ylet, Yes Yft rYA r�n,ue-st Edge Fir ase Singles, D:ror,wm Sildefte(s) AQ, OX. or CAO coi vir abi 14 n ThianhoiTnj 91:ed,Iaoso and Erhooth Star Norri 6&1 12-31i 12007 yih�� Yesi V. ri r -arno-tieFdI Fibergl as 0i a7d, Sidiiiiiibeii Q_X0 15 R1,K=CI-Kit trind6ronorrh8cm idonthict VQoo iolau akft ot Opaque IYM,21dl Yes I- Yoe f4A Corn die Edge Filoeighiss Singla NwAth &.11othillon,lirt-211ITiol; SdelrolI.1 (1.5'rrinefoituriii XO, QX a, If Pi I- I I, F[Leit CTihhh1c iftnd Iii His I W. 03E a Opaque, I Zil I Yes. Y" Yes FIVA C,offiloilortin Edge Fibihogi Doi Code eith 5W01it-lIh-n9?0W-ng; OXX -hp.6onli 17 1= 6&Kslo &qLolNor-Irhprx-ts-oat Opprium 12J34;2C22 Y_ Y- Ks, LU Cihmlsi E646 Fibari;soi single Door �to °ri oulde, n 0; X -ft, - " a in) 18 17h.-T. Fiber-Cies.iii, and Sinlaoth-Star N....I 6"1 &qLi N1 pwA&q-t Opaque I ZW i2al-I Y_ Y_ No ri Edge Fibervi linI Di with giL1W,&Ana, XO.3X . OXO it, lr,---Tru Fbe,4f and S1h8,err No- l o-al S&M- -8-4.dhNinni rnrad&quyt Gpq.. Yee Yes No ri 0-ineimirili Z, bengi owbi DW oath or r, Inn- V0vAirhA Ili. )i or OXX 0 20 t Tt,— T. a W 6-th-Stair Opaque Y rib WA i'-p-iiiii, Edi MV4.- SonsIc Doi [I-W"910-elennni X -infigurt.") 21 u Tryorri Th, Rb-Ciahhohi and S-th-Shrur 12ignti Yes No NIIA Ciornpoots, Edge Fiborliiam!3alole Ci ill 0X_ OXO 2 The— toov.12,= ri No hi Camporthe Soge focarglass ll Boar vAlh a, hhl, X,)(w nkohTi ,�rrfi; Igmitiris) 2a Thernel4ir. rib. Cleti And otirrooth-Gler ioihh�sh siol"ll 1-IttlattrMw 1 11 rvrltilitiquot� Gazed t M " l= '�ohr W TVA C�I,Ifta, Elloo. F"i benglion o a"NWE. Can, lingemirvyOulgei 24 ti- TheirriaJT. FAher CCI asw orld 5froi Glmtd 112,11 ri'dr hi hail av Edgi, Fib"airs, Swfqle Dootidir Anloelft(S) Qrilei A_%iL_ W X0 CLX or OXO -ft.rat-5) 25 y- Thelini Fiber-QA&WcAnd EirrooM-Star Giaztd 12r1 YAa Yes ral NM Con poloi Edge Ribergaiii Cauble [)oat AM at XX or 0XX0 2E M ThAinna Jil, Fo8h0aest and sinnalaithi NOMIAN &W39:0 rinpantRAU01; Glaeiiid 12cl-Z-122 Yea. Yes, No WA Carrrpoets Edge FF borglass Sidite Door Xmilfig-abon) N 27 Themes,-TauSirnoulti inilAm Y_ Y Nb NfA pleat. Edge 1, hornless Single Doi wrflh &oWri Qrl%os,%X%ftwni XQ OX.or 0X0 28 �Iiftumtar�) A Ti r;u ri and RnriddhIr-St., NalrTin al ISIAI 42i31ri Y_ Yes Pi HIM Cr,Epu-ir� Eringe Fim-glass Douce, Door will i,l Yhrbhr,iilidi unianirtillfOufterrill, XXor OXXO -i FJiorida Department of Btsinhoss & Profession Regulation rdw, oQ J U N 1 1 Building Codl and Starridards Product Approval Application Detail V1 ll UAL REVIEW ASSIST V Review Assist, Inc. oat MIR 290 1!90-W.S D" ual Ti Maintain EEXSUULM lik"Nod F & 6ulc� oullso Ftw- 11:20 for VEri •iied CW, arrm iiiriihsd� Luis Raii ti�rnto l3hri III irk-1h, P5 100fti 1=9,12= rthla,7010 hill 11=0 Aw,.-.d P ns Review cc mpleted oviorme, oni PE-825i 4 I71 T) 3 T7ZA *AQleodnE oldog Ed*ri DW Ailitionli Cali fc compliance nth the 2 S.Irta Plorel.ieEll 11 F-lietaNillailill ion by Debr Anne KI- - ftMtg4lEKll1llth Arm lghl Aw PENEV4111*0111 al W-dY9 RWANOMMA, Kiloirw Natiol SI 420 r1UMINLIP4 SGD TcrFIIEB 910 ALUMINUM 9i OXr) 12011i Na C7, ALUMIthJ10 SGO ��IINEII 4:12 ALURAINI 9GD OX li XX 12J3111124 No r4ii, MYA #01fl-R6NCOW-ED S= SZRUE5479�1]11,11141I REMORCEDOX0 No Y., W_ h 'A 4 IS E R I E .9 47r AL U Nil IN U M 5,30 R E P4 F 0 R C 1E D SERIES 420XULMUMSCID REMORCEDOY, )2`31122024 No Y,. 'k, 111A 6 5(!FH2_Sit20-.-IN-Ii QEINFII �t_ NUII47DALUIAINVIII Fai`1NFDR1EDilW M11, 1024 No vii,, r. hirr, Florida Department of Business & Professional Regulation PhildIng Codes and Slarlderldis Product Approval Apotooltbon Detail psel, s a! IM=' Q1611 Wd 29&EIUAM 22112 AM yXidgi allu'llogium !Z293a Villsim XIIII&N MMOM Ffii &MMYA 9eMe , 20D, EniY, — Inns, E. Si J.rfieri F. E L1111-21029 Diii 100-puld 12Ftiii pirooli CA.Poi Ed-- D_ S,A,C*,,oqi S.Ii4-.1 Eid- li A.i oin 11.14-Berl end,110ria-1 as LX-0 Fladis Wis-di Enron- rI�Igi i g�WIM liffins Anunwirsd he Ilse IHVIoutri Irani M-15IJ.- ✓0651M EI ==`='I', No Yll:a AI In ran rl hohilfthh"t Storm it, ol, 0In231 ri Y.4"g hoii 9010) 11 NOW`[ arkel1rh 4 r 11 � A IFW,.4 hilar.dih 14641 011 r7r.�r--Uq U. In", ll', eAT&I d I& ", vitor"birdidi sedrom Florida Department of Business & Professional Regulation 01 Building corks and Standards Product Approval Application Detail Par, 20 DA.-PIM-WIN P" lim vem Enginiew a ."Itop w,ggsal Y"Aroa zilliarlom FaC Aneroina wa rinii202I Ravay U_LLC 1-MBshop. P F 12110n2o [TfflJ4hhDF@ 17PIrg;r,�,Firli E-r D�owQN-24,g 'si 3,0c:"ll'aild,Frh-nL<° DI Cxrthori C"irlhe" "Wi CarChAIIIN, W is tar L.1i I rJI1JlEnNfl RgEwsr, INA Ewa 0-usiall 7� 1 oilid &47 C.- win -lilsoors, 0.vtoohog.G4C.t_rt Awww_oLlor-tilag III stmemal R,Erud Llmesgs Ypir 111A Flarida Department of Business & Regulation e,_1 I Building Il and Standari:15 Product Approval Apploadion Detail RX1742i JIM 'may osourI&I unii Enalarn'2Llearisa vaildglea are vallimors Bribinilind Ell Arrurnall AI alm Fri 21120 141 '10"4ohIo h"d Tio "I irde"i AilhiteilmW 4 V $rddi irld, FE 111, 1 m`Nl XI I, 1, 117 or App,1 1711 riI T'3 �7.2454 AM-211 19 111 slollr�w f2 orprei V2dQg &,)a], Numbor Z Nam Cie to UK RtilseAl F145041 2 5207 F lFaroo Fro" IGV, Shok Hong 1TlI No Yos No Loonstod Gniii, W E z C_ U) _ ICU > 0 > L O 0L < 0 L_ CU O LCO < Z Z CL SHEET NO, PA 1.0 2022 d approve 0 F13C 7th 300 r PX2 Florida Cleparfnlent of Business & Professional Regulation Pevesw Building Codes slid Standards Product Approval Application Detail .. 2291 -.-Eril fes. _.. Imo_:, Date Peninm 2 9 im term Ong! uref �, Fyigjnsar i ii a Validated 8r VarWateif S+_ eittte6 fm - plin AaO R-m- 2020 rbed-Tiro Gwporaw, Orion son Ly.sd n l S-eh-dt P E Ii J. Kann P.E 10107n027 cang 2U2t 7fb'13.�rt" I ira:d't'A21 Appr d ca9aI. F%C-- f5'D 8417628 PE-434,1a (B13)7A7^6'-55- SubiGaleNry: Singing Ect❑a u C>a'❑: a.8s arnbliea 'r-"- 'r- nano themrainU. r,,r Coo npllarrc9 Mtihod t".Yatu❑bsi R Rdxklrq'rn a: .. Fonda R^ldl,lisiwod Ard)WI or a tr,s.rrl;reoi F:4uido Pirder uaral r- Y" rdl rl Pd r Oselit. A�nce Aaorevart trlr lit Aegrov'ed for use Ira gptlan Seb s Prsauct IYadpi. Numloat or Name PYW act DeScriation Con Uact Experaden Data in `i4-r--- Ckrtside HvHZ F-1-jant Prc+s e 1 a Therrr'w•Tru Fiber Cdaei and Srnootli •3tar Nom'al 0&030 B &qu a flan rpedl&yrat: opaque i;t. 1 ? red Yes Akt NIA. Co p�ie; Edge Frbergla' Sirripe Roar 9A t'm rg,'Uuta g X -.Argo atax'J s rJ `h'mmat-'frw lC'I}yrrr ,^I¢sak: rind: rcesu 'k.; :err !d IB$i Br4,gtant, id elr;vnmr vlaT r3partuu IA7-112015 Ply: - ""Frog rk,: NA Lcrrpe�s Edge FiMr9ladr at ilia ��x ��"a . rxd'ddFAr'nf In rhnr rdruhS t91 d X OF qr, Jade r❑ni«�,7ar, rigid 3 c Thoenea.7'aM1p FW"-Cia9lalc end :';mwih-£t➢r Honi"Al GE.4C'a9',fit 15fitluA'At,Nalq.lm err^ti@tgllY]X I':J'Paqus 12XV202-1 Mi 'fet. p C�tlA Frostiness Cotnposlta EdgB Double CY_YaC mitt or With" S,dad as I[mm9rlgrCxtni, ,or, or O.iCCO rzxrFig r ra5anlsl 4 d. Theri fro Fri Classic and Nori1784M. 0&gvvt Non- I.Tissesdoot'. Opaque 12nt-2,722 rta Yes "in MIA Gornpr-i Edge Fit'arg lass Slhg:a Good '-tre:&Yi+rs�nlLOANng: x cpmdigura 5 A, .dodo-Tm FibR -Cldsi enrd ArRffi-7a€ :°:rIGn2 7$ £',a Sonot;Nan-ltr psdd&w-,;'Orori- 1 ?W=2-z' Np '1, r� HlH :is€�6-. ;ant'a#ng1''G9-+sV4rtn Yy-t:;`>:•A'Sr:'tO' cmf,dtr;'atiorin) fl l-ThernAa-Tru FiberClassic and Sigma e-SFar Nonri FrL# l.d"Aryuoe'llon-I MPo=&d'rx:. Opaqua 72C11`2022 No ref; NO WA. [arllpowit a Edge rlllorg@aSe 5ic91E aodr grF54^xr.1�G.3iivntg. X. UYnlvgurah -nl 7 g The-.Ttu F'rbtr•ICilassb and Etta -Egan hicr, ndJ �s-#"e4;6BquaC.Non Ime �v� Opuqum 3ua1i°2(1„2, PW fee Ill. NIA C-r•-aa, ed2v nbarip" dan?>3 r-:rift salli laaneeaKkit +Am AD. T_ GXO c�ASgrsr�:ar,; a h Th Tru Piin enrra tm-Cla�'wa d..rrcwh��ar d4, -r 7w'„aal �, �.: &qun'CNun-Imp;�3glse*GF�du4 tiro, �,.- Vos ..= N1A C. posRe Edge Flt+rgbaa Gril3tlla DCGer vAtry or WIlAceft saderitestlld,svnaglaufaerfn9;', Ax,aC orto -Irttus€at;❑ns) 5 tTherma-Tru Fitler-Chaetp arAl go -odd rgfi&J'A't"wNmp-wAct,i"rllazzd 92p:.-o12 PFs. "yen 3+b❑ ralA. t"rnn�eita' Edge FitfrYlpNzss;,i^1-'®�.vr tFrrJv,"lsF3eitrl£aVlrFg. Xdr r fN1j0i' �'ir3ni TO xTd rrl'n:J.:Tru Flbtlf"C Vlwa:mi;;carrd :ra, an-.ti5:'am T..ai+Lrral 08.#SB,d Squs.. Fdrn lmioxna f5r.G12&nl 122W2012. 4o YCi P44 i. 'L rr, :.tour Eclat, rjracrlyPrrFa'7rV oor with SdAod(v Pnsv4rgrvJutswl , tF =nfigurati❑nsl 11 k ThefrriaJrir Fiii er-OWsso and Smoth£Iter td,rnplzl d&#35:6&gLctNorl-Iml 7Ae,d4LKo,,glazed l2re-, n"2 NO Yta No NIA Cc npositn Edge Fiberglass Crlubi, Door Meth or wiihout Sidelerlts (I-v rigfOilt ino; XX or OXY.G c nfourar ns) 12 L Thetrrda=Tfu Pt59§r.L';.dl9d> nand Sme3olh•SRaP l^Foromal 7&# 11;C&quorNor,-lmocoo a GI@7@id 1•2"S?12D22 W. yes No N/A Co,,roroos E.d,ge 'fW911aga Si':Ii Ddror {)eLt+ndwtglrwd1l,r'ari'1.,g',:.rn". "wsu"lilrgaaea'tilal'YJ 113 Ttaannva.rru F Ue,r CNaa„r:f n1.w 1*rapl€. eaav ,,aural sra:iffirtt N 11tiIlot,rda I ,Prut.3n �r r: taaaal:% i2151,'rl',I''z No rlrllrr;e rdr,a IPdrle. 0o'npc.oe 5d11e i[AD rgl'as, S'Ars6 kd'A,,r'artd€pi '-idd1¢=lie: €rnan6'jr1I'tuts4n%;,t."r, (or - rr .0 cond=Jrairleno id 5. TheAd-Im F1'lfer-Cii and Id ii i al Gored 10 lr0oz2 Ffq yes i10 hfA ido,niposse Edge Ftbaegrass-.1i r-^f 1lrssran9AJvtsvmg X. Wntiodoarrnj 15 a Thedmr -7w Rbar-Clasgr and SrriotlthSkai rid nnorl 6&it39.D &quuCNan-im r Glazed tiro 1tN N. Yea rk, €J!A Q�-poeitr Edge Fibec9fass 5i gie Dcor r.Ah .,4alitt{6l tlnsAirlglDufArrin4 90, 'QX rr i3Xa carl7dgurartlGna] 11e A Therma;liru F0.1- IaaaW: and Srrewth„ST'nlr T43AMA'W 50.4359,Gdaa,lluolRvrarr«II'np'A','tA'iq. r K.11na.4.111 loalr27211 NVn Y. No 111P.A CornIxeJ1s EId,Ipe, F'"'lt'oriplarse Qiuty Darn vmt:h lay 'ethWI. f.Rdi II,11I'„edaahag70'kt5ning; ,'{r6 a 1,h',u+;;r(IG' 'mritts.%iensl 17 or Therma--Tru Fiber -Classic and. Sareisth•'atP'r t-bmusal 63#30 e&quoi mp:a33gtaal; nM,,s 1231122'i2.2 r'do Yes r•Io WA CernpilrAe Edge Elbe epfa Swale C* r "Ah Transom (tnsw.910ulva ng: GIX c❑nfig-txx,l to I. Til-a-Tru Fibvt ,Iaaaic are -vdh-Sw ciartnal FAur Oplique 112MRAAP22 No Vex Net WA C-P-k Edge F berg€ems S"gke Caar dith Sidelm(,a1 arid Tra .... IlfsrvannF ,Ai GJXO; F'rr or ar1DX0 16 sinsrmx"flu FfsAr-CP&nau: arwe 5€recoth :Star r-�..,:nnr b'&}P5V'fi!J+;gutbrinn :ei: T,u-.ot, uoP'ay;ua 12P311ocs!'2 ri tar. . I`o PJ:I'14 r-,-Air.frCa CoreFiterg4 sr ."yvdpl2 t�i,;,;n rltd, a(ap tI na'a m rag . ,ItSNri'Xg ,o.1, ,D';m nr :rdd"`,I Cvatiluears !-Nand nrid S41 CodlgiH'814N5T+a'd 2D trd,ard':9aT ['1165104spe e Ad Sowaan,=Slaf N-r Eaou d7 �P:ll V�❑t:Ngk.9:4'tt3,'�, Ik9:.� serri 'I Lrn�I= Ft- Yes I'ad hoax, o.,_iar--ter Edge, FIbeTiplarde Sd:qkE Ddrd di&r: soli 0nsxingroutedow; k. ox or'OX0 C-- .rd- Plead and SNI confiourlainerad 21 M. TnerrrTa=TN Foer.G€a"K, and Srroolh.Star M.-on X$sd;8CM-.d 1mt-123 Na Yes No FUA '-- lryosir9 Edge Fibergla 1aa, Doi myth soon } gntvinglOulawnrg', X0, OX W OXO C=irrcw-'s J==rreaol and SA gor,fiB,A ='.:._e .) 72 v. Tl helmm:,Trw:Firw':,l iuvxEr.ere45'r+vsa'th...uAtr Nord nalAB-39:p3equt>s'.:4'ivawa.Nurtkauy&quac Glazes[ 1ZW.-:J22 Na yes r: fJp;F '.Cloihp9.Wi9e Edge: Frbefgtaas Si i�le Cagy with "'IdIatWfs'9P,8',I l'I n;fieAn;grauL. Wr9 a, XID, OX ar CXG C�o, rU i'la. Head Rind :all1 ll rill r ra'�msl iY 71,arnKlv1rNJ Flbef^Cisa iI and r`ur'n6A-,11vSVLw Ida rvi I MRFP.dd 0 k4loULIIi S, V edooaquJr 0ordtirn ti ro. 11.2022 No 'Yes - fNIr1iA ;otolts'aeo Edhe Flnar'gMrao [do, raedr,rls.40,'y'trlrldmd oAsA l a1 it n�xrrAsTPI'1Cutsarlg, JCK, ,'atXX'ra ,'XKv,. 24 .n.rF,a-Yr€, Fib'.v alas r ,' fr-5far boar irrai 6-1K'..S,P EquttNer,.tr.> 4u L opa4ue 1 z i,12, tit €vet-. Yes -d- NIA --_%C+r:.r Sc Freya Plit rgii LKd#r Pane is mtc rented Slti-Worn} i-MVOrlVA-9, XX XXX '� --1(fX YflSdgufihEP.6} u Y, Tntreta-7ru Ftkx'Ctar,Slg and srrlesatr,.'�er shrr�Isa#�;a agLwt;rddNTas�rtazgd t?.i =- No vox i Neer C:arroofirts easit FI",aURs Door #aches sAM Vantc h Sdddddo(ed (1 ro Wlnprut'IParin g', XX ',r,'A':$ 31 K7iY,Y,1. r„CiMadrusiA "f1!1d r ahNwr'I:u--"1,mu Fuiett^l"" ItAaudl gnu Ctm'Fx11"r :'nlaw;r %1'aav"'u'di netladfFdu,'fl dpgidr❑X Naam %i vnaaXradl.ieo�: rtfazald 121,311714212 N:N❑ d9r1a� '�la Ir0.V'Ir7 Conourrela; Elr1pe N+IbFIngIF1Fd,'R Y:7masar' I'renalai olAlh v'aite l Sr, eppp pns'aantptOl.eLsrvusg' XX, Y;.KKcw.a KXXX tnAsri9urstivams) 27 za. Therrrta-Tru SrrtoetinStar N�.roll fitsi 8&qucVkcn-Inn crr&quet Glared 12Y34 va.122 to; Yes Pit, Pdl'A Ca posfn FF.ciiie Fibeirgi- Scale Dcx. wth 38rie? C Sdefire i 0Aswlnc/OuasxxFa; YQ, err DXQ connguratrai 28 ib Trnsi Fiber--4aSWc ace Sn se;"A--''tar t :r [&Say`s9,B flqurt;Nn.•r-tote-' y€r ,Lswed 1 Na Yes Fr, dA C.-poi Edge ribergisse Do AIA, Doe witl, 3Arsug;5 Sa#drre. (I nawln'p0.tawing; OXKD 22 .c Thtno-d fu Flax Classic aced Srrootlh>F,ta,r free rail 8&439,0Glazed 9:f3if`.bfl ? Y'is "M'am R"k, NIA `, ' r,distle Edge Fitestr i lass Sale Dow sd1h 3&4,V 0 55rdf,kstci!.s+ {InsxiarXau+:s'aKn9 Xt7, OX or 0X0 3U ._d.7harma•Tru FlbarK:Aridtd s€x€voth•Siar rGlaaael tiro`-1TVEl",r2 hFo 'fee No Pl1A Conep-t- Edge Fibeoreer Ddabre Is= we 3841 S Setters VA.Wr ACNI.-vdng; OXY.O caaij uraaon g 1 31 roc l"Arffima=7ru Finer-Claello and $moathSlar Nanlrtgi 1941 9AtU.lJo1IrA;sd%fikWStoker E2,'31.-D2.= f^10 Yes Pea rbA Sri- ccrAirlaite Edge Gleed FilionA a'sa sr'nple Door Mh'a without 1&AG0:2 Soler A'o,;s1 (-rdir$z"iiufavr'iF91; K, OK XO or CSXi'a, er'ani4gudatadn9) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Deta"ll 3'1512022 F 2Std'-pS Ww nil: )aniiaa Manufacturer Contact kag F A1td,ated 8'Y 1 !g 6Ru2yq4 Appioiriid Revision 202-0 TF-LYOLASS USA ?1aurv,Alpert, Lecerifire John W 1i] M2320 10122=23 Fee 1J15 020 Category: Roofing S9542331S30SrT;aIPe paIygiass.cci Robin Niel'athen Knezevich, P^E 5ubCategory: PE=sgieB (g54) 772-522? 1'f li2320 m JndenaYerits lain Cam P Ipa a Meth fSd'. E�raluation Reportfrom a Florida Regi'sterad Architect or a I_icen,;ad Florida Profe-sini Engineer FL02MEE31 Product's QMLMA4+'gUragn 94s 0 10r use AmxQYAt litli la I�f Deal Sea# Peoduc€ ato", NLnratda, rN Prod ix tretsyrigion acl EJm Main Jr-HOIZ O+AsldtR dH Ras9stmt4 pol" se, I Pa4dass Roof Underlayri s Roofing9 dedayments IT2140212 Nn Yts WA +Nd'4,"•1.3.?..a 11 lowylbas^. Rafbf Undertayaleda, fMVMZR P01i s r i . d errlayo o,rs1 fof us- In FBC 1.12312923 Yes No ri MrH MhiNZjtrrs Lam. %r•I'.. "'r.%W P°t is 1G., sr3�Ir. t` n' Fa aaa R,Ia.W.rld,rk del adFa %14Vhlit1 PIx 'ra 3 ..andtAl mlarats far ue- rn t�fr3l�'Lt.. tl �V Yrh rya g!y 3 No ''Y A^s NA 1 .r v. rJ,J .a CL 3.2 FFi'C nuee HV4Z fvdrAkdkAidrea. 9 Polygia'r Root Undelayrdeou; (.HVMZN Pdrygli roof ulvderlaywri tier il" In FDO IZ23W23 ''(ea No MIA WAI 1i jurisdF,leouS 2 Petyrdass RW UnderLayrnen-s {nandiYHTi Po"tass rw Lino enaIpmerlts, for use In 17riW4'i0." 3 No Yes VA -`•y(aJi+z_2-0 FBC non•HVKZ judsdlafons. I f r - - ?ail -ass Roc, Undtf� e-iYs HVHi Pd ray riunaltr - _ tms car use In Fi�12r"tsrt023 y2la yg uFTr Y-- es No NIA A tl'Ia91Z lundeiraL=r 2 Acdr" s 1. en ns±, -: r'' n r- r as Roof Und silo vF ,'ter^ lid P dt l as dd 1 11a'I' a t'; fad un..a p� t 2t23i2t7,"tn -SA J 1IMa.} ^1pH na +€ ulwV rill r h va i Yes 'y'�" fJd;A air 2 t1A�I ae...5 Fa rr,n,HWiz JVdrA tirriorei a tl P:dsas,RwfJndtrais„nrViZI PW' laatra�wadtn na:stdfdu9einF&C1a43u:tf.3 Ytr N1 I Nfa uA. MURZ �rrrarird,Ca9. 2 Polyglass Roof Underlowents Iron-flWO Polyglass Adolf underlaymarit icy use in 12(212f123 No 'yes NIA -VAJ.8225 FBC airy-Mil`kZ y4aiadkdior,9. Flo ida Department of Burfiondi ? Professional Reguldavor Building Co ess and Standards Product Approval Application Detail Fa9f 1 02 rug 7,rt9' Im arm' dlq unnu7aewerx �9 t Wiliest R law, 60 MAW ilainjild Flig 6fialslia hatistevAI 34lurr. -t'A I a anpr ,,rlrrzp IT Inc.I .-I Frf.reR net _, rl _.Y - . r...... 1 n - I 4 _ Fars � ICC Erasai�__AV�z i.L�4 CC 6ve+e�crl �re�. a anm�31 : �2t _. .. �' mr fir uisanUorYatrrAlrm "tfdgmsnmmrSs r i,U arrs LUC SabiC.10gan Two Pro. tn,dod=rr3l.r-.urrz f2G953i33-;`m Carrt011-is #sthmd. E-o Mahon Report flair, a plv i,t S-1.116to EeNs I'LitalaT41til s mint Pa- m'aYEcb Ammil Tca UTe Awrom R91the ki, distal lli rdaida l oft NeNeaular, nr.N3tier; $ L9r T t.zmgau2n Dalrr In by ii ortlalMthi B ffi?YR F394fl11tA '1 Wi lids 11 oil �dvormpNn Uaem¢E%nt.0. punt. k7FI a Yes Yes MIA WA 2 oltr3NS 1 V of mulov A Us Woroth wit" wrinrs,emor Olde. 32)1_r2022 oe Yo MIA WA 'I vat ails 1. ;a t-Lna;'Carn"lorriiviloe - .J�':w2, 're9: "Iles; KA i 4 .7, ea5 tags,ills@W,ira-a..tadi h'W1:Ir d,Ca:nc%4R pdatts ei Ie'N2 Yes Yes NIA 11,4 5 kn2CMs n ga. high e'"Inh muss c@ irdet plate 12v11=2 Yes yes NrA WA 9 TLi B. WIA I eq., f. chines!. P(a 17111f= yes ': ee NdA NIA 7 TL20. W20 20 ga.b i-Atuor Fdale4 i2rim27. Ypt )'es NIA N!A FloHpa Deparimere of Bosilgess 6. Professional Rego attar1 Id',ugae'w :c9 BulldlnrpCodes and standards rr L'Ia'a - Pi odust Approval Application Detail ullii Cob Clot ri - D ad. Dd etaill w Tv'Tvok WrAot aEa .ufactu='tro ErtA1e Ii V414929 ei velld ided F car . i F;aC Awrwal pf=n] §Ss3us PIT L &ralrws r - - iiVr1x15im ."S'�hi 2nn R:oi'.i�«`aAl RNmrld-0si1s C;CbD � CnP rPos d C }, & �v' -s,� 5 + nx� ` cosaw anmr.:a:x 1:34I.e...5-e1717 ,5.� Ia agry-.;ilr"tV*H r9 rag „Wr.k4r F5Ai{,du�.rig4`,a addr,.... MAh J Carllde;allonour, U UAIJ ry,aAm a3,�rmreY. AIAI9pYad ilia 4esz ^^r€arece r[u Uea "---` t'�SL%E; 9 A Prearat Ifiellf. Mmulm or Narr $r-. i'Y rx :Zd!cwt Cons, E rb€"' pour pw HVU �[k gift HVML Rearigialt Eui-salryl 3=CMW LAnds e9amre Impact; Veryg '*,le Nins] a-dl Fr.�-s I.. . _' :1,4 Florida Department of Susineas & Professional Regulation Bill Ndorrg Codiss.and standards. Product Approval Application Detail malll'' 9 0 � IA¢1474 -awl .. EARN nr DBla, ;tea Laa'N !Mu' W, a292 Ixtt V-,-Ru d•• .. n,e Endlnaa s Lam ve kiet"d 0f vidi'llidij89= 2xie. 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NrA tl% nC sAsfndh,004illr W drl btlN 43 rq*QN Ylurr f011 '9.,R MO. Ronda DoparitY%a1r1t of Sidi 8: Professional R'egulatior, P.Irya.1 dr45 Building CiolesafBislanld rcls 1 ttoa, Product Approval Application Detail -. is,ilN tw _.-:.CE'iit t'�.e G1SYzr..FN1WIYM1n Mgt C"ad aardoest & Uecas yelid °r�iderr' vehilMM F6C: Aurrvn'wm11 51 2sen m - & I WCdn Lnd F'wNr. I'-s Aa Vu 11's^:r 17.Gr11Iu i 1eiL12Lr'�- 3, 2 -s P..dliae191 r I4lfl5.1? 1 Madtt r.d. A;rS'V 6541I111.1I p Adlnem'k ..:m-�E.rd1.I:u n'I ouvRr 4SS1a'.eiit Aim-d!Z2 Aa�t -rid fmf Uu Yoe , F rn �• e.!!v!iHatezat +side H5M2. Fes! F= CE n i ZIT= h3❑ yes M1tIA ;rfS FaeX "t`Yi� ra rag 'yes WA hi tier T"r dN I<1aan '.a1, 4 Yns Nf�A lr'•sA r10 T'lA, .1r.sti'rrl, CA i „, rr'id9 re, NV(A WA F"afr V rill* RI ,, CA, Si err, a r'en r.d F,mr. k!A Attu rk m ty, To 1 ,y1 Jd C, iA, Ywe H A PL`A .ca fa e K.`s. ,- 1.rAl Clf2*c PW Y. R% WA Florida parlmortl of Burs -Tess S Prafes5iansd Reguariorl B1.111d'ing COdfas and Standards Product Approval Application Detail Pug' 1 a - 1pi.fa.1 r , P r C1191tl�N.,.la 4f k S7,+ts �r2rteW 11.1F4 f*RRRIIRnfA. pm4 L�imr rC 'Id: �aa csr' lea tlamr d. a'-�-.sa ufi0.dnlNlwn y gptg ..a Armrl nfllwwC Anteo fig'gylyg( 'CJa...Lads [CC diet, ere pn-ti.-n 'BUafuar, kA H. -a.PE 10,11rr2010 ra11,r,.,4020, 11 -v.s ri1,',ppnasFd' r+'1y. a- 2n'r i401, 92,.1 t11f et-Aaro1Rm'A'a,- gidpia §axeaarrc. juee ndil�ra'alag Asearliz PYa U5. +YexerC tip r't-Nmr CP4uai E2&{ tpTa WAWA Wail al 11e aJt t'.reEaVLILR. 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Mo 1, 11.71.3117611454 9ubcabvIii R-l-'o,4nc's ,rrrla;s hill l'Ar elmrhti PE-3120 lepral Pi or the addling S" srre,r C AV anMeUaod: Evdun[I.sr R.Pert Ninon e RohdsFi ArdMlrk[rara Li-d Flanda Peorarar.ea €ngpnasr F OW 5901Rr P-luclx r C7uarar Assllsi_- A ❑red fa lies road far Use Avg - 1 Ali W pt` -. � t 6Yai',6� n Mrteo P_u�RrJ! -.. < �iilyriti Ei"Wallea @me, tux YHZ �.a' d$ }i1PV} FSMw e u a- FLAX! D SgeN-F.RJ 1e Ridge V'ere&gaot: Aartelmin r" 1`4Ns tax pdhad rii Welt's 121:11,,12 24 b Yas 04 iAPA from 0.M mlurrrd'sw.m FWid:a Department of Bus'urim & Profeedfloriall Regulation Building Codes and Standard's Product Approval Application Detail Page 1 m I IF25TA22 - ,. God® Enri a Date Dato Date Par'Idlne Date YgrisiC4a MatliditiQly- cq'mglt Emirwe, r&licgaitit_ ,..i FIN AiiiMora. VAN r nay. I 'hl I'll"I aan �+,, a �. I P I IAt'A a1�imFr, rqd„rtN,s 6L�C. 1 Morrow Water tiat.r. P.E. 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Y.a 4rae on, e�VA .FI!kIIts AF rLRY&df�Uvr A mae Farft "-t 4A:£8Sk0, ,n _. ,�-nc:h nl11s fr wi-M w N.M.a Ridge I.Hb,!<,d{ImJfkfll t'u alwt. ,Fray Imoa t0"t,VN7. tA$icatm3 ludiddidA FaeI Arlr'nA Aj1pJaMIA =,tyej ,or€,p: VelVeAI Aremulr rn`.-s5tf9G r mu orrrvp:'v7ovd dhh,"rmsis A_ej) Ioi,r one .Wraad Whited AudnNrlulra P r arJP, iP-, l&'M FMU &.iw lddwad Mo rem M. FUR March 15, 2022 a--F N O C- }I W N ^` W O Q O O L }}'' �n,� •Vl �r -tF 0 O 11- Q L O a) O O .V U- O _ > .� E 6 , Q /VMW! li ,0- . = /Vj��fS t% J..(_F a z z W J VIRTUAL'REVIEW ASSIST k l SIi Y� Virtual Fe . re -� Review com p .R I�lanS for compliance with Edition by Debra Ar (D E Z cya _W CIO > > L L O U O W L) CIO m = Q O L W C G Q A`J W Z J Z Q ^J LL SHEET NO. PA 1.1 JUN 1 1 2022 In c. ted and approved tie 2020 FBC 7th e Klahr PX2300 (D C_ > PGT lndusrries� Inc, PGT lndustries� Inc. C- 0 L_ CL 0 PRODUCTCON'TROL SECT105 (D 0 1 1 &05 SW 2 6 Sveak Roomm YA 1 -NOTICE OF A( C EPT-ANC-E: EVIDENC E 1---A-B-MITTED -NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED CIO -0 DIEPARTICEINTOF REGULATORY AN'D ECONOSCIC RESOURCESMXR) hba= flon-b 33 73-:474 BOARD AN'D CODE ADkM1511Lh TI�ON DIVISION' T(71PM�1-_5_��S%i N'(_)T_M E Of AC(__'E1`TA_X7CE: EVIDENCE SU131B T TED (D (6 1. Eiideuce submitted undtr previous 7111 Di. Qr.-kLrrYASSITR_kNCE Cn .- M -co U) NO T WE 0 F A CC E P T -A _N CE C-NO A) I I IF A 11114-4 9.0 a 2 X I I I a M.1 A. DR,4�11TillZUS B. TESTS (continued) I. thfiarini DadieDeparmmtof Reggallatory and Ecotiotnic Resources; tREWI� (D -0 0 -0 a 0 PGT Indastries. Tue. 1070 Itchnolop" Drive, die ftrvingsand wttions� �irt FBC.TAS2()29,4 Tv repc l L_ 0 C) 0 North Venice, YL �A4275 (Is'nbinifted wider V0.4 Ao. 11-010 04) Presst - 2) Uni Static A-x Test- per FBC. TAS 102-94 E. U11FRUL C ERTMCATIONS - LL SCOPE- 2, Drm-vmgNo.'_\fE)-_9_;7U. Titled `Vtslyl Slidling Glass Doo-&NOAA� ,shtl 3) Waiff Resistance Test� pill FBC- TAS 2 2-94- 1, Notice of Acceptarice No. 15-0528.14 is� �T to V ision Emusion Limited for then .0 ca 0 This NOk is beinegissueduadel tbroligh,21 0 4) ILarg, mi;�"sije Irfmiact Test pn-F'B1C_'. TAS 21(1114,� 4, E xrerior fin-usions forMindows wild Doors"'", dared 018,4315� 0 > Cn _0 E doe unacnitatton sai7bmined has been re-,iewed =d accepted bylkliami-Dade Conary RFER -Pro dill Conrad -Sectiola to (4,05., 17, signed and sealed by A Lynn Miller. R E - i-1 - c gr FBC Ml t tl� N lic Wind Pre�;ure Lill vile. - expring on 09e -30---19. (D Cn 0_ beused inNtiarnil)ade Comitv and odurr areas where allowed by theAuthoitliavinge 6) lFamed Entry T�st - per FBC TA' S 2 02 -94 2. Notice of Accept. anceNo_ 16-020 08 issued to Viuon Enrusion Limit Led to r their -VE. F U) �lj �, _ toin _oduc,I� ("ll 'r.�eg nol aljj& aft 11 tjj,_ el CLol Pj ,trL ijjljltL,�, e B, TES'TS along d 11 alm-ket; -up draliI,,-alani and installatran diagram of'vinyl shic glass door. prepare 1000 Tan 202 and lighter Shades tNou-AX-hite) Rigid PVC'Exttrior Extrusions for U) (k' Nhami Dade Countyjj aad'orthl li- ateasother thanMiauu Dade Ccl reser-i the ri'aht to have Thi,. L Testreporton 1) Uniform STaric.Adr Presstue 11 lejs� per FBC TAS IN 2-94 bv Fenestratw'11 Testinol Lib.11nil Tiest Report No, YTL 8549 A - ted 11 IM "I _5 squed Windows and Dow . dated 12-0& -s" 16. twiring on 12.19,2 1, pr o d u ct or m mesial t e st e .1 f cc rra a lity � a sr, u =-c le p u ip os. es - Lf d iis pro ditcr o r ma ter ial fu ils t o p etr-b n n iu cl A l C c e p T e d 2" Large Missile Inipart TesT Per FB TAS '101 �04 P. E (Tev reprort. revised cvmi '(14 5plealled by Ida mid024116' N, 3�r Notice of Acceptar cl� 154)52&15 mice )n Ex Mssicrr Laalited fDr then Inallillelf, the amor.ficrarer i aicti tbirl expease ofsach te"'i maid the AR I "1' suspend the use of such product or material within thes FLIER resilli the right to revoke dn� Section falls 'i '11(', 3) Qynchc Wind presswe Load in 2 pet FBC. 1AS, - 0=3�94 aloug. with niarked-up dfawings and msiallation d iagmrn of shditig glass door. pilepared 6- Test repon an I'�,AifliifKr.�fationT�es4,perFBC'- !AS102-94 � 1 1 2) Uniforra Static Aw Presitire Test� per FBC. T.A.437 20-1-94 "Brol Coated (Painted oi- Lamm'ated) Mike Rigid PVC Exterior Extrusions for Windows and Doors-. dated 0S.13,1i.expi oia09,3(VI9, acceptance.if it a determined bvNliami-Dade Cclunn"Nodtict Conwol rhatniis pm&xt or material t o by fenestra, lion Testaig Lab. hic RieportNo T TI. 8 1 17� 114 wt�,l 12:07,� 15:, signed and �,3) Water Resiamce Test. pef F Bi('_ 4 No-filiciez ofAcceptance No. 16-071 Zlial to ENERGI Fearstration Soltitions U$'j A, f the applicabile! budding codei� This product is appiaved as described lierem and his been de -signed w comply with the Florida Budding Code. , .'rest � sealed by Idahuis Ortega- R E_ "Teal iep-ov f evi�ed on 0215., 16 and 0 224`161 41 T Missile IrW2c t Tesi per FB r,-'. TAS -10 1 -94 1-argle AA 1w. for their "TAY3040 and Witter Shades (.Xon 'hire) Rigid PVC Extejior %, includinarthe Fli-:-j:iVelo-dyHurr_,-aw Zol DESCRUTRY-N., Ser-les 5:470.ill 701", VirryliShaloc; GLass Door (Reinforotc!) w,wo 9:01'& 13;50 coriaeri-L311, Test report on I' Air Infilriation I eaa� per FBC. Ti 2021-N-1 a 2)UTniforin St�lfijc A�,i Prts5are Ttl�l� per FB( � TAS 2102-9114 "4_ 5 It Cyclic Wind Pre-sqatre Loading T N , per FBC. LAS 03-94 . n dial and iwallation dii;qr= I:�,of viayl slidnig glass dool�_ prepared -No. '04 - 2 Exrrusions forNYindows and 1)1�oi dated 00/15,16. expiruig on 02, Cl i Noiiiici�,irl of Acceptance No� 16-07121,041 susued,lo ENNER('31 Feikeistiation Sislvtiki�ns USA,, "Bronze PPROV.0 DOC UOTINT: Drawing N Re- B. titled -Vwv1 Sliding Glass Door N0AfL_%,b,_ slill 3) Water Resrs-staace Test. per FBC_ TAS 20 1A b v F enestration Te st ine Lab . Inc. - Ties Reoct i F T L 8 5 5, 2 � d a t ed 12,0 -4 � 15. sign ed and Incc� for thea and Lighter Shades of Cap Coated Rigid PYC'Exterior -15 4' Large Mi Inipac-I T;st pet FB`k_ � TASS -94 sealed bv Idahnis Orteaa- R E ffest Ttiport rel, on 0 1 Z, U 16) Fin - usions for"'indows an d Dool dared OQ� l 16, expiring on 04,, 16,20, 1 thr! ugh 21 of 2 L nep t"d by mantifict-, 01V 1 2 1, signed md sts. led bm; I - arl dated M�05,,,1_5 mid lastrevised on A_LvnnMdk-r_ P.E,.. tvarnig the),lianci-Dade Count-yr Product Control Rr- ivulon staral- & Notice of' I ; "), C"i-hic W P*�,-:aal e Loadini��, per FBCjA1S 20s-04 6) Forced En Tes,_ tiff FBC- TA-5 2021-94 1 - 1'es; Tepart on I I T-7 Static Air P�resstue 1'cst� per FBIC� TAS _202-94 I - L--ar2e 1--Iii:sile lhtlaact Te-L- per FBC. TAS '0 1 -194- - - 6. '-S-4-otircle-of Acce-atance No. 116-0712A)3 iistal tio FNER61f enestration, USA, lions Inc, for their "'ON'litte Rigid PVC Exterior Extrusions for Windows and Doors— dated Accep-m-acenumber and expir-atzon date bv:he INilade Counry Prcl Control'Seection, - - - - - 21 -puir-on -a d ag -wc,4 slidirig gkislf- d-com Ixe; alougvvithiriaik 1-up drawitigs aad installabou vtiic Waid, Lo, WE 3 C Pre, adi sper FBC� TAS -94 0& _,lTex 02 1 A lissrLE 1XIONCT KXTUG, L ingo, a ndSma, 11 Mis tile Impact Reiistm nit �,ratril x, Alorigwithanrk 1-up d-rawtues and motal1ition diagram of %7ursfl slidmg glass dot prepared '7- Test repor-i ts; Nlo(sl_ 10-0021-792(A)� 10-06-;'�lll 535 753-09. per ASTME-84. Limitations. soled tor ldaln-us Orteg P E � (Tel reglart feirihed on 110VO4 16 and 0211 1 -20166) by Fenestratioin Testing Lab. fn-- . Test R&pon No. iTL 6638 (sianiples A- 1 thru A-22 dated -- I - sion for cellulosic A:3�1111) 1929 and AS"MID-635. issued bly EXON-1 toVisaon Exrnt 1. See table I (sheet es and table' (sheet D for applicable SGD unit sizes- design pressuves, reinforcements t�T , glass qPes� sill nser(see tables B-I & B_2L sheiti 7-8) and anchor hi) -cat sheet, requirements iii 11 thru 16 I � Test relport ort I )l ,Air Infil rration Test , per- FB C. TAS 2 01 1-1 44 Uniform Stitic Air Presswe Tesi lser FBC� TAS 202-94 - 11,1940. signed atid stalo,.�d, bv- JIl ��e A� Caltiso, P, E. itSubmiried itrider 010/ 6j) o, it nx TenalL -aup" a 6,uhnihted nnderN`0.4A-o. 11-6101 04) P40 %%hite Rl"C. Tan (Non-winte) Rigid RV and Brown coated (Paintedor laminated) white Ra&4PVC to be � labeled re6menced NIOA�s requifemeWs. 3) Water Re siaance Test. piff- FBC - TAS 0 -0A q I Test -report on Y A ir Inf ilmat ion Test. pff FB C. TA, S 2 0 2 - 9 4 9, Notice of Acceptwce No -14-WICii issued to Kurmy _America_ Inc. for their per 3, Em-ess operable doom must cinriplyuliathatin, clear width or height. pet asapplicAile, 4) Latge ?�: issile InIP20TIest pffFBC� TAS, 201-94 ,, 1 2 1. nifonn'S I afic Air, Pressure Test. pe-j'_Ff3l 202-94 "Sion'tryGilast (Clearand Wlitte) Interlayjpt"`� expiriag on, 107:04-i'l S. 4l, P�cket walli; un&-r separateapprol to be revimedby Biulding official 5) Cyclic Wind Pressure Load ing per FBC. 'LAS 203 3) Water Reswaitic-le Te-st. per FBC_ i-AS 202-94 9. Notice of Acceptawe No-16-1117.01 Lsstred toKxmv America- Inc- for thm LABELING. Fachumislaall bear a permarl labe-I with the Maud-4ct"ee7=ouame Or 10LIFID. City, state and series and fbtlol�k,ing sfttemein.� "Niial de County Proicinc.tC nou-44 Coo eiia- 6) Forced Entry Test - off FBC - TA S 202-94 long,;%I" tb rivitked-u dratvingsand installatiot diagm:o of viayl slidul5a last door. prepareill -d r 4 "') Large Nj; fissile Impact Test per FBC', TAS201-94 -,N'i Ctiric c A�'it,id pressure Load mig per FBC Al"AS 22031 94 --T rosifolt "track-ar. Clear and Color PVB Interlayers"'. expm-ing on 07!08.,,19. W IRENE11 AL of this'_N'0�k shall be considered e,,ft- a retili application b---- been filed and there has been uo gr L-* Irt-c- Test Report N . FTL 8-5.4. dated 12*4,15- signed and by Fenestration Testm -a Forced Entry Test- per C-TAS202 -94 F. STATE- TS MEN change ia the apphcablebuilding code aegati%vvbl� affecting the per6ol ofthis product. TEMN112�A'no-N ofth-is,3410A will cc cLr after ther expitaii-an date or if there kasbeen a re-%isilca o!r Change m the t - sealed by Idalmis Ortega- P� E. port rev on 021 5'� 161 'Terst rq red + Test report an 1).AirInfiltration Tesi, pe%FBC. 1AS 2Q-94 along With uIZA-erl dlawing's srad instalation diagram. ofihiry! 511ding glass -d repared oor, p by Fene�=;tralion T. , t mg lirc -, 'Test Report 'NN 0 F TL 6-3 3 7 (samples A- I thn- i A - 51 dated 1. S tatemeitt letter of conformance With FBC�5 1k 11 d1tiou (2014) aad FB C-6 Edition y maiaufacturer. dated OV141 IT s=ed & sealed by Lynn Millm P',E (2 017 . issued k - materials- use. andl'or mavinfacture of the productorprotew 'M-suw of this BOA as aneudotoemetnew of any product, 1) 1 Tudbrin Static Air Pms Test � pef FB C � TAS 20 21 -9 A '0610. signed and bv jorat A. Causo. P. E bodued under _V0.4 No. 11- 2!, Stateniew. letter of no financial interest. dared 0414 & IT issued by mmufacturer. simed for sakn. afterwingor any otherpurposesshall automalfically-tennim te this NOA, Failure to, complywi, lilb agy r5 . nce Test, per FB �C � TAS 201-04 3'��, Water Rest ti 0io 71 0144 & sealed by Lymn Nfiliff . R,E,� section of this NOA ilijill be cause' flor terwinatiou and remoml of-W-OA, 4) 1-uge Missile per F'BC. TAS 2101-94 1 Letter of lab compliance, part of the abol; 't test rti -T: The NOA:anntmrptecededbn� the words, -Nuhanii-Dede Cotium Flonift and followed by the XDNT_RTLSE_Af E-N Cyclic Wind Prec Lo I - - M FBC_ TAS 201-3-94 5) ti aaug C CA L C - 17 L, k 0 NS. 4, RER Tesq -11roposa I No, 17-038 1'. dated 055 �051 7- signed J I sbaq Chaada, P 1, UY expiration date way bedispIaNlecl in advettising Ureta. tore, I If any portioac�lthe NOA is displayed- thea, it shall or. 6�), Fol ed Eirriv Test, vef FBC, TAS 202-04 - !C" ` o sl=r nd%r&js� coinplyiAQ, WithFBC-2014. I Ancli ,dicirlauans, and wul an.. done in its entire- M-e la along w ith maiked-up drawings and imstallation diagram of %inyl slid " le ss door. prepared - Z I n- - A aud - r s�iped, and sealed by prepirliGTdated" 015 G. OTHER LNSTECTION- A copy of this entire'.N-Oik shall be pro-%ided to the Ujef bVLfhe uunufacruier Or its. distributors and e b y F enestra r ion Test ing L ab. Inc., Tes It Repo rt NN o, F TL K-5 4 S. d a t ed 12`:04 15 - signed and - 1 . Notice of Acceptatice No. 15-1210M. issued to PGT Industries. for their Series - libiall'br, ovtalablefi,.�: all jae I Lle I ), ica-led by Idallius R E (Test ieport J ou i j 0 _7 1 (5 I (.i 1 "-g with A$11%ffi - 1 30i N'mv L_X1lI,,expiria2 ori OC14111111 This NO -A revise� & re news'NOA-EZ 0-041-0.05 and cLeasisi of thi&page I and e-�idawxce pages E- 1. E - 5 & E _05 a s w e 11 at. ap pro val doc ual ini o nedd ab cl I 11ha q I C Ila ind a P lE I-hul L Chanda, PlE. liltiq L Chandim, IRE TItie, saboutilfti doic-toneriattice wassre;,itioredby Isliaq L Ch-ani Fl� Droduct Ca-miroll rill '�",uperc-IZDr Pro d U0 r (Lourr ol Uait SaptrTisor Product CoutroltnitSupl NOA N-1h :1_02*01___�01 EspiratiiauDate: Apil)_16 NOA Nil Elpiraniolji Daw .,,�Prfl 14'"01.16 N -No. 214).'OS,03 Expiration D-aw April 14,1101.16 N-0A -No. Expirmdonl),riw April 14,12.9.16 &I'llsIlL Apl Daw U_nch 2-5. ' Appro,va I Dart: NILarch !a', N."I ApproralDsw jillill 1 -0 Approval Daitir."Aiii :ri .011 Pair* I E -1 E 1 -3 PGT Inclustrie s. Inc, CGI Windows and Dol ljic� PGT Tire- NOTIC I OF ACCEPTANCE: EVIDENCE SUB11-IT TED -NOTICE Of ACCEPT-kNCE; 'jEA-MENCE SUB-NITITID Efjjb',s�"; Lj==",�(_Z�VB 2- Evidence Submitted under prievious submittA E. -NUTERUL CERTM( ATIONS, jil-outinue) 3. _\ew Evidence -Submitted 5. Qmanex P af t S Mg ri S Rac ei - S ra g d a I'd col lying w i th AS TIN I C F5 I S 1heriml C o nd i ic tfl, A. DRA11:1NGS 0.813, 1 1STU-itil ht--ft1_T_,kSTM F 12110 1vk`%J`"rK-Pas_s_ AS'nM D `P�)19,5 Ox�ygen-Pass, ASTNI E A. DRAWING�� 1. Dranwinf al NDD�_55 5 -10. 0 Rev B. Lit led S lid ing G las s Door Till A (LN shett s, I 190 1 �G_ Dun, tnlit v-N! o Fog-Rass. (S'tibn i irted Effm tier pre, lo r; s NO. 4 No. IS 0 3) 1. D r awin2 N o XII) -5 5 70. 0 Ren - B. t it led - -Vi Pr011 S lid m z G Lass D oor N 0 A (LIN f)f shet; s I I through I of "I. preplaredbyumufacivrer� dated M�0�1 -and last revised on 6. Part AST214 C-518 Tllemlal:Con 2.1" BTU�iri" Cn 04!221)12,01� signed a nd sealed by A_ Livnia Nfille.t, P.E. Qiianex jhlrajilt complying with ictilIry signed -.md by A, Lynn Miler RE. �w t ASTM F 1249 AYTR-Pass- ASTNI D 1434 Ara-= Pernie-ance-Pass. AS-1vi E -sealed Note,- This revission consists r-eDlacm-1 of saine emst= nistallat on screw withfIat head. B. TESTS 2189 '._G� Dunbilitv=-No Floz AST-N-11 E .5-46, Dew Polt Develoonlent -2 in 48 hrcF 1. Ttst reports on. 1) -kir Infiltiation Test per F13(% LAS 20-2404., panoila.V0--i Al'o. _75-0409�03_). ills 2-) Url Static -1-Ir Prev-sitre Test Load, - per FBC. TAS 202-94 -trusions. Ltd- Parts complyrikg �%ith P`t,7C-A_A_1viA 303-1. 1. Voluntary Specification Vision Ex B. TESTS L Nol 3 1, Water Resistarict Test. Per FBC. TA Sr ' o-) 211- -94 for Rigid Poly-vitly) Chloride (PVC'� Exterlor Pocif dies for Vision Extr"I'l ons. LTd,,ATEX- I by, Large IMmile Impact Titsr per FBC�. Ukls 2101��N 5) Pressure Loadirigper FBC., TAS 203-94 AA)AA Fenestration Exterior PT-0fille Ceri-ifica,ion Proszranl_ t-Submined under-Y0.4 No. 11- 040A 0S, C CALCI A1110N. Cyclic Wind 1 �Zxlftrsunrl� 1. Nione alm with markedup diaikings and installation diagnan, of all PGT Industries, lisc� Ill 791 983 I 8- Vision Ltd Dart s convh�ula �;ith 1aN-(,AA_'NU 30-3-13 tSu kilit.fted undel No. 1540 44. A tepresentar Imi-listed bi and testediloqiialify arid.Dowsil silicones. D, QUAUTY A SSUR-ALNCE prepared Fenesm-trationTlestiag Labon. rory� Inc_ Test Reports'Nio.� FTL-7891r.. P,GT YW5525%I(.`1l` F Iiied ab 6 iii 4 9, A!"C-AANLA, 303-13, Voluntary Specifill for Rigid Pol,��il Chloride ii Exterior IS', Ltd-l-VEX.1 jc� i 1:11 NU EzJejicir P f2 Profiks for Vision Eftrusioj' �AAIN A I C I Dt*�lirtmen I of Rrg�,tlatclry anlid'Ecorlopi Resiourc-es, (RE314V Xiiii proposall. FTL-20-2107.1. PGT SGD780.kb=iwxm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Pio_w� T 2107.2, PGT CA740 Ali= Otjts%�l Caseinent Window (unit 8 m proposal)FTL-20- i. ti-ince NTo, 18-12 17. 14 issued to Enig - Fenestration Muriel USA, bc for 10, Notice of Accen, F IL�.TERIAL CERTIFICATIONS C0 210 73. PGT PW'7ll A-lutiaiatinn Fixed Window (unit 9 in litoposal) and FIL-20-21 107.4� their -'Tan 3040 & 4211t shade Whilt"t, Rigid PVC Exterior Extrus"s for' I Notice of" Acceptance `4o 19-013015,421 iss to Kmat-ay America. Irk c. for their Color PVB Glass Interlayti-s-__ Ultraclear. Clear. 01MI124- > PGT PW76220A Alunnnum Fixed ATindow (unit 10 in proposal) dated OT 131120- all 5igned Windows and Doors�'. P_xpiring on 02�04 --2 1 and expug on 'N 0 and sealed by Idalans Ortega. PE. 11. Notice ofAiccewmice No, 18-01"'02 isstled 10 E�tje,M FefjV�rjatiojj S'01101011, TJ�SAL 'If for "'Whitte for''Windowsand Doors�`. Notice of A cceptance - 174 a o Kltrayav A� merica, lric� for � -W Whitill Glass Interlayet-', > their series Rigid PN"'C expinrig on (Clom alul g On - expaul 5- ca� C. C-UCULATIO-N Not 14 3� ice ofAcceptance --o- 19-:111 106.10 issued toVisto-11 Exttustow insited frcr ib& Brown I Anchor verification calculations and structural analysis- con iNith FBC Notice No- 10-012103.0".1 issued o Energi FietsIt"tratiath Sci'lotl0a, US''A' In4c for atilad (P- --d o r I amma red,� Al lor Co. aiiii Edition (2020')� dated 04211'2120� prepared by to amifactu-ser. sipned and sealed by, their -Bronze &- light shade cap coatW VA-Irito Rigaid Pli Extei-ior -Eirrusions for a tid Doors txpiring on 09 3A 11 AnthoriyLvrin.XlWer. P1. N,�indoonxsandDoors-_ expiringum0471-6.1-5- _0. 4. Notice of Acceptance iN -110611 issued 11i'Vision F_xtrusioas Limited for their sinies '10,12 2., Giazing coinplieswith AST-ME1300-04iii-09. -121 and -16. -VE 10010 Tan and lightio Rigid Cellular PX'C Exterior D. QUALM ASSURANCE F. STATE]U11\TS Extrusions for i�'mdows and Dloors--_ -expirraq on L Statement letter of condfortuance to FBC '74 Edition (2020), dated 0+2'220, issued b,; N,fiami-Dade Departnientof Regulatory a -ad Economic. Resi ITLZ.Ex), matiulfai soig-ned ZaA sealed biv Anthotr,, Lymi Miller � P - E XIEN TS S'I',JkTE_ E. 3LATERIAL CERTIHCAT ION� 1 Smelmut letter of no financial uiterest atid of midependem- issued by, manufaaw-m- dated 1 Statement letter of e 40 YBC 71b E(fitiou (2010), dated 021-_U21. issumed bv 1. Notice of Accepratice No. 1"304--A-1 issued to Kuravay Amer'". Inc. flor lb,& 04,1&M signed and sealed by Amhcl L�mp P-_E� nianufactimer. signed and sealed b�,,, Anthony L,,Imi Miller P F "Trosit'i Vin-acleair, Clear. arid Collar PVB Ghtspis Interlayei ST I. e% pumg, on a beling A -e 30� ia p 6 by 1. Pl L. dociament berl�,,��t m P&T_ dz ted 03, -ling Azteement dzated 03�08--,l betweleu PGT Indi es- Inc and C';GI Private Lab-- ICU OT08.24, involved pwlie& Idoeal and Dloorsi lac- �,i m-ed b-, Deas AML Ruaft P.E., V.P. It"s IN1,1111 on of 'll - - 0 M A �-0811) Is 2,issited roKuraray Amerlica.lim for thielf Notice of A ectprarl No, I &q "Sento-Glast AX-Wte) laterlayl 07!04,223. both crampail =3 < K lear and Glass expil on G. 0111ERIS 0- 3- Notice of Acceptance No, 18-1106.10 is,_-aed to Vision Emp=ions Litnitrd for u m ""Brown th L Tb�isNOAi-e-;-iseqt.=NOA,��-,1'7-042O,(t6(P'� G. OTBBITERS Coated (?ahved or Larninated) IN'like Rigid Pil Exterior fill UsIcals f for Windows and Doors". expring on 0-0 3&24- mqnring,04 2 1 -2 1 11. RE-PITest dated 01,10,210 byIsbaq1. C'banda-P-E-expiringg 1 Tbvs':N�C)Artestes 04�14-26 - G file �11-026 01 owl g 14;26 2. The cuffent associated PL-A, C"I 5� 4, in 04! JUN 1 1 2022 1 \//?,A 4. Notice of Aic-clWance No . I &-I 106- _1 1 issited! to Vision Extmdons Liniiied for the ir propos&Oil,9-1155, approved (W142 2 1,, VIRTUAL i_'EVi1A' ,�IIST 0 LU series -N-L DNOTau 2,012, and lightersUde, s ("Nou-NI'llite) Rlgid Cellu1w PVC Irm-lorExtrusious; forWindows and DoOl e�Plttng 00 11,20-211- Virtual F,�_,/Iew Assist, Inc. Review < ans completed and a roved IA-,Iq 1. Chandi� for compliance with the 2020 FBC 7th Z Product coutrial Unit Super-ilor X0A N''O. Z 1-0,20 �.03 Expiration Dart-. April 14,20Z6 Ncl� Edition by Debra Anne Klahr PX2300 < �Ntl Expiratiou Dai*� April 14,.20:6 Approri I Date: Slarcili !;, 1011 -1pproval Dow, Uarch .1.4, 1.0:1 F E SHEET NO. March 15, 2022 PA 1.3 1 ISO /.i:=-I-------I-I,', Z, LT -Ec " ` O" ... ... . -1 N C" \ TtLLFr TESTING & ENSINEERIIYG COMPANY - --- -- -- ---- - WAT TRIR A. TTLITT, a, ?-E� all M �I�pv C IL17-1 L-N,-.Wrt, PRIM0 -C-TjEYALUAT-1QXnF-QJR1 REPORT NC.: 204728.01 DATE, July 28, 2020 PRODUCT CATEGORY- Shutters PRODUCT SUB-GATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STDRM PANEL MANUFACTURER: 4800 S.W. 51 Street Cia,ilia. Flodda33314 1-PV"-Q$E-QF--EYAL%1,Al This is a Product Evaluation Report Issued by WitaKer A. Tilik, Jr., Ill (System ID # 1 90C) to the Global Protection Products, LLC, Rule Chapter No. 6IG20-3, Method I D of the Florida Department of Busirreas and Profe"lo" Requital *n_ This product is being issued an Evaluation Report as described herill and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to veriffy that the product Is for the purpose intended sit least equivalent to that required l,iy the Code, This Product Evaluation Report shall be subject to review and revision In case of a Building Code aari that may affect its limitations and conditions 2. EVIDENCE SUBMITTF-D, ZIL PRODUCT 1TVALUAMN DOCUMENTIF-F.D-); Drawing No. 20-176, Oiled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of,26prepared byTiltell Ill signed and,scoled by Walter A. Tllbt, Jr., RE.; dated 07128/202l This drawing is an integral part of MIS Evaluation Report, 0"Ji Ii el�tVk A, riz ?"i L �, - " W ......... 0� % - -,�N-`,\mv I- V, t. � , -- -,--- I lk- ,- V I ,�., ... . T 11 �� -:-, V,R- . ,:ft-- - " ' %� - - f- -, k 44167 % 'zX -� � 01, Z *� , '-,;�' I", III . , K-1110111�S I -* - � *:E . - - - , . Z 7' -- � ' 4'-!J'�` -1- "ill"I'll-4vi- � .B, $-01- J " ct. Ir ,In I . (" � ,,, �,"-" 41:lini'l I,"", .-r 9� � ' , � I ,,N'ic "4 '$4'1�/ , � 'n , 6-15 5 N.W 36th Street, Suite 305, X, ami, Florida 33166 - Phone: (305) 87, 1 -1 31 0 I �& -h 11 4A 'Fu �J W ,,� )000ll n0DKCM1K % AL uK'11oN-KXKd I t'L � f IL C I -20l , 11 22-Tf.ST REPORTS: Large missile inx of and fatigue loachil were performed under Protocols TAS 201, 203 as per section 1626 of the rionda 8vildIng Code- I hinilbrin statIc loads ' as per TAS 202 Prolill Test reports Preinared by Hurricane Engineering & Testing, Im-, Roports # 965-1,�69 dated 08110pri ppil #04-3--m`0 I 011III I Kil",F, #46-T30 dated 0612011Q96, sili three signed and sealed by 146llirtor NI� hisinill,ficIll, RE, FarlestraWil Testing Latuoratoll Inc, reports; # 2032 dati OV-1611998 Eind A 2126dated Ill 998 witnessed by Glilber.t Diarron-d. P.E. and Report No. 0219,01-09, dated March 4, 2009. signed and seafed by Edmundo Largaespi P-E. and Henry Helftem P E. Tonsile test ral No� 9CIVI-1197 oy M Metallurgical, Inc., dated March 13, 215DO, signed and soaleri by Frank Grate, RE, 7-3, $TRUCTUk-A-1 GNGINE,F_R.Vl I > � -C�MII W, Cin 20 Gage Gahenamed Sled Storm Pal for maximum panci fungth �va, des'lon wind load. as vvpl� as maximum arepor spacing vs. drisi -- %ner g- i load and pil length based on rational and comInErative analysis, anc! Ur accordance with ' - section 1616 oftbeflorlde Building C-as, CalculaUonsp,reparedb�rdtaco,ino-t dated 11103108arx!0311015, signedarid sealed byWatterlill Jr., P.E. 1 MM&E-U) � . KEMREM� " 5TAll Large missfle lrnp2d undarseliadon 10215 of thie FloridaBufldlr[fi I I riEll' TAS 201 Protocol. 4. WND LOADS RESISTANCE: � 20 Gage Ga vanized Steel Storm Panel has been verl to sustaln wind pressures Maximum panel length shall be as Indicated on shil 8, 10, 14,15, 16,19,25 and 2fl (if 26 otProduct Fvall Dcr,,uimnt(P E.D.It,,dravving No. 20-170. fvlaxOrurn Andior E,'�plllcllnig s4all be as �Tlclilcalml oti shisets 8,, 9, lia" I 1, 14, 15,17, 143, 19, 20 25 ancl 210 of 26, of Fired ucl inivaluation [�Ilciculnenillt (Ill!'X Lil'), dreffing No. 20-176. 5-AVALLAT'lION- Installation short be per,ormed st-c-ty in accordance lil 11--filds Indicated on sheets 3 thru 7, I 0 thou 20,23, 24 I 26 of 26, of Product Evalluatil Document � (I drawing No- 20-176, K-1:n1mi separation to glassahall he as - Indicated on shools 8, 14� 116, 26 and 2s Of 26, of Product Eveluation Docurrient I R E, D,), drawing No. 20-176, '01141111PIO'll"ll _�t4r 'A , N T1441�, , - ! i , %- * " --.... , l�� -72F - . . V - - � - . Ill . . 1P , I - � e;�Ix- '--"- I '-, . , . S- . - `- - � - � I �- -�� r --1 - -� '--,' - -i,q � � 4.4167 'I it - - L". � -XO - 11 : ,,, M ,� - ; , Eel - * � ,, , a �-e�� - � -, � x ,� 'or� 5,trAl OF ", - il� I I � I I - I- - I` - 'O, ,�il 11,(l, � '3�-tk', 'il �'�,",��" 4r *-,t, . 'i ,�, , -f- 1---,",� " -11"ofopI 1�1 Noi"11*1104% MDUiMT.Al�[,�AfA)"I�l!QKL2LOI-ZEB=#m 3 6, MATERIAL -QIAARAQIEK$,TIGS AND SPIECIHC�� Shall be strictly in accordance with General Notes and Components incir-3ted on sheet I . 2,9nd 22 of 26, of Fired l Evaluation Document (P- E .0,), drawing NmZO-174. Anchorspeloffications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.Cl.), drawing No. 2D-176. 7- UKITATI-CINS AK-)--Q9MMQ-1lllK� 7. 1. She!.- be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 26, as well as General Notes # I thru 4 and I 1 thfu 16, fricill-cated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. M176 prepared by Titel Inc� and signed and,sealed by'Safter X Tilit. Ji P.E. 7.2. Product may be installed within HIGHVELOCITY'HURRICANC ZONES as defined on secton 1620.2 or the Florida eutdri Code. 7.3 Product shall only be instaillad into poured cencrele. concrete blocri, and wood fia-ate, structures. PlIoductEvaluction Repert prepared by Wa[lel"A. Tilut JI RE. (Florida License No, 44167), president of I'dieco, finil (Florkiai CA415i 19), ...... MONMi .... I'll "", L N, J144/ ,,, .,, I�L ) "I ,,, - ..... I ,/ , V � �� i'll . �'� - :i� ". * *,Y, rh & " - ;9 I` � ,F .. I I , , . " ik - - - i . 1--l"'.1 N 0 ,r- �---�-7-3. _ , 44167 Z B . -, -,- �_ L, '. "Ill S I-, i, = il * .11 " I '7�q 'F� -",k " r��,Iri, .;",01' 51 9TS G: ." z � - -L-�--..- ...- -llil , I, ----E -7*1�,�, 4F �ali`111 I � �� '. ! 10 ��, -4I '. ;l _ I .. � , - � - 0 ,,,, 1, "Ill I tl,,"", 1i - V�;,$� FilmiltInli -VVI D:k T LTECO AUMERN RECORDS � I E P-7i 20 i (I PROTECTION Pli LLG, 2- GAGE GALVANII 5TEEL FEIRM PAI ORWC4211i 761, Fill Al 20-,OMO� � =/ . . . . . ...... . ......... . ........ . ..... . . ...... I ............. . . "-,- . . ....... I -I,-, - N -1 Z-1�.111.1.01111111ill TI�m�'E'11'1"(�7";�C�)�'ll�Ill�11,1"1111�1.1l' I TILLIrr"FESTING t ENMMIAEZM�1116 COMPANY - -- WALTE-B A. TU-J--'R-. PE. PRODUCT ENIALUA lill=�Il ,TIQNY n F-T ik--9., �,irl "ORT I I0.,�]-,�)�",rl� REPORT NO�, � 29-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: ShUttil PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAMII 24 GAGE GALVANIZED STEEL STORM PANEL MANUIFACTURER- Q1QbffLR1W-eV1Iqn-Pr0dUCft--LLC 4800 S.W. 5-1 Street Davis, Florida 22-1314 ' L�PURPOFQF- EIVAUJAM N �, This is a Prod�uol Evaluation Report Issued byWalter A. T1111t, Jr., P.E. (System ID 9 1906) to the Global Protection products, LLC, Rule Chapter No. 61 G20-3, Method ID of the Florida Department of SuMness and Professional Regulation. This proOl is being issued an Evaluation Report as described herein, and has been verified for compliance in accordanclevinith the 2020 Seventh Edition W the Florida 80fd1ling Code, and to vell that the product is for the purpose intandad a', least eqolvisiont to that requ4EId by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2�110V-IMKQE��MFTT�- 2A.-PRO IDUCT gMVA'T _O. (QNPQCUMFN-T1P,EJp�),, Drawing No, �0-1175, flifed '24 GAGE GALVANIZED STEEL STORM PANEL"", %hel I thru 16 of 18 prepared by Tiltecol Inc.; signed and sealed by Walter X Tillit, Jr., P.E�� dated 07/27i2O2O, This drawing is an jnteRK,Vr",,J�,,Is Evaluation Report. "k � J"t ��/� 1"O", - ". " I , '. -- - ��- Ill ..�� -" -- - ", . -�-�--- � � ' - -- -1l �---4-1167 " I - . � �, -', �;;-7,A":� T = � * : * -� --" .... �1�-`,-:,� -- - II Z �-, S ,I'. S`TTfg�'G� -'ll - ii; 1;i 11 - 4k�,, , � Z11 - li 0.� ,%. N 0, r, t 13 ll', � -, I k,l 4, ', � - , .. , " 6cl` - � ��, IIi; 615514:Xill 3ii Suisi305.1dimu, Florida33166 -Phol (305) 87I-I-W2I5ei,A'WJ','i1K-l531 tg,Q,t).U.LXYALLAUUMAEaW,-ND--U--M7,]N 2 2.2.-IEST REFORM: . Large missile impact load testswers, performed under S.STD 12-99 standard as pi section 1600,11 �2 of the Florida Budding Code, Uniform static loads as per Section 170I per ASTM E-3W, Test reports prepared by American Testing, Lab of South Florida, Repol 081A�01-01 dated 0,31111ill witnessed by William R. Metiner, P,E , Spitz Morfiz, P, F. and Henry Mariam, P.E. and Report No� 0219.01-09, dated February 25, 2009, signed aid sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.2, Large missile impact and cyclic loadings per Protocols TAS 201 I 203 as per section 11 609.1-2 of the Florida Building Code, Test Report prepared by American Testing Lab of South Florida, Report No, 112101-10, dated November 23, 2010, signed am sealed by Judo E. Gonzalez, P.E. Tensile test report Nil 9CIll 98 by CC Metallurgical, irl dated March 13,2009, signed and sealed by Frank Grate, P-E, as per ASTIOI E-8 and Tensile Test as per QC Metalurrilcal Report No. IGKM-1348, distill Decom"r 1, 2010 signed and "ated by Jerry Jaciotano, P.E. as per ASTM E-8. 2�3-STR- -9".L-RAL-FN.WNS.RRIWCA.J-S-UAAUDB% On 24 Gage Galvanized Stile; Storm Pal for maximum panel length vs. design wind load, as Well as maximum anchor "ring vs. donign wind toad and panel length based on rattanall ,and cornicalrotivis analysis, and in accordance with section 14304 of the Florida ButildInt .1 Code, Calcubitions prepared by Tdtl Inc., dated 12118110 and 08/2713 (for this revision), Irgl and sealed by Walter A- Tilift, J,-, P Ei 3�MSSILF IMPACT-UWTANCE: Large missile Impact under section iWil of the Fiall Buil,dirg Code, as per SSTD 12-99 Standard and TAS 201 � 4,W- "D-0-AD$�0WEAN-C-E. 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indiosted on sheets 3, 9, 10� 11, 12 and 17 of 18 of Product Evaluation Document (P.E,D,',. drawing No. 20-175 Maximum Anchor Spacing shall be as Indicated on shestil 9110,11,13 thru 16 and 1 8 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175� 24 Gage Galvanized Steal Storm Panel has been veriffed for code compliance to work as a nori-pol siorm shi,itter Easel as per SSTD 12-199, Standard, io�qffillfoll . A # ��, A, INN , , I - 1�. 4 �- - - " r - 1-- 0 -P \r,ENS,"- 1 -49�- V e *I. � -I-_ ->== . �ll -- �� S - - - -7Z - : - "; � -zm 6 7 "I I , -7,�-' - - ,�_ ��, ,� * �*� � . = I r iii� .-In -, ... " 4i, " lill, -:p �, .�, , � ,ii, ,� , " � I 0, �, toPi ,- X��. 1. " " , - ,,',.,�Syoi��c , 11114I I . fRl YAL1LkT1WLRXfQA-T?W'O6 2 7"t 3 5.�A �T I 0 W.- Installation shall be performed strictly irk accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 16, of Product Evaluation Docurnent(P.E.D.), ,drawing No. 20-175, Minimum separation to glass shall be as indicated on "I sheets 3, 6, 113� I 4, 1 5, 1 6 and I 8 of I 8, of Product Evaluation Document (P.E.D,), drawing No. 20-175� 6. M-ATERIAL--CHARACTER(SMCSAND-APEMFJCATIO-NS- Shag be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-171L. Anchor specifications shak ",as Indicated on sheet I of 1 E, of Product Evaluation Docurnent (P.E,D,), drawl" No. 20-175. T-LIWITABONS AND CONDMQNS OF Il 7.1 � Shall be strictly in oarripliarFoe with General Notes No. 1 � 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (Ill drawing No. 20-175 Prepated by Tiltel Inc. and signed and seated by Walter A. Tlillt Jr,, RE, � 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Florida Budding Code 7.3. Product shall only be Instated into poured concrete, concrete block, and wood frame structures. Product Evaluation Reloeft prepared by, Walter A. TIRIt, Jr., P.E, (Florida License No, 44167), president of TIfteco, Ill florida CA-WO6719). MTV - D'�-111-,F��F�ADMd)NRECO�4,L�SliP r,PEP0Rrc1 GALVA=IMZErS7FFLb7ORMPAN�L�DRViq#20-17C,� -.- ��-.....---,---�,.-�'..----.�,��,��,-.�. ..- ,.--,--.-- -- -..-----'---- -.,--.�---,�------,�--�--�-"�-----�-.�. ...."�,.-.�-��,,�----�--�--��-.---�--�-.-� I � 2 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS . � QENERAL : P, 3:- � I-CiE T111 I-Zkir �il` � 0. Mi C�O�KkElrt 11,11 L' , -�KCl �P .0a-' Fli H ,0-1C n� I�C I IS""ll,; - - Y2- - - I . 1/4i 2/4, 3/4, 4/A. SpI 7/15, 1 - . � - E 0QUk1M-ZLQW-Q%&ff=LM=-=ft(-ftW-S) Ulsi W4 L �K�DRS �-�`l BE LO�C. "NOLnH �1� RL1,C11 I�C .1. �MO�-< M..� slll� `40�s I - I i hill Il 2VI 3W/10� 4WI10, 6/5 1 5T V ll`�Z %tWl " Tt� M�� I E�AL�, �M --1 NEW. 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('IT A;,N,��.- , - - '0,-' SWITE 441 et- � F EONwhliEewNat ExPRE:ss- X PRODUCT F-VALUATit3N REP September 15.2020 ARLI h I N 1: D 11 I III U r Eller . j[,Zjft�,.j - R2 rzx flrojroEFIII Nijithibw 210I III, I; 54 3 Product Manufacturer All Arnericao Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach Fl. 33409 Pi[n!:wi:a ai"°tNm,rFno&[)eNi+fIOiAvI 24ga GaIllarnizerf St al Slope FFtlar,CWl4 Laren aslie[alinpaclResistant Scope of Evaluation: Thic Prodod Evitilletion Popoll itt Nillnii isaved III arcoidaril I the HatilkeirMiriN A the Froads .elparrmot of arliginess and PotteEl RiAgullill iftlida IOUlliflog Corinvalisionji Rule Cll 6IG20-1005, F A.C. ' for stalewilde acceptance per Method lid) The produdiricied all has been I tesled arl evaluated As summarized herein to show compliance With the Florida Buldirig Code Seventh Edition (2020) and is, for the purpose intended, at least Equivalent to [hat required by the Code Re-usualuation of this product shall be requined OuPowing perfinarg FloOda BEN" Code modifications or trAiI.Iiii-s' Substarilliliagling Data: . PRODII EVALUATION AqC.UMENTS ='hg #20-31,143 Itied '24ga Galvanized GBMEI Suarm, Panels jjlH,MrI_- A EABrihTVHZl' sheels t .5 y EnguicArEric EAP'll `Rgeed & �afed by Frank Bennardo P E, 1% an inEigrol pan Of this Pit trNultibn Report . TEST REPORTS =_Italic. structural pri,,loirrul FRI toeen tested in accordancii with TAS202 him standewth, par te.-if (5)"#BT AE;I by Ell-k-at-Tes-lung, Inc L.arge, RusHille unded resistance an 41F, 1-0I perl,rEEETIEL EI been t-1FEd Alaccoidtan-F0. 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IJ I rl a 't T. iGL(iEM1ii. 11k,0TECTION l'TCIClUCV3_ LLLC� 4 I, � ILE IE'�II 4i� £4l,,plEEP'l., IT .AAAE I_ , � '" - I .1 . 1� Ill,, ------. r. -- "I — - - 0 F� _t d -; 1-,Jt_ -h-=- - � - C; PAiLe 2 of 2 AIN IIIIIEE6t,in shone'; End (ilaNt Ilga Galvanized S,IeiA Siurin. Piinek No 33EE ir,NiTcase in allowable stem has been tecen TA the diell W NEAR produid Separation Role I; ,gazing is -,A --itarcedfo,NrTA.ffa1AEriN, outside of viind zone 4 and ElAse-Nal (a.lifi- Impact Resistance: L 111111IIEHE, lmpacg liti-IIII1111hriclit iill Dow dwiritIlil'Elifikid as, Evidenced 46 previously Oiled rest repurthi), aDd 's WINIIIIII IN I" the onlIkIINEEITHO d0l CE ON; Product, Wind Load Resistance This prddwct has been designed IT ,liaist Wind loactis as indicalod IH the ltpal) scheduloi,l on the respw,bvi, PRATIll"'t Evaluahen Do-,menl 11 I ITElliliteeting, dia"Ill Insta0lation This product shall be Hispelted ni. sticl compimn- ", III its riespit"Mr, PTpdtxt Evalliative, Docurnent 4i e en moon driheing), along BI IIs ontponenh, rcill there,. Produot cionETHATiffris shall be of the Trietenal specIfiee in 11rai prouct a respectl Prol Evaluation Dorurnatune enoreann�ldmerirjgl Limitations & Conditions of Use: Use of tiffs LwAdelct &II be in siml acewcancewitti, the flospactive Filed= Evaluation DoeIi N'rA It 0 engne.endrianoted HMIw All supplilbrFu hvs�lpnmtleeii BITilli DE, designild le IrOci�l illl�Hlpv,mrtowed luaiLl and �Fi--I? OF PI a HeliIe'li.1 l��i.,,��dt�lha,A��5�e�1�niK�W�lih��!N�,�ii�I,Qn�notacCoupled for I rdEIIN11ro-oshl, desili aslespckbasFbyIF veshtode om &r prohiCARGRO! engineer All wiritlipiii-I iiI Evp pIcTirim."matalod IN-11 b, W,tEeCted AFFILOitilt CWM,sslril� COFft_SIh0n lurif at le 'uIRL daff". at all INCHIS, This p,od-1 das Deen designed tv. El -ii,it, and ullivle the H,Elh V.rv,icily No ... CARB, Z,ol "EIII Re,,Vecll ulk- hIln!k blEviriardo. VE ENOsNEERtNG ExpRc-se' 1lPI_0l4i`,44I- (-cn Auth 992- Jill) 5V) I2T' Av-.L?E SIVETE III D-EITHILINAl RLIEFI, FU)IIIIIIIII 4, 354 06tu � 6 6 151 l 9 6 � 1) E, NO Tt-.#E FBI.,' E A � A C E 'I I'll A! I E r I /F�'�`_�: ,t;F,T�, � C1C"`,`T,'1i nZ _ , _, " , , , ,� -- , I , -1 �, ` - - - - 17 � - F,Iw:,��. I- ---I , ,-1- � � _ A 11 1 � ito- : ., sin ; � EFC. � � _Etfl F II 1,N- ."T, - �� L, E 1 I _,� I I I tit L�" `"" I I � ___ , _ ,,� 'Suie ,L""i, " 7 EjlE,E, _, "I P i I - 11 - - -41. - - I- 11�7. , I &2�t� =FiiI - �,Ii`�'`, 1,---'I- It ,I f-FI, t ;�7� -11 " 11 1-11-1-1 , , l', 'T 7r il Litillti-l"N' - llI Jo '',i � ILI .1. . I ; ,I,,, L----UA . - �_ -- i I I-1 .11.1 1:11 F i - I IICl I, L;,,--,�% T, 0 � /1,"1,_�,'.'_`,,_1. 7 t_"7- /j// - [f_-_"Z` -I--, _ , � 7. i 'I _,l.,LI' __ 11 E ,II _____j - _ 1 U....'litIE'll- __ -11 _11 I (� � W . 11 I p " --- /I %!_ l7 lll,.r, , 3,___1111 , , I 1, _r —I k I, ;- I L,Z" t _i I —f ". , l ,.11 ,�. �, - � r �,IqI, � -:;� 'IL, , - 11-1 " l�In , " :;� _ I . � - . \i"'I't' - K , , - CV iI, § I I PAN BLI)EEK".60- - vyt,g-wr.�illl`,1�1�141A l"I Ill - � '.. li- , I � -1 - , - - ,-- _ � � �N FF a -_Mill I to .!gs . '-�pQ '01ii .mijil 'I Tj A ,I .jd9 Z 1"' " -2 , al I U �E EH 'a En W j - n A M F < Ln It 1. a- 2 'l I � t; 9 0 U 1 a Q fl Y` . 5 1 It .� = ,Fa lA . ii tnii� gii zt; . V, tVi 9 S .1 A Ill 9 x d < _j ' INSTALLATION DETAILS FIN `I� $ 2000 FIN _ --.-- __.L Z ;4ArlkQ STORM 1) . -=-- - - - P&REL_ INT_Q kRE _E�QURE � CON RETF, Q-11NICRETE BLOCK AN WOOD STRUCI S r i - , � I � i IIIIIIII1111111i I _�.j f ' �1717 OR ,� . ! flLCIIII i _ il'�Ell&r+CIIIN _ - __ NE� PEAV . � A.,- ae� �_-- : I 9 a I - Ail-, H,F', IiI TEA � - � - FAA. Alt,I @ I-Z, _-C : I t SCIIS. 0 �6-' t-c- Rv� � i 1, � 51�CFY` 0 , ,, ow I FlE,F lr� � 11 1, r, 6 _� I� � � 1- 1� � I I 2ti E`cr 1: t " 11 I ! 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A c E i, III Qlp - I `hlk� iI",,H Il �;li 9"l H I � - ,11 9 - � I "i � : - I I L szl'� �`7i L - I �� - � TO cv,seY . . l i 1' V' _FiEPAZA,,;c,l 4 � � � 11 - ` I i* - - - 11 �, �_/�,,__r nr;1 19 A It li --ilJ-iLI I 'LijiI � I I I � . � l , j I ______ . ..--__ I N � El� : i I T L _ "4 1 1 � FF_ ..Q 'I I ,,- IlI- 1 ,l��!-_t":il` , ,i 0 /,I l Ill �, _� .----- Ell , � -, __ , l ,Nlc Kit 0 � C 1�- -_ k -lill 1, CxElA�RM 8-Il Af�__-ffft WALL-M90LNIQ. 5.EajQNv-71_ I ,/ii - _ � -- - . N—_E � ` " I .1 : I . �', T7,. Ai ,, F-V U,I�15'11 - I -- I I l,l,l.1l4!KEN ARF I it VALID lZI C�FEFIQF� I, I I ,: � P � f AiN I :'� . I 1% F1 � IIIJEt I +/' IL�Q V <1- AIAX I I , I. -I - PIlFlEIL IENI�Ilt� i2, r-P, 'I"Ill EII litilF!E N A`LTD y.tqlIT K- L�Ltrff-, :Pme.A/ M I , DE,iTF E_,A_ I I I -1 -------- _10 l "'I"-1-11 I I ..... _ , - , I T r ICKNI A" I � IF � I A, " I 14 C I " HI.LA! � R EL - - - WAIL—m-OURTIND &KRMlA_jLY.Li.EZ_LW .- 11, �- ____ DIAL, RUIILDIM� =,E IFF"i Fit- -AI HL,F_a,e 'Cr. 1 � I ,; - - � � � I -.--: . ...... - I - .; -, Z . : �J,L), 44, - -NIN, _.'. "I7 I 24 UAGE F��5-IINANEU0 SITEL, FMIN PALK11 i , - ll� I " .. ; I'r r _- � � '- _ . � - 1 ' . - hol7 I -_- I I,, " __ I-Ei - L_ IL IF 0 I., , _. . L �, I "I - �!C� 'J� Ii rL - , 7��l - - - k I , � - U , L_ 1GL08AL FIRGIECTIOR FROMM, 11-Ii LATE - - A - �, -i -�- _-� 0t,iU 17,t4 _ 14111 ,' --" . ." _-L.�__411 ,I.... i,. 11. .-ILt_ . ------- :.A ��• _N gm . I 1 �`_ - � 1 'j,i. I I, Ji , ALL AMERICAN SHurrERS, AND GLASS MAXIMUM A".OWA"-' rit'4'�4"_"� i"" .111111: - !�;. �I I .__ll TA, A],:ll I, �, ,r-,, )� . � "" e i�'l DESTGN PRESSURES: - ' Iil-,,;"it Elf", I 'N, -- - 24ga GALVANIZED STEEL STIi PANELS �HVHZ & NUN HI , , — %l__ __;��l I -era i�. AS r*TED Ej'I 11 0 �I�ot_' 9 I DESIGN NOTES: � A rDTH VIA C1,11-rec.1 K_E',rT AND NEGATI'VE EFST*rl FRESSURJES CALOJILATED I :�, n. i— � LERF. TC ,I FOR UEEE lffiv`14 TMS SYSTEM ENALL flf DETERMINED TER ; r iia 2 - FANIEL. �41EN ',,PAKAT�-E%31T�EFRIrW,tf,�ACCOrP,APICE"'fTHT�-2� I _t 'M 5 I T OLENENO IF I; �' R I - CiDilt, FTiFIl "I'ReMENTS A_ TOP 141:101'r, 1�CONAI i -I IE I iRICNEDIIII AC.CURLDI Wi ,I AtECIE ?.AND ORE-mp � R N)� oFt� THE A`E�� . _X0 ,,Rlr�4,iF�lj;FD�NG�-311-��',HA��i�BELES6TI4&r4 . FIA - TIFE AS lett'Ol N 'ETIVE I i A I M "I'li-NIKPIX OR N K AJEUE D E 9 I G NI r>� III PRESS , , IFF11111NAL 1E, -110 1,fPI �,� lACCT T VALUES LISrED MERSIN FOR �rl I p III iW ____ .— I _irr, I - � - � ! [ !� . __ EFI VFVH wAsecR-ZD ASS F m ME!, AS 5 HOVII N. S il;il . - INC - � . - I 1 I; . I ! I, A. 5NUTS FA-MNE-r . . I t]T,TC_AFG 0 ATEOPI WISE GENERAL NOTES: i I �195 - �� - � I . I I PATA�ECVJATF.�PAFE1tlE1EFFl � � 11 IP , L , I'll ii.E�i FEA70ii H�l EIEZEN DESMNED NND O I BE Fla NJEA�,P AN ��!� ! U, � .I . i: .� ��§ I7 U � � S1 I � I 1 11 i,VI"CiU1AN Iorl I I 1 1 �,." [ i " ,ii "'Ttia llziil�, , EQU EME � On, T ,�-: OF ki" gf',ri,l� FL LH_'lN'C'Cpc,E � F.- FIV.1. P_ 140 - - ", T A, I �il I'll I '1�11""`T' F-PITH � llitST BE' � CONT "'I !I Adi , '" � � � F-� - - A I 21.1 1 R`2 AN- I itli INV`E5MTTC IE , _� I ; .- - —j, NO C111-01ELITOALI, VXAL BUIUAlING IIDDE FNENUM IIHICH A;A I - , : H, T - - _`A_ . r , I C � VA� . APFCYr —CR'TTA�AarYO-��'��'T"Trr,"r,AE"M-- 'Uhl I i. � * � i�-f I ! � A,,DITFC,EALC17EE�IEPL� lic SlEALCL, _�lOINEEII E 11 CA - V, , 1 1 1 I I -RE L � - 2 .. 1�ii rllllilik� IN A—- �_PFCK IIAS SEER -.QED IN'HE .a I - I I � DEII�� F F11 - A�IEFL 2 � i � - � I I - - il � - I � Hr INE FKHM TFFirSi Q_ EK�-,D III. -IE .Ait!iT I . I - dL__ VU AS i_-,-_� FIE FirtI W FIFT01 7VI DESIGN IS USE, D 5 HAILL ME HP. BE N5 111. r. 11 (.9 - -; i 'EFt '] 0 1 I FER Iffit VHT` DiRI 0 i ALL ItURING ilml- S�[CrAl"EST11. THIS )LEUIEN WN110i � � -�;� j I kill'I't BE T0ER,3iAFIFrl BI FIF , , .71-31GCONTPACTIAF. 11 IL . 1[ I JLJ,il i� Ijij, � It rllT-T 'ItM-IIIIENII I- CLELVI EWLII�lVIPVNE �: L __ U. = =1l "IN ,,, -I , CA E1XIT, DIF��F- FROM L, A "N'�766'rrr'MI R`r�`IrEllr 2t ,, In - __ 1, EFF--ol FlOviUl --- r__ L. , 3 IERCM. CIIIIAI TTHN 6N , �"irr'�'�i0�-L7T't-11�i�T'�'5:P'�"'Jf,��CIJL'r,10��l�� AS 9 , � �=Al �.,e A,---j � ., _� E', , I➢- :I" I DeTATL.cp IVEKVI 35 CEMY"ic `.P CO-155 l"OVICIE! ii _0 . �� , 5 I, I REQU�, - I T"9 .= a a, , V - - � 11110,R11TION1,11AIIIEClICSIE �SIT1C0"l1C,A,,_�_LEfIH1_FN LU i, ,Z �. ., �1 - rr , E,it CINZITICEI CE741LED Atliltlk - Lripl= END F,,VR FIGISlIULEV t i A �_E._ ___ I MAY a. 0-,-,5-- 11I1_i1A, - .- HN H . �j � k a. 00-17CNI "I'll .11". INT"T '115 nor.,I � i � ilt " � � I I i]r N 1, �` TED il 'N, 10 HaMib�E EHEN ,AFEtF,UH EE NrETED ,iFtFiN AAl HAL,ED ,li INA,,I[Il 71- 1; i , �- - - = � I - R It It / I PICAL VERTICAL MOUNT ELEVA RE5, LIVEOIB a, A, 1:E ENHU�, F"CTCA k - . . . 7 ,AUl TEINA5414 ,M iFRE TO E I I,r ms ETIND in r ta I Ill ivml,it. 2- ic NPH' � i,E j"ADMI1 ME LAIII Up AN ADS E` L �Vll 11 5 Ell P"A rl Or� I C , - Ill I I IIIII&MCE.'r I �Z t. � E I [ C.0aR05`Al RETS:5TANTHOFTE93AL iNDEIIALLILDIFTLYWETH 5PEEIFE7KFTDM' I i L i �',�.��-�Ll,'�Rt-��,',q�-AN, E SW?7119 ALANTNIPM�`SSOCIATIOFIA. ,t I liti - s ANY �FUCAGLLE FFMICAL, 97ATE, &MD/CA ll�,'AL �YIDES ;5 2 . � . TOP `HOUf, �': . - -- RINII Stl 7-i STEEL 1-0M,4' 3: 9 . L� 51 - -1 III- It. I— 1 --Q-I1I � Z2 2 (CONN --A ii �', ,' UJ 1 15PAN ADI . I 1, �1-11111TZIQ ICA 1- III I 1111THIll Fy� � it Cm, i , � IE-, ,4,0, $,,L�'"Mr4'JfiC'MrMl�Z-1�N5S,A"BE6�il�T(,14� " I x I— 1 r ___ — 43i,",TRKTI�jI � ,N,E4, 11111HIMA QI I , et�,,,U _,,,,,,, - 11 - 1. 1. I HT --- i Lit", "'T"TA, II "I'll", i -'r I IT, I . I &Z.1TEE"`""`.RI1IAi1 1115lu-IT11"'I � i I I , u-, TTU" Iti,� _. . PANFUi MWIt III NiNJATC) VI I t till i� :::� I i I i 1 1 l KITIAZI, Hopg27ATAI Us APPLICNALE, � � 5 � 2 M -,I 12 CCFN�ANCNORSHTTFT LlN .HALL iltiFICIIIII[IOT-I ll a i I E 1� - I I 5 ; Iccii -, N li�lli-CRAIUII<--'Z,-�l-IfUt.'Cf�t-T�iL kliCI)FDRIETE)IIALU-11REPER I' li. .- I � I I FEW "! MAItIENFACTUIEkS R�CMMENITATAlAFF - W I r s I, � ", Is F � 1, � � , I , , R ", ,,, - � k -� I — — - I t4tN�a�-t;tn;P��-��tmt��k�t��',f) PkFNTNTELA77ADA`A1iI� I 9 9, IN III � I I Ir n4" ' ", 't�"Fn�, " " "Cli'"Bi. Ile 'A ` 'T ALL I . a 51 I . I I . . " a � ,,, 1. I ! I_ 5 � —17,9SI Re LT:�Eh 1 IZ, �X-THE��"LA�EU��F-0-1�ATES�-IR�tT�� liEC GN ,,,i IF 'I t '. [ 1 1 I 1 ii , F ,, t . — RlX'.ATE.,P4 Alti .FAFFI� I 5IICAAHN 0HU(t i-Elf 1115 SIV71,VATTOTI 61 O�NTPI -1, IL U . ll IN I � � � � [i I I 1 a - I I Z #1 !II� I � i"'OrIll"HURIA a -EFt HAIMLE755 TII -IF01. Irp 'CE' .11 -T A RAIIIII LFO � � , . . . I I i i OLVEI-e- -'L If E5 A, AlItif LIA1 E FEELL REIIJ LII Ika- I, 'UptAl �, , . FABRIUATEI im S�Eil ERAI A EOIlV1 ELUCT�Cll OF -It TX K-DIEVIINTI 7EA � I ji I . 111 __ �111` W -1 11 I LEK .1, Al FTE. I FILF! R�l l LlIi� 1, L111 � I I , I . I � dig A - ,- 1 I , i 1_5 lT`IEEY`TAoE�FS`Sj'�PFc� �i ill I - C EVIXi-IIS 9F -15 PLAN F . I I - � - INTE 'Al NE4 All'tM"I � -I - 1 1 1 1 I I. , - 9 -ErTH1CA0NV`I`ldAT5IIi5II.FT ➢ t I -1 1 � I I I h 1 ,� �; rn, : IN .-- -Vil�.�S,..-��A-�-T�-.,--��,..IT I i �1 LL I , I I 1, -T 1i; 5 L� 1 I , � � i i "Il'l I i I I I til 1 , � ' - I � N-1-FINFITTE ANDU AEIAFTT THIS �F�-�C�FEICN I. 111if III " _ E`MM I - I REPEREANCYI ,AI .9ITNRMN:E1LL-VF III Lliifi 11. .,-" , ,� ➢I M-H B` 1 C-TALMfift, it- Y'AtIC-11. i.-.--.A I , - 7 L07=011 MOLIWI fill - - t ,E E i § i 7pf. AS 7,eqD) _', j R - It 0 IEST Ric" iflvo FII `E<,UF �HJTI AF11 1AAAe l ,UFFET FICM OFIl Ri � - I—— I ➢4.I I P 'a 01 ;-r------E "Nf] ONE IAIALW-2051111CH � " , T,,l,,nrlA&iij2 E Em!", flil �1 �, ill"t, OF �U3-,CHEO . Or-, AND BOO ' I:[ NITEI ii'LlAint I liill�,J�TAEITIIII, lilllla�ik E 216mll�_ xRL I`1eI:i,l:I UIL It T KLT CONN ,I " , , B,AEHEkhCi _\�_2NlAti.lNr---- =,l-_-_-_-2F-�-' -al=543 _ �;,j;,ijaTE5 EALTENED @ B" EZ 'j'�', I ANEFEEK ME I ll I _ __ - ` 1-1 �lf,00i!,Aoll�IE&��€,o�,�'OFISIRU,�a054 1 OyElliLAII3 It MillEBIAN (USE "N" � FILM Tksi� I - , . : VISIT T1 r a , N I VERTICAL MOUNT ELEVATION _,17�11..._ __ UE - 11111 % 15 I ,,'. -I" 4 7 1 i - iII (NOTCHED PANELS) I �e,t"IOLID-IM�7-r-l-l��K��-TP�l�rI K . - _M,lIAtHN, .-IllLreel"I'lil. N E iii �1j 1 E ELEVATION . I _ " I I _U I j I— MINIPIUM ALLOWABLE SPAN SCHEDULE - IT51L wll� - . � � - —_ TOP MOUNT I - � - " l ! , 3 5 jr ! ,�� l I � � ALLOWABLE PANEL SPAN & GLASS - Ifl . , I ,'Ig- ." I - , - 1 �- 11 -2- 1 7 -i j� i , . � 7- _1 T F5- � I - � � ;� !", ir � lE C, SEPARATION SCHEDULE: ! r , 1 ;,T,� --,: I 1 � �_ 2�1 2�_ � . �, 1 -3t . ,0L - � 5 � I �. ;_1 �l � - - 21 IDIL AE DAIJF.�- : - . I, � 1 LZ 1- �"", a "' - - I _- f � I �-- i 7iA_ is. , ,_ � 1 C i - 7T 1 _ , I ,.T � 2� 5 :ii i 2� _,� . � I , �o --ri 5 � =I I-H 6 ,"-I - - � - - 31- IF � - tilt- I 4i]� s �� I - s L", A I I,IlO,10- it dtt�l iW,11 1, E "IR IT-Utr 'Al- 1,111, , I E &Io�,'wr tlis� ZE -11 . 1. '�,1}4 � I - - I 2 , f - 'm , -,� 1. I llvl� iAll -NE :I & 1 1;4 I 1511141 lllltllllil� , : - L � . - � - - _E_ g. , 1 - - � I , 1 bl, � - - - _ � I i- .- ,5 `� a 2 U � I '44:111INJI'll i b�.,IIA l- � �--' ! ' �- ",i, i �� j �r i �i 1� C, - , I, r L_IlD Er"', I " __t �: ... 7,� - - lw , , - - H.�7_,ii� - a - IlL;FAri_N ,it iNiTA_,�69lA!lIL , _ 'Fl, H o _ _ ,I " _ I - - � ,, - � �T ,r, F ,, . �141 I � . - 747TXA I - - � !I "I - - . I . I 12 T, t ILI " III I - _ 1- - - - F" I� ,,, C �` I 1, � -1) - L_ - _ -, _ 4 "" '. " � � - . - __ � - i __ - � t , - � 0 T � � - I . - - - __-. ,. ,--I " [ 1 � ln L L"� �, ,�,, .� I I � � ce q: - it ,,, I'll i , � ,,, i- ] ,� - ;w , -1 I � It., ', 11 E = i - * " - = i ,4,� = - - � - i ; x - I � . - �PAN SCHEDULE NOTES: 1 it I � . 1 - li- or : -, 1 I i� ! IL I 4 Ii -F-10 - - - �; A. �1_ n ,_ - � § < � I I L � I ��,',P�ER�,��N�,�f��]��F�'�l,",�'I!Til��E'--�-r . r 'I. I oll i4 Gil I Ciltr ;:� NON` III ElW I � - , , � ,I n1irvilirdinje 11ill illi A - LCAU'lil E �[D,F_��rlttlFi_ � 5PAI,r S, lIVE,LA, L 7- IIABI 1: I I IFI I l,ir VET, I - ]:e � ; � I . i� i r " ", . : I r I I f i 1 � �'L t�_ T'l ' � I 1 - i I I 1 411 I 1 4 1 I _ - it NQ1.FZA T y i � - o ... W . Lu I F w - L 11 I ;O�1_�vr 11__-Zx I E _11.. -,i,r,l,,,,, T "I I 1 2 � I I , FAHN" �� X I r; - 1 - TVI _ I . . . i I! Z A - i ,, : , i . i < � I 7 _�=5_= � l,y, fiE��_, . ,,�, _11 I I ,tiTI gEcAt, Tc - � 1 �� I- - I, : � � . 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Z � - B 1.1l, I— , , T" AN -, � ; 1 4, It H Y , ;, 1`11111 �111111 I—— I, - 0 'EP '� ,B.CIF�IT = a x p ! 11ER � / _V2 LII / I . 4 , ,,:£, g# It a i - O� ---\ - \ / �/k_ Z51 ILIA I � .1 MAX � A CBftNU%".W`JREI`FIAF1 -L ---,,, - � R. �, 15 0 _,�v - \-1;8 F� , /,I?- - 9 I 7 0�lwj .1 ; . � " 2I MAX. 9 �,__'�"�- � - - , :� I __ 1. 1. ,rl 1.,- - I, I - 1. I 11 tt, Uj - - - I 11 I 11,;71111 , an - 11 I � -, 41 �L�i ' ' � " Si;: L? /-/\ `111 All I -I'll, I i N, "I 1�1 I I 101DItTU11111T lr'� 111 - .1 I __ .. e , A )"! 1� I, ,.;, - ----I PED01 I \ i-, "', ve, A ., � , �, t __ ;�' -':,, iL l"_lIL_LI—- it . , I ENMED I ,F\';N7 h N Y __4401 T_/ - --t - I � 1'11�_ 1�1 '1�111 4 el�,.* _"!'_�__t 1'1_11 - - . d i I I 000" _�, - � - 1; - I L _._ � I A I C"ERFLAP -7/ � ...... I I I � I tt ��,g- , -- I 11 ' . ' - __\ - I . . I \ /I \ - , -.1 - "III., I I " I I Mll c4_1111-111,111 I'll, -1,; 5 " . _\ ,,,,.�L SE .-I 21 '/ _'� " I =� _� _1� , ,---I N , 1Z ml '. A_- \_1) ,. 11 , ,., ' �, - IL' L. %-ll -j .1 IN - Ly, EI *�'�' .� � �,t,L, '"I'LIM"'i �' 11 ilgill I, _. ...� , L , - , r ; , t I I T= � I '16 " " " A✓I .": HI i,� 11, �! I '�" It , ��''I";,";, !� 1� T-1 --' ` , I t � ' �Drill %6lpilft MFIL �!;�� __ _j , 0 _EtltsfIcl I -1-1i I " - - - I 1. 11 I I � I aq It , a T11"NoLH1j1"�"9WMl. - Il - ., f I , , - im .� 111ii 1,1111 I. ANCHOR SPACING SCHEDULE: AljsEPANELS: PAND_FA5TO4EIZS*0=T,E: .xKL=A1ItA4,Frg� I 11111111=01!1!111�11111111111111 _,"ronaWaIMIIIIIIIIIIIII N - . .1 . I �MIIIIIIIIIMMII � M . rJAIN M IM001=111M FEED MIM �nammm M M ® Eemmm MM �M] MW NNE , N I IM m IBEEIRM�� - � I i Im M11111111111 .- _......., ff ------------ - il�!Illlmiiim , MCI � . ,r WzJ.;rpl ��01'...' ��JRW0001=11I�,11'9.21'.17 l WMMMMM— � 1-4w hi I lMiB , , , I % li- �1 I EvaimdQ;?" r , I �� I ... Al "I I I. ffl i I Lwm��Ml� RM LEMINN IF III111111111111111111111111111 MIAMMIUM MRSEUMP N � ,R� 1 20-31543 _ I J U N 1 1 2022 f // i ,I-11 Virtual Review Assist, Inc. 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At�L I --- 12 T . 2A ; _Eji, ;ILE 11. E �2�,, 1.91, i I,, 'ItA' 1 16'ar IlAii, :Hfic, _ iL�I i& I I I' le,QL' 1'.B 1.2.9�1 113.11 I -1-1 S�J', 5l Q_,Il 12 ILI i1-.51 :1670FI_ OC �5� F : — , - i, 0 V " '. , 1111�__,�� 'e" 32 Q�S` 161- A.iI IZ.Yl IF.5- 6.01, 511. III.5., iz S, 1412`, ","_ 6. . I I - A 2$ 1. ,� V, A, - PA.". 1_ I'- --i . �,-, tl 'r --- a'- . N. " 4.0- ANCHOR NOTES: I RNCEN)P SCIIEDULI! APPLIES TOAU PROCEI GERTIFIED HEREIN, BUT ONLY PROVIDES MAY IMU-.AJ"NA5tf�IN(:t--�,Sn%UM. MAXIMUM ALLOVENAIL5 SFANS AND PRESSUROES INDICATED I N SPANI ZCNECA.4 I! 5KALL APFUY 2, EMBR Ai,04 ' 11BI EBISSP Cill PANEL F-AETENER EIPAC NG� THE FXISTIM STRUCTIFURE MA ERit liNKINEr, Tor, TIBLECEr DESIE111I LOAD GALATEA, THAN OR OtpUALTO NEGATIVE 0*11114 LOAD ON SI,IJTTER. AND SEI-ECTSPAN ,4POSirek THAN Oft EqJAL TO SHILITTIFRIFAAWSKELT cowjE--Hv�4 'FY E BASED ON APPROPRIAT E IlOUNI CONDITION ESEE NVAINTFING DE�TAIE.5 On SHEET 2 FAnk MENTI FICA TOCIN OF CONEI FON TYPEI_ 3 'PANIII FUESTENERS' -W& MM USED IN CONRIN[CTION I AU MKOUNETTIN: EXMISIONE; ('F'-TRACK,5TUDDED Arl BT-_ I USE e 25- 0 Y. PAJEEL ➢FA5TIB4ER 5FACIING TABLE VALUE, FOR Ali-i-THE A!�n-U-�kE�r,3(fl�aU'-llF4GBUtrmuTCOACrTiCnS) ,AA0RS $HALL BE NFISTAUAR)IR ADCORVANCE WITH MANUFACTURERS'EFECOMMLN13ATICE_ rIO ': AM , IU.Cel OLON;K K�5,T F-RUCTLARt $1-11ALL QJTff`QRM, TO AST01 CNIQ BLOCK, 6. IMEIBIIM�H EiNeOr,CNE 94AILLF41E AS NOTED TUMliCHOR SOHCEIELLF� ' MMIF�-M ENISED SAM LAND EDGE; DISTAWE OA�LILRES STUCCO, IOAM, BRIO<, AND OTHERVIAJL1 IINISHES, -lit FNaSH ES REAll BE ONITTEDTLE 114� W. OR STALESE VERMEER Elif OTHERS TO ApSQUA,KEU TRANSFEEM I-JOADS TO HOST -T9UCTUFI- EL CiNBI ANICHORS NOTE ED HEREIN SKALL K ERIVEODED TO UN-CkAOid , _NCPETE_ CNEV ' ON DNS ARY - . .Q',IUEk[STlt4CSTRL--UP.ELSWOMFPAIRW�,ENT-IT�NGC DITI MAY V . FIELD VEFUPr TrW FAST ENERS ARE INTO ADEQUATE VLOOD FRAMING MEMBERS, NCYEPEY"6000. rAzTEEFING TO EEYWCEIZ3 M POMPTANY ONLY FLEF S�J)E Cj_,ESUME PIECES. I0. WHERE PAC ��011$ FASTER TO NAIRIDEN'DECE OF STUD FRANENS, ,A ATE. SHALL "�'L Lo'-AYED IN CEraltapNIT,��lO�A�12'!(V�wff4),PJ�V��[l�l��l�,�7l,"EL-,EDII,Til��C:11.-�'$A�'.'17CPTABLEF,C�ll:'L�VPI)OD FRAMING) iMpI 0 E)5HA.LL8E'iT�l�W�P4%E'C,-O.$%,OR43P,LA'�ikkUk�NqrY,LAr,i��AE%'I SHALL HAVE PER UPS PAN FEAD OR EFEEN HISAO, ILE REAVEJEAZU ANCHOR'. ARE DOINAUT PANEEMI ALL-FOrNTS SOUD-SET Ol BRASS WSMffiG lz� "I -_FHTVI� SIHA- I,I 1)iZ- MINIM M EfiIiiAGEMENT OF THREA CIS I WO THE BASE ANOHirR ADZE 6 KA� HAVE EITHER A PAN HEADI TRUSS HEAD, OR WAFER HEAD (SIDENeALN bQC) U N 6 13. NNI'M ElMaEDMENNE AND URGE DISTANCE FICWDES STUCCO OR OTHER WALL FINISHES— �,= CIFSECNA11. AKHOP -NDIRIONS "ICH ARE NOT ACCEFEA11 USES. � * ol'Bi-I FEM ATING CrADETIvus I IINEAE iNTORITIR.- EON IS MIT All T NED FICIE, USE WETH I I III AINIIIHIEK:E O:KOULES IJ STED EIN THIS BESET 11 -1--` a) a) = U) — CZ a) -*.-a -a L_ a) a) Ill- CD_ 5_ = 0 2 C M Co -4.- -0 a) -1--i 0- U) . a) = a) = Co 0 0 -co -0-0 , Fn = 0 = " = = -2 a) IM = 0 LL_ — . Ln a) (n E L_ _.., L_ 0- r,- Co ,R)/ . C= -E04 C) 0<�. a 4 Z Z W J L. (1) (D (1) rW 111 -+--a C/) co 0 L_ CDL < C-) = :3 -0 0 0 a) L. U M L. co =3 LU 2 < = ;Z < I -1 0- SHEET NO. SH 1.5 W 318"' i2,E11MEI41' PLASTER ---- - 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 11 SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF 7 MASONRY WINDOW BUCK -----\ 5) SEALANT FROM 2) SEALAU T1 -JOINT INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND I'D WINDOW FRAME MASONRY ATTACHED IX PER CODE G)TOOLED SEALANT REOUIREMENTS BEAD i3KIL)UtNIJ (!ADDING AND WINDOW FRAME ------------ 3) SEALANT WIN[)OW FRAME T". WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4"CEMENT PLASTER 12 MIL (min) DRYL,OK EXTREME AF"IPROVED FLA,81flINCTAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SC 06 02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER WEATHER IL BARRIER tARILY SECURE EXTERIOR SHEATHING NEATHER REZ 115TIVE BARRIER WOOD FRAME CONSTR. SEi F-ADHERED FLASHIr, BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6, IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIST UNDER DE:GKING (SEE DETAIL li'vP07) ELF FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing 'dm;tailatiori 2, Self -adhered flaJ;Nng Plus head flashing under weather resistive barrier 1 Fold weather resistive barrier back over head flashing and seal with tape 8�2 a,A_ SELF -ADHERED FLASHING ScI : NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPO 1 DO NO' BOTTO WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked 'as in each detail that corresponds to the numbered items in the list of Instructions below- 1 . Install self -adhered flashing in order as shown by numbers 2- Install flashing and weather resistive harrier to form water shpulding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere, to substrate using a square piece of flashing material (6" x 6" Minimum) 6, Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR 8"CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED VINYL SHOWER PAN NSHING 2 ( E AM (23 WP07 1'-4"PF;R PI AN NAI"-1 BEAD OF GONSTR. ADI to 81I. � APR LEE TFfR[:: ,HOLD OF DOOR AN UP JAMB 6, USE LIQUID N OR EQUAL WEATHER PRC TAIL Wfli SECTION -A (SEE DE 6114,1wl ore I SEAL TOPS OF JOISTS UNDER DECKING (SEE DET AM WP07) �SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHEF eI- Ck UU cra 0 UILI Cr Ir LJ 3: 0 Cn ---------WINDOW UNIT FLASHING REQUIREMENTS ROUGH OPENING SLOPE 03 In : 12.0 in R703,1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall 0) Co 0 > 0 a14"-1 BEAD OF CONSTIR, (0.6 cm - 30.5 cm) include flashing as described in Section R703.4. (1) 0 ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHIIqG 0 0 T HRESHOLD OF DOOR AND R703.1.1 The CL RETURN UP JAMB 6". USE- � 11()IJID EX-I'FRIOR Water resistance. exterior wall envelope sliall be designed and constructed in a manner that prevents the accumulation of water 70 NAIL HKAND ON LUUAL VVLA � i IEH PROOF CAULKING 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 (D 0) PAPER draining to the exterior water that penetrates the exterior cladding. 4 (10 -(o SELF -ADHERED FLASHING BUILDING - 0 S B f 10 0 14 0 0 0 WIRE LATH R703,2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 4= 0 %_ 0 approved water -resistive barrier shall be applli�ed over studs or sheathing of all exterior walls No, 15, asphalt fettshall be applied horizontally, LL_ with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other Co approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No-15 asphalt 1tap felt or other approved water -resistive barrier material shall be continuous to the of walls and terminated at enetrations and buildin RIM JOIST L_ appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703. 1. Ln (2) 01 co R703.7.3 Water resistive barriers Water resistive barriers shall be installed as required in Section R7103.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The (2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in �Z) accordance with, Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEm-r. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Ex--eption: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance WPO WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, I - F MECHANICALLY FASTEN IF RUBBFRIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS ADH IESIVF STAL I• SE F-ADHERED ASPI11ALT ADHESIVE THROUGH SELF-11DHIERED R703.4 Flashing Approved metal flashing, vinyl flashing, self -adhered niembranes and mechanically attached flex i bleflash flashing shall be applied AsHIT,V3JA,iMB & HUD ASHM3, SE.F FLASHING 7 r--SELF-ADHERED FLASH11N:G _AN-G_=D VANCIOW shingle -fashion or in accordance with the manufacturers instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes IEE DETAIL VVF�o1) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with I FOLDIPJIG�%CCRE 'the building wall with a sealant complying,with AAMA 800 or ASTIM C,920 Class 25 Grade NS or greater for proper joint expansion and .LFAI)I[AiIIIH) FLASHN11'31, IRELE—E PAPER 70 EXPIDL-3E ADHESWE AS SHCMri contraction, ASTMC12811, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as KTENED A TAINIMUM 6' RTi,-.ALLN FF�OM YFTOM OF' flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish, Approved flashings ARE`rVM shall be installed at the following locations: 1 1 Exterior window and door Openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish: or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the r2 following: 5/ 1.1 The fenestration manufacturer's installation and flashing instruct.ions, or for applications not addressed in the fenestration r �4, manufacturer's IIIISt Lictions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or W76 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 7 '1 1.2 1.2- In accordance with the flashing design or method of a registered design professional, 1.3 1.3. In accordance with other approved methods - SELF -ADHERED FLASHING 1.4 In accordance with FMAJAAMA 100, FMAj AAV.A 200, FMA/WDMA 250, FMA/AAMAJ WDMA 300 or FMA)AAMAMDMA 400, INSIDE CORNER WP06 I 2.2,At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both ides A stucco copings. J U N 1 1 2022 Ground --o 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.GontinuouSly above all projecting wood trim. VIRTUAL REVIEW ASSIST 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. Virtual Review slat, Inc. 6.6.At wall and roof intersections. Plans Review c pleted and ove Water Resistant Barner 7. 7.At built-in gutters. for compliance ith the 2020 FB 7th Edition by Debr Anne Klahr P4300 ELF -A,........ . JCH IHERED FLASHING (4) PO8 PLASTER STOP cONTINUOUS BACKER - — ROD & SEA1,14NT ��A O 8-TRIP Or SAF DRAINAGE PLANE WRB BRE,41K 1,1MURB LATH WRAP DP WR8 ONTO THE VERTICAL SURFACE rOTOPCiF FLANGE AS AN AIR BARRIER 3-121 INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY Lath Sheathing Stud LEGEND SELF ADHERED FLASHING (SAF) -DRAINAGE PLANT (DP) WEATHER PTSISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER SE1 F Fl, IRIIING (SF) LATiI . . ......... ... pLASTER ACCESSORY SHEATHING,'068'. PILANOOD, DEM',GLA68 A mi 1—U PLASTER STOP < \—CONTINI-W-11 IS BACKER ROD <1 I SEALANT ff'/(1- l A SOFF NTILE1v1ER STRUCTIJI'A. FRAILIn,10 STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB 11(.n,40 BREAK WI EI� SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor >11 Cement Plaster i over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16' O.S.B. sheathing Mete I Flashing Weep Screed Installed A- Per Manotact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing WE SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper '7116"' 0. S. B sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Mallufact- Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 4& 40 40 n J ti