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HomeMy WebLinkAbout6439 Beverly Hills Drqw-1'71111M I'i 1 ',I i ii 1 vil' [ 71111l1"wr II Pn � aN!ryl 1[1!I Illip 111 i'n if PII_+ IRS ECEIVIEU ........... ....�----�. '--�. -. ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FIG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD - HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM SYMBOL LEGEND: 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 ❑A = STAIR CALL OUT HEIGHT OF Is STEP DOWN = FOOTING CALL OUT - SEE FOOTING STEP DOWN CALLOUT SCHEDULE ARROW SHOWS = KEYNOTE CALL OUT DIRECTION OF VIEW j�:: 1 ELEV NUMBER 9 p PRE -CAST LINTEL CALL OUT - SEE LENTEL 4SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 <--ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER NUMBER ����ASHEET INT ELEV NUMBER RROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 ;SHEET Al SECTION NUMBER NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 El HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 0 CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L E 1!1 NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1450 VERSION CHANGES VERSION DESCRIPTION OF CHANCES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT 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 SH1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS \fRl\ JUN 1 t ja"Zrovecd qT'1AL REVIEW ASSIST Arcigt, Inc. lew completed and for col-n(iance viith se hKlahOFBC 7th r PX2300 Edition by Debra An INOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N 0 N N N v 0 0 I d z w O 0 w 0 z d ^` n' L 1� F O VJ W i ' M N N u L t o 0u-8 9g �^0^, t C) U w Q.� E CO 7W L p 070 v V C9 w� w°�U)3 w w _I w2i_0 �10wW 00, Q _j0 Cy 9oZ0EE _JU0 LL Oc0Z 0000� f- mZZ��IIOO Fn it W W I< J Z<< � aLL 2- Wr WQ-?owUoO Za d 0w O� _2w o �QQ< I Q O LL 0) O M LO 0o CO - Cy) O L O O Z W 0� S2 ti O i._7 M O z U) LL Q M L0 U) ti z < W Lq HIY�M W a T- zvF- W W O ®MR AMR o O 0 0 0 N N N co O \ N O O z O Wo 0 0 > C� ai O ern T-4 ANNE NUNN > � Q Z " Z -se U C� O a aZ zw W Woo V VU55 O ow> 0 Z ��a �-- W Q 0 �F- znxx o� 0 zwo U gw� z" °z W Z Z zi J Lq w (M o N O 0 LAST PLOT DATE • . April 22, 2022 z 4" J I COVER SHEET 0 N LO O v 0 0 v O (V v 0 v 0 O T 0 v 0 60 ELEV(-) 0'-3 1 /2" _u_ U:- d w - CV = U- U � ao a� ELEV (-) 3-1/2" 30'-0" 4'-0" 1 I. 2'-4" I ITT- 5'-4" T1 4'-4" I. T-9" I. 3'-10" I. 2'-5" L 4'4" 15 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) r � - I UI II of 2 I ii I v I �1 M I I B S3 I I I I a I I ii I I II I - p II I I w 7 d I II I J I > o II I No �o I a-- 14 F- D Z _ C.J. — —N m-N - - - - - - - - - - - - -1--,�---- - 1 2 — --- IL-------- - ---— ---------- --------o U - -_1 F� _j-- 0-1r --- ------ I �Q II I 0- �� O I I NU e-Y I I Z I I I I14 v I I ii N� wii I ii 11 _j I I w I I ----------- 13 II II I I r-t I 13 I o I I ii ii I I I I I I I II II u I G I I 13 I II II _ I II II O 14 I II �L--------- -- -JL- --J ----- C.J. _ I__ i i i i i i I PLUMB. - - 7'-3 3/8" - - - - - - - 8'-5 1 /8" i -r - - r-r - - -I - 2'-6" - - - 6-3 1 /4" - I SINK / ELEC CONDUIT ELEC. CONDUIT _ i I LAV LAV rl I I L___ I I I 00 I I I---- I I � I -- --I----= i I B I I' 0 9 1 11 I 13 - R� 0 I ill �I li I ---J�' 4 I I I a 6 13 I li I 14 I 9'-2" I I o - ---REF.--- — — I --------- I -------- C.J. _ rl i � rl r�----�� I I I II 1 II II II I I II II I 11 II II II L------ —1---J L _ J L --- —I I I� r-----� ------ ------ -1 r----- I 1 I I 20' 6" N ITUBI u 12 I 1 T-7" I W/C II I I II II I - �� O II I 14-10 T7 I I LAV II I I II ll 13 mL-----��______ -- ----- ---J --��-- ----------------------� — — — F....�---------- --- ------ ----------------------- I�?� I �I ' &3w ii 14 Iii 11 10 I o li K I 8, J v Ili S3 O I II �I K I 113 I 4'-8 1/2" i 1 S3 i I L I WASHER b III ELEV 7 (-' 0'-4" 2u_ B II I U � I 60 III I f1 � m 3'-5" I g II 3" — —I— N C.J. I_ cn — — — — — — — — — — — — — — — — — ,w - - -, Q 1 d 13' 14 I b� d N Q � � O CD N 1'-8" T-0" 1'-4" I I v 4'-8" 6-0" B I B 13 I I 'v 14 I-L� s g 3 I I � a as o L ?I I , C A I C `� _ _ (V13 cq 2'-0" L 6'-8" L 2'4" L 1'-8" 10'-8" 30'-0" FOUNDATION PLAN (ELEV B 1 /411 = 1 1 -01' 16'-0" 19'-4" V-8" 0 LO CD FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL 0 = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2 DP X 91/2 WIDE RECESS 20 1 1/2" DP X 8" WIDE RECESS 3O 1 1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5o SINK - KITCHEN 6o REF 7o WASHER 8O W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 42" x 42" A/C CONCRETE PAD O FOOTING LEGEND TAG TYPE SIZE REINFORCING THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 16" x 20" DP (2) #5s CONT. © MONO FTG 16" x 16" DP (2) #5s CONT. JUN 1 1i ,'!IT !AL REVIEW ASSIST Revlev� i Assist, Inc. ;U ,� v+ew completed anded . cj, ±, since vP/ith the 2020 FBC 7th fo Edition by Debra Anne Klahr PX2300 N CA LID t2 LO LO O 0 w z Q /W� 18 E 0 cv)o? c7d v V -0 �',f M -• P') O O 0 T11 0 LL 0o Q (AI Lu 0_� C �1 W V N O E M 0 ^ a @ W U� V o L u w 0 l wP wg~zm Q I— Q�XJW�O��WLLUOo��O =cnO�OLLO�00mOzaQ O O Z fnw�r n. jv5wwWtn0 ww<ow gW J QOWOM�F- OW p =O o<< QUQ LL - a LL i O Z W O F_ >(n0 u) `(M O a�LL�t' a w u� �- a. M Z U W W Jc:) O Mj 1 4 i 1 1 i O o o CN M "�� N � N M N � Q rn o r 1 i j z U) w o 0 0 Lu z�- v/ VJ az O zw 0) -� O L11 U W o 0 UUcj) 00 C) Z F— wt=< w 0E- �I_2 NN LL O EOM . / < Z O gWx aZ Z 3 F- 0 U a. _0 W z Z w W J O N O N LAST PLOT DATE • . April 22, 2022 z O MONOLITHIC III FOUNDATION PLAN B 0 io W v bD 0 (V to 30'-0" i 11'-7" SH 25 HD AT 6'-8" EGRESS l 5068 SGD 0 H.B. \ LO U � 2868 � \ J Q \ N \ U' \ N OWNER'S SUITE \0015 8 X 11 11 \ 0 8'-0" CLG ti F \ 12'-7 5/8" 6'-3" T-9 1/2" 6'-0 5/8" GREAT ROOM 14'-4" X 12'-6" \ VAULTED 2868 2.5/12 VAULT. — — — 2868 CLG I 12" DP r` O,_ BATH C (5) sH �;, 8 0 CLG W.I.0 TP 8'-0" CLG rn I 36" x 60" TB Go SHOWER PAN rn I DRAIN Oo �' M DINING I CID o N Y SHW HD in M 10'-0" X 12'6" I & VALVE N Q VAULTED I _ - o C N R&S C .o> u_ f CID ofLN co 04 I T-3 1 /2" 4'-2 5/8" CMCID CPT. I M m 06 I OD L? o BEDROOM #3 o I 1„ 11810 12'I6' XH13' 6" g I cv _ CLG VAULTED - N cn - o N Z 0 �o O N 2.5/12 �O PDWI W X:z VAULT-4 CLG Y 00 2'-3 1/2" `'' 1 V-6 1 /8" g2L668 4'-6" 2'-0" N 4'-5 1 /4" 7'-11 1 /2" CID 3/8" '-3 1 /2" 2668 = 10'-3 1 /8" 8'-0" CLG REF �s6'� (V BEDROOM #2 ( o TB TP N I --- I BATH _2'-9 1/23-2 3/4" 8'-0CL#G2 co I "' bo0 0? 0 Cn 2.5/12 _ — VAULT. o / INSULATED r CLG = / o WALL Q 1 20 MIN. L---- 00 AHU PLATFORM M RATED DOOR W/ WEATHER 22-1/2" x 54" LAU N DY PROTECTIVE FOYER 8'-0" CLG STRIP K ATTIC ACCESS BOLLARD 4'-4" X 12' 00 VAULTED n SHELVES IN r` LAUNDRY AT 60" A.F.F. 00 DRYER C) D W VENT HANSEN 0 1-01 13-1/2 BOX `r 3-8 4" PADDED TWO CAR GARAGE FRAME WALL 8'-0" CLG 00 I HD AT ________ -------------I LINE OF GARAGE IN 2'-0" 4'-0" I OPEN POSITION 00 I I in I 4'-8„ 6'-0" I I I I PORCH I I 8'-0" CLG — — — — — — — — I I O I I I I 16070 N 2'-0" L 6'-8" 2'-0" L 1'-8" L 16'-0" L V-8" 11 10'-8" 1 19'-4" of I FLOOR PLAN (ELEV B 1 /4„ = 1'-0" 30'-0" 00 N(0w w UQ0 ow x C?N NSW U) ow H.B. N N M N 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. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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) JUN 1 1 2022 T,;�- REVIEW ASSIST „Jfe' ssrFt.Inc. ,v„,v c tc— d and a roved ith the 2020 FBC 7th dition by Debra Anne Klahr PX2300 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 ti N pNo ,N v ` J bOy� '.'t�' Ln Go LU LU w 0 z Q E O W L ^ C �O CO '? 0 M N to 7 V �� m A, L Z W 2� _�O O [zo 0 o � Q ._r C° N w Q:;j N c N s` o E M o t" �a v U' W W W,W W J W20,0 W�-J�O?W<11002-'0 Q Q V F- j 0 QQ Z LL LL Z O10 Wir1.5 O�mZ: Z Q U O Z a cnww 55 �Q (A LL ¢�QOwQ55?wz0��oa. Ow ��� �Yo�Q 0Q p =0Qz Q a O LL - LL Z W O� I.-:M O Q U) cM � �)LL- ti W F- a. M Z U W W JC:) A 6 I I I i I O CM 0 NNN � 0 M 0 � O � a N E ' 0 O O 1 ' z O 05 W o O C!! I I L0 > � N cei zZ aZ w C)z W co Cy)O v coo C-)0C) Lo O o�0 Q O Z F— a —a Ltd = WLU a M~w I- O Zo= . . w O Q�� zwo M Z U gZ_ u az � Z F- OU a _p W z Z W -j C)0 C) LAST PLOT DATE z }' 0 J FLOOR PLAN B 111 'R�'1' Rh 111 II _ 11 I1�i11 c 'd ROOF FRAMING PLAN (ELEV B.' 1 /411 = 1'-091 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT 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 \/V\ JUN 1 1 2022 "ZI)AL REVIEW ASSIST .Assist, Inc. r ew cornp!eted and approved i ' the 2020 FBC 7fh Tuition uy Oeora Anne Klahr PX2300 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION /CJ3 oCJ1 7 ;1 U V-0 5/16" 2'-0" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING SHINGLE ROOF HEEL= 4-1/16" LABELED END MARK Total Truss Quantity = 79 ATTENTION! DON'T LIFT SINGLE TRUSSES VATH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -Bt 30' Span or less 30' to Spree 60 degrees t �. .l or less 1 1 112 �l ) !� 2/3 to 1/2 �I one span approx. Ta91 line 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-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. LOAD DESCRIPTION INIT. DATE R/01 Created from BID 8312288A AS 8/62015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9118/15 RB01 Add Vaulted ceiling in Great rm, AS Dinin nn Kitchen Fo er & Entry 12/292015 RB01 LC9 AND FBC2017 HAB 12/072017 RC01 RE-CALC A7G B.C. AS 7/232019 RD01 LCA JTH 11421 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: (863) 294-2488 BUILDER : LENNAR HOMES PROJECT :TOUCHSTONE MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450B ALT DESC: OTC LOT BLOCK r7E7GNER PAGE HAB DATE 0�3 06 2015 LAN# SCALE N321594R 1 1 4 "=1' N N 0 N N N IT O FL 0 ' CO , o o ►_n FV�1 w �. O r k 1 �• f LU 0 z E W L. '= `o M U MN cn V W i � � p u S 0 O '� g a� Q s U �� . �N V w Q- cO Eco rn L NN W w� W W2�O Q z OU �I- l.i— 5_Eaaz —I— CU)W3:W ) 0 QOX J LL o O 011Oz0x00 ioz JU Z<tL W 0WW of Q QOWQ9zzz0W0aOQW�� J OCo mwa OQ o oQzq�Q Qll 0 LL �QW z04 w O� (0 J ti z 0 H co O Q i/) M � LL z < w LLi F- W M W IL V- Z U Wz W JC:) 0 dam' I I :11 I I I O oo� N CM N CN� r N M N � O N rn O o O I ' z O Wo > 0 N 0 M I I I I I 00 Cr }Z Z v/ ¢Wz O 4­0+-� w Kin 00 O U W UUU =)z> oWo Q C:) Z H it V) = W m~W U_ 1-E- rl zo= . Q Z v0 gW� az Z U)z U 0 _0 m a. Z A3 z z w W J o T V/ N O LAST PLOT DATE • April 22, 2022 Z 0 J ROOF FRAMING PLANS B ory f%" ROOF PLAN (ELEV B. 1 /411 = 1 '-011 v GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALL: 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 = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE PREA / 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 Jo 1 1 2022 \RA VIRTUAL REVIEW ASSIST ,�!Pview Assist, Inc. _-,,\i completed and ap oved for co r„:�;�cA v�ith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N LO 'd J p0�� •� Co to t •°s uj Q •'' w •'r o z W A' n, Z.i `0 `1 U M v di N V -0 � °� ai C t 0 D 0 2 g .4) •� LL_ 8 o Q O t *N Ci V w Q� E >` o W W w (0w 0 F. � � T _j of z� W O0 2 O 0 LL 0 ~ J< w w LL 0O =U'WOW2zowoomzz J O Z v� a inww cn w¢ ¢�¢Ow¢55?wzOw�oa (n LL Ow ��F- � W 6 OQ 0 o¢z ¢ ¢ ¢ LL 0 LL i 0 Z W O� � cM O Q M � Nrt LL z F-- cyi 00 < >- < Z U W� w JQ 0 J 0 00 04 M ��Q N N 04 N cl _L rn o .- o I I ' Z O o o i I Lo w c- Ncc) Cj0- Q Z w O W oo O w U U U O Owo or< Q O z t— a -a Q W Ln = m~III �o rl zo= . Q z gWw az z (/)Z F OU _0 m z Z W w J O N O O LAST PLOT DATE z O _J ROOF PLAN B ELEV AT 8'- T.O.M. ELEV AT 0'- 1 ST FLOOF SHINGLE R( ELEV AT 8'-0" T.O.M. 5/8" STUCCi OVER CMU ELEV AT 0'-0" 71, 1ST FLOOR FF FRONT ELEVATION B 1 /4" = 1'-0" REAR ELEVATION B 1 /411 = 1'-0" 12 5 SHINGLE ROOF 1 1/4" THK x 6" STUCCO BAND 5/8" STUCCO OVER CMU ELEV AT 8'-0" _ T.O.M. 75/8" STUCCO OVER CMU 00 CID 2'-0" ELEV AT 0'-0" _ I 1ST FLOOR FF \ �— RIGHT ELEVATION B 1 /411 = 1'-0" ELEV AT 8'-0" 7-1 T.O.M. 75/8" STUCCO OVER CMU ELEV AT 0'-0" 1ST FLOOR FF 00 io LEFT ELEVATION B 1 /411 = 1'-0" 7 I A5 I I I I I I I I I I I I I ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ,IOVERHANG DETAIL a ROOF FINISH PER ELEVATION ROOF SHEATHING ' » MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 _ A = - !;NCMU COLUMN DETAIL r 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. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) GENERAL 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. NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY JUN 1 SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO T ueview Assisi ,.I Review Assist, Inc. unc; :w ew completed a n J nth the 20 r I' ;1ttc,.;1 t)v Gej, ,�,r, �e Kla 11 ' ELEVATION DETAILS 8 Ate-1-111, 5/8" STUCCO FINISH ---- 2" 6 L VARIES (V (V ASSUMED GRADE 9 ELEVATION DETAIL 1 1/4" THICK I �LI m7 y s' N o o P L0 7 , O w 0 z Q ^` W K E L '� .gyp `''• o C) M N m } N UDII� �M -070 °0 m ai E - MMp O U O 0 ._Cu 6�} V W �N C EM W L 0 rn N CW-^J o w w 0 W< W.2_j Wg z O 1.L U H j 8 R J w x 0 2 2 0 0 awo ww—z wFnw Z: Q P 0 C�'1 0O Z a inww z XQ Q�a0WQ�zWz0W°oa LL Ow �I-F zsYOQQ 0X o D oQzx Qw Q LLQ 0 >f O Z W 0� MO Q u) CM � 2U)�ti H W a- M WCL2� Z 0 W W JC:) 0 J 202 a VOd FBC 7th X2300 I C O O o coo NO N N N M N 0 N O 1 0 W o o I 1 � 00 } ZZ U) Q z w O go 4- 0 0 W _ W O O U U U O ::)Z> owo o� Q O Z I— a a L�) = W mitW F- _ ZF-o o = ■ ■ W <U) M Q Z C) gwwx az w Z LnZ F� pV _o W z Z z w W-1 Cov/ T N O LAST PLOT DATE • April 22, 2022 z 0 J EXTERIOR ELEVATIONS B A/C DICONNECT WP GFI ELECTRICAL PLAN (ELEVATIONS A & B 1/411 11-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to looter steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM V v JUN 1 1 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and roved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET -c%> TRIM --- BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ SMOKE DETECTOR V-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 e) FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET �9-- 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: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL {�- CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR SMOKE DETECTOR °U-18= UNDER CABINET 18" cS-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 c 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 5F24:99 24" VANITY LIGHTING 9;9-m 36 :;-uR 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 IM CHIMES (DELETE W/ INTERCOM) MASTER STATION -MiZI ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER ® THERMOSTAT EM 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. C'! W `0 U M I. -di tN V O °0 m W - M j p u S Q s U .P .N ^ ` d w Iz: CA C W L O aa a a w� w �W Q W J WmO �a ��_,)0< U00-j0 Q < �X W O OQaHP g�09O,0R0 39 WOZnwo_WWww—��0WQ J - zWOoa._j<�z LL 0w �H� �YZ O Q O O O Q LL Q Q Q � LL i O O Z CN O� U) � ti z F..7 M O Q � M � CL U) LL W ti z W U� F W a. tM 00 Z U H W W JC:) O d' I O o o M NO N N N N N rnCDI I ' z O cc� ' V^ / Q� N (7 N Q Z C)zw W 0) � O v WOO 6"V, L O oLUD Z F- a -a Q L = W m~w E- ri ZO= . m O Q Z gww w,L az z m 3d- Z F� OU Q W z A6 z w W J O N O LAST PLOT DATE N z . . }' April 22, 2022 J ELECTRICAL PLAN IIIIR �:I 'R ' 11 I 1 ii 11 11 _II'-- II 11111, 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 11 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 PGSITION 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 Ys INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, Py = 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 WHERETHE COVER DIMENSION IS SHOWN TO THE CO FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 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 TQ ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED 'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' 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 V-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo4r and mortar along the foundation perimeter must be removed be ore exterior 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 constnuction 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. \lr_�, JUN 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. oved Plans Review completed and ap for compliance with the Klal02h f PX2300 Edition by Debra A ,P C o N V ` J 7 ' °sr LO 0 00 ° ° ® N LO t: a W 0 W 0 Z Q E 0� 0 CO 04 N V m °) 0 CO cM E t o C O o O 0 Q U 'O 6 Rk f '� W Q.N C V 7V�J L °O E 9 V O N 0 W w W� W >J W Q m 0 O o'7)_ u-cDOL Q Q V J�03:1r D d O Z LL 0 Z M 0 JO H Q Q jdW W�Q 0W nWWQZO000f gzO�rOOmzgoz U O�_Z W�Q=a WzOQ p a QLL OW LL QLLO 0 04 z� 5 ti cO Q 0 CIOLO G ofaC-M Z V Z ?� W Wo O J I I I I 5 I I O CV o N 0 N 0 N rn o o C) ° I ' Z 1 W� > N M ♦/� ZI­- <Z W C)Z f+ 0 W 000 W U U U LO i.1 0 0 Z j oo r o z a�.iRa Q O = w=a ~~O H r-I z 0 = W < F- . 2- Q Z Wujw gO � Z W �Z r U � 0 _0 m z Q Z W WSNOJ C) O O LAST PLOT DATE Z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 16GA042" LONG (3W!-1" CROWN) l�i STAPLES @ 6"' O.C. VERT BETWEEN MAX jrf-- I j 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET I I I ( I I CROWN) STAPLES (a) 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = T-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH` '*ONLY APPLIES TO LENNAR TPA)JAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR -' GAS METER O 0 H C G O O O a �o 1'-0" L0 9 ' of o U 0 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. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'4" (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 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 w 15/32" CDX CID PLYWOOD OR 0 7/16" OSB RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0' + + + + + 4'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++t++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 314" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap + r + ,'f FILL CELL-- STD. 90° HOOK r— BOND BEAM W .. ............ ........... ..... a STD.90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. ... _ ::: FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap • � 4 max. Clinch nails when possible 1 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/PlywoodlOSBtyeb stiffener 2" min. required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. -Under 2nd floor coh imn wi Inane N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical Inad transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side atbearing. 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 I IsP 3" 11 nr11 nails at 6" nr. �'/ Provide adequate bearing 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) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. mom J 6" A 1Y" ROUND HOLE MAY 6,. 6" NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER�DO 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 1Y" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" 1'-2" V-2" V-3" V-3" V-7" V-11" 2'-4" 2'-9" S-2" 3'-7" 12 V-0" V-1" 1'-2" V-2" V-3" l'-9'" 2'4" 2'-11" S-7" 4'-2" 4'-9" 5'4" 16 V-0" V-1" V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4"-9" 5'-7" 64" 7'-2" 20 V-0" V-1" 1`-2" V-2" 2'-0" 3'-0" 4'-0' 4'-10" 5'-11" 6'-11" T-11" 8•_111. 24 V-0" V-1" 1'-2" V-3" 2'-5'" 3'-7" 4'-9" 5'-10" 7' 2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000s BCI 6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d �GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I- Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET A/C CHASE 4" PVC SLEEVE THRU STEM N.T.S. WALL Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4"-2" gap 1 Backer Block :I "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 to p oP required if hanger flange is laterally supported by joist hanger. dcesn t meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM--/' 4. SEE PLAN FOR °• a . • • FOUNDATION INFO STEM FOUNDATION GRADE �—REINF. SEE PLAN i A/C CHASE�4'PVC(2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A v� SIMPSON H10A (WHEN REQUIRED) w/ (18)10d x 1 1/2" ° ° °° NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION G o 0 II ' II ,ICI � e. a. �, �II�II- �,. ' I I -I, I-ve • • - I GRADE SEE FND. PLN. SIZE & REINF. '712- BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION a ..d e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d e' e e -� — — _ a. e ----�\ o Q --.— —. // as a /Q �I e- a e ��—------/ SEE FND. PLN. SIZE & REINF. VR/\ JUN 1 1 202 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klliahr PX2300 04 04 N r N N b I ,oa C) o J 00 LO Q LU o W 0 z Q 0 W �'? U Cf) N t4 V 70co m M C: w O u g u- V/ O g 9 s L) T - °N V w Qv cO EM W L .5 V' LV wUJ w7�0 WO9g, 0 ofQIL.V02_J0 Q Q U Cn ZzW HD00�Z00000rgQ ¢�pQ�W SOZo- �JxLL0Z�0o W W CO ww z-�Q QOW 31Q W O0 =❑Q Qo�Q ali O Q >IE o Z N O_W ti 0 l. c M O Q (f) CM � G U) LL z Ln F— W I- M a" V- 00 < Z U W W J CO 6 I C)o C) o00 N N N M O v N O o o I I I I ' Z O CD w W o 0 0 ' ' o e- N M M' CT* } z~ W aZ W 0-- O WWoo U U to O :3zj ❑Wo or Z EL X Ln = W W IF O ~~O �--I z O = . W M§m wO O Q Z gait WW az Z LL �ilC zQ 0) � � � OV O IZ m z SN1 z z W/�� J V♦ O 0 LAST PLOT DATE C4 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 H 1x2 P.T. HORIZONTAL I TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C._/FINISH (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD x MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER - MUNICIPALITY. N 4"1 INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E CV ,% 100 D&IIHI1=1 - Z_ in 11 1 1 II _ I = 00 - - 6 MIL VAPOR z BARRIER 111 ; D t> • • I I= <V COMP. SOIL. e OE_ (COMPACTED TO 95% I I� 111 I NOTE: EXTEND DECC FINISH MODIFIED PROCTOR 11114 I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. VI (1 STORY) STD. 90 HOOK U.N.O. 4" VI (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB BLOCK WALL BEYOND O.H.D. RECESS z -- J. it. 4„ 1 �r SEE A/S3 OR J/S6-� I� I I III I, I I I II I I; FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / VI (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'1 (R302.11) 1/2" GYP. WS (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 °' e II�I�111 0 II 11�IIf :- 1 8„,. l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK OIL 4' A.F.F. e . e. ° a C9 d .e. a a' Q . ELEV. -0'-3 1/2" z ° . A 4 2x4 CCNT. o . A. e F.F. ILL aAVe 4a N V. e 4. e GARAGE DEPTH VARIES a V Y .4 .e a ° A ,... a Y 4. AV GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1111 P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR all (6) 1/4"x31/4" TAPCONS SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN .e o D ° o' 2 FOR CLARITY ° R ' ao ° °� �I I �I 11=1 I �I I It 1 I-i ° D II�I1=II�II�l�II� Z NOTE: " ' 8 ° �I I �I I I —I 11=III—I 11=I I FOR BEARING WALL N W/ UPLIFT ONLY — iil�lll—llliTh'�'ll I' ���IIII�II�1�•1� FRAME WALL TO C.M.U. WALL CONNECTION 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" ° ° v GRADE a 00 (1) #5 REBAR w/ OPT. I—III=1 I I=1 I I I I 11= I KSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M '..; —III=llpll�l�' ' . ' ."..... -11r IlllI . i .., _ I � � I-1 I , 14" I _, SEE A/S3 OR J/S6 --- -'! I I " �II r FOR REINF. INFO. 3" MIN. CLEARANCE 11(1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"13/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E e 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 11 12" TITEN HD @ 24" O.C. OR 5/8"10' WEDGE ANCHOR @ 24" O.C.) 211 3 1/2" MIN. b' e' 0() D e �_--�T�TIT_TTT , 1 A •' s TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I- �_ 1 I rI I I (2)#SCONT. II -1 4" VI 8" U.N.O. MIN. TYPICAL BEARING WALL Cad STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE 'I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 31 /2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE I6x6W1.4xW1.4 WWF OR FIBERMESH 00 r(31/2"(min.) - 4" —III III =I (2) #5 CONT. U.N.O. �-4 MIN. TYPICAL BEARING WALL @ STEP 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 L� LAYERS W/ TOTAL THICKNESS 7/8" OVER +I METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR FINISH GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy- 60ksi] c*� a p . 25" MIN. LAP [30" MIN. LAP] —III=1 I � I I - 6 MIL VAPOR BARRIE ' °° #5 REINFORCING BAR R 1 7/8„ I I I o : I I • I 1 A. I �I I �I I I I —I I �I 11=1 I I I �� I' #5 LAP SPLICE COMP. SOIL. (COMPACTED TO i I I — — —1 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM ' I �I 111=1 I I I �I I r 10" #6 REINFORCING BAR #5 STD. 90 HOOK D1557) =III ��I�I�I�I---I, 4" V-4" 1 I�I11 III' #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB y n,_D�, J CONT. BEAD SEALAN INTERIOR ° ,4„ CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE m w M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"1 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E= 6x6W1.4xW1.4 WWF OR FIBERMESH A. 1 K S3 SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W p U � e . W ��I I I I I I I I D •D a. o ' II III ° 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 INFO SEE PLAN FOR TOP OF BEAM IV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE ins• o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w 0 SCHEDULE j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o 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 ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� COMMUNITY SPECS (2) #5 CONT. ' =1 IF- ON 3" CHAIRS (TYP.) 8" VI 1 /2"(min.)- 4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH mIt E I�ICD 11 I I —I I �I 11=' - 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH c� e �'' e . a I I I I: N I _ I_I---1�1 11- I -1 I IT1 IV. IF E d a SEE A/S3/J/S6 111,- I I 8 " 4 �— ' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. r ' co GRAD d ° in d c� ° S Z W oII I Il�ll�ll�lr W °oo�= I�_' • , a�.l I IIIII - za LL cn 'ICI °II II ° IIIII d II II m R Cr � I I �I FOOTING � III ...I I _L I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. C� JUN 1 1 2022 VIRTUAL REVIEW 4S51ST virtual Review Assist, eted and approved Plans Review comp for comp FBC 7th e with the 2020 Edition by Debra Anlie Klahr PX2300 N N O N N 04 CD 130 G <„ to W z Q LO n E O W L C '0 In MA Ci 7C)� m C: A, E t O W O O 2 0 _p w T�1 0 v_I p a� Q t Ui)•O } C W L �o EM -�a� 0 Q ofW W LLI 1: LL'01-- �Q ��I z Z °��aoa�QLL�oLL-jo Q H U a X-��x30� O� C3 n°��oZoi2oomllacai �H cy 0 0 Z J(96- C'wozz�owpV a on. U) LL Q�QOwaU) mW2S ow �H� gyz o oQ v Q a OQ 0 �QLL O O CN ZW 0— U) O _> U) CCM O aJ W _M Q >_ Q Co Z U WZ� W O J O mi ' I I I I I I I ; O o 04 Q 0 N 0 N M O Cl) ` N C o O � CD o I � i i i I ' z 0 W of o o I N C6 I I ' 00 o- >- zZ v/ Qz O ZW �--+ O W VLo W O O UV� A i[ it O oZ- gw0 Z n�iYa Q C = 0 =< ~~O r-1 z o= W 0- 2§2 . M Q O �. � z UIzZ gw& Ln Z U � 0 CL Z z z z W W J CD N LAST PLOT DATE N O .. Z O STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d 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 \SNP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED II II SINGLE 2x 2)16d BASE PLATE W/ (2) 16d TO TRUSS BELOW i 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE ij/ 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. : /j — AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE 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 / NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER 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 21/4" 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 WINDOWrB S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J SCALE: N.T.S. rm ■■ • •• .�. • • . ' •' • 17 ■■III III■■ Milli IIIIm ■■III IN �IIlI IIII� ■■III Ili■■ Milli I!!I� ■■lii II!■■ Milli 1111111110 SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL ' EMEN, m'NEENIMENIN" J - T W O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° SEE PLAN FOR FOOTING BOTTOM OF MOUNTING B DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. SHED FORWARD THIS DRAWING. GARAGE ENTRY FINISHED MASONRY DETAILFOR GARAGE DOOR AND WATER rp SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIOR WALL CL EXTERIOR WALL 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. 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 I I —I I x x SIMPSON SP2 w/ (12) 10d \ �' II I_I II NAILS AT EACH STUD \I� —DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED n I COMMON WIRE NAILS @ 4" O/C u BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP GI - -- 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/ RDER 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. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN 7x 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 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.) 1< 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a' WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE °' n ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° a DOOR STOP PSPN516Z w/ (12) 16d NAILS a MOLDING 1,TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF DOOR E ' SPLICE STAGGERED J-BOLT TRACK BRACKET vvv1IIrw1� 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 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. OHO OR U.N.O. SEE N/S4 FN/ti(; ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. If V /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 VI P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d °a e. • M/rl, 7/ N' J • 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 3P2 NAILED INTO TRANSOM TRANSOM FRAMING FRAMING (P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 LINTEL d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 d TRUSS BOTTOM CHORD OR 2X4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U J < r CD 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 NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE f- 2X BLOCKING I ° 2X8 P.T. BOTTOM Pr E G' 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX (MIN (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 JUN 1 1 2022 igTUAREV'EW ASSIST Virtual Review Assist, Inc. Oved plar�s Review completed and a fog cO+�rii-1nce vp/ith the 20hr PX2300 Edition by Gebra Anne K N N O N N N OF r co U) Q r y Z ., f - p` . w o Ij 0 z Q E > Q ; o MA � '—t CO4)o 2 o 0 ._ o U- o a Q ua —t N w IZ:;� N E a` o � u a W ow (6 Wow H~ < � <,g~z� W MY Z O w LL V O0 (� Q Q F- ¢ X _ � 0 � ') °o ZX ozmo °v,�9ozo�oomZz Lu U0 �_ j 0 0 z o z _jOa�zYOZz-01Olya Qow°���-�Wo�°�Q O< o Z) 0QzLa U- O F a LL O Z W 0� :D I-- z M O Q (n M qqt ILL u ti z < w <� LO I— w IZ (M 0� a' 2 o Z 0 WZ� W O J O mi I 1 I I 1 I I 1 O o N 0 N 0 N co rnCD M o � o I i ' Z O_ W C) 0 o I I i I � > r N M 1 1 i 1 'I} ' 00 ♦) >_ Z � V az C)zw 4_0 CY)OU W W O O � ^ i� 0 z j_ Oro Q C:)= Z aR(L W=a v m~O H T-� 11' z O = W m Q�j ■ ■ Q 23: `! Z 0 gWLL az �z V � O O z z z z w W o N 0 LAST PLOT DATE z O STRUCTURAL DETAILS SIMPSON HGAM11 W/ (4) 1/4"xl 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 - IRSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS IF >9" SEE 10/S6 45° ± 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR ' 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 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 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. 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 SCHEDULE FOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF , 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) 8d (2)10d TOE NAILS @ EA. FROM LEDGER TO END •� BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 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) 1Od & (2) 1Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10d 3" 4" O/C ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE RSH ON FRAMI G S - [ ] - N HEET FOR SHEATHING EFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) IN SHEET S5 FOR '- :_BRACING, AND TOP ' SEE STRUCTURAL HORD BLOCKING N - _ NOTES AND NAILING JFORMATION `ID SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS VOOD TRUSSES tO - 00 _ 00 2"x4" CROSS BRACE APPROX, 8" FROM x4 RAT RUN BRACING 1 1 1 1 2^ RIDGE FASTENED AT ,T 24" O.C. ON TOP OF EACH JOINT w/ (3) OTT. CHORD FOR 4 RUSS SPANS 10d & (2)10d TOE NAILS @ EA. END TTTACHED W/ 2 -16d ,T EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ (1) ROW () () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF (3) 2" x 4" LAMINATIONS W/ 1 ROW " " 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ►/C w/ (2) 16d TRUSSES FROM EA. OENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° ADDITIONAL INFORMATION. IINIMUM 2x :BOSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE kTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 `- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [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 C7 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 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE - SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z uU BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,,,,,2x4'7" BLOCKING @ 48" O.C.16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C1715 GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, `CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. kq 1 MM FInF1 STOP CHORD 2x4 #2 SYP BRACING SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION VR/\ JUN 1 1 2022 C/ VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and a ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 =_ r F N N N 0 to a Z w z Q �Il E � °v W L ? M Cq Q0 Z) 2 o _p 0 U-g m a Z �N I }* SZ� � w cii C a)` 7W V CO � L r ^ a -0 w W W J w m� o OHaa' J Z , �— H (n0�WcnLLU0U a0JZLL0z20~a¢Q Q0 onWIOLLpF00mOZ �9U COW Wu5Zwow0 0Www�¢�_U¢,OZ <�wOWoa QQ o, Q W gwzLL O o o a a LLQ >E O Z N Ow > 0 �MO J Lo I— X 1011- cM froo CL :>: � Z V WZ� W C:) J C:) CD I i i O o N 0 N 0 N M � M rn o o � CDI I i i Z O W 0 0 o I I I LO `l, � N M i i I } Z Z Q W O Z -1}--+ O W V 000 111 ^ i.i 0 Oz5_ 0111 Oro �— CD Z aRa = w=Q 0m~ LU 1.- O z p = W 1 ~ CO OV >_ Q z gam°_ ww az 10� Q T_z T_ 2 poll Z z z z w W J 0 0 LAST PLOT DATE z O STRUCTURAL .j DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. APPROVAL FOR CONN. 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING TAPCON. INTO BLOCK@ SPACING PER MANUFACTURE 1 „ DETAIL DOOR JAMB (REFER - TO PRODUCT APPROVAL FOR CONN. DOOR JAMB (REFE;*k "RYWALL TO PRODUCT APPROVAL FOR Cx4 3/16"0 X 3" LONG FURRING TAPCONS STAGGERED @ 16"x.. O.C. 2-ROWS INTO MASONRYTHROUGH 1-1/211 DETAIL 1x4 P.T. & 1x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1 X 4 FURRING (2) ROWS 3/16" 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. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. z_1 wl nr:TA BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 1/4" MAX NT SOLID BLKG. AT TOP BTWN. II 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) 7/16" OSB 2 x 8 BRACE/ BLKG. ' 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) 1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO jm\\-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 2'-0" SECTION A -A 8" 1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 DrAGONAL 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 31/4" TAPCON (1 1/4" MIN. B-B EMBEDMENT INTO K.) 1-1/4" MAX �r 2'-0" 81, 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) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN11 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K - BB 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. 8" FILL SOLID BOTH CELLS #5 RER (TYP,) STD. 90' HOOK 0 +5A NOTCH WEB AT FIRST 2 COURSI ­1 '^- CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." 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 ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND 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: " .:..:' SEALANT �:'.: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :.;e �`: '> :..; s N PRESS PANEL REINFORCING INTO PLACE. " 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 i.:.: �.. 4r :: SPLICE NOTE: REMAIN FREE OF MORTAR. 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. r// OOOF 4'-0" MAX SEE PLAN .40 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'YV 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 KT SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6+-0" F.F. IE3 , 1 I: 11- �� I I- + n �I GRADE M p z N •D (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 A YP.) THE :S I IAIAl%nCDTADI C IAICTAI I TIrNKI FILLED CELL INSTALLATION I H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE ENG TRUSS DESIGN c -__.. SEE. NOTE I BELOW 2xSUB FASCIA ALUM DRIP EDGE BR u WALL TYPE —��- � —ALUM FASCIA PER PLAN I f� 1-314" TRIM PAINTED f, SS NAIL wi 5116" HEAD F CHANNEL, -4-- FASTENED PER . UTAial 24" O.0 I - NOTE 2 BELOW 1 - a,l- a CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP HLOCKING w? 2-12d NAILS (") CHORD EVERY OTHER TRUSS W 3-12d NAILS. TYP. (") 1. G.C./ BUILDER TO VERIFWPROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM INC FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: a.iJ wl T NAIL .097" DIA_ @ 24" O.C. wi 5/8" MIN. EMBEDMENT WOOD a,/ (3) 16 GA 314"x1,14"CROWN STAPLES ig")- 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 C'A 3/4"x1/4" CROWN STAPLE @ EACH GROOVE SFO� STRUCTURAL SOFFIT SCALE 314" - V-0" {'•) FOR ALUMINUM SOFFITS WITH SPANS REV 09 23 2021 a V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS: 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)1Od NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + C�yGTy PLYWOOD SHEATHING + + / BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP . + EACH TRUSS CONNECTOR SEE LINTEL SCHED. 7/1 ENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 1 Od x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALF: 3M QPP CLAGCT 117 AA111 z 0 0 W U 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLAI E W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND r .. JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 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 REUD. 1'-0" 5'-0" NISH D .. #5 BAR p. 10" ° ? CENTERED W/ IN TOP o _ D KNOCKOUT/ N =I ° CHAIR BLOCK _I -III p MONO FOOTING SIZE AND REINF. PER PLAN III -I AND SECTION DETAILS -I CLEAN FILL I I DIRT z FSTANDARD q P HOOK c4 #5 BAR IN FILLED CELL AA STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING /4 SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. J U N 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and a ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 N .+ 04 N _F FL O�, o 00 LO T � W A 44if O LU z SIN, > 0 ^ 0 W L L -0 ^ U tM CA m N V -a C: O 2 S O �g m Q � •N w W L 0O EM rn a� a� C7 LL1 w WF-� W J W 2� O X � z� WO=2,TQ03�<wUOLLO Q acne OZOR00mZz¢U JO O F- U a �nWw uj it QaQOwQ�zWz LIJ0 �►-� two a ¢ LL ow O� o oQz�¢ L.¢ o �¢ILL iE O Z W O� DO 5 r-, 0 I.-:M O Q r) CIO L �U)LLti U7 HI�0-cM W Z> � Z U W W J � J I ! I I ! CDo o �CC) N N N M Cq C) �� rn o o n o I I I I I I I I ' z 0 WCn I I n L / > N ('7 ! ! cozZ V, Qz O zw 4_0 O W w 00 U 0 Lo -O 0 ozj_ or< Z aofa WL- W=w mI.- 0 0-,0� � W aF-::) M Q O ZWO r� Z (� CL Z it z U O O a z z z z WTT N V� o 0 LAST PLOT DATE Z O STRUCTURAL —J DETAILS - RETRO FIT 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 FIG = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUPAP. • 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 U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 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 CSAFE LOAD - POUNDS PER LINEAR FOOT TYPESF8-0B LENGTH 8U8 SF12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B 81`84 81`12-16 81`16-1B 8F20-18 8F24-16 81`28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 (191 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 FU 19 7181 (191 8328 20 6' 6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7 -6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11' 4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N. R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 1 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR 165 315 550 784 1047 1285 HNR 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR 129 250 450 654 884 1092 (#) 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 CA:T-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-013 8RF10-0B 8RF14-0B 8RFlHB 8RF22-OB 8RF26-0B 8RF30-0B 8RF6-1B 8RF10-IB 8RF14-1B 8RF18.1B 8RF22-1B 8RF26-IB 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 1 3699 5206 1 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1 1770 1716 2277 2839 3402 3966 1167 1 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 1 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 2253 3129 4150 1 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~1r.C,1„r SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^Wr-4~M SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAfi4mil" SAFE LOAD - POUNDS PER LINEAR FOOT -I-YpE LENGTH 8F8-1T 8F12-1T 8F16.1T BF20.1T 8F24-1T 8F28-1T 8F32-1T 8F8.2T BF12-2T 8F16.2T 81`20.2T 81`24.2T 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 76361 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 V-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-0" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1 1634 12 210411), 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113415 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 11 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (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 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1434 8 1694 8 1W 7 14'-8" (176") PRESTRESSED 239 323 519 13 823 13 976 14 1129 14 246 390 655 P626 1324 8 162 11 187 11 15' 4" (184") PRESTRESSED 224 302 485 13 767 13 909 13 1052 13 230 364 609 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 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 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 1 369 531 1 713 1 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37611 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 %6 10 1 44 200 316 450 600 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 4C^=_4~M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18.1T 8RF22-IT 8RF26.1T 8RF30-1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 1 4224 5074 1 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 1 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 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS 11 . a e. a e e > D > D > D 0 0 0 0 A eG o D D � - D O O O Q c o b o o 0 8F16-1 B/OT 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B Q 0 0 e . 4 0. > D 0 ° e 4 > D 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS O o W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO U) x o C m " = to e O N w U ~ w 'c #5 REBAR AT o 0 00 0 LU v ° BOTTOM MIN. (1) =¢Z REQ'D ¢LLCi_j z w ¢ w 16 GAUGE U) ° POWERS STEEL U) r- zBOXED 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. J F_ U 00 th Z = C9 Z= ifl O O #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 JP 7-5/8 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/1T NOMINAL WIDTH- I QUANTITY OF #5 NOMINAL HEIGHT: REBAR AT TOP 0 m W J W C 10'-8" ELEV B LINTEL PLAN PER ELEVATION B 1 /411 = 1'-011 1) :FD J U N 1 1 2022 , VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance v/ith the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 L. jt..r,..�.,... N O C • ♦ N ��• , ♦®�� • ♦ LID O CO 00 L' f ♦ f �' fi . �/ Y- ¢ t F < A ` Z WW G . 4. O Pf ✓ `s"" ' a� W z ^` K E to .4.M oNi V O O U ° �� w M C 2 0 o O S � .� Q o 8 ° s � �U) a Cj LU Q� N C �o E L M W ow (6 w0~ _j of x F-Q X tE LL. Q UX a0J°> WLL_ZM00FQ J 0¢ _j0¢¢W-LLOWmZZUw Z WWOZ<a -ZJO ¢z 0 W W Z WO� QFnZQ �zW� mpWQWaU) LL Ow �F_F- �yZ<< o0 o¢wQ 0 ¢ LL LL rt O Z W cO Q M � J CL LL zF- L �aM Z U W J O (0 I I I I I , I O O O r M � N Q4 �{ cM N rn o CD o o I I I I I I I ' Z X o O O I I I ,^ V♦ W � r- N C7 co�^ Z� V, ¢ Z W O Z m }� ♦'� O W U wzz O_O UVC/) Lo 0 wo or< o Z a a Q = W F- ��}. V M ~O r-I z o = W CL . Q O Z gWir az z F� QZ J OV a. _p W Z Z W W J O N O LAST PLOT DATE • April 22, 2022 Z O STRUCTURAL DETAIL ELEV. B 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)#SU (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L 11)#5U DETAIL'D' DETAIL'B' &'C' 2'-19' 1 V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 1 9462 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-1Y' PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-T 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 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 F-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" 17-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 36G 499 2 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No. 17 4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. 20'-0" 1&-8" PRESTRESSED (2)No. 3 (2) 7/16 strand + 256 256 188 262 2 No.5 N.R. 21'4' 20'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No.5 N.R. + (2) 7(2) 24'-0" 27-T PRESTRESSED (2) No. 3 Ntrand N.R. 164 164 124 179 N.R: NOT RECOMMENDED d DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 f LOWER IWEICAVITY [8x16-P-1 L/l 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 (I)#5L (2)#5U DETAIL'H' DETAIL'J' DETAIL W &'J' DETAIL W 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 ' 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 N 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 C-7' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 6'4' PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 7'-U' PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 81-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-7. PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 101-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'4Y 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-T PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No. 164'4" 14'-0" PRESTRESSED 2 (1 No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'4' 16-9' PRESTRESSED (2) No.3 (2) 7116 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0 PRESTRESSED 2 3 () No. (2) 7116 strand + 1035 1035 478 936 2 No.5 20'-0" 181-T PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 (2) 7116 strand + 21'4" 20'-0" PRESTRESSED (2) No. 3 834 834 390 763 2 No.5 (2) 7116 strand + 22'-0" 20'-B" PRESTRESSED (2) No. 3 720 720 366 716 2 No.S �(2) 7/ I6 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 306 599 Pf Fri i 1 DETAIL "H" DETAIL "J" DETAIL W' TYPE DESIGNATION P-PLAIN UNTEU QUANTITYOF#5BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] NOMINAL WIDTH+ L QUANTITY OF 15 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl2" 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(0)LL SOLID #5(2)U(1)L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAUDG' 3-8 2'-4" 2-0' PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0' 711, PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-T 13-G' 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-9' 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-9, 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 7-9' 64' 6-91 PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-&' 1 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN LINTEL/ 1� QUANTITY OF #5 BAR AT S-SOLIDUNTEL -1 1 LOWERUNTELCA-Y [8x16-P-1 L/1 U] NOMINAL W IDTH j L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#SU (0)#5L (1)#5U (I)#5L 11)#51J (I)#5L (2)#5U (1)#5L I1)#5U DETAIL'E' DETAIL'F' DETAIL'S' &'F' DETAIL'G' 2'-1W F-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" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 6766 8225 9200 9445 4'4" 3'-7' 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 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 74' 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 6-9, PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-7. 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 12'4r 10'-T PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 134" 17-9' PRECAST (2) No. 3 2 No. 5 859 859 591 896 14'-(Y 12'-W PRECAST (2) No. 3 2 No. 5 804 804 529 838 14' 8" 13' 4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1207 1207 605 938 No. 4 15'4' 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No.4 19'4- 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.5 22' 0 20' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 488 488 260 493 No. 5 (2) 7116 strand + 24'-0" 27-8" PREST�,ESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOUDUNTEL -1 rLOWERUNTELCAVITY [8x16-P-1 L/1 U] NOMINAL W IDTHJ j L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L I1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" F-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST 12) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-U' 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 100W 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'4' 1 PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 F-4" 10'-0' PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 17-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 1401 1895 12'-6" l l'-T PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4" 17-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 1490 1 1490 992 1490 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'-0 PRESTRESSED 2 No. 3 () (2) 7116 strand + 1774 1774 996 1494 2 No. 17'-4" 16-0 PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2 No. (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No. 3 No. 5 740 740 393 772 411 " DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTIFY OF #5 BAR AT 5-SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-P-lIL/1IU] NOMINAL WIDTH `QUANTIrY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS 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. 3000 PSI GROUT (PLACED IN FIELD7 Z' 2" CO m• LO co r CV M 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 7'32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (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" 2" Co uT r- LO 7 5/8" LEG BARS: SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/37' STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 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'-B" 34' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 1 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" 6-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 101-9" PRECAST (2) No. 3 2 No.5 2436 2436 1727 2436 12'-6" 11'-7' PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'4Y" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 2 No. 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No. 2F-C 20'4Y" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 1023 1023 576 1121 2 No. (2) 7/16 strand + 24'-0" 22' 8" PRESTRESSED 2 No. 3 () (2) No. 5 898 898 481 947 TYPE DESIGNATION `.}4q1 r}�q•� "i•L•; .�:•� `, •q7 P- PLAIN LINTEL/ rQUANTITY OF #5 BAR AT :1{� S-SOLID UNTEL I LOWERLINTELCAVITY [8x16-P-1 L/1 U] ,: I r;:• NOMINAL WIDTH J QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL "O" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ixl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(01L #5 1) U 0I L SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL 'DH'&'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0' 74, 74' PRECAST (2) D4.5 WIRE (2) No.3 4511 1OD00 9686 10000 4'-7' 2-10' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4' &-a, 7-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-C' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" N-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 C-8" 5'-4" 5-0' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6-C' PRECAST (2) D4.5 WIRE (2) No.4 1 2292 2292 1 1918 2121 91-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1 1113 1455 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOUD LINTEL LOWER UNTIL CAVITY [8x16-P-1L/1U] NOMINALWIDTIJ I L QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8r'x20'I 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)U10)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 3'-8" 2'-4" 7-0' PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 100DO 10000 4'-0' 2-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 1ODDO 8442 10000 N-2' 7-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 N-4" 3'-0' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 1D000 N-8" 3'-4" 3-9' PRECAST (2) D4.5 WIRE (2) No.3 4017 1ODDO 5613 10000 5'-6' 4'-4" X-al PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-g' 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6'-4" 6'-U' PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 8'-4" 6-0' PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 TYPE DESIGNATION P - -'LAIN LINIk L/ UUAN'III'� IJr 4' PARAI $ - LULID-I NTEL r LUWER '. INTEL 1VITY [8x16-P-IL/IU] I '.PI I I AVT.1 i TI q . _S. A• NIIM,'I,. H'r..i i� ] 11''_. I-INILL lA''. 11 a H) CB UNIT '1450' - 1ST FLOOR PLAN ELEV 6 1 /8" = 1'-0" 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 �(1)U)(0)LI SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL 'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'4- 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 7-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 34' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-W 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" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'4- 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 4.Lj DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24r' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL*DO'&'DP' DETAIL'DQ' 3'-8" 7-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0' 7-8" 2'-V PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 1OD00 10000 4'-7' 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'-C 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 50" 10000 7066 10000 5-8" N-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 51-4" 5-0' PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 18'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1 1183 1 28" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY Ur III BAR A--Ti I' NT`I � �If1VrP ,QUANTITY ".VITY [8) x16-P-IL/IU] N iWNAI V'"'l ] LUUPNIIY 11 1' BA: AI NIIMINM T.T rHT UPPER LINTS: CAVITf TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S - SOLID LINTEL -i 1 LOWER LIMELCAVBY [8xl6-P-1111L/1 U] NOMINAL W IDTH L QUANTITY OF 15 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY 4 V" JUN IRTJAL REVIEW ASSIST irtual Review Assist, Inc Plans Review completed for compliance with the 2 Edition by Debra Anne Ki SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 9'x8" SOLID 2'-10" Precast 2082 9235 314" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-T Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 74' 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 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 17'4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4' Prestressed N.R. 138 27-9' Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = NOT KeCOmmenaea N N O N ,rf r " r c T • ,- 00 L1i - a >- W W Z Q �1N` W N L i �? o 'c�� 3 N U O Lp U a C: EL O' •� O LL o s sae Q .N ^` W zw 1.J Qd' H LN C cO E L _M tz,N -o a W W LLITn Lu ~ILL! FQ -i O 03IxWLLOU-JQd W O wgezH x 0 OXj- I J L�Z�OHQQ 0<zL �LUwnU W XZrWm 0�Q Z Zj0WN QOZ<Z - 5<F�5�W25 OoQZa. o OW Q QZgQ QLLLQ O LLU 0 Z N _oW_ U) ti 0 O F- M Q CO � G vJ F- W M 00 Z U � Z W O J O A nda ov I 0 F BC 7t Vr PX2300 O oo� CM ��� N N N a co O - O Z O > Ln o 0 0 co zZ ucr Q Z W C)Z CO }+ �/ O W W O O U U LO O 0Z5; O�o O Z I- a d In W Q m~� I-F- Jql�r_// T7 I.L� Z Q 2 W ■ OV Q Z gWW d Z Z UZ pU ow F-M z Z J W O 04 0 0 LAST PLOT DATE 04 Z . O - STRUCTURAL DETAILS ELEV. B Mounting Brackets 10 Gauges +V2 x4.1I2`x2-12" See AnchO1 S,-hedule Bolts 1 Q' Na. A32 (Typ.) Wathprs / Sdotkinq Nuts Back Cross Support (Flay he Cut to WJ Right Bracket (16 Gauge) " 414 Seff-Drdling Strews Al'C Unit Bottum Wigs: e Hurticane strap a (Tyt3i0 3 in friant) T Front Cross Support lay � r-u t to W ) Left Bracket l 16 Wuge, a 14 5eU-Driling Screws Tt)tU BtdLkets S Back Crois Support Into A/C Uni Bytom Side (Typical. 3 each side for htarricarle ise) mitrv{Lrtwa axawinri, sir€ pna afi-J ert)n -, llar-vmic A. Rt- ftt 1 Rasood Scal DtarrinE aval�.lsti, "a segYeN eat Car WA spisivI Flotlds Depertnlent of Business & Professional Regulation gw I a I Building Codes and Standards Unarm, Product Approval Application Detail Ss9s lrdtLS U2 taLL amtrlsdDa P3se 7YAl YJaulaO M L In(greaaLkne• VeidatedM Y t9 ! Eshmma1 kial�lad' am A1Simdhs 2020 Soren V.m RMIJ .arc Wheal -from Hamwa F. Norrlo P.E Lock carder, PE. 121 VIM 121142020 1212Ni020 A *tad Cai*GW. SMId1rAl CamPdtems iiin 441-8368 PE737T6 (334) 306_1800 ata(:alospir. : PrcdXM »badl,csdesa Result of unfoeimartgetcao May Technology C_'p4.we 1111".6 E--W bm Repan #win a Randle Registered ArcnitoCt or a Wism e l floras LidazLe .t aig" FYdeislonal Engineer tllaps me zmmlgjkudlm 'uhhes Fsaludeguilist Alaraeedrer Us• Ap lOtnpi& 2ag wm 9a use aAm[ (mow K..kLrt Rustics press- 81uAVen144.d!I Ha4P510 Dual Fincam Flied ate Ventilation V-f 12I311112M Yes Y-. NA 1001100 2 Srr w'ii mo:MDe154a711 D4el Falm'.tim Flood *ad VaMlatim Wnt 1201112023 Yes Yes Nhk •IOOF100 3 &Mnyem Lloael11540 5m Insulated Read V4m 120102023 Yet Yes NM •tO0F 100 a 5madvent llade, 91540•52t hsudelednoad VaM ty3u2023 Yes Yas NM rt01100 6 Snawon mode24 Yllil 169aud; Gallup. 000r Flaw Veer 120112023 T. Yes NM WA 6 SnMVerd MolYi16ea570 Weed NM Me•rtled Fied VAm 1201IJ2023 Y" Yts NA -10ah 100 3mo4V6V L6ldetl p134a574 14.SAaprJ: Dames Dor liked Vw1 12r31r2823 Yee Yas NM WA Florida Department of Susinesss & Professional Regulation >as., r, Building Codes and Standards 1114r"l Product Approval Application Dull 226 moot testa go Q1thloas an JIM Vh w YAMCN WK Quad sae a I'c. as YdkwmlLk Yuld" tktmom UKJWRMNK da L d admit R"sim 2020 Dread botsie. try Jabs, a,uf"m 2au3,Ny R pust Lod. BOadoal P.E oenor2a20 omg12Od1 OW012020 IOil 3--020 AprOAd Category: Mooning iaua 3p ial I Pe-'avzl 'nest' 30o-'l 6utcasYory. Metal lauding isaunaecIdeux ,neon Caviar. Meshed Evaluation Report from a Haim Rapstarsd Archilecl ors Ld tad Hands, P'ohai" X Enghser FI MMn48PnoAdcb owes ANLra xt Asera Nd fly Us• Approved OISIkt lmaul RIAM EW! hosiers BMW, stab- 0r Nam. prodi Italsodollon ffi111M LuLam EL"s rt 1 Drexel Malec R..Ong Systems 0e1G IWN& D%C lWA6. BMO 1156 0MC 2003. 12,3112025 Yes N. NM .0I.13a Cale, 5V Florida Department of Business & Proliessional Regulation Pow 2.14 Building Godes and Stardarde a3rvz2 Product Approval AppNcation Detail d Tm Yeryon Manurtecturst €RCIMer & License Vailde(v a ea a voiiootgd FBC Appraiet Appray0<1 §ititu Review 2D20 Trerma-Tru Corpwalol S4nbe Jaspetson Lyndon Schmidt PE Ryan King. P.E 04M 51 12alf2020 2C2 Du12212021 0150sir 021 Approved Category: Exterior Doors (800) 843.7628 PE-4, (843) 767-WW 6ubCaHggly, 9,Ners ng Ederwr Door Assemblies N-epersor�dermeW.to Compllamae MWwd• EwhAmpl Report froma m Florida Ragalered Architect or Upensed Fbrda Prrlesenrat Engineer FL%204611.R& Products Da pia,do.,r tAadwl Yumb-e re elamw OuaWAAftrWCO i Adwasad for tMs Appprroveid ta.f= QkUWA afnw tunes ewyrr nlmpad BOAS rtr POOH 1 a. Themla-Tru Fibr-Ctsastc rid Snort-Slar Nominal S&M,8 8quotbrpact&gwt Opaque 120112= No Ys Yes WA Composite Edge Fi"lass Single Door (IrawksgKluMwelg; X configuration) 2 b Themla.Tru FiberClassicand SmOC4h-Star Nomnal W",,8 rgtot€mpactEgUat Opaque 12f31f2022 me Yes Yas WA Composite Edge Fiberglass Single Door with Sidete(s) (IrmwngKhAening, XO. OX,x OXO rnMig-li-s) 3 u. Thyme-Tru Fiber-Clavw and Smcr:tli-Star Nomnal8811113T,6 &quothnpnct&gtnt Opaque Yale Yes WA Composite Edge Fiberglass Double Door with or without Sidelkes MaNingfOutswnnp: )X or OXKO riljuraMnns) 4 d. Them na-Tru Fber=Clanaic and 6mooth -otar Nominal 89M,0 &glaotimpact&quat Opaque fW112022 NO Yes yes IVA Composite Edge Fiberglass Single Door (Ina.WlgloukMlg, X OOmngurabon) 6 Thoena-Tru Feet-CJaa&C �d 6-th-Slur NOmMA4 sallow;0 aquotlmpa.t&epa1R Opaq.e 12MOD-11 No Yip Yea WA Composite Edge Fiberglass Single Door wRh Sdebef.) Q..W.grEr4wirg XO. OX sir OXO otin gurshons) 6 f Therms-Tru Fiber-Clas6c and Smab(I1-Star Nominal S&M.0 tquot€npacalqua( Opaque 1213112022 No Yes Yes WA Compoata Edge Fiberglass Double Door wrap or wahaut SldeliGs (inawnglOutawng: XX or OXXO contpinatior,sj 7 g. The-Tru Fibar-Clsslstt end Smodni-Slay Nominal 616C30.8 &gtA1Ui pafi&qulill; Glazed t2131r2D22 No Yes Yra N(A Composite Edge Fiberglass Snell Goon (In.wnglOdAW'9r X annfig-tuna) S N. The T,u Faber-CYssie and Snfodn-Star Nominal 3&439-,B&quotynpaC1&gd0t Glazed 12r31r2072 140 Yea Yes MA Composite Fyne Frbrglss Sngle Door with Sdal4e(s) omnorg/Out wing. XO OXu OXO configur i ox i15) 9 i.Therms-TrU Fihxr-Cas9lc and Smwtll-mar Nominal ( 984gwrirrpeciBquot, Glazed 12I31r= No Yes Yes WA Composite Edge Fiberglass Double Door wth w wRhput Sideiites (Inamnpl usbai ii g. XX a OXXO corfiguratiorrs) 10 ) Thrma•Tru Fibr-Claaak; end 5.0011,45tar Nominal MAr*.0 8quoti"actliqudt GRAM 12I3112022 No Yes "res VA Composite Edge FmbsdgHss Single Door (In wr*'OL11AWng; X C"Burseon) 11 x Therma.Tru Fiber-Clasaw." Smooth -Star NOmind B&939.0 dgtatlnlPaM&giqt, Quad 72131f2L122 Fib Yes Yes NIA CompoeRe Edge Rbrglass Sege Door With Srldke(a) QnswnrgrDutawing, XO OXa OXO configurations) 12 1. Therma-TN Fiber-,C4asslc and SnaoMSbr Nwnnd atipi dquabnpee}aquot Gsaced 12rra(122 NO Yes Yes NIA Composite Edge Fntairale66 Double Door Y4r, Or wthout Sideldo (htamirig 0uuamng. XX or OXKC corfg v4tiou) 13 ml Therm-Tru Fiber -Classic aM Smooth -Star Nwnlnsd 5&#,V 6&gWil rrpacAquot Glazed Molded 1213 U2022 Na Yes, Yos NIA Dom Open Composite Edge Rbeglass Single D Ow nsngfOutswrlg;,X configuration) 14 n Thrma-Tru Faber-Class)t and Smooth -Star Nominal 6&C3R6 &gWtillwet&gabt Glazed Maud" 12/31=2 No Yea "es WA Open Composite Edge Fiberglass Single Dior YM Glazed Molded Open Sidelite(s1 (IneeWglOtibwrg. XO, OX ar OXO wMpurations) 15 o, Them a-Tru Fibr{lassrc and Smooth-Str Normal B&M,116quoUmpaat&quot Glued Whiled L27S1.r20:2 NO Yes Yes NIA Open Campcesite Edge Flbeglaee Double Goo Win a wthout Glazed Mal deea Open S"deiilas (I nowngiOutawig; XX or OXXO wrtfiguaalions) le p. Theme.Tne Fiber-Cla and Srrmtt.Star Nominal e&a38;86quotjnpacf8giwt Opaque t2131/102i• No Yes Ire. NIA Compossus Edge Fibrglase Single Door with kidded Open Sideke(6) OnswvgfOut9winp: XO, OX of CXO onfluuatbns) 17 q Th.-,r u Fiber[4._6o end Smuatn-Stiar Nominal 0&#M 6 4qu.0, pactagiwt, Opaque 12134t2022 No Yen Y.. NIA Com7to, Edge Fiberglass Double Door will or ,without Glu Molded Open Sits (hnsuinglCutewFg: XX or OXXO odn0gtirIU0119) Florida Da partirsent of Bu sinaa & Professional Roguiation Par I & I Budding Codes and Standards 14620n Product Approval Application Detail c E600D or 299 20 ads Paidno no am Ysffion Au slIKU [ Ssatlst t�nt3LGfda �tGld F&C saw ReNWn si 20A3 PGT Induses hm. Ra ink( MIem 6.BCCO GER laem:0•de SWID -VAL ItAIM20 14r2&20.'0 11/242020 Ar'+ .-d Gaagaf fhaanad D_lei I) 4v5d'-Olen [Tdaj 3 S.E994 6tbCd4gary. S1ldoe W dr Door Amnrblve IraeowklepPjiMxNaeAc Cawslihao adhdd; GaMeeeon Alra a Llatnp WA helsv Assursae Anrawefpr tin Awr-NA for We am Design laaX agemgMadmom c.*tLairmwoku l:,NVM2 a.lmimmt ttMdaa.t PpMaua a 0.15 TO(legs 2ch-1r4ped) v" 11aidong Omar Dam n4f2021 Yes Yes Yen WA March 15, 2022 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a Cate o 1Sublcate ory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/3112022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12131/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7f-38.7 psf 4114/2026 C. SECTIONAL Wayne -Dayton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31,0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) F L8248,11 +34.4/-38.3 psf 12/3112023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727.747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 Psf 10/8t2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 211612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/312023 PGT Series 5520 FL243,5 WA 4/3012025 D. MULLION MI Windows and Doors Series 5764 F L15353.2 NA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3e PANEL WALL Jaynes Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75,0I-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHE R 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A' 12/16/2022 B. UNDERLAYMENTS Tamko for Shingle Roof) 151b Felt Undderlayment FL12328 N/A 612912023 Plyglass USA, Inc. (for Tile Roof) POLYS11CK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Meta! Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL,7849.27 - FL7849.28 N/A 12131/2025 Soral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS. DMC 150SS, 'DMC 175S. DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS : A. STORM PANELS Global Protection Products Galvanized Steel 'Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869A WA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Ile see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries. inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL. PSL, LSL FL6527.1 - FL6527.5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approwl at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE 41 0 N Florida Department of Business& Professional Regulation P%41 a3 Building Codes and Standards ir&M22 V O -� rouct Approval.� Application Deltall Qi 0 ^, W �� 0 . i�tl.aro Ra O EPA Or [Sltf Pendlna eft ` V Im Version it t IEssalnar & License VakdAw list VApproved FaC Ap.ro11M ! Revision 2020 TIerrYa-Tru C.3W4 100 $ ere.€asperson Lynd n F SchrnA P E. Ryan d King P.E. 071t312010 07M2+2420 07QW2020 101`130020 Approved U }a }4 OAapery: Extents D­l6001 suaCatall Sn+nPrg Edianor Door Aleerrtbies 043.762a PEJ3400 s)aspa sa Qp rmabu oo (813) 76716656 C_ _ (� CDMPwne6 MM O& Evaluation Report from a rn -0 FpxidPiTdea ROOSWof a LICOM*d ri Engi is AMMed �-/ CZ O O � Serge Product YodN Numberor Name ll Product DawftW ConyactExolrabon ARROM ner Ufe Daft in HVHZ AMMA9for use Outside HVFQ � Resislre 2M Pressure Q 1 a. Ttirmis-TN FtIr-Claa6K and Snood -Sus, Mbmural 6&e3b a &pu0tlmped89u0t Optsque 121312022 Ys Yes Yea WA yet A v O = CU Composite EdFib ge etglas Smgb Deer CD Q 2 1) Therms ru Fiber -Classic and Smooth -Star QrewrigtOutrrririg; X configuration) Nominal8&LI;iQB Agtrotknpaaaquor Opaque 12f312022 Yes yes Vas WA -0 Composite Edge Fibeglass Single Door will (DO Sideshow onewinsoo'newing. XO. Ox., OXO (n � � 4-1 Q "figurseons) 3 c. Thrma-Tru FDar•Claeale and Smooth -Stair Nomina1681gBs 6quotlmpact&quot Opaque 12131r= Yes Yes Yee WA !E C w .. Ste Edge Po rv- a Doubts Door whh or rAN.u[ 9alalnea (rrn-wngroiratarg; XX ilr OXXO ' ) �J J coMlgurahons) 4 a Tlw".Tru FIW.Ctesslcand Smwth$ter Nominal 88113So BquotimpactMoot Opaque IMIQO22 Ys Yes Yes WA Composite Edge Fiberglass Single Dow 0 nsr OlRmving; X configuration) 5 a. Tharma-Tru Fiber -Classic wd SmooM-Star Nominal 811,0108gictlmPwdB,quot Opaque 12i'31f2022 Yes. Yes Ys WA CumpoeRe Edge F"ililass Single Dow with Sidolil OnsvMRlOutoWno. XO. OX or OXO aonkguraions) 6 f. Thermil-Tru FWeNCiasax and Snoctll-Star Nominal 88a3S08gwtimpad8quwOpaque IZr3i r= Yes Ys Yes WA CompOatte Edge Fiberglass Double Door Willor event- S><YfiNu (1, r Angrnt aid. XX or nXXO ...hgteebtonn) 7 g Therma.TN Fber.Claear and Slmolh Step Nominal 6M39,8 &gmat;lmpact&quot Glazed 12/3112022 Yes Yes Ys WA Composite Edge Fib i gtas Single Dow nnaniriaguswire; X Configuration) 8 h Therms -Tau Fiber -Classic and Smooth -Star Nominal 86d139.8 &vuctImpad&quat Glazed 12131 rc1YQ Yes Yes Yes WA Composite Edge Fiberglass Single Dos will Sddia(s) am*-l3ADULbanng; XO, OX or OXO Oon6guraions) 9 t Thrnia-Tru Fiber-Ctrsec and Snwolh-Star Nominal 8&#3(gB&watlm)ecE&quat Glued 17t31r2022 Yes Yes Yes WA Composite Edge Fietgiaas Double Door vM or Yinl i Session (keyAnglOiEav+Irg; XX or OXXO cwl8guralons) 10 i Thermms-Tru Fber-Cli esc and SmJWMSHr Nominal8dir90,0 SgwMImpal[8quvt Glazed 1ZrMr 22 Yes Yea Ys WA Composite Edge FiwgHss Single Door (Ift"r TOuHwng; X crnfgtttaion) 11 kThane-Tru Fear-Cimaic and Smoo4t-Stu Nomnala863D08quotimpaclu8quot Glazed IWrl r2072 Yas Yes Ys WA Composite Edge F4iegHas Single noor wan Snlaee(1s) ammilglOU"ng. XO. OX at OXO corngunumns) 12 L Therlme-P. FYbr-CiassiG and Smooth -gar Nominal 88e3RO liquotknpactile gt Glazed lmlr072 Yes Yes. Yes WA Composite F.Age Fit ergius Double Door ,,ft or washout Sdeieen (IremrglOutamg, XX or OXXO 13 m I nemiao ru viw_c;WBMC am 5maols Sues configurations) Nomnal da7f IB 6gU0f htlpaQ3�10[ OP&** 1L31 rr�y�1 Ys Yea Ys WA C;CM te Edge Fla"las Single Door Wtl, 8rplgt1ilon-Vapid&q1w: Sidelite(a) OnarngrOuHnwg; XO, OX or OXO,xmlgurelbms} 14 n. Therms-Tru Fblr•Classk and Edtwolh-Ster Nominal 611139,86gudt lmpsot6,mlat OpegYa IV31 QM Yes Ys Yes WA Composhe Edge Fibrplas Double Door with - 8qud;Nat•Impatat9Waf: Sidelgas(I ns-riglOWwng; OXXO confgurationi) 15 a TNerRe-Tru Fiber-ClaaRo end Smoot -Star Nomnal 88 *08gwtlm(YiaBWat Opaque 12r31f2022 Yes Ys Yes WA Composite Edge Fiberglas Stngit Door with Bgx1t,Npn-krpnX&quol. Sideiite(s) (lnawirgl0utaw4g; XO OX Of OXO oorfig urshon s) I p. Tterme-Tru Fiber-Qla"ic and Smooth liter NOmnai a&a36,0 dgLrOk bnpad&quat Opaque 12131 am Yes Yes Yea WA Composite Edge Fiberglas Double Door with &WOtNO ►W"d&quot; Srs)ns(InswrVOulawng; OXXO uofftLgv bnl 17 q Ti -Tm Fb-Ctaak end Smote -Star Nommel UJI t88quot, Nan•ImpwI&q,nt Opaque 12131./1022 Yes Ys No WA Composite Edge Ftwglas Single Doer 18 rThermal-Tru Flrw•Clastc and Srtooei-Star Onmliraoift G; X confis uraawn) Nominal O&M.88quot Opaque 12012022 Yes Ys No WA Composite Edge Fteiglass Single Door with Sndelte(s) (kisVsndyC?utsWng; )1Q. OX or OXO cwdhgura6urls) 10 s. Therms-Tru Fear -Chino and SmolpnSlr Nominal S&M.88qu itNorompasfiquot Opaque IZ131 r= Yes Yea No WA CompOsrte Edge Fberglesis Double Dow with or watlWt Skkiftn (li axMglOutawng; XX or OXXO corMguralbny . 2) tThmrea-%Fibef-Chssio and Siroorh•SHr Nominal 60*0ilquakNon-Impac4tquokOpaque 1213112022 Yes Yes Pb WA Camposite Edge Fiberglas Singb Door X can 21 u. Tlromva-Tru RWr-Cusack: end 3ns.etti•3isr No-.]_I.'ml) Nominal 0&NJB.O bq,nitNWmlmpsa9gulk Opaque 12/31 fI022 Yea Yes No WA Composite Edge Fibeghiss Single Door with Sdalieta) (kurNngNufsewg: ND, OX or OXO 22 r. Theme-Tru Fiber-Clasie ate Smooa,-fir ODMou,Aeonsl Nommd 8861109a;0&quotNw.lrrrad8quot Opaque 12r3lr= Yes Ys W WA Composite Edge Fiberglass; Doubst Door w8, or vathout Salelitm (Irrykng(Outseang; XX a OX7(O tam 23 wThemr-Tru Fiber -Classic are Srtoeti,-Star Nam net 88ACtg,88u#;N quon-Irrpad&gual; Olased 12I31r1A72 Ys Yev No WA Composite Edge Fiberglass Shale Door OnmwingtOuteweg. X comauraaon) 24 . Thee s-Tru F,be-r-Chssc and S. add -Star Nomi0al 88J9.86puothlon-InpacN,guot Glazed lW11= Yes Yee No WA Composite Edge Fiberglass Single Door YMh S1601e(s) 0 nswingKkAswry; XO OX cc OXO configurations) 25 y. Thelmse Tru Fiber-Cussic and SmodfF&IDr Nominal rS&M,,8 &quMhlw lmpad&quot Glazed 1213112m Yes Yes No WA Composite Edge Fbrglais Double Door win or wth0ut Soelaee (hne AvOuism ng; XX or OXXO configuratons) 28 i. TNrdfM-Tm1 FYbaP•Git8YC0m 5Ri0lgh-�IIr NominalB63M;G SgUat,NOn. IWpad!&uOt, Glazed IV31P�.(i.„2 yea Yes NO WA Composite Edge Flbrglese Sipe Door (I swinglOuHwng, X txlnti0uraom) .. za The ma-Tru Fidel, Opens; and Smiapth-Star Nominal B&A .0&ouothior,impact6amot Glued I W Ir1Q22 Ys Yes No WA Composte Edge Fiberglass Sngle Door win, Sdellso(s) QnswrglQ4swig; XO, OX as OXO wnflgursdons) 26 zbTherma•TruFbe,iClassrcand &nootilSter Nominal 884M:0&quot;Na,•Impad&quotGlazed 12131r7YY1 Yes Yes No WA CoUbt, cftout to Edgy FlorpgfOl temnq Dow wm W without Sdelites (IrewirgiOUtaying; XX r OXXO JUN 1 202 oMguraiwis) ...-_ rt- VIRTUAL REV Virtual Review Assist, I c. Plans Review complet and appr Flortd0DepartmortalBusiness & Professional ReguHfion Building Codes andstandards for compliance wrlth 2020 FBC 7t Product Approval ApplicationDetall Edition by Debra Anne Lahr PX2300 e av - arm of a art pee PgNdlm Buss YeaaD eaouftch L 1ilM3i ending, A Licients, Xasim& 3]taiiep ;➢IW61tl Lacantalmat Reavon 2020 MI wadai" end OCorm Brtm snence, list ROMrlo L,srat Staten M unch. PE 1pe8r2020 IMN20M IOASO020 12n5=70 Approua0 cal -gad. F-Vertr Doors 01713d3-33W PE-62314 iT17)317.8454 "Cadegory: siding Extra Door Asseni0eta bliangera .tMd.- CMVIW4• MilhOO aAYation R4PW tan a F)adofti Resler" ardprett or. ucsin a nontla Prohi-i l e nsn.. F L115n24U eV Js ds fmi Pratluctaada Nabawm. many Ammim product ,g tAEMngfr use Amwta ra Ilse imglfa 2nm ILLtttlt� tt2*M rmsage 1 SER(ESt20ALLMaNUMSM SERIES 420 ALu1AINUM SGD OXO IZ)Ir2024 f m%" d Arie N[NYRFINFCMCFn No Yes Na WA 2 SERIES 420ALUNIWUM SGO m Y ml SERIES 420 ALUbaNVM SGD OX XO. XX 12r3V2024 rip Yes NY. WA U 468qud;1e0rusid; NON -REINFORCED' 3 SERIES 420ALUNeNU M SGD REINFORCED SCRIE3420 ALUMINUM SGD REINORCED OXO 12r3t2024 No Yes No WA jai / j. ,4sy46qudxa6sq.d: ` 4 SERIES421ALUMNUM SGO REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX 12131/2024 No Yet NO WA i. 5 SEAIE5420MUMNUM SGD REINFORCED xoXX SERIES 420 ALU1eNUM 600 RERM'ORCED RICK 143&gW.46&qud, 12AL0024 No Yes t1. WA fill *1 Florida Department of Business & Professional Psiviation Building Codes and Standards Product Approval Apppcadon Detail Page t d2 f Y202, Mtn Vanillin tlaam&cbm rases abdRow l3illma VAMK4d ad y ee� st tt1YY! Rewttan 2D20 Wsyn e.Dol". dheebxl of OvemeW Door D.W. xaelsh Joan a. Safes jw*n P. Amason, P.E 1 W 2W20 OG2"M 10042020 12h6fM20 Appnxwd Cwioreubn (330)763.8121 PF51737 (W4)821-5200 C+bg-Y: Enter. 9oos dkgrRsheweynrNRm c StbQ"Q.,V' S.0-1 Exists poor Asaandlee on C-rplia udk.dl Pnivau.n "'Port lmm. Floods Regktered Afeh lect a a UieNead Floilds P11a7atJ12i Protm oom Engineer RENitjA 3Mf tra.aall tiludsslsa contend Corallori-P in14nz kNm subm 20M ft� 3 8D0008101Y620081 005 U038 Max 1dllh, 14&M: Max hoot Glaring 12131i:423 No -ukbz Yes Yet 431.00(-35.DO 11,0111110111 In too W Intenlwmo senor 10 6O00181Oo'B:W I1123 16403d. Mix lrldh. 14911ft Mail llekrtL 01121119 12/31=3 No Y46 Yes .30.011,43.so avalhtle in tap o,Intermediate section. ti 0 OMIO002B0e1124 ISMS Mu*dh 146M Max height Glazing 12nlrmO No Yes Yas •34401-303D WAIANO in lop or tnsemadedo sadlell. Florida Department of Business & Professional Regulation Palo 1 or I Building Codes and Staridards TF.=l Product Approval Applkallon Data* feu 1atElg[ tills a" laatlssidino lift YaoYaC tla ri.daG zameaLLLtlesia Y XINWM Alma= LA6AMM l hwEntl (Was R.~ tam C,xaet Dhtealcl AADO Jim Tom Roday UL LLC Troy Bishop, P.E 12f1w= 12,01R020 1212112020 AFpra rd Gaseay: seem Wore De41)4w-zuls IYO4)WI•gtYa _ "CaloaW. Exterior DMCanpaeerrl, tan r.lbeye-se-ablq.co Caaglartce testae CSAlficatlm Milk a Leahg m FL*iln?.Ra Rodlt Awl 8,aard Druariatda , MillT47. 'Se 777. end 94t Bill gle and Pain at Flu sh. Glazed. end Louvered saga and pairs or Doors hditla maul doors. Aomw," far UIO AMBLO M for use knout DO*W r 1, HWZ outside While Baihlaet EM1111R 120310025 Yet Yn Yes NIA Ploride Oepsstrnerlt of Business & Professional Regulation Building Codes and Ftatlddu'db Prot Approval Application Detall ►stint d2 6r202, HAS cm. Anar at- oats Br Iwiem ao 3 a VWUM ra= Ylugrl at Yili11111111et autillm FBC Anglia Approve Revlslpn 2020 MI Wado s; and Dorm heal St inga American NchdadwM Siesta M. thin PE 111 M20 Iinrr2m 11I27f2020 Appi"d eaeoalr. W*00m 1717)365.3300 him -tiers Assa3won 011)311-0464 61OCasgory: Slfkoa flung bMAnowemdrd can coapllade 040*t C4r ecallon Marls a Lleang Aaerand for use Amrawo rr use bootie � fta 'Ieaitt Model IfAser a tame $!'3�$IS)]ffiffi Cresol E1att4tlM Dar � 0xfeldt HVH! Finisaun 185 SH S2Y72 Fi•Fhing• Flans IG)SG Snipe Hung WOU2023 No Yet No +W_w LJRkand GI•.. W z U) 0 0 0 CL s< Z3 O St. W F_ O L W Q W z J z Q J a_ SHEET NO. PA l�mO� �A Florida Department of Business & Professional Regulation Pages 019 Florida Department of Business & Professional Regulation P.O. i e I Florida Dope rtment of Business & Professional Regulation Pas., oft FlocKM Department of Business & Professional Regulation F+aa I d2 V Building Codes and Standards 1726022 Building Codes and Standares +s 11 Bulking Codes and SClirtdards Iafm21 Building Codes and Standards O Product Approval Application D94all Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a-L - Q . '.1 Q 1i.4L Date Pentlhta is aftM.M 29l Bets 1 �4 SS43 Imply a UNI 20 gape Pendlh0 gn*v of fit gat �lte Passive gat cu �_ TOE 1XIM Revlaton Yariva t Manuiact4L9i 202'O TlrtrnrTnf Cprparpoce contact Yu&dated By Lyndfwl F. 9dlmdl P. E Ryan P.E. 1A),O7rISt21 fac Amroyal Alin 04187+fY11 t0rt3f2021 12/1li72021 a APPre+ad lYgt YlnllMl 1a101digglL4 lctati(i 6tduts a Liam Va16MOd ay yAl t %6®itYsi Appro d aim vaannn �utKAu- EopfnforA. 14'rau VaedKw IN V FBC Aanraai .�4 age �1M I'taa Yxlt� ioalgaM.LLMA.1e 3ril1�6.lac )h1MM1ta a mbnow FaC fuse w AR am ago �V }A Crdegery:Ea;ierdrODere 76745 (800)843-71128 PE�340B (813)767-6555 (8100)Stev43-7029 AtM1matkin 2020 PGTir,drfsbies JanaRoaa.dtl Mena-Oed.&000�CEP Mnml��rlaBC<`A-VAL y 11A1hf20N 111C1512R1a.il 1 :?,,`25�20 ,9�-quuat Rmnsmrl „xi MiWit�-.,aasan6Cbms BI'M19nlnptr AmtnunNcnArctural �tvenMlea='1PE 1Wffr2020 iGAa/202o 1tutY2ep Ar.Grwatl Reusrn 2020 fit Wnada ins." Dooms r9°r Rent9rl Alrraon Ar[h Aeaturai Steven Y tpith. PF I W22f2020 114IM020 110LW70 APV�wd L.� '�A V I •A SUbCalieW.SwrgingExterior Door Assombiips ajaspersah®thermavuoc, Cwgory'wnoa- (941)46"100 (7dz)31S•2590 cfeegoy.W"daea (717)3Cv.33W M.auhttui.sAswcham �Ti7)31r.d454 category "do," erar�loppM Flynt (7171365-33M M-neelurwsAst Wlon fll?)31T-a454 � � � � ♦/ V compliance Method: Evaluaidn Report bell a m SWCaepory:.zgye..ng iro6oesao pgerai2apasas aubCaunarry: Hoirntal Slider bC4ms• ,thnWi.°O-atn tAwplilem*Mwfrod C4efircatron MakaLpang tmome.*d. ^, W U Florida Registered Architect ct or a Uriansad Florida carteh-uwhm: cam --ion Mark a Uanp via Carrtlgxes Nothoa CaMtkalson klaAl a Lasing t.J Professional inner FLRM4t7atr f11133a9R14 Nid � O • � fL30s1ATProducs Anaerad(a usimam � gldMAgy� Approved for Use An roesilke: kT m � am Do" OCL 0 AnUUMagaim Amroved nr tine �Vea ter uM AVW ! RoaKt Mobslatraera w� CorarxH E19 i at pm�6 M $a819Effing Rt lit"W!9 pans Pod Ma4aa Mortar w Na r P adlct 0.aateeer Ga nacl 6m rwla Oslo n OUMItle MYN2 g �jy((6 �f$a rYadurtMaaL Muwow or NM7M gQ j, y t in MIAMI Qugm "M Rodum F"Nurt O LL secl a Product MoaN Nun oar or Name Product Description Contract Exoeadon (We in HVNZ Outside NMQ Resistant Pressure 2 S445500 I Large Missile trq>1dj wr)t MngR Rm l04'1 OTM2021 ves Yes ties W. t MS "A FL- and nangr Fmne n f lns;.ldad Gans �5Jt9P_�1 Nc Yes No .5&_55 I 195 PN 73. TZ anWeted Goo, 04KWon No Yea No •60-60 M _�e�t CZ 1 a Themle-Tru Fber-Chasex; and Smooth -Star Nomrm108AW.88quor eon-linno 18quot Opaque 1213112M No Yes W NIA O r}RF 14- Comwrwa Edge FttmgcNw Angle Dow `y O (InewnWoutswralg: X uabw) NIA (St.)Tt 2 m b. Them'-Tru Fiber-Classio end Smooth -Stu Nominal .S tquat;tan-Impoo4q of Opaque I213112022 No Yes No V �1 a- CompoeiNEdge Fiberglass Siongie Dow wMti Slde(ae(s) Qnswr4oL tw4wtg; XO, OX w 00(0 tar- 'F"a lxairgunliora) 3 C. TnermO•TN Fbee -Glaaai4 and Sm001n-lobo NomlrslU8";B agtKtfvon-lerpedBdFf� Opaque 12f31f2D22 No Yea NO WA 4� 4- FlbwgMss Cortposaa Edge DOub1e Door with or � ( n wtltout Socialites (Iresuingf0ummri , )(Xcir 0)0(0 � � • v � configurations) 4 d. ThemasTru Fiber•Chnssic and Snnoth-Star Nomimil'S 9.08quotNon•Inpact8quct Opaque 1213V21W No Yea W NIA Composite Edge Fibwg ease 3419 Door (1nn,IrgiiOtrMVMg; XconRgusmn) 5 a Thorns-Tru Floer•Classlo and Smooth -Star Nominal 78003e,0 AquatNon-Inparfa M Opaque 12t3s12023 Na Yes NO WA Composite Edge FAferg lase Single Door loth ,%ddaa(*) (InsAlangfOutsvien XO. OX or OXO 6 i. ThemnT-Tru Fiber -Gestic and SnbYn-Star configurations) Nominal 8"39.0 aquOtNon-ampaCBquoc Opaque 12131=2-2 No Yes No NIA Florida Department of Business & Professional Regulation ir* 1i a t Flodkla Department of BusYtess 6 Profes t tonal Regulation Far I oft Flo lda Depanmerd of Business 6 Professional Regulation Composite Edge Fiberglass Single Door Building Codes and Standards L1Ym2, Building Codes and Standards irY2P21 Building Codes and Standards 17Ai1 (bswing(Oumfung: )(configuration) 7 g. Themr-Tru F1ba-Chm" and Smooth -Star NomirW 8M96:0&quotNon4mpw*Avok Opaque 12131Q0'L^. No Yess No NIA Composite Edge Fiberglass Single Dow htitlt Product Approval Application Detald Product Approval Application Detail Product Approval Appllc s", mil Sdelne(s) P naninglOutsM+na; XO. OXa OXO - .. _ - configurations) 8 h. TherrtM-Tru Fiber -Claws: and JrtooN•Star hbmnal 88a3g;0aquatNendmpadBquot Opaque 1261=2 AW Vas No NIA ZLaQ= ane3534, FUM4H3.. ... . . � Composts: Edge Fiberglass Double Door tAh or Q26 En f ty w 2" eta DA, Perot- 20 Qada Eft a Q1ta Qua ode.Emdw QPta !dM �aorg 28 2111 Dan Parham yatllout Sdalfts [InnwiglOulawng; XX or OXXD MtnYliatl- aA61@6�La- L91$Mt kubtLAMM, )(dlORffiAt FISC Aoorevd Ylrellffi MemArad9 i12131.1 1a13mfL4LWMsV VaYddsd a. Yellowed babriettvil W Allowed Pomaded Vatican lurfulacieuria rAdM'i vausm lm FWAMIO'!ri conflgurstion.ationcj Yti(I w )iaemirai Approved fiilYai 9 I. Thermo-Tru Fiber -Claws am $1nooth-mar Nominal A31 W8 dquotlMon-I mpwdq KR GWW 1213117M No Yes NO NIA Mffn@tM 2020 PGT meustriee volts Rosowdo Mama -Dade scco CEP wam-Duda 9CCO - VAL 110SM- 2) 11 iry,,a2rp211 1114 IM20 Aryl w'ed Ra-n 20X MI V.rneahn wo noes Brent &tknper to,, R Largo. PE Lkavan M tAn�, PE 111691:cm 100inom 10/190024 12r152020 Approved ATIRnalbn IDXt PGT nd.."n Jeos Ron -via IAarN.Oade OCCO • GEA+ UtPrO U40 aCCO • Vu 1113511020 114WM20 Iin V20Z(t Approuee Composite Edge Fiberglass Single Door cM.parym Yrx,Orm (944.6"a0D (166)3,5.2590 cwaguy:_Wd (TI 7)365.33)2 PE-92514 (71T3S176454 Catapwr: Viondors (9e1)4186-0101) (7d6)315.25W dnefunglOutswng, X Configuration) ssbcatpory' Farad 111pae idilip AndisaisI Babco wry' we.. Wringtfillm coon, 8f6Cw11a01r 7AIAKrn, Npelslo�pg111NJ9laC9.0 iC ), Therms-Tru Fiber -Chas ke and Smooths-.Stal Normal 88038;8 SquotNon-I mpactGgWt Glared 1W31720;2 No Yea NO NIA cstrpaanta 114cUaa6: Ciatili Wit or U90.3 om Complaulu kh ltub Evouapm Fiscal tom a Compliance M41hod• CKMDMM Antra n Lhenp an Compos his Edge Fib&-Vma Single Door with Flnpa Rtgstesrd Archkecl ore Licen sed In mW Sdelie(U litnsWtgfOrdawng; XO, OX or OXO !1 IA" Prdas--.i Engineer FllaW413 t3*dlcts ounflgursoons) Aperolrad ra taaa 11 If Themla•Tru Fiber.Classic and 1aZ1tgolh-tier Ngrrol i58M39.8 aquot.NOn-1 mpaclAquM Glazed 12r,3112LI2 m Fib Y" No NIA � .tMs bowa lam FI_et_. u_ue Prod„as oursy Assurance, hougatiffimgmw Rai= i(Dornposite, Edge Fitaergh.Ys Double Door wth nr r4a,oul5kalnes [InthlhgrOutaMng. A-'k OrOXXC 1231A 5 Product Model. N,mrba or Mies. Pyv35?O 1L.rge Miss?- lmpandi Product Oncriodon C" d Emirelfon Cars Mr,4 Ftaed NAndwr dt.'Am28 F HVHZ Oulside 11110112 Yes iss '+•s NIA Assessed tar ties AmoLIASL M knewQTalmMadeiraMiami produm No" Number of Nam at"oat for All Doors ald Mad pro" onallodoin "VietYear Aumial prossurno ittY� WA 12 L Thermo-Tru Fiber-Classical:d Smooth -Star configurations) Nominal 18a39;0 SqudtNon-Impaot8qu� slaved 12131l2022 tW Yn IVa NIA sma P: WL'A IRadal- aa.nbra Moms 2 579a Product ,Dsonne tlan - {pr, DA. VestiaJ Aluminum Murton I2IJV2 4 iN WANz No Yes Yes �y(re WA Comwsti s Edge Fbwgtaaa&ingio Door (IrMsengf0utsw4tgi Xcordgunatian) 13 mTh-.Tru Filb-Classic and a Nomw17&038.0 dquot.14-ampactaquot GWd 1261 r.'= kb Yes No N?A Composite Edge Fiberglass Single- Door with S401fle(s) pnswegfOtds ang; XO OX or OXO contguraoong) 14 n. ThenswTru Fiber -Classic and Srmottt-Star Nominal 84,939.;0 aquotNoMImp*cSquol: Glared 1213112022 Nlo Yes No NrA 0-posne Edge Finagless 8m91. 0-, Qrtewn9fou whp: X o5ntlgnrmanl 15 o- Tharma-Tru F16er-Cfe we and SrnoQth=Star No anal 8aR3g,0 dqugtNoro-amp ,qucK Glazed I n 1 QrP12 NO YPs NO NfA CornpORu Edge Fiberglass Single Door wTth Srdalne(s) (Ins iirg/Outvmng: XO, OX or OXO Fiori Department of Business &professional Regulation 1 d1 Fiordst lm Fiords Depent of Business &Professional Regulation ratezdt Florkla Department of Business & Professional Regulatlon P 1 18 p ThemM.Tru Row-C ec and alnonl-scar cdnhgurabons) raunl.aal O8e39,0aquglrNar Ion uqr Grazed I2f3112022 NO Yes W Nf.A Building Codes and Standards g 1 or„wI Building Codes and Standards 10,ef^wl Building Coats and Standards sae oft tr8�1 Cumposto Edge Fiberglas Doutbis Door vi to or vAhwf SbelOn gnaw glOudro rag°°, XX or OXXO Pfoduct Approval Application Detail Product Approval Application Detail Product Approval Application Dealt configuraoonl) 17 it Therms-Tru Fiber -Classic and routh-Star Normal 63#39.8&QUO040n-1mpmd&quc( Opaque 121312422 No Yes No NIA -- -._-- Edge Fibwgle Single withSAWOM Transom {inswngl4uteaing: OIX mmfpureta3ri) Transom n'sp - � ,- ,- 18 rThemva-Tru Fiber-Cla.Bicare Strwoth-Slat Numnal69030.8aqurotiton-Impadtquo[Opaque 12/31=2 W Yale No NfA iB>tl ' �! 18Lf Doe FNdno pH � imgdse( aaa � �s.ersdga lint �I - - - L9gtLa( jilt QYa Qtt Composite Edge Fiberglass Single Door colds jigs version, magaillaii _� QE= Fndmrra Lk- Versatile Awlignag FBC Amrora' J' . ,ia IYgB Yaa3Na0 1lanfdaenura ,a b- )(y�„k r �� FOC ArnrawA � MW V" rang � FKAMWW )�gpy� �yg Sdelde(e)rrd Teer,eom (IrawlfsglO.rtAwrg OfXO (NOX or OfOKO eeedlgurenorts) RMsion 2020 Janes Name Bulldog Product. Inc. Chad chocks V. Anerex Tan Jon n Southard. P.E. f Ot/0512C'7 12114R621 01 owa21 'bng Fe.. A' Pe4sol 2020 Ahkfe Nmct ihom6'va, l da1F 6:Nmkx. PE R P,C Yin v91 i. X•'a 02n Sf1021 02rt Y2021 02122(2921 OM3R021 APprp,ed Revision 2020 GAF Ycherr so" Room flisnnsen .John W. Ar,Qersn, PE p ip O�Sli2g ii tOR•L2020 12i Sri'p20 Ipp((a ed 19 s Therms -Ton Firer-CIBs9ic and Srmaoath-Star Nominal SSM,11K#; &9 Non-Inp"quot Opaque lzoll = NO Yes NO id1A "olog ss Petrel wH p : (905) 70-83M PE-ele62 1312) MT-2'326 Cahgary- PA..l MIM, 5330) Yam'- %dip PE.4J409 (813; 797.6535 Consumera Ratans 000) 706P 3*11 69alda a34) TT2.022f Composite Edge Fibefgisas ale Dap with a1A+c t+gory: Sdnq ched.i isrd.flij ashsd t:abCwawrr Sprig r unpacrr alai Boa . altrCangory'Afpllae 9hauglel Siddm(s) (Inal is.9K)wr..g: XO, OX a OXO Compliance lathed Eviluston Report lure a e �^ Conpseres MMhod: Eveualion Region non a COIr'eilwlam alwaad: EtehlMWn Regal pan A ConhnueuA Bead and SIR mMgurytans) Flaps Regwerad Mt"Kal a a UMMd F1aiW FlOdda R M; . d A,.hd cl a e Li- it Florid. Flans Registered Ndhdcl or a UCMf9W Floods 20 tTherrrm•Tru Fiber-Clamw and SrNDatM1shar Nemrol89SM,,0 equal Men. I wpoMgwt Opaque IX31 f2(122 No Yee No NJA Prdesvald€tpun P'ofosuonal Erprror PfolmerW Engnser Composite Edge Fiberglass Single Door wrth Sidelite(s) (InswBrglOv"ng. XO. OX or OXO F01319IM ►roduda fasess72aes Praa,tle ELe1xu:.ze w.rm=- ConUnuous Heed and SNl configurations) Quality Assurarte+ Apmyod for Use Aaaroved for ties 44411s Aa.fraWe Ausesvi d for U.a Aaprovwd for the (now. $Idm Unions ter the AMICyod for Use wpm .1 u. Thous Tru Fiber -Classic and Smooth -Star Nominal a%A9a;A Non -I Mond 12J31a2022 NO Yes No N1A wile >fffi! rrocim MOM. Number or Marge In MVtZ Outage HIM RiSmtam Cf_ti-sure �A Prod 1 MsdY. Mutsu n We- Prehrt tbsulPGm eortratl !Mrw w Del. at HVNL Or1sNs HVNZ hddaV Prow. 1� �tg,� Roducl Yobs Nmbw w Meer � In HWZ Composite Edge Fl igis Single Door Sldelae(s) (Insi inlgiOuts„ lrrf3_ XO. OX or OXO 1 Crarf".t Loa% 6INW-Oa-t In sill g 1 W 1fi1123 Yae Yes WA Nit, sQ q2T&" $oR Vfnl a Solid VWW acfa 1 X31Rg25 No Yes No WA 1 GAF AspheR NodShinaMs F7 "*U rekWa'M 341b. IMHnand. }Me and IZMB 10I2 No Yea NfA MIA Continuous lHewd and Shc cormgurabons) 2 H.rd.f`I.rrk Lisp 041u,3 ism-Og-t hp foo ig 124W.1023 Yrs, Yoa WA WA L h Sp+.sc:+o®roc T�. 6orat Ve 1 p- r.. VYrrt We t ­11 rib Ya• Na N/A hip-liilS -P.. _.gp 22 v. Themrw-Tru FberriaMicand Srr h-$oar Nominal 884139;0&quoKNon-I noiscelaquot Glared 12131(-LOTI No Yes No NIA 3 c agam:c aaatrsr'vintaga BaeOedsrJ9: Sot Vent w Shcd Yhyi Sofa 12131P_023 No Yea No WA Composite Edge Fibergla is Single Door with 4 a aAuar.CBAcycL Gdm Volt or Solid varyl Gala T 2P31QW2 P10 Y. No WA S da t(s) (I netwingliOsfsudrg; XO, OX or OXO s &4ua(,cnaw c.Aagpa: slot vent or smd vrnA sofa 1 2l31 FA23 rb v4a Na M14, C OrKlmuousH ad and Sri eo(gguMbOM) F I. RPud,Siup+r a &'7wt 9aKd "✓ent+r5did Vast 9"M I ZM1 r2w1 W Yes No WA 23 w. TtwTTwTru FibsrClassic and SmooAhSrar Nominal 19841,20,88cuOkNon-Impoosliquot Opaque I V3112022 No Yes No NIA Composte Edge Fbetgkm Door Panels Wiai Vaned Sildeib(s} 0rlsvalpl6ulmvaslp: XK XXXa =0( aoflfguxrloos) 24 x. Th101 sTru Fiber-Gassicend Sntouuth,Stw Nomiai B&i Q0 aquotNon-Irepecaquot Opaque 12131 r= No Ves NO WA Composite Edge Fiberglass Door Pantie vlrlal Vented Sldeliaa(s) (I Mlvait vaig. XX XXX a )000( mr igcrseons) 25 y Them'at-TN FIbtS.ClaseM and SmOOth$al Morning I sallog; a acifect;Non-I woom&4uot Ga2M 123112022 No Yes No WA Composite Edge FlOetglass Door Parma Will Varied S cielae(s) 0nonvon ding; XX XXXw )D= FlodAa Department of Business 6 professional Regulation Past I of 1 Florida Dapadmant of Business & Protonal Regulation Fags I d1 Fbnda Departrnard of BLmn"s & ProffrssionW Regulation Pape I or I oonfgurafons) Budding Codas and Standairds 10612021 Building Codes and Standards ArD2, Building Codes and Surds Isms 28 z TheHnill-Tru Fber•Claasieand Smmh-.Star Nomial BiR3g:O8tRlgtNdndmpaul8gwt dazed 12131f2022 No Yes No NSA Composite Edge Fiberg Ws Door Porten vital Vented SIot:ft (IrmvyingrOLteswFg, XX MX w XXXX Product Approval Application Detafll Product Approval Application Detail Product Approval Applieatbrt Datall Oolmgunsons) - -- - .. ., . . 27 za. Therm-Tru Fiber -Classic and Smooth -Stet Nomina188d1M:88quothlon-Imgsslsgwt Gazed 12131f2m No Yes No NIA Composite Edge Fiberg'lm Side Door with 38e* 0 FLAtt3mm- - FLrlwn•u Scletae(ea OrrsvwfglOutcaig; XO. OX of OXO- Lmk Cray W 2ft 29A Dil.Cennefiret am C901 inlayer at gut DK* h tlleg onm or �a �t )� 29 zOmhu . TTfera-TFdor-Gawleaftl Smooth-Snr minolaefons) NorvilleI A; 8a Non-Itwpa04Qiglbt iiFa�d A2131f= NO Yee No N/A �'ga veteran t Conrad � Ytad �ISIIl a !E Dols V-- n a cooled End-&Lkrw Y� m FOCArovat , �y TM Version IINMAOMrof r �,g� &NNW a UsMw YW. Adcreval ■ant Composite Edge Fiberglass Double Dori wort Re, Mpais 2020 TAMKO guldiet Pnadatts LLC Kam Eder Rabat Nbn.0 Joan W. Arnczsdch. PE 1D13Ar3= o5n&2020 10A W020 12n5rW20 App:use4 Redsan 2020 L V. Tharyrsax, In tt o Inon peon Hchneciure Tony ChnsVAer1 Zachary R. Pflew Steven M Unch PE 0%n7f2020 owlano20 09R212020 12flux20 Approved ReMann 2020 Flolda M*W ParLch Inc Clark Jones James L. 9ucRar, P.E42 Stews M. With PE o827r" 0925,W20 UM A%70 120162020 Approved 38A130�$ittddes#rOsmingiOus4ig, O)DO "Clicrr RoogtO (417a scar-6t44 FE-S5166 ivos}lR-";Ml Mstras Cura-"TAOACC)r i813i 748-3-M PF-74021 f11Tt317-8434 Cwagwy. oceans l9o4)7a3.640.O CBuCR Eeq.mrhg i"IM1517.043. confguralon) SLOCategary:''n nryrrrat Category: RrKe,g aubcdsgory: R-olrsg A-,eariw The ere as dataarreoarom PE-31242 29 zq. Them-wTru Fiber-CMpac and Sn1aAh-Star Nominal 1a1WNW;0 8anrotHon-Inpedsquot (3laaod 12I3112022 No YM No NIA {ffepillnegNotioct pWuaoras Rapon torn a euecaegury: R-ing Accessories met are an lrnhgN Pon oath. R.A g eyaam Composite Edge Fiberglass She Door with 311400;.0 PLNH. rz.v.m.md rt.+mrter. r vars.,1 M_Inlegral Part of" Rooang Sygem Car0-tA.*cd: Evduwim Repot from e 51BaMe{s)(IMwKtglOubyerg;•7bC ,OXorOXO Prdssaprwr Eng'tn.e CerrpltanN aMt1,OR C'taluenm Repot torn a Frdde ReguleevtlANy111ect a a Uonsed Flo6de 3C zd. Thenna-Tru Fiber -Classic and Smaah•8nr conigsxaaons NJwnnM BS ;OaglwstNolslnpadflquct: Glazed 1213112022 NO Yos W NIA aotPaRgy and Ar died as Ucafsed Flada PrdtsakTv40 ir)ginoa Composite, Edge Fmergiaw Double Dow with PLt123D.Ra Preduefs wtXaeswngi Entinear fLez+sra.Rz errfd,ds 3&*39,0 Sidenss p ric arwous-fog, OXXD aualdAseuraflda Aprreyedt use Ataaoadrawa ggMgt r(/tI1Ws-R3RPouds 31 ze. Tinerme-Tru FlOer-CWsalc and 5m0oV1•SUB mMlNornow 7&n) ,213112022 7apcssns Glazed Sin rib Yes tVo N/A $� ouiside Htria a 1. � � 4actExa Apm fair Wa Amend fa lha �t � �✓e AuoatW Ilss rA_ ApmovedWUse ill= 21AL Fiberglasuct,s le Swiss Cor7posM Edge Oia¢etl Fibergiaas Single Swiss C Edge TAMKO RM U,'Nterbytsunts MWIAZ) Poolw elf4rifnars fa use n FCC HVW, OPf29'02' Nc NIA $� Product aferrl. rru,ena a Nam. Arudc: �f�n i till- D Lid=ved Jn 17tir1t t ubdid. tilalud 3 3- FUWG-O aq , iV 1 Rpp Vatsiged: Attmiawn R cos to pMJhW roo's fetriahtl 12/31 t � Y � Door vrsh a vslhout 19039.2 SideYe(s) Irlsdmau. 1 TAW" Flat Tie r?0-FLOAa Vent Nn Bsea ter Tie 2a pit. sisso woivalgtua r.M Dame 0a1c412WA Yn Ye , NX WA 60n 0 025' Alumnwn Qruwng,ADunwng. X OX XO or OXO Oahfigurashontq 2 TAMKO Roes Und a ymnads iNON4 &442) Rndwxdeda7ansnas fa use n FpC m 44VM2 Ago P'G-"u Me . as NA M;A 2 TAMCO Goas6n4da vet 249. volve1=6 No Yes MIA aOA42.5 labdakrna. 3 TAA,tCO tilt-Rk1pe RtY vmr wM Be nee 28 Oa- aarcrxfscrptffia run nitgra[eO Dame k"aK151207. Yes Yes NIA WA 4 TAWO Round Ta[, .Mf-Rk9Je Vent In ns1M in, t.k V.D. O_Vg9rt029 Yin Yev WA WA JUN 1 1 2022 Virtual Review Assist, Inc. and p roe FotWa Department of Business a Professional Regulation .tit t a : RegulationMda Department of Business & Professional Regulation as Plans Review completed Florida Department of Busitlew & Professional R the 202G t �P �gyw { th Florida Department of Business and Professional Regulation Building codes and standards ,p,1 BJ1ldinpCode3 and Standards 1f7RC01 Building Codes and Standards oo compliance with Building Codes and Standards PX bO Product Approval Applicallon [Wall 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Edition by Debra Anne Klahr PLO ELr7US 6)I FLO50794as: . -. ... .:' r .... (§4t DA mum2a IMF bay SaSai Endanger A, L convic V.0dow fk 20 Plit 200 a9stdtn gn YALM9 3.bmmw fee Acearfra ±fig 9s s Cfil ;yg y-lip Nanufacturr, Early curried Ensinver & License V4aprod B. Q7lt ga! QtLekwA a YridAw aft Asigroved so& Code SW Ysersuse MamdaMfw ... (Din 0_te Oatr Penafm ErrtM or Cents= Rimester & L)censs Validated Validated aPmBMli FIIC Aoprov+al DNa _ Aftereffect $9!!L4 FUS259-R31 Rswsron XfX Larf _ Kamm Je11ey �e L Buckner, Pb seven M J.11-PE 11»3,20g1 11,n34102C 1112SC()X1 J,g FF'- Ap, RO-dlwn 2020 eta- P- ding .4,dersen Pobs, I.APW jndmm 17-k aeon Gwp Vr W'alka 11,03M20 i1.0272020 11.0$0020 Aypeosed Revision ZIt35 Gbeer Proteelun Products, LLC .S Tan Retsrmn Walter A'1111 Jr., P E John W. Kneeevldh, PE OW08)2020 091OW2020 I=110020 12115/2020 Approved 9292 �y ILM isYMl�aL aWaas W t " am i?.Rtt r= �.� Ri 814e 36aMai¢ s _•wr-���y (Sol)a"10 PE-31242 (717,3,7-645i Cat -W (6p1)}a(a-509'. 30-MLLC (205)$54-0160 aaY: Shutters torn ean17c345 PEa1d7 (7i�r) n2$224 ]L1L)aS Version Manufacturer CCCorrta gigheer& WlidatedBv V Pending, 8RRroved Approved SubCat_� err Pooling A.-r6d era on ImegalPectin#Rol�.g%varn laYlfW�kelM4o. GAh st,CAt g . R.Ang n- t E...wA R,p n,n, R4GInMAeIYJrtA�llral Cq m poineft km,rob:9onQgppenteom i Revision 202C PQLYGLASS USA Maury,Alpert, License John W. 10I2&2020 1012212020 FBC 12115/2020 carwitant.Mamn� C,w■w+m Repot ea n • ..d,, -1-i m: ,an a p`�~. EV.lye4en �� coacranceYsto4Evlu.- M�bod: Evaluation Report from a Ganda Registered F bride R*giMarltd Arch tact a a Liea+pad Florida Category: Roofing S954233133OSaelpertQpdygiass.00m Robert Niemilen Kne2cwich, PE 9RhiRYat Fea4xki Repkskxd Aidn4tet a e LKaufred Flaida Fu7aeaR12 ,acorn Praesvimt� 12"MOM r Subcategory: PE-59166 (954) 772-6224 11/011202i1 FUM8076411ti Products UndeflaF a rts aingL4 Roo •"` Quietly Assurance AwroVad to Use Approved for We tyg� j� Compifanc e Method: Compli ol4aat9 Aastraxe Amlowd kV site ARALg10 atgL P2a! gin aa� TH- aasonr a. . n r era ;err ad Engrain n a Cq Rll�- aaroewct Model. Number or Name Aesmted W UM Approved 1br UM Prodtfcl OeaerlMwn GantrsAt EA pira9oe pats In NYH2 Outside IHVFIZ i� 201110 RMMIaM Pleasure Evaluation Report from ie! Quilai d E,mirAlg o;oa o RVU Outside g if-Thaty, Same rnp6p 17 Saxony 6W - Swe S1h6te tome: Spk shako PW cruM SMtY'xt CA 121131 f,1920 No Yes MIA WA 1 20 Gape Galvanized Sheol Sturm Pan*kA1VW CernugtmW Galvanized 3Mi Storm Panels reasined 12/31120'i.2 Yes Yn yga NIA a Florida Registered , rx..k•Air " rid 0Y belts Provide hurricane pfoescli0n. AfchRt3d Of D L1Cer18€d Mechanically Ahschad to Pbseacd Deb I Saxony £Ci1 - Wis 4,aaa A-P: Spit st,0. is Saxony 760 - SW,. &W.4amp: Spa sm.ka iFee, Pt S4. Riek4 CA 12t31 M- 20 Flat Ptdd.. 2�Ma1 CA 1 N3iQW0 No Yet No Yes MIA MIA WA WA 2 24 G cps C�+dvanzed Steel Sfwm Pane16R4tfVFE C Galvanized St Shorn a Peoria, ed 12l3112L,22 hb Yn t by Yn MIA ^, FiOnda Professions 1 20 eem 117rp - , aetc St a Bmmp Spin uA4.a 27 Teas Espana +aAfcc€aria Felt Rooms Ripka X 12r312020 H�1 ProNt-Kmty. TX A:1J1a22L><0 No Yea rib Yea MIA NIA WA WA or n trped or not by tratka b provide humrAne praecddn. rican a hurricane on � Engineer d VifYe ass FTdae Karl rx 11131 QT20 .o Ye, MLA WA FL0525"31 Products q(aRy,AMUrence ADer'oved for Use contract ISdUon IRIS &QRMM for U kagoo ResistantPleasureU) Doom 514100 Produd Model. Number or Nape Product I P*WassRod undedayments Rootrgunderiaymenb lovi2m No Yes WA +NW-822.5 1 Polyglass Root UndeAayments (HVHZ) Polyglass roof undertayments for use in FBCIWIY2023 Yes No NIA WA HVHZ jurisdictions. 2 Polydass Roof UndieftVmMts (nofidiVKD POlvglafs roof undenayments.tor use in 1273rim No Yes NIA +HfAI-022.3 FRO no"VH2 jlrladlctions Florida Department of Business & Professional Regulation g Pore 1 or I Florida Department of Business & Professional Regulation1 Pe P.ps 1 d 1 FloridaFbrKie ]aparfinett o! Regulation Fag., d, Polyglass Roof Unoedapments (HVHZ) Polyglaes roof undetayinterts fce use in FBClW23+21121 Yes HVHZ jurisdictions No WA WA Bstlding Godes and Standards 1l25rn22 Building Codas and Standards 194121 Codes d Standards BuldAfpCodes and $tMfdards tA1201t L 2 Polyglass Roof Underil"Iments (non-HVHZ) ppl}91a91 roof urderiitpttetts,lor use in 12723f= No FRC non-HVHZjudiodkYhxls. Yes WA eNW-M.6 Product Approval Application D6[of1 Product Approval Application Detail Product Approval AppNCatI�A Drill /•� 1 Polylass Roof UnderMysiferlts(H%W) Polypar licas rourldeHaymer[s ru use n FIRC IIX23r2(Y23 Yes HVHZ I,irisdiceans. PC NIA NIA rr - O Lai Ft t7Yla�tt' 2 Polyglass Roof Underlayrreents (nil-HVHZ) Polyglass roof underlayments, for use in 1717Y= No Yes NIA +WAI-MS996 lid Will91itL4I 2"PALSitt PALS R.AB1lm meSr.114a -. - FBC rag 1+f4}t2 jaded mva. r e Version Manura�tuer Contact LIMA n LLeeettm validated ft White 3ubmMted FOC Approval AocroWed status r� Tyu Version ift,usturr � y m Fac Aaayd $ggM ]� Version NLWMOUM�� g tM! Art GJ[f P.rldm �ug j 1 �.�aa� Polyglas4 Roof UMOOFN VWU(HWIZI) Poiyglats roof undedaymarts for use i1 FRO 12r2W= Yes No WA WA, Revpxtn 2020 All American Snorter, sand Glass Mka Barb on Frank L Bennardo P E Troy B5rgp. PE. iOiM2020 1Wl5r2M IIJ05f2020 12n 512020 F,purO.W RC.Kx++ 2020 Ache 51ue11 L*+,s ICC EVAlu each" Wce. LLC Wiliam M. RaMN1. PE IW31r020 1OQW020 11I.KW= 11f917023 Lppwed RONsbn 2020 ce cill Garofalo Rdduclsin0, Robert Gas Samuel A. Gownpera John Hoy 12MV20211 12nwm*l0 12R2,2020 ailing FBC Atpn U HVHZ jurisdictions Category. 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Utensed FloAde Prd.swnd Engnwr O aawefAssurance AGOL229-FgLge Soocsedleruse boom RIM rtrin44ttNesun L Saga Product Model, Number or Nine nnfHay Ate -_.rises Ammwee rm Ia.e weorovea nor use :eigesl y-3ggjgp Product Description ConUad Expiration Data in HVMIZ Outsk* HVRZ Reshsnnr Pressure t9OW Mail. BL"K a ow 1 R'W I3 * 'A0n+. -I &amp 57 Pdud rnam rim Conrad Lydatan Moral C.s Gish 1M1 Date agy�j Yes Yes N/k Pleasure Iaaal � 1 24 a GaNa ized Slee15l omm Panels a 2tgla Coafvenczed 5" Storm Panels 1Z141 zo22 Yes Yes Yes nssA fa KpW PlStrot. 2 R,V 6 cr!Ndne Hnga Phte vlaeter AutNt Ccar aster Glste t213:r24Ca 2W4 Yea Yes NIA WA WA itSd Raeact Yodel Mrartera Neale Fnduct D"Crwuw contract Exishelaft Dout In IIV41Z Pressure, .,...,..... _.,.,� _,. ..,.�__ .. 3 mY8_G:Apne Trull¢ 4 !IV# OCG/Alp- Tys . MOWi C..'sinor Pita tM1r'W4 Mstal Ceonscftw PI.M ,213,0124 Yes Yes Yes Yes NIA NIA WA WA 1 cuaaly Prices aCORrrtddl Camara(* Products Procssr and Prestressed Conn. 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(7s6) 31,5, _:lido F i7W 315-: 50 NOTICE OF ACC'EPTA_XCE (ZOA) isim iede.a<e..et�tatov PGT Industries, Inc. 1070 T"linology Dri%'e, North Venice. FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructonmaterials. The documentation submitted has beeenrevieewed and accepted by Miami -Dade County RER -Product Cowl Section to be used in Miami Dade Coumv and other a reasc where allouied by (he Authonty'laving Juri ction ('Atli) This NOA shalt not be valid ai'ter the expsrauon date sbtedbelaa The 1Vliami-Dade Counry Product Control Secwa (lu Miami Dade County) and�orthe AHJ (m arms other h mi Dade County) reserve the right to have this product or material tested for quality- asurance puiposes. If this product or material faih, to perform inn the accepted manner, the mnnr cttuer will incurthe expense of such testing and the AJU may immediautelt revok-e. modify-. o r suspend the use of such product or material within their jurisdiction. RER reseives the right to revoke this acceptance. if it is deetenn sited byMiamt-Dade CountyProduct Control Section that dm product or material fails to meet the requirtemenss of the applicable building code - This product is approved as described hetem and has been designed to comp)),'wah, the Florida Bud ill Cade. including the High VtIcNeityRufficam Zcmne DESCRII'TION: Series ~".- 7012770" Vinyl 1 SU htrg Glass Door (Reinforced) wlw o 90e & 13LO corners-L.MZ. APPROV"AL DOCt tM'.\-T: Dra'wmI No. 3iM.S570.0 Ref B, tithed "V urA Sliding Ghm Door NOA (L'vf)-. sheet 1 through 21 of 21. prepared by mane wtureer. dated 10,05115 and last rlexised on 02.`01 21. signed and sealed by A- Loan 1lilIer. P E.. bearing theMiami-Dade County Proms Control Regision stamp with 1he Notice of Acceptance number and expiration date by the Ifuami-Dade Coumuy Product Control Section. ITS .F WACI RAIL\G: Lange and Small Missile Impact Restoalnt Limitations: 1. See table I (sheet 7) and table 2 (sheet§) for applicable SOD unh sizes. design preasum- wiaforcements types, glass types, sill riser (see tables B-1 & B-2, sheeN 7-9) and anchor layout sheets requirements in I 1 thru 16 2. Rigid Mite Ptv'C'. Tan (Non- ` ) Rigid M'C and Bro wn coated orlaminated) Ainte Rigid PVC to be labeled per refet dNOA'srequkements. 3. Egress operable doces must comply with min clear wukh or hermit perFBC reghrm eat as applicable.. 4. Pocket walls under separate approval. to be resieumd by Building official L--kBE-1XG: Each trait shag bear a permanent label with the mat>rsiaoureer'sname or lopo< city. state and series and following statement: "Miami -Dude County Product Control Approved". noted herein - RENEWAL of th sNOA shall be considered after a renewal applicatim has been filed and there has been no change in tine applicable budding code negatively affecting the perfonnance of this produce. TER INATION ofthis NOAwill occur after the expirefim date or if these has been a rer.iuon or change m the mates nals, use, amd'or manufacture of the protim or process. Misuw of this NOA as as endor mneat of any product, for sales, advertising or any other purposes shall autoama6cally terhae this NOA. Failure to comply with any secfiou of this NOA shsil be c arse for tin and nnwNsl o A. ADVERTISEMENT: T: The NOA number preceded by the wor& Mamai-Dade County. Florida. and followed by the expiration date way b+edisplayed wadvertisingliterature. Ifany pos on of the NOA is displayed, then it shall be done in its entirety. I SPEetrTION: A copy of this entire NOA shall be pro -tided to the user by the masufictwer or its distr9xitors and shall be o adatile-for inspection at thelob site at the request of The Building O ThisNOA rtvises & rent%n NO A*24-04!9.05 and camsim of thispage 1 aand eci cepages E-1, E-2. E-3. E-4. E-5 & E-6 as well as approval docutnem mentionedabme. The submitted doctmxtitatim was reviewed by Ishaq L C panda. PE. NOA I4.:14.0:2.03 , s Ezpirati** Datet April l4. 20:6 .�nr- . ApproralDate;Marci:f,:0:1 } Page I PGT Imlustr im Inc. NOTICE OF ACCEPTANCE: EA`IDEtiCE SLB_3IITITD 2. IN-1dence Submitted under preedous .submittal A. DRAVVTNGS 1. Drawing No.'►ID-5570.0 Res B. titled "V'inyl Sliding Glass Door NOA sheets 1 through 21 of 21. prepared by manufacturer. dated I OZ!15 and last revised on 04,22120, signed and sealed by A. Lynn Miller. P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test. per FBC. TAS M2-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 20294 4) Large IvIissike Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 along with marked -tip dregs and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones. prepared by Fenestration Testing Laboratory, Inc_. Ted Reports No.= FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09ioi;14 FTL-20-2107.1. PGT SGD780 Ahimininn Sliding Glass Door (unit 7 in proposal) FTL-20- 2107,2, PGT CA740 Ah= OuitswingCasemeni Window (unit 8 io proposal) FTL-20-- 2107.3, PGT PW7620A Aluminum Fitted Window (unit 9 in proposal) and FTL-20-2107.4. PGT PW`7610 A Ahmunum, Fixed Window (unit 10 in proposal) dated 07!13!20_ all signed and sealed by Idalmis Ortega F.E. C. CALCULATIONS I . Anchor verification c and structural analysis, complymgg with FBC 7 k Edition (2020), dared 0+,22r20 prepared by signed and sealed by Anthony l,)= Nfiller, P.E. 2. Glazing complies with AST M E 1300-04, -09. -12 and -16. D. QUALITY ASSURACE hLarm-Dader Department of Regulatoryand Economic Resources (RER). E. 1LATERLAL CERTIFICATIONS 1. Notice of Acceptance No.19-030-4.02 issued to kuraray- America. Inc. for their 'Trosifolll Ultaraclear. Clear. and Color PVB Glass Interlayers-. eeexptnng on 07,0&24. 2. Notice of Acceptance No.17-080g.02 issued to Kurauay America. Inc. fox t "Sentn-Glast (Clear and Mike) Glass Interlayet-s '. cgx*m' g on 0714-23. 3. Notice of Acceptance No. 19-1106.10 issued to Vision Ex-trinsions Limited for their "Brown Coated (Painted or Laminated) VV7ike Rigid PVC Exterior Extrusions for N%Indows and Doors". expir* on 093024. 4. Notice of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series " VB 1000 Tan 202 and lighter shades ('ion-VV1ite) Rigid Cellular PVC Exterior Extrusions forAbdow^s and Doors. expiring on IZC9n-1, Ishaq I. Chaotic. P.E. Product Coatrol Unit Suptni-,or ?BOA :Xo. 21-0209.03 Expiration Datte: April 14, 20:6 Approval Date- March 2=. 2021 E --t PGT Industries. Inc. NOTICE OF ACCEPTAYC'E: EVIDENCE St31IITTED 1. Ei-ideate submitted wider pre0ous NOA A. DRAWINGS 1. N anufacturer's die drawings and sections. (.Subtttifted tender NOA.Vo. 11-010- 04) 2. Draixing No. 31D-5570.0. titled -,Vaivl Sliding Glass Door NOA (1 VI)". sheets I thro+tngli 21 of 1. prepared b� nlanufacnnreer- dated 10,05;45. with muion A dated 04+05AT signed and sealed by A. Lynn huller_ P.E. B. TESTS 1- Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 20'-94 _') Large N issile impact Test per FBC. TAS 201-94 3) Cyclic Wind P1es-wre Loading per FBC. TAS 203-94 ak:rio nrith aarkrel-tip rut its d met llatinn dlag.ram oft-inyl slitting Erb%r, moire prepred bvFenestration Testing Lab, Inc.- Test Report No. FTL 871?. dated 12-1O7 15. signed and staled by Idahnis Ortega. P. E_ (Test report revised on 02.15:16 and 021'24;16) '. Test report on 1) Air infiltrtt on Test. per FBC'. TAS 202- 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 3) Vt'ateer Resistance Test. per FBC. TAS 202-94- 4) Large Nlissike Impact Test per FBC. TAS 201-94 5) Cyxhc Wind Prmstltc Loading per FBC- TAS 203-94 6) Forced Entry Test- per FBC. TAS 202-94 along with marked -up drawings and installation diagram ofsmyl sliding glass door. pad by Fenestration Testing Lab. Inc- Test Report No. FTL 8546. dated 11;,06.,15. signed and sealed by- Idahms Ortega.. P.E. (Test report rei iced on 01 e04 `16 and OZ-11,2016) 3_ Test report on 1) Ak kfiltiation Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 20294 4) Large Missile Impact Test per FBC_ TAS 201-94 5) Cyclic Wend Presswe Loading per FBC, TAS 203-94 6) Forced Enrty Test. per FBC. TAS 202-94 ,along withnarkedup drawings and installation diagram of vinyl sliding glass door. prepared by Fewstration, Testing Lab, Inc-, Test 'Report No- FTL 9547. dated I2,iO4.` 15 signed and sealed by Idahi is Ortega. P- E. (Test report m-ised on 02 15;16) 4. Test report on 1) Airinfiltrationn Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC. TAS 20294 4) Lxge Missile L Vact Tea per FBC_ TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation d iagram of vinyl sliding glass door- prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 8548. dated 127 4r15- signed and sealed by Ids Ortega. P. E. (Test report revised on 01 '04r16 mid 0211r16). lihaq 1. (panda. P.E. Product Control Unit Supenisor A. o. 21 U2Of.03 Expiration Date: April 14, 2026 Approval Date, lurch 2;. 20:I E -1 CGI Windows and Doom, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU3IIITTED E. ItNTERLAL CERTIFICATIONS (continue) 5. Quanex Part Sumer Soccer Standard cctniplying with ASTIA C'518 Ti errraal Conductivity 0-881 BTUaa; hr-W-"F, ASTM F 1249 V'VTR-Pass. ASTM, D3985 Oxygen -Paw ASTM E ?190 I.G. Durability No Fog -Pass. (Submitted tender pre'iioris NO4 No.1a-040.0.05) 6. Quanex Part Dur•aseal complying with ASTM C518 Thal Conductivity 2.22 BTU -in. hr_-fF-`F. ASTM F 1249 U17R--Pass. ASTM D 1434 Argon Penucance-Pass. ASTIM E 2189 I_G. Durability -No Fog, ASTM E 546 Dew Point Dee=elopmew -w_ °F in 48 hi - (Sub► lewd welder N'0A N'0.15-0409. 0 S). 7. Vision Extrusions, Ltd. Parts corupiying with PVC-AANIA 303-13. V"ohlritarb- Specification for Rigid Polyv�yl Chloride (PVC) Exterior Profiles for Vision E anisions_ Ltd- 'TX-1 by AAMA Fenestratiou Exterior Profile Certification Program. (Subwined refuter N 0.4 \'a. 15- 0409.0S 8_ Vision Extrusions. Ltd. Parts comphriag with PVC -AA? -LA 303-13. (Stlbutifted under NNOA No. 1.-0409.01) 9. PVC-AAMA 303-13. V'ohmtary Specification for Rigid Polyvinyl Chloride (PVC) Emerior Profiles for Vision Extrusions. Ltd.-Vl✓k-1 by A %LA Fenestration Exterior Profile Certification Pro -gram 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution. USA. Inc. for their "Tan 3040 Sr light shade (non -white) White Rigid PVC Exterior- Extrusions for Windows and Doors"- cxTiring on 02*4,`'1. 11. Notice of Acceptance No. 18-0122.02 issued to Ewrp Fenestration Solutes USA Inc. for their series '`VV'hite Rigid PVC Exterior Extrusions for '"'indows and Doom', expiring on 02:28,23. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution. USA. Inc. for thew "Biviize & hot shade cap coated X%-hire Rigid PVC Exterior Exmtsions for Windows and Doors". expiring on 04;16 25- F. STATEMENTS 1. Statement letter of conformance to FBC 't* Edition t.2020). dated 0421120. imied by manufacturer. signed and sealed by Anthony Lynn Miller. P.E. ?. Statement letter of no financial interest and of independent_ issued by imanufactutrer. dated 04;18,20. sift and sealed by Anthony Lynn' filler. P.E. 3. Private: Labeling Agreement documezat between PGT. dated 03 30,1; and sited by all mroh,ed parties. G. OTHERS 1_ This NOA revises NO -Aft 17-0420.06 (PN: Tw,,C-.GI) and updates to FBC 2020 (7116 Edition). expiring 04 21 "21 '_. RER Test proposals #19-1155 dated 01:10- 20 approved by Ishaeq I C'haanda. PE. expiring 0+14!21. Ishaq 1. Chauda, P.E. Product control Unit Sup#rrisor '+OA Nr,. 21-020S.0 Expirarion Date: April 14. 2026 Approval Date: March :E.:021 E -; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1) Air Irnfiltration. Tem. per FBC. TAS 202-94 2) Uniform Static Air Pressire Test. per FBC. TAS 20294 3) Water Resistance Test. per FBC. TAS M-94_ 4) Large lfissiie Impact Tit per FBC. TAS 201-94 5) Cyclic Wind Presmue Loading per FBC. TAS -103-94 6) Forced Entry Test, per FBC. TAS 202-94 along tt-ith narked -up draw nip and installation diagram of viirtyl sliding glass door, prepared by Fenestration Testing Lab. Inc.. Test Report No. FTL 8549, dated 1 10615, signed and seated by Idalmus, Ortega. P. E. (Test report revised on 12,'04+I5 and 01 11116) & Test report on I) Air Infiltration Test. per FBC. TAS 20-1-94 2) Uniform Static Air Pressure Test_ per FBC. TAS 202_9 3) Water Rance Test. per FBC. TAS 20294. 4) Large Nfissile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pre%w Loading per FBC. TAS 203-94 along with marked -up drawings and tristallation. diagram of vinyl sliding glass door, prepared by Fenesmon Testing Lab. Inc.. Test Report No. FTL 85+5+2. dated 12,04.45. sited and sealed by Idalmis Ortega, P. E. (Test report reOsed on 02.15,2016) T Test report on I) Uniform Static :fir Pressure Test. per FBC. T.LS 202-94 2) Large 'Nfissik Impact Test per FBC. TAS 201-94 3) Cyclic Wind Presstite Loading per FBC. TAS 203-94 along with marked -up drawings and installation diagram of u.'inyl sliding glass door. prepared by Fenestration Testing Lab. Inc.. Test Repot No. FTL 6638 (scruples A-1 thru A-21) dated 11 'M 10- signed and sealed by JbW A- Causo. P. E.1SnbntWd nnder N 0 4 Xa 11- 010' 04) 8 Test report on 1) An Infiltration Test. per FBC. TAS 102-94 ') Uniform Static Air Pressure Teen. per FBC. TAS 20294 3) Water Resistance Test,. per FBC, TAS 202-94. 4) Large Missile Impact Test perFBC. TAS 20194 5) Cyclic Wind Pressure Loadingpe'r FBC, TAS 203-94 6) Forced Entry Test. per FBC. TAS 202-94 along with marked up drawings and installation diagram of ten 1 sliding glass door, prepared by Fenestration Testing Lab, Inc... Test Report No. FTL 6337 (samples A-1 thru A-5), dated 12rU A0. signed and sealed by Jorge A. Causo. P. E. 40n► iced under .'tiOA X& ll- 010' 09) C. CA.LCtZATIONS 1- Anchor N"'erificatioa calculations and s ructuratl analysis, complyu1g with FBC-2014, prepared by PGT: dated 1 _ ,09.15and last mrised on 02.15:16, signed and sealed by Anthanv L lwiiller. F.E. (Snbrttitted underN04 No.1 5-1210 01). ? . GLizing compiles with AST 14E-1300-09. Ishaq I. Chauda. P.E. Product Control Unit *Supervisor ti0A No.:1-D:O;.03 Expiration Date. April 14, 20M Approval Date: March 2f, 20.1 PGT Industries. Inc. NOTIC E OF ACCEPT A_ CE: EVIDENCE SUBIUMD 3. New ExIdence Submitted A. DRAMX GS 1. Drawing No.1M 5570.0 Rei- B. titled ' V iuyrt Sliding Glass Door NOA (I -My. shies I throw' 1 of L prepared by n><a ufacturer. dated M 05 '15 and last rmmed on 02.401. 21- signed and sealed by A. Lymn-filler. P.E. Note: This reu.-i.sion consists replacement of same emisTme installation screw with fit head. B. TESTS I. None_ C . CALCULATIONS 1 _ 'None- D. QUALITY A,SSURX-NCE 1. iiant Dade Department of Regulatory and Economic Resources (RER)- E. NLVTERLA.L CERTIFICATIONS I- Notice of Acceptance No 19-0305.02 issued to Ktw;u-ate► A uerica, Inc. for their "Tros oig Ultraclear. Clear, and Color PA-B Glass Interlayers". expiring on 07.08.214. 1. Notice of Acceptance No- 17-0808.01 issued to Xuraray America. Inc. for their "Senn -Glass- (Clear and Mike) Glass Interiayers . expires on 07,104,231 3 Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their' Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extntsions for Window-, and Doors, LNpining on 0930 24. 4 ;Notice of Acceptance No-18-1106.11 issued to Vision Extrusions Limited for their series "V-E 1000 Tan 202 and lighter shades (Non-11 hite) Rigid Cellular PVC Exterior Extrusions forWindows and Doors"- expiring on 12r1-10'21. F. STATEMIN T I Statement letter of conformance to FBC 76 Edition (2020). dated 02/01:21. issued by manufactuwff signed and staled by Anthony I-='Miikr. P-E. Private Labeling Agreement dated 03,0921 betw•eetn PGT Indushim Inc. and CGI Windows and Doors Inc-. signed by Dean hi. Ruark. P.E.. V.P. Engineering. on behalf of both companies. 1- r i i , 1. This ".'vOA revises S renews "BOA# 20-04. OA. (PLAw•., GI). expiring 04-1=1'216. 2. The current dated PLk CGI file #21-0205.01. vtpiiW 041 4,-=26. Lsliaq 1. Cbandat, P.E. Product Coauol U» Supenisor NOA No. 21-0205.03 Expiration Dane: April 14._M6 Approval Date: March :6.10:1 E -6 PVT Industries, Inc. NOTICE OF ACCEPT ANCT : EVIDENCE SUBMITTED D. QUALITY A:SSVIL4, NCE 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ E. 1L4,TERLLAL CERTIFICATIONS L Notice of Acceptance No. I5"528.14 issued to Vision Extrusion Limited for their *111tite Rigid PAX' Exterior Extrusions forN%Indows and Doors'. dated 0&13115. expiring on M_ 3019. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extnlsicn Limited for their ' 1� 1000 Ian 202 and lighter Shades (Non-Altite) Rigid PVC Esteilor Extrusions for Mmdows and Doors''. dated 11-09.16. expaing on 12229:21- 3. Notice of Acceptance No.15-0528.15 rued to Vision Extrusion Ltr cited for their ..Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for 111ndows and Doors'. dated 09:13r 15. exptrmg tact 09301r19. 4- Notice of Acceptance No-16-0712.02 issued to ENERGI Fenestration Solutions USA, I=. for their "TAX 3040 and Lighter Shades (Non -White) Rigid PVC Extedor Ezh•usions fat, Windows and Doors' dated 091.5,16. expiring on 021%21. 5. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA.. Inc. for thetr '`Bronze and Lighter Shades of Cap Coated Rigid PYC Exterior Extrusions for Windows and Doors" dated 09,,'1546. expiring on 04/ 16r"20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA. Inc, for their -NUd e Rigid PVC Exterior Examsions for Windows and Doors" dated O'9110/17. eq) iring oa 0221&18. 7. Test reports No(s). 10-M-792(A), 10-WM. 0527. 535753-09. per ASTME-84. AST'vID 1929 and ASTMQ-635. issued by EXOVA to Vf mon Extritsion for cellulosic composite voteriai (Subnibled render NN0.4 No. 11-0107 04) S. Notice of Acceptance No. 14-0916. 11 issued to Kiaw y America.. Inc. for their "SentrrGlasll (Clear and Alike) Inteerlayer". expiring on 07:0CI S. 9. Notice of Acceptance No_ 16-1117.01 issued to Rtmaray America, Inc- for their --Trvsifol:9 Lltraclear. Clear and Color PVB Interlayers7. expiring on 07.O 19. F. STATE 3ffINTS 1. Statenarcnt letter ofconfonmrice with FBC-.;* Edition (2014) and FBC-6* Edition (2017� issued by manufacturer, dated 0&14117. stgped & sealed by Lynn Miller, P.E_ 2_ Statemew letter ofno financial interest. dated 04t1& 17. issued by mamrfactmer. s4pied 8t sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the abo`e test reports. 4. RER Test Proposal No. 17-0387. dated 05,0517. signed by Ishaq Chanda. P.E_ G. OTHER 1. Notice of Acceptance No.15-1210.01. issued to PGT Industries, for theetr Series "5570 770'" Vinyl Sliding Glass Door (Reinforced) - LAX' '. expiring on 0414r`21. I*oq I. Chasda, P.E. Product Control Unit Supami or INOA No. 21-0:06.03 Expiration Dates April 14, 20!6 AWora 1 Date: March .;, 1.0:1 E -3 jo 1 1 2022 \[?V/\ VIRTUAL REVIEW ASSIST Viet' r``"�`J"' Assist, Inc. i':'<eeW completed and approved plans 2020 FBC 7th for compliance �rrith the K oho PX2300 Edition by Debra Ann t13 a3 C_ ern Co > U o 0 C:)- o etD 0- .� U C/) M 0 0 L 0 0 tL g-_ 0 00 U_ ct3 0 `~ 0 > .� -0 E N " * C5_ W< E Z W J r� J V ; (D k E. z C_ co C� CO o >� L Q o Q L.0 -a-+ O L (1) �d � W a- -0 O CU CU UJ G 2f Q SHEET N0. PA 1.3 March 15, 2022 Z:1 L�EC,4�imc. TTLUT TESTIM a ENO MECr ING COMPANY --. - - WA' MR .A T7I.r.1T. IfL AE- _. alM ii'llo Wstvit tare 1_1» w,o n .A I...r. t_ gas •In PRODUC��OL7 REPORT REPORT NO.: 2"77401 DATE Juy 28. 2020 r'Rt DUC T CATEGORY: Sues PRODUCT SUN -CATEGORY: Sm" Paris F3R13t)UCT �: 20 "" GALVANIMO STEEL STORM; PAW& MANJ--ACTUURER: G�k"Ft4t 1Froducbur- 48M S.W. 61 Stag Ostrow, flog 31t I. -PURPOSE OF_EVALUATION: This is a Product Evaluation Report' by Wa11erA. Titbit. Jr. P.E. (System ID rx 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3. Method 10 of the Florida Department of Business avid Pro%asfonal Regulation. This plrodt,r_l is !tait'irj issued an Evaluattn Retort as described heroin, and has been verified fox a"plonce to accoftanw smith the 2020 Seventh Edition of the FMndtl BuiWirig Code, and to verify that the product is for the purpose ritertded ✓ t 19ad aqulvaient to that roculred by the Coda This Product Evaluation Rep<ori shall too sut:lelct to review and revisli n In case o1 a BuiQing Code &tgriqc that may aced tts iirnitaltions and tortdltlorls 2. EVI ICE-SUMMITTEO: 2, 1. PRODUCT EVALUATION DOCUMENT (P,E,Q,): Drawing No, 20-176, Wed "?A SAGE GALVANIZED STEEL STORM PANEL' she" 1 thru 26 o! 26 preDarod by Tlaoop. IFS: signed and stated by Walter A. Tillit. Jr., P-E.; doted 07/2812020 TN* drawing 16 an integral pert q,1L EY&ualiat Report, , . A" l,6 y�N; - ." * �, No. * 167 E 1 __:II e 0,4 f(r, 0r^ syi 03 3 N.W. 3bth S"WI, Suite 305, Miarti. Flixitlf 14166 - rtme: (3t�)117I • IS30 - Mats; �dot41, . k - '' •"11•IN �• rrX00t'CL Lr%.%AA. r: i IV'4 Kt rirrt'.rsu_ I-v-0-214 01 3 22- TEST REPORTS: Large rrilstile 'rnpacl anJ fatigue load 1e616 "fe, perforated under Pro/oaals TAS 201. 203 as per section 1626 of"Florida Building Code. Urilfam static ioads as por TAS 202 Protocol Test reports prepared by Hurricane Engineering $ "Testing, Inc , Reports a 569 dated QW090IC-11118, OW570 dated 0911611 . N$6-T30 datod CW20/1M, all three 34gn and sealed by Hector M. Maidirva P.E., Fenestration Testing Laboratory. Inc. reports rr 2032 doled 04:'16119 and 02120 dated IWO5/1988 witnassad by Gtlber. Dlanrond, P.E and €tepon No 0210.01-09, dated Search 4, 2009, signed aid seared by Edmundo Largaoupada. P, E. and Hod Haltom, P E. Tensile tust rat No. 9Citi-197 ay OC Ntetallur( 1. Inc.. dated March 13. 2000. Fined arm tsealed by Frank Grate. P f_ 2.3. STRUCTURAL ENCANEEiOIItioCALCULATIONS: On 20 Gage Galvanized Steel Storm PAnat for maximum pan!(t lwvgth YA. deatgn wind load. as weli as maxanturn ariwt^or sppcing ,ts ciasign wind load and panel sonolh base^ on rational and colsparativev arafysm and r accordance with section 1616 of the Florida Building Code Calc-utalvins proparad by Tilleco. Inc., elated t t A03-W and 031' 24°15, signed and be -OW by Walter A. T,ilit, Jr-, P,E 3-RIMSILEIMPAGT ]REStSIA M Large ne6silo impact under section 102r1 of the Florida Building retie as parr TAS 201 Protocol 4, tMND LOADS RESISTANCE: 20 Gage Go vanized Stoni Storm Panel has been verified to oustair wired press.i es. XUv mum panel ierlgth shall be at kwWAtiod on staaet:i 8 10, 14, 15 16. 19, 25 and 2+6 of 26 of Product Evoluatiori Document (P E.D.) drawing No. 20.176, Mmimum Andit:r Sparing shall be an indk oted on shoots a. ti 10, r 1, 14, 15. 17. 16, 19, 20 25 and 26 o` 20, of Product Evaluation Oocur•went (P.E 0.) drawing No. 20-176. 5. INSTALLATION: Irstasation shall be pec'nfrrled strictly in acoordancto with details indicated on 1 r is 3 ttui, 7, 0 u 1fr, Z"3. 24 and 20 0126, of P odu4Ct Evaluation Dracuniattt (P.€.D.). drawing No. 20.176. Minimum separation to glass: ahall he as indicated of shoots 8, 14. 16. 25 and 26 of 26 of Product Evaluation Docurent (P,E•D ). drawl" No. 20-176 ar1t/. •�E logo.. 11t ' mt*t67 STATE 0; �I;X ,Q_f %�'''raH.t.1,1.N•AHs' G S' • 51 0 UM Pwtf FORUM' 1,=Pa CA PRI&MT CL..JS`t PoK:1 i',1CCL C..;.x .v'!ts K •t M - --a dfai M ae gait r rm r.AIr "W4) Is1tWG rota, 4rCKaPi yr , M .e"G ttlwx,c_ 'D .UC..,1 .A.I �%X,„_ f[-W -,C-n P..1_, C 11i rA041. -Cl-1WW rN f ti t 4At WN a 90, M* tAult,, VA .. ANo-mom 9%W IN is 4K.W.5 a`S N A 11 c•Ir, a f 21 A :_-l'AP,Ki a;,•1Rtr Nun W4 CC" tLi %LL1WJG,_9= ;Rol. Sft"G A..VXI_ s._-'.= tin,. Ck 060 t-ALn :, , K Drtta z " Irt UC'Od't?GM Mt M.K Mn"01 t- r'®Cr. - !/s'/ upce. 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C..I[A •A t4v r.r a 3.:� ins E �y j Pa'tA11a C.Ntrti +t1ALLD ' 1y - %f r104d0A suot.040; C (we Y0490t Nwrkww Zone t •lD-a1tD '- it A"drprl - * * 7'D tiA� 6ALNAIart'O $T[ta S1ORI #A:s$I. 7aM . teat'; ii u •� Au ttstatcL or 4 ; T 1 ♦ _ '-- ____-__.___ ._ G;°. A tE s� ' -_ \. l,2`gtiAL """to" P"OI)C151 LLC. "'Aux '"" �dt l Oq p`Tr`,r eta IL E C xI wM,. w u.t ,moat. ogi. ,.w to r•aa 2t 11 1-4W '0`-`'`1'7�6 k" E - 'iP?i2 w -.w E ins nr I + t R4- O IrOP Yr I. I ' ! r _ _-, - im". 4,1S.r IRtI i - '---- - rIa* I . a rXMt;rr LNA Irt.!A jtil -W..7(; XU,,"t , ' 07 6.MMATEW. - L-.OHARACTERISTICS AND SPECIFICATIONS: Shall W strictly in 3000ndidIX.0 with Geltetal Notes and Components €ndk,XM an shoot 1. 2 and 22 of 26. of Product Evaluation Document (P E D ), drawing Ne-20,47e. Anchor apccfiaetions a Bali be nit indre,nit11d on.hoeti 1. 7 a,Kl 2I vl c6, of Product Evaluation Dommorlt (PIE D.). drawing No. 20.178, 7. LIMITATIONS AND COND'ITiONS OF USF- 7.1. Shad be trinctty in gumptianco with Caerw* fiolas No. 1, S 11" 14, irldiGalerd on Shoot 1 o' 2B. As, well a6 Genera; Noto& 9 1 thirst 4 and 1 i thru 1t5, irirlicatt)0 on shvvet 21 of 20 of Product Evakiabon Document (P E DA drawing No. 20-176 prepared by Ty co. Inc. and signet and sealed by Walter A T€tM. Jr., P,tr 7.2. Product may be Installed within HIGH 'VELOCITY HURRICANE ZONES as dOttiod on wt on 1620,2 of the Honda Bulidir g Code 7.3 Product shalt only, be installed into ur%rd r oncrsta. concrete block. and wood "me structures. Product Evaluation Refit prepared by tatter A Tidd Jr., P E (Florida License No, 44167), President of Tilleco. Vic. (Florida CA 719). ,8""Ieta girl alp ,`'w eAtfi .. I. .' . - 441 7 tu. Swa, 0' 1j 4 tpnAAA' WArl- 3'•TI TfCCIAria»atCONON ►.i 4111WORT]At&COAA P40%CTtr 1.400Z-CrS ItC:« 6A,.,4 04WOMSILits'JAWNAattl1®RWrIA3&1jitIt1!4Urn tt' / /T__1 L Fr-:c 0-1 t 4 X TILLIT TESTINO 8 ENGINEERING COMPANY -NUIRA T1t.:J C, M..,L p((fi�rA'' //'++•t' c``� { p p�a-� 1 PI_SCL)1-OL�_.TA �Mt 1II S O� --r a A ,il REPORT NO,: 20-0727.02 DATE July 27, 2020 PRODUCT CATEGORY 31'ls PRODUCT SUB -CATEGORY: Stoma Panels PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTUREW Global Protactlon Products-LLC -1800 S.W. 51 Street D"o. Flor4a T:13 i 1.. P_1RPO6E..OF EVALUATION: This is Product Evskuttlnn F;tt,a,1ri i_sved by Walitr A. Tiltit Jr„ P.E. (SrYrlv'r'°- iD x 1906) to the Global Protection Products" LLC Rule Chapter No. 61G20-3. Method 1D of the Florida Department of Business and Professional Regulation This pirog uct Is being Issued an Evaluation RcWd as described herein. and has been vedfiati for comphonce in occlorderoce with the 2020 Seventh Editiun of the Florida UviEdlrlg Code, and to verify, thist J1s product Is for the pu'pose intended at It" rlquivalont to Thal requited by the This Product Evaluation Repon shaft be sublai.t to review and revision In cast of a Sullcling'C,ode change that may allect iz lrmtIations and conditions 2•,MPENClUS-MIMED; 21. PRODUCT EVALUATION DOCUiAENT (P,CV.): Drawing No. 20-175. titled "24 GAGE GALVANIZED STEEL STORM PANEL'- ',Iieoits 1 thru 18 of 1S (sages t by Tiftem, Inc.. signed and sealed by Walter A. Tiltit, Jr . P.E-; dated 07/2712020. This drawing is an inI�OA .� ls Evaluation Report ,,�I �o A E"%.0. LvG44*� - sh16 _!/►i * ter 1 S AIF C•I e• :4 (i a1 ,5 N,W, Itltfi Suites, Suet 105. Miaaai. f°l;uida 33166 - Pherx. 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"{ 'itl 1C<g2;L L. -- i •'%'AL -Arm± K-►t -•..,• Tii[ - t w^ A "StwaNn tut pw , r ` C•"t 1 z,@ .`•fit CY �, tllr", I-ucawea +ove�--. reibtt _� -glen .Ile'. a r �� - ,f•s• FLORIDA al, i4 CW. r*&Petr Kwr;ton. tome) . 4rtMI I.M 4 i •. - - Aae ' I , 11f� 41 wt«ea g1P.w,e... _ 441$7 alt11 atlL i r0 WA YAN41s, VUL Sleet *Art tA,11` v"r tog•--41I s I. * lt,ft -- rW r GLOBAL PRQTI CTiON PROD{ICTS, LLwr. r' A i[1 3ii( .1 - __S 1 - - IL. E'C. V gilt_ wt" La 3 l aL it, itltiT , tW LCJ Tt- _ __ r•"�t....r .i"°.ia `, .. ••tad M.3,u + II i lw M"+N, l za- I 6 r @tiQ)I.. K_,(fCiiILQ STiCCBxtl;�4ts • •11` '�� lt-„.II,•, -#- agog. ,r M _M-` M terra O• 1•$OTrt:LLL1N1d. Ta'6737.e2 2 2.3.TUT REPORTS: Large missile impact;oad tests were performed under SSTD 1240 strntiNd as pert section 1609 1 2 of the Florida eviMtr.4 Code. Undortie stlRde loads as pear gAtINtin t 7r R 'tog r%P, ASTiL4 E.340 Tait ropeAs proparad by Am=fiesn Tooting Laic of Solah Flonda. Report* 0814-01-01 dated OW11102 witnesses toy waiam Fi- Mehner, P.E., Sortz Moron. P.E_ and Henry Hattem. P-E. arc Report No 0219.01-09. dated February 25. 2009, signed and sealed by Edrlundo Largaaeopeda, P.E. ale Henry Hnttorn, P.E Large rnissila irnpaci and cyc9c loadings pot Protocols TAS 201 d 203 as per sect lon ' 509.1,2 of the Florida • Bu n0 Code Toss Relport prepared by Amercon Tiny Lath o' South Florida. Report No. 1123.01.10. dalod No%member 23, 2010, "nod and sealed by JWo E. Gonzalez, P.E. Tomlin test teporl No 9CM-198 by CC Metz-Aurg ea4- inc am Marcel 13, 21 0D s grout and sealed by Front[ Grate. P-E, as per ASTM E-ff -.Id Tensll€t Tact as per OCC Mota`iurgr al Report No. IOKiA-1318, dated Decomtvc, t 21110 signed and sealed by Jerry Jacx4ano, RE, as per ASTM E-8, 2.3. STRUCTURAL ENGINEERINGGCALCULATIONS: On 24 Gage Galvame d Stw- Storm Panel for maxoftm patter kuagit, vs clarsfgn wind toad. well as maximum anchor spaying vs. tie. n ward load and pill lersg!h based on rations; and cornparstive,anolysis. and in accordance with section 1604 of the Florida SulWirg Code. GalclihNI-ors prvpared by Tilteco, Inc:. elated 12116110 and 0617113 (for this rovision). jitgned and sealed by Waftr.r A T-1it, Je . P.E. 3,JMMLE..IMPACT RESISTANCE: Lao" mistiile knlpact undo, section 1f)08.1.2 of tree Ftor via Budding Corte as per SSTD 12•99 Standard and TAS 201 4A WI - L4AD- : 24 Go a Galvanized Steel Storm Panel has been verified to sustain wind pressures Maximum panel length shall boas indicaied on st IDOts 3, 9. to, it, 12 and 17 of 1a of "t uct Evaluatln DocLanent (P E D ), dnnving tka_ 20.175 A NarliTium riGtwr alias indicated Sparing tso ns on shoots 5, ti. 10. 11. 13 thr.t !li and 16 C' 18, or Product Evaluation Qocwnent (P,E,D.). drawing No. 20-176. 24 Gape Galvanized Syeal Storm Panel has begirt verified lot code compliance to work as a n potous storm shutter as.sembty. as pot SSTD 1249 Standard. I 00 _'Z t# t Stem " . Q +' • f10Ri0P '�' fSs/'C.i. iL , IV N h+nu'.folA ram .LAaXULN aqysrxxAQL,"ualf, LASTALLATIM Installation shall be performed strictly in accordance vMh dctal's incitcate:d un sheers 3 thru 8, 12 thru 1S of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-479 Minimum separation to gMao.N eban be ea aitrf>,.attrti un shoats 3, 6, 13, 14, 15. 18 and d of 18. of Product Evaluation Document (Pl.D), dMWbtg No. 20.175. 6. MATERIAL CHARACTERISTICS AND SPECIFKATMS; Shall be strictly it acwraome with Q*nerao 14otes and Conponeras pxkaW on sheet 1 and 2 of 16, of Product Evaluation Document (P.E.D.), drawing No 20.175. Anchor specifications stvali be as Indicated on sheet 1 of 18, of Product Evaluation Doctrslant (P E.D. ). drawing No. 20.175. 7_id)ffWIOH3AND CONV_1TIONS OF VU: 7.1. Shall be ate car ut OOrnpl 8n0,1 with Garleral Notes No. 1, 8 thru 14. of distal 1 of t8 of Product Evaluation Documonif (P.E D.). drwAft No. 20-1 "`- pmpanad by Titeco_ Inc. one signed and sealed by Waller A. TIM, Jr . P E. 7= Prodid shall not be Inataliod will" HIGH VELOCITY HURRICANE TONE:+ as came d en section 1620 2 of the I'Virkta Building ng Code 7.3, Product shall only be Installer into pure'd concrete, concreto Mort wood frame structures Product Evalu*l on Report orepareod by Warier A, TON, Jr„ P.E, (Florida Ll",rw 1�, 44187), Preswtartt or TllttlCo (ram (Fin xda CA OttCfyT19). W,.-.,, 4P `.. -_ -^* �- d 67 .11,t,I `, * " 'P I T t:. 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OPTION 2 FQg LIFE SAFETY STORM PANEL -1 ELEYATIQH « w s ryi 00 aaW owP., arW w•A"'. -__. t 1� ✓t r art ' -• - _ f d / S.Ellit WJttA 1 At; C. "a. PAhfL LC0.7 6 ;MSY SL %RATMS\ iWAilE: T GESIGN - n SSifWri RAVING t) ?tSE1 SC:r'0•'(;) u o cLA�i C•pTrpf'r aos0. /2.0 a' a• 7 J/4' UW0010 E No-44151 I *' MOM A WILD Mo Clint YaroGtYV Hortca» Zw 30 Gat$ GALVA*= SMI StOgt tAr4L `• at' -.., ... a• y�+ ice--- illl N \, GLOBAL PROTECTION PRONV& LM1t/at/aMr °1PWur IL ECO w aaa 1 ..la 't • q f+ eSIBW Z. .a F. r s, � �ii.7 +.or rss•r.a•wrr Matw.Rwr ?6-t?i •r raAl.w• ..1r -'arx arllta a -U.^ . ALL DWALLATIDN DETAILS FOR OPTION i2 FOR LIFE SAFETY STORM PANEL SYSTEM s:.W3G' WWtAeta° Ji* +t. 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FWFsletaa IL ECO 'Qr� t,�y 1rCG am to 11 MIT � f t'!L •- �@;. t+at r A LwF -taP+1 ur.., ,W t1 Ma, •s$/Q ,A` ..... t..-��r RW.... + '+W a's a • W'.ws eW«a. 1W - ;,..w. a,a- 6 - - A4d`•t ra MtIWt,.0 r Awrtry at. sWtl*a�:sarn t. a4w • -t n ,, At--•W,•••-��-._-. w aWm . aW w COMPONENTS FOR SERIES 00 dE_J_QOQ E-Z HA T _PANEIaS 'f sf4' AMCIM *Orr; -4 1 /4 ISO Ggoo, [DIJt _ it 2w, I rIm, -YP A-Ktrtil 1 �F laA V ra dar M ctt'tat, way d, f1t - 230" STORM PANEL 1 - t.?T - RIEY'ERSED *N' TRACK WYMItA l ttn I P �, IS/ .gRW," Caaa - - � , . j',aW-y• I v � ISOIEETRIC VIEW DETAIL A Ate[ coavtA • {vas all W"A.aL f 07 5!a!(11A1t.)-- yM,.SFi= *ACj M.QK 0 ftK WUSED mil!° TRACK l e Z*R e*(Maji-) A,U11_ Ar1i a 1LR � .fkl/ •�' N'�F�y $ l't� * ; - sL,@iHO,lt iLN<DtFtG CtPDE N' Yaaacl Musts IofWa -. - i Q' •. 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"Je? rt1 . ., 'a.IrW r Y ALL AMERICAN SHUTTERS AND GLASS 4_ _-" -- ( - NUN HVHZ} .4a C;AIVAPtIZEb STEEL -TORM PANELS HVHZ & ^ HZ) wtt•TI•'IK WILT� ,FR#S', ic•i:Ui1Pa yi'A.91'"R•� TWF AS kTit k i - -__ � lki p P y lyLa:APs 6 %-(-rIAY r):•t ���� � 1 l;fl JGa'v4b+*tsavt\ •nulls, I ' a�«wt:atln ;i 1rSAh TT15! J.'R 4 .. I DI " -- a•w tat aX jR'�Y,s• TYPICAL VER I ICAL MOUN I ELEVA T ION t�rw)t'r (Gilw _ A4 CIQn1 rV• M.nit? - - � >stAF r.+r t'4M n Ail :q*$14 5 s .al VAi..N yr' $ � 1 I 1 � � TL�►ra3uar I t s ', i t P? tGiiEl t�[i '1 _r Jj# '7! 1 ac+I-y,t •tOV - s ty �%` .._ rs." hnf a; Arq::'t (, 17E tX7 t;TrdY#: I IJatT,.a wIr !q! wOtK. rtO A7 rd,qurttic;. 1 •I" "ALE t4 D V-VjLP t,kKT#Lttp v.tAt trt,wYttttc¢IW, also fi')ttb Lyra z`tIn1'V AW W-f AM VeID IRnI•�w SATISFY al3"dtJl'T] AP,%•lf0 i _117'MSAA wra RfislA 0t6tRtilt0ll 0 to A`'r Lift[-vv;xTC TA•AN'lA.ri VERTICAL MOUNT ELEVATION NOTCHED PANELS ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: _w'.•�t waaL. a. lelt- € wAAAT - I 11: MairV a a� Ate. V M fdlll .t o wry w�.'=*�tlaals x l-1, TY. A w al AaAA,tr. *w d f iriA t J , I ar /f to '-11.+NA i•Na S:A'W4 :YAhr 1 ,: •. r'Mwr ,C^4t =aiatr IAf "IAr/>0 aArwY fn••:i t#,w Y l 111 f �b n t *• jkl­ I{ 40 1101. A Y.v tow• 1404 1 lass" a >w !It_ SPAN bLMEL)ULI NIU I t !a: t 1"Ill SJ AA. Rr4t A.''. A47n GNr•'�.� C14�•SuN uCap • awvtt rw5*dHr*Xr 's>.eti;nri rC M N Mr At! A ' T9• IAA• �°d•rilaE4t ,lrt •.Chd%Rt1 i V VAN SCt.ePCit 1),df4A64R •ffi r'Ci"Wilif EGO`. LESS Thaw ON EQVA. tG %U= 41702 d<SI" .OAaO ) rttxi R fAs•!M•s' A•E b ' rrr'9 I/aan i\ CChwJ•. JIs :, ah •.r•, r ^a• e q /� a1a: C I 3i 4raACaSta SJaC)tr st�iIC ' •kA •A,,." U .rta•-dq [:bC.rATI'�,r •3� wi5 L tytrayra45C•,r AS41 o it.9 OAS,_W,T 0( tu/'�r,wtat T ••r3. t rt4,t«.lrr ytpweMt ldlAAl3�ra�-�E3rT�-Y=3P IG, •A FH'iTF`..TiC 5-:•ltittE :S atQytr EL•r^w �-w�-rrCatTf•.t lliK"'.WI C UriF•J(a A•DpN ►F•Xlce.Oa(t$IT•Kijna.4( �1.Iti:irT,a MyF ,I[At ..jry.ta - MAXIMUM Al LOWABLE DESTGN PRI:sstj t=S. )PSICiN NC)TFS S:r�\ [t• a1•AlN ttttS$,Xifilil CIIAII yr*7tft LlA,DKAL Lw ,}I s1 N Al ' S t ta•tt+, rats sr t IAtt it rrTElaluat,J t€ ^ JJaTr R•IC,:a4yAII�G"EIrt4o ter ltGr,%Nca*►� tKTn'€>k ,* tt rXwl lMlt» ; LNN 'mt• • u attt'•TNC .., 1 it NI it, ':r/ 4.a F4 tSiS t.wAA A,, A Ic "k• Iwl1 t h[ "wE t`•j'-A It act.• w �p w �B ��q AtUE4 .t51 Fb 1�9EiltlAr %t'.k Ska GENERAL NOTES '•dS !Jt,; PICA'?,^ # 5 fate $IIn6Y410 Also Sit.{y it rest AA•t0 M r n7 )i tri•. motU& W J}u"kaaJ s,TOVA wax "Vit tU r 14 as cftAKr) 11" "141, I I -II Aa• I<}laF•It I,d atiMtf 4 •ACfity •�rt'It;•Rr,G4Tnt t! 3d1 � t� L'E�1 E C.t 6+Ht iC AYdOb '{t! si'lL o ' je dTGI11h' A4•. e.lilaj .f: J+ra[r. Ri air=tom• qfC w t T.rc A An t rr,• IA 9 caCM?t 1r At n T*AG rq'IrK At➢K .u• t lie•Y.a t•'tR Al as Nta .rw ai "t•I4A-t Sraa'st. �a,A"143tY°}A.T b a •M 11. I. • SW. G r fie e" vr,! ! A r1 t„Ie•wwwiil .r 9wdwr aAT. ,ry L Edo to 64- N r t rw At a r ► R •H7 rf11���p�•g q( Ejn Ey{j LIfwa f,(�'J':RtiJ •w{w:t„ct #KI N t►IAE EIr'wN w.rdK',.9C CGet• I'tfw 0", fD0la i io A. 9d'•J4iX 11•ItA+Awe*.9ttF¢7 NtiF16 Aft AA\tJ %}qaN%IflYn pt'art 'ft E SrtaN fwAf A• snru TYWAd'M To'stw Alt) Axiyt la+un. •)I•tvl r, tIK. ti11,7�fAa ryMylt•`7c t�+aSA�'�.aM Ai,r A tw�In•f'w ry •M i Wl -- I tuWEGNMd�4Ma14)I11SA �9•,rKiq t84>'t iv�MUti rtt4 'j' i it It' a. oom- 0"La Tr•t'a'e IV, K ie+dr wu�T_.e «s. r, 46• •Q "AllfrAr. EL: TATt- IANw.S r N #:inittp A '•". ti li"290tte". N."IL2talca. :. r - wv y •r .Nt rtii•4.I]T1 n wIw1IA a,•At u r-a}c;a.t. ,•. 'r •_QJ ewa vLw.On f^N.atwt r,et•r ,%lit AAL [..sriri=r gGi\sa• .trt• g1.'•A'l4fr R! d0e'ItMNTp(-•L _ t! '•<G,iITfAKsasAAar04ai1.t'wI LI'aE+K#rE OF rfGrOCT N► yF•,It ir;tr.alW rA[llri•Mwri,Att llatslaK.xl rlcdit r.PTUYsg1c a uFlata.•laa 'C'• t` A.y?rs1 KAG¢MRa 11A1- Y#>0:•Ef COK-T . in atht4rl A: •Y'C"'PI Tl• :,]d Ca •,rp A•t•.11lc a•}yb l• e(te TAtk'T' rl t cwx•eYnm a •.w.n .. etrW 4IPI •o• ,4a Car. 14, s+w-ta iii � q 1 2 i`t ti• xaMihG^.at-L Y.A{etrKb4•Aa�.<tt0W•�14C'I-MA'tIr9'f1TNiRTL••:tgt•(.wl i s ! ,aK`iwr•/�t1 T'•wxa# a• t41 A4 CAM. a rF9r16->$C:i"{.asiif,w 6 � 111 � ..•:�•1,• V^% CNA ctYMIAEAe NCR AtAe It r•• • r a . r�e•+.sdo _.s. rq[NTC 5r•:a ac,A;aOdrse�AR _ I I . 1 raatrJe AwswaT 4 •'•i f N sOlXra AAil 14r6wbrC I •R A4•MltArtlR la•SSt1[ArR ?Jl Wgr•eAlR]k,w3 r�•t4}:CgXUMkNR y`y ij�r ••r'rryl •Ow"TRO NGiA1t4 al r1 •wt,+I 1rI Ai rAwAllttA.ks "Is A • C gL.-, , #"F'rMA r"7c A•JTt t, , P.:', 4„Itt'l Fttvgtri"i{RTCt'7�w�.9n^rcwirP.`^��rRcinaCxw:Auw Iy �j e n ate, aelfp 6t T'+Y IM1 AgtiN t"W;'a tb .M. `sj 11 [,M,'p .t. •r.1 i'AI.' Y `t+' iAIM ,.. rrpw.rr>L: • ,r rw `w° , .,:. rn.« ar„ta ,r•• .,w,r.w •ttl-3,5ai Vt3I7 ECALC.10a31"11;ft®ftlmbd •e tr•gO1ltlR. sae,LOW .l,M.•ewq rlArr s_n• r • ••9 aAI R MINIMUM ALLOWABLE SPAN SCHEDULE 'r�{Xi-i"T)A Tar UWAY `S , 6 Y . . � .s a sty en�r 1T ; r 3'� -, •- � ir- w � ;3 ' tt- T as tr x $ � ik i s twwr' if�sr. A •lT ' 1- f - t - LIT 7 or :YS' or •At r P +C�NAL�MTERIt L FA$T N�j QETAIL L ry¢ C �ILA �l •r r tI' a y ,a 4 w, r i3i Sn 4 to v p p tns� 99 a' rX• I w • ` iJt111l1r�i F••1- ,rw "4 r;,1 C)P7IQNAL @GtTE55 PA"IJ DETAIL ��JJ srrtrA',}uR rJwtrNrrF AlA 'F- a TO9OLar 1 .. •I..� Id a w ]Stt�_ . �. 1 acn '� " cna 8. �x Z 'w R.L ro alsrsAl`..,�„tvTI :b� '.... araam .- -r,'pA3'.p;a )!.-7 :..495'�•- -y J 4J+!' 5%- �.i : rrrx` i• 1 O•)' Y-- . Y "JEkS A 'i1•_'-'-tl•-i ids' �}M--`�S'q-'9t awwr �s*.n •M:a,.,''- a, <+i .. `d_Y• ,yp s r! I � ) Hs fast y- T 0 5A7• 1 -. r {6r r + alfi? tws' t nS• pE �-- :. taut t ttt_ •_ . :>Y b t' �� a > ; i W r Ie (i tSC �aR' -'"" awn 01 G aaoc• 7c• ,..." ., lust "I oar I� arpA IIQ_cA. %�'� v 7an POW w str ex nZ-.we 6 •) t306• �0,17t Iu tp•.41 .r {i r dN.T6sA• a • .t ,b 4 1 7.I14 �•- yAy r •LI � • �"' Yi'w LILA cqw Itllct �w w" �tAan-A vts• y t ollJ .. _ -. ... ••� ._ is',aA. �At a'... __--.�.��.-...-� 1. 'yam^ 1 rwl J s , OOC• * 'A• ,,i'�S!;;�,it:.Set(!t.'tit91_ -. L:• arA6ro, > ' • • ,•-•• ,T• 1':w wY , V *M± _.m_ � t�KaMArt �'s. A JUN 1 1 2022 VIRTUAL REVIEW ASSPJX r Virtual Review Assist, Inc. Plans Review completed a pproved fnr rmmnlinnce With the 2020 FBC 7th Edition by Debra Anne Klahr ANCHOR SPACING SCHEDULE: fn C i AZ" � • Z a� <•. v < A; Q _ r Y At w i R ` {7 n a sit a atA•urr•te• .• -atallrf.-� ..•� 4s• Ririsar n - N 'r - - .., ..- T•'wA• ,s tC A Si+!'!t.P_!t • t A. [ tt c1 tr 4 C. A _<7, C7 c) to _ , r, li.s- pn farlat [ri�R s.v wT war s 'ter i r,t_ _ � L_ -t.}!!y`�_-.. 2 LJ ' i' Z. t¢a Ise' t .•Y''•tatf a•i' t-. fA 1ii ICI t t• �tar at a•• 3.,. _ _ !., a' s• 1 i �" t a- ert wkt•t4a _ - - ..., .•.� �,. .,.... .a -t I ,. AJICiM t IateMNMt _ fSrtYTTla G71.{RlCA tT o ' 1 r c d ClCA [• I t 9 •' w T ' a` re. W trr al i T !1 t '. � a /lr I ft 1 T r I I a Lr t•'wl" I is� Y wYAittl'V a1 tt M tt F } u as 1 T 7i.d'•'_ G' W q' T ''. la A a a' R' •i, aw %.i E2:4 L._ : _4...._.,. _ „.1.•..__, tat aaa •• rr♦(ra¢ I. r' a t A 4 Aa9"loq p" ''�T i A F I1 t' i Ylsr % �,'� a` ¢R, C'q 0- E u a• J.s• a- • A• ; {' ta! AV __,,�'•.,. f3I .•r IJ• r t w aV li a' �r it iE-- ar' ay ♦ a' u"r•�r-0' i1 i1 ` A la a`e • aJ - Ia wl'• A i' t• Y it Ata•ir w••IA:.-, • ¢ N I r r rs 7 «w'Ir r ••a•• ii - sAA rdMs 4Ia all ae , •A Alfi�r t7 ° • 1X21� %e»t.eir.lu,• t! N X at IJ ' T to Wxl N 1 its la an 7 ak I 1 t tf { ►• 1 1 1 N1- aF ° a 1 T A ) •3 ) r t d•' se A t It da`�R ! Ie li TA A N• t A' A#7' tee a La.sT' r a sit a 1A es r d ` � tea' to a - ♦•' Aa tr F" Rr { r IrT' tr ` Ia4o sa .a^' ar sa°: goo A' 12 Y a• b T a b" w-ta i b •.. i' J 1 t €.Y r' /a a" AM r' 1A r' ♦ 1� •- Nt' e• as a• } {t i- 1 r _ r ! _ r. r .sea v FI )) rt'"" .'�'T1er•• 4; �E, Ri . .} -t•, i :• #60 tat• t .e ) N-0r' $1, W, " rt A A mo• 1 . "W � �' 6 rc,- as' 4 Te _ WWI s}• lJ � Q � - � � f• _,. • 4tI' eR 4'ta i• 1st • :. G .0 S;7 .0 C TJ s- 7.d- ji I laa ! IRI . '` Ir 1, r f° . t -, 1" ta@ It v Et NY•J .d' .. , i4' - Lao .R^ WA- Ile' - I: ' 'ie r .a• ' • t1 LJ t- .b - t _- ;I i' 7' f1i• !r t ' 1 It'°._ 3e;}; s 6 tr Ll 1 � r•.2r � t7 .. !1 Y .. r•.•.X. •uvs• •t - Tt Y." WA~ 40 t[J - #[ � A! '. t2 d- , Fifi p V _. � s` r� Y :S f t.4 1 • �1,i t�' 37 t- i,-NaA` ATr•ill a r ! � a. • (• • •- f) �.0` ♦ E ♦� rr' •a• 1rT' trc 4a 4-iL t i• Y27�; l3i tt ii _ - i � » •t - -� A: Ft • . •-ve, Iw• I. .•,wl,#.aa, A,. a¢ NA i t! .h r.. yXf"+•• ..,,: •, 1!•,°...,. -. f<ff. Aa TA•Cae :.4 N - It +»g Fie r`• a. Y r: ' ..it A "." I 11' a.>• I w I,:�T lr_` IY -T.. .•AJt�' IJ f• 0ai_ s ,c. IJ d ar 'a• is t• It. SC l a' *a.' as- 1 e *a•A- ate' et a A:. 64$' Ih at' ;'• /2 r' •e' ICI r• a - .s�° Aa'- �•` � e, (*,x v s (y t X '' � •� Q 66 ' 'fr ! i ► •.. '� � q � T!�� ¢ ANCHOR NOTES: 1 #b7.30 {)KC•-,t -?KIES TG:" E'r-- 4r.r. CMTMB":, legl:% be Cdn- PAE +a E-,af_A Eh YAhs'"CI 1MALSI.i asw,I E t Cwt_. .Vb•:AL SRO•AIN•.f 0.640c"+r rA•¢� IAiSrtrd• 1w'K 1.1i. •Cot tdtVi,ti rurrw:lm..,AAiwC"CiS ra it I.tkTcfSa1,IX"w17 Wlty" ntu• Ca WAAI. rC, eIFGaTiN COWIN it ' 9 1 LCaEr COY ertL i,T A t:'b tXr. FAA x',G 1 t ML, t } JIt FR WAR 0E. O S+Jt trR rararESFLlP.F EfMtt°aVh'Aittf1 EAS'1t'it:NA::Pft.,{'t¢AIf AWN--.` `at ,sR(YR 1*F MIXAM f. DETWSOA teatt .r rEoA aTta'Iw uC„a+lAAt cT �rFVFs r�t1 ! t 3 'PAWL IASTVAttL^ ARe'STiY'u• US.`IliC V1,14 )ON Milt AAt"&JWW. friRtd)EM 1•r.t•AA'w. .torn a;,i Ati":rl r`�P 4We 11•0C r•w,rAlTt ief4 SJd14ZW, aAIEYA r,I,A;% F ACt Y•" Jl{$'u Mr.•.Aaq (IILJO'i •-.". aJ14t•7Ut [tXaQIrF7h 1 Irct rv4A: a . ra to aclt's ,ttt • k. csinlY IITJ(it/l0.'i'Ti t s ►E,;t•Atwnw011iCa6 ) Px,)wCW URCiCT,:`C'rT rTYil:T,nS$tiMLi {+DlrT34Tt?0l6Trt CSwJ ERXQi1 a IaLtu •+°•EtC++E+.r S.ttn. 6t A5 R9tr�3 tk r�A EUt41:lE rtRY" u d•ta.1 t (tad /JI' [Orf tw riSaN dSl, QrK R. ORS RPr Fa�wR'S iiuC ■1lOI. am Y i ! q I '11t4A"Xts ,hAiM 4 tTtS s••4« In tJ•eRG+p .tla,. Lit' ft- Oq yat IJI Irtfb S. Vn M 10 A:a�Nlitri.t Se tYrrlf 4Wra fo Ir04T lE•iaf<=. • C01*311L Alu01b Who wglt In "U e,E tWL0(iM to trn.ea tOla •xak9lR Cobs a KtmtAdu Ow fort See CAC69A1 FUCISt•iN9r Ktt!' O /UTfABK:* it CF1R7iA GF NMAAt J' + 6• iNDI t IROCA ttLD f)' iDGt D76taJICC IG A:a?7taMi i.ft WOLO taAM•IiGI 11t0t)D5TyS7F)MulIF'F4JiwFgil'pf�•G•O}SORLAFAiP1Otldsjtl' IAQSSlfp liT tat` A— ta'-ati- 1 I, •I •0' wet" I' M,_ •a v t" 1' `i: .f • r t' ♦ - i ' t F - • ,G LIS ! ' a. ' r� .i.••r+ •.w.# ii i• tl 'M!`, Tt t'�i: A' A?' R}' EY RT` -t A' ` r,t Rta.Tsl mn to Aj 1:•F t►ev- rl.TI %1, f1t .a ..6 6 v- 7i' a-3' ` •• a.i' a • e• 1 N s. r r t3 rs S'� t 4' f f• ♦: )�[ UK V.IJ f Nn• it' I S- it s ta.ti' r • A,- 4:1 M 3 A r• .1 •'tE� •t r, .- r O• I r+ A tt a4 r+ . r e 1' . .e •-Vw t ,• t-t- i`T'------: - 't- -- -'f•�: art- i A' .i- art• inr aa' Ar ,T_NUI?1tINOMt"HO006,1nM�{}'aR''NCAO W.. u.tSe s.�a. ata �,.I,.t�1,�.T..jF?,2 t �: !!• i l6YI t. •tAve tali M f RAN IIAaS JR wt[R KEO k R f'r . �� I f aAtlt"lrAa4A 4Y- AIR free-t f LMaTi`: A•� JwPl' t:R NR ay a061.9 lNA.K•'!R- a p ., •u'Ji,aa; 11 rAa:�4K Y,•t eta ;«a4i r,►-rR G'r'FrS6t•UttfaC{:f f.erM ter ♦.,AdAQl t'krt, s+. aaAt � . ! - - Ae0499 &W NA - -i;j A11ION A Fell •ISAD, TWA YEad, tin *an8 •WAD ;UtVavl AL. 6tYT A It 'I ti aSta•Dair EatiECaW{'t ARR.•(FIGE rdi". AwrYF Er:IA•EK G31AC:p tjd;prri6 FAti FIt11"F.A6`i la CKI. ure:. AMC'.==04131106K. mi 01Alu WT A=VTAOI Lass';• , r • '- ,% 17011e 1 ✓w�uhtiil4 lirtDOfl@,ap or _. . `.'. 1. Ll WAaa PJIAOvXANlcrwn A(:rf'NrtrltE,tK>.s'&ietT.I" awr'MM*".tcft^ IBb'm°7, Nii9 t a . M N � > O vQ Q (D C= M U M 0 O 0 O > U) G) I_ � Ml� �a E z z W J (3) C, L 0_ Cu 0 S__ • a- U a) a �tR LLJ c C Z Z J n SHEET NO. SH 1.5. FCC D UP WFATHFR -+-� RESISTIVE BARRIER vV AiHLK ttSISIIVE G) TEMPORARiLY SECURE q 4ARRIFR `t - _ WINDOW UNIT FLASHING REQUIREMENTS wFArHER `'t 1 uc�c�u uuUH fi,)I'E''+{tIc� ...�._._.._-... SLOPE en .+v RESWIVE i � I 0.:3 in : 12.0 in R703 1 General Fxt�rior wails shall provide the building with a weather -resistant exterior wail envelope The exterior wall envelope shall � BARRIER r WOOD FRAME CONSTR. 0 f3 cm : 30.5 cm � TAP17 EXTERIOR SELF At tERED fLASHIN a'4- I' RFnnOF i l7NSTR ( ) include flashing as described in Section R703.4.-�- SHEATHING �-- SELF -ADHERED FLASHING Q_ Q BY LAPPING tx�WN - � ADIiCSI'!C TO I3e APPL=t() UPJF�Crt t� � � OVFR RIM JOIST AND N IP �° TI iRF:j 10t D Of DOOR At6f) ri �♦ Q O 1.. WALL BY ti IN HE T URN UPJAMB 5'. USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water VC CU Q"" , u_-....E...�._. _ � EXTERIOR 0- NAIL tW-AN' UH hUrVAL WF_Al "k'� within the wall assembly by PRC}(if` GAUI KlNt:� yproviding awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of - CEMT. FIN.-� j .r.r � .4+ -- -- wEArHER = ' St-1 I•-ADIIFHH) LI AS111Wi E3UILQiNG PAPER draining to the exterior water that penetrates the exterior cladding. �• ' RES131fiIVE (D BARRIER aFAt roes Of JQT`o , > WIRE LATH RRT03.2 Water -resistive barrier. One layer of No. 15 asphalt felt. free from holes and breaks, complying with ASTM D226 for Type 1 fit or other UNDER DECKiNt3 ,�;, ,, -. 10 !�" C SUBFLOUH r- approved water -resistive barrier shall be applied over studs or sheathin of all exterior walls No. 15 asphalt felt shall be applied horizontally, o fi SELF -ADHERED FLASHING (yr€ DrTAIt. VYP07) g J 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 t;13 a ;�,;� � _ a roved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No.15 asphalt to HEAD FLASHING TIE-IN INSTRUXTIONS j, `�" RIM JOIST '�' felt other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building '� � � I� 0 t. cut, toe ba b temporary secure weathallow / appendages in a mariner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resist bII'mer above header to aibw for � -.0- t fl■shi installation `` . o . C: ch d MEANT TO 31 IrOW QIIENERAL FLASi llhSf3 2 sMWhir plus neacl tlasningl unOcr R703.7.3 Walter -resistive barriers Walter -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -bused AND WATERPROOFING METHODS TO weather resistive � sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 3. Fold weather resistive border back over head BE USED. fishing and awl with teals 2 2� 2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. EQ �SState: NTS SELFI.�NGED WINDOW ��(� � SELF -ADHERED FLASHING ���� SELF -ADHERED FLASHING ���� v EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathinghas a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, FxTsubstantially nonwater-absorbing dyer or designed drainage space. I=R„�, sN�Arw,� - MECHANICALLY FASTEN IF ri9ZI=D ASPHALT RUBBERIZEDRUBBERIZEDRUBB E VW R A HFAn THROUGH EI(TCRN�V i4R St�ATI(3 :L,d'-I" i3FIlO OF CONSTR -' _.. - INSTAN•I„I<I` 5r•AL�NrREi� -� c �+ ``� ADHESIVE TO BE APPLIED UNDER irl AM r.NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE SELF -ADHERED_ R703.4 Flashing. Approved metal flashing, vinyl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied I�as't;I~MEIwT FLASHING shingle -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -a PLASTER TIiRESFIi?t t) Of fKXlR AND RFTL)Rh � t I.AA.�rllrau. SLL SELF -ADHERE fLA�il g g pplied membranes UP JAMB 9. USE LIQUID NAIL BIMU FLAN ED WiNDOW s x DAYLOK CMIu - MASONRY M W-K �' - OR, rOkIA& WF7ATI tt=R r C.AUI IONG ,% (SEE DETAIL WP01) ` E, used as flashing shall be applied in accordance with the manufacturer's instructions.. All flashing shall be applied in a manner to prevent the NV�FFR TO ItCHNIC.AL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. LF i iFR ON CHt-MAWCAL ° • • s w .-' . ,� RELEASE PAPER WINDOWCOi�,rPAT18tTY ° Sett -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTFNFR ` the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for r joint expansion n and EV.F-AdI"�rtEIA rLEliti�tt^a • � '- � ~ 1k,s=v4iti ; ��Ltnt�, sttk �n I)SrAtAtITAT _ Irt€-nN�r,FHrI,FIA HINc;. PELF_ASdCiAPAT0EAr E 9 p'7'� props ! I� A) SFAI.ANT .K-)INT •% '' WtNDC w BtiCK To t tacrt:No A aNIra11r� n 9 r 7tvNI contractdn, ASTMC1281, AAMA 812, or other approved standard as appropriate for the a of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF . ,, y, .... ,:.:MASONRY QTpAd {7I FHA 1 ppply I i flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings Wp&)UW BMK !r THRFSMOI) i 2) SEALANT JOINT _ I shall be installed at the following locations: OM 5) SEALANT rRc , [DGE or 4r'ANDOw FRAME . , „ .1 . • •, • sro TION A iser DETAIL WPuz> -'` a ANU�FJ(IEND rt) wlNoo4vFRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface cf the exterior wall MASONRY All IACI*0 / xi r F-ADHERI.0 FLASKN,P; - finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanical) attached flexible flashin s � 4 9e Y g _ PER COD; ' - shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the j 8) 1OOLEOSEAALANI _" FIEUi IREMENTS RFADBRI(GING °z ` -� . � following: GI ADIDIN(3 AND MWXM SFI r,DHFRFD rI &S Inc o ,, 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration AM1= FR3) SEALANT V IVDOw FRAME T - NAI..ING KANGE >> = �reLx:rcALL Ire WAY 1 C= manufacturer's instructions, in accordance with the flashing manufacturer's instnlctions. Where flashing instructions or details are N10,ND, 04CLU *4Q BALL. not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flasNnq shall be seated or SEAL TOPS OF JOISTS 1) ' I� NOT FLASH OVER i 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 UNilEft UE�Ci1Vfa i r' BOTTOM NAILS �$ (SEE DETAIL wI�07) 2 � ' , - (7� drainage. Openings using pan flashing shall incorporate flashing o r protection at the head and sides. FLAME `, 1.2 1.2. In accordance with the flashing design or method of are registered design professional. � �''9 9• 9 d SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. SOS C}6 05 CMU 1NSTALLATIYJN 6 POINT BUCK AND SELF -ADHERED FLASHING W P®"T SELF -ADHERED FLASHING ,�P05 WP06 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 1.4 In accordance with FiVIA/AAMA 100, FMA/ AAMA 200, FMAJWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND INTERFACE 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground -w.-_ -- 3.3.Under and at the ends of masonry, wood or rrteetal copings and sills. 4. 4. Continuously above all projecting wood trim. qqq SHEATHING - -�- � �LL _ }� .- - 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. JUN 6.6.At wall and roof intersections. Watw Resistant Barrier 7.7.At built-in gutters. VIRTUAL R E V I E w A sT . ` Virtual Revi yr Assist, Inc. JAMS. WL AND HEAD DETAIL Lath pleted an(approved I = -ns Revi Com APPROVEDHOUSEW IVG '�-� PATCH - _ '1--z stl88thlr� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL for Cormr�Ii�, ce with the 202 FBC 7th sTauCTAL�,TH DHotssrwRAP--�, -... on b urn i^ itnA Klah PX2300 TWIN TRACK2.5-� ° FLASHING AND WATERPROOFING METHODS TO BE USED. Edltl v 3,r• CEMENT PLASTER --� 12 MtL imin) DRYLox rxTREMF < - 1 . Ta APPROVED FLASHING TAPE, DOUBLE JCHST � �'' 7/8" Cement Plaster TOOLED R�OVCD SEAL - -- " • ✓ . . SINGLE WOOD BEAM `� JOIST BELOW 1 'SELF-AUHEREU FLASHING; Founij-d"I Watt < with 71$" Cement Plaster s ° 4 % ASTMC926� in accordance with 4 SELF ADHERED FLASHING �� { � l a . Felt backed metal f ASTMC926 - s�IIIu - �% = r~ lathe in accordance---- Fah backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC IM lathe in accordance FLASHING FLASHING }� � with ASTMC1063 20Building Paper Building Paper -7/16" O.S.B. SC:S 06 02 WINDOW FIN INTFRFAC:F WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING ff' ' sheathing , hea/16" O.S.B. EXTRUDED SHOULDER DECK JOIST WP07 OUTSIDE CORNER WPOD FOUNDATION WEEP SCREED WP09 ; . Metal sheathing ..I.Iw■ Flashing - - Weep Screed SELF -ADHERED FLASHING , uf Spy. Zx FRAMEWALL �' _ -, titutactF `'AF LEGEND � Maintain Stampede or similar ;PRODUCTS DETAILS TILE FINISH --__ SELF ADHERED LASHING (`AF) -z' O Bottom of -i-+ cauk bottom (Dt- \� I)RArNAGf_ PLANT_ WttLI DRAWA.C,(- PI ANf (DP) YY'rATiiFR RrSISTANT Wee Screed (vVRR) � -�-- dint only '" / Soil piTLAK L iI3 f3t'IW RRFAK WFATi-IFR RFSIRTANT RARRIF'R - 1 1to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1!2' DLIROCK > J Sri r ruRRiNG(Sr)IATtI -- j��f\ Above Roof �- W p ca PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I PI A.STFR ACC:FSz RY St►eathing -- ._ InstalManuS Per `' SF Y- ItI SHEATIAMG.'OW. PLYWOOD, DENSGLASS � s. V-4" PER PLAN � `"�} rICU - Detail instructions (� wi:APi)IjWRE3arlra Refer to the number marked as # in each detail that corresponds to the 1-0 PER PLAN � � Ti IF VFRTIC.AI Cement Plaster 1/'2" Cementitious 0 corresponds ^' sI IRFA(F TO TOP OF Decorative Finish F LANGE AS AN AIR In accordance , numt erect Items In ills list of Instru(;tions i}elow: SLOPE BAHMER with ASTMC926 ,o. .o• All inside and CL 1. Install self -adhered Bashing in order as shown by numbers 8� CMB I 3-ill- INCH FLANGE over wood 2nd :�.�■. �_ >- floor •. .• , -- -� outside comer will 2. Install flashing and weather resistive harrier to farm water shedding -- `' ' lees - _ _ I � creed to be miter 46 OR go OMLIcut and caulked all 3. Self -adhered flashing can be substituted (oN building paper (PER SEAT DEPTH)- - z z STRUCTURAL FRAMING ''••0. ,0' . • . � . ' twit joints need to C) � 4. Split the release paper using the ripcord (Split release on demand, -- I! '. ,• • t�rulked iming embedded in the adhesive la for ease o f installation and to FILL WITH GROUT - d . rz ._--SINUCIURAL sHLA,rt-UNG Swnpede or sim. ® -_ cr Cr THIS GAP IS A RESLXT OF minimize scoring Cuts _ a A w UJ I�LASTLR ST DO NOT L SHRINKAGE. CaU k {1r a = S 1 F2�' OF SAt� I # 5. Remove all release paper per standard installation instructions and --�----------- -- t NOT SAL, _ _ CONTINUOUS BACKER -�Df2A lAt3f Pl ANr YiltrlLLJ Ii adhere to substrate using a square piece of flashing material (€i" x 6" �_ ~ 0 HOD 41-At AN \•---DR1P 9CnEFO PLANT C: /�� e . W w --HN she) Htci i is 1iVHti ' W Minimum) SLOPED MUD BED _ _ ACCESSORY t - 6. Fold as shown by arrows _-- a w I ---'%F IATH _--�y v •n f h flashing accordingly to - own 3.1 ^'§ `-" _ ICU 7- Angle of corner may -cry, adjust folding o the flas g acoo d gly = _- , A •. 0 OA �fit tight t0 corr►ef VINYL SHOWER PAN 4 •' _8_ Mer_hanically fasten as ner:essary -- . Note: SI'��. ;:� The building paper and metal lath must be w --- r w � � cement installed over the top of the weep screed. � • --- ItJxsrEustuw � Plaster -- CONTItWJHJS BACKER ROD A over bloods Z v SEALAN I t St floor C.:EMENTITIOUIS FINISH Q I _J ol. �. �---�---_-� SHEET �. SHOWER SEAT \A/P 1 � gt�#-l`IT!C:ANTILEVER WP1 (� r 11�1EEP SCREED QETAiL V SCALE: NOT TO SCALE WP1 ■ J