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Home My WebLink About6353 Ten Acre Cta ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING 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 LU"BER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM I 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 STEP DOWN FOOTING CALL OUT - STEP DOWN = SEE FOOTING SCHEDULE CALLOUT = KEYNOTE CALL OUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 q� = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER l < ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING 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 HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 EDEGRESS 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-O" 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. LE N NARm LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1ST AND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS OCT 1 8 2022 YReview Assist. Inc Plans Review completed and approved for compliance with the 2020 F8C 7th edition by Debra -Anne Ktahr PX2390 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE_ NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. F, E CD ? o cy v - 4—% vi %,� V N D C Q :g b 2 u M : M E O O o� o - Q -t .� �, � Qui � N n` W L N cO E � 70 C) r" C) ;0- m F a _u W U� W o W u j W 0 rQ W< zzw Z Q �O=��QOQ�Q�UOU-_O CY >< —J Z Q J _ 00 O0OW0Z0fr0000z¢0 ln(W 0W Wes_ W< J Z _WzOQ �M620 CaL O ow o oQof Q WQ o F_ U- O O Z CV OW M O Q M LO � U)LL W F-0�11M Z U Wz W O mi Iml a a i i a i � a a Cl O O N N o N N 0 N N N N N (D O O O O r N O N O z 1 0 NW o 0 N 0 Cl) o O l[) 1 rTl }� zz 0 ¢W W moo U �"�, Z)z� L 0 0wo Z a a- Q m = m=w Ln c� �-F� cv 0 zo= . W <�Z) N O za'q i Q z— gWOf a z z LD T� U J po1. w W Q` z C S z w W ti o 04 LAST PLOT DATE O May 2, 2022 Z0 _.J I COVER SHEET = U r I_ oo a ELEV L (-) 0'-3 1/2" S3 30'-0" Olt 8'-8" 614" 164" 40 ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 12 4 2'-10" T-0" T-2" 5'-4" 3'-4" T-6 3/8" T-10" 2'-5 5/8" 2'-6" 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 o q 2'-0" * BORACARE TREATED LUMBER IS AN i i g ALTERNATIVE TERMITE PROTECTION TO HB SOIL POISONING (TYP) 13OL a a 1 00 a 00 GG I I M S3 17 a S3 13'-2 3/8" I ( BRG WALL II J o - i I N Q I d N B I I Q =W 13 W I GG 1 S3 1 0 v a 1 1 L_ I D - C.J. = o — _ _ — — — — — — — — — — — — 0 II B 15'-5" SINK \ ELEC J ---------- 10 0 o 9 a v � II II II II o 13 I O O '° SHWR � - N iill 5 II o .III I I 11 `r OD III 0 c7 I - IF I [—J JII > I M a Z o 1 II 4 _— - _,--- - — o --r-- LO - IT n - 14'-6" I cow CC °' I `O REF II o o S3 6 I13[ 4"2 5/8" '� M Q BRG WALL II 13 I 1'-8' o 1 v I I D � G 10 I BOLLARD \., S3 I D Q I I I Z- — C.J. — I ELEV. ,� I o v I 113 I I (-) 0-4 8 1 q �O ° =� ( �bo I 1I 1 13 1 ^CC B 1 1 S3 I v 13 LO I I o o I M --- I ------" — — C.J. - a t--- o 9'-10 7/8" L 9'-4" �r I z o °O E- I d I O SEE DETAIL D/S3 ( I B 1 FOR FRAME WALL I L_ TO CMU I I o CONNECTIONS l;o v 1 J r7 T-0" 1'-11" 3'-5" B 00 ' A 8� I 3 HB A h o c 130000 bm L _�" d 01 L C ELEV. _ :v-� 4" 8'-8" 1'-4" 16'-0" F n 10'-0" 20'-0" 30'-0" _ FOUNDATION PLAN (ELEVATION A 1 /411 = 1'-0„ 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 Q = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) = (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ®= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1D 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H �9 UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ H174 ON BOTTOM O FOOTING LEGEND TAG TYPE SIZE REINFORCING AA THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. @C PAD 24 SQ x 16" DP #5s 6 O.C. EA. WAY @D I MONO FTG 16" x 12" DP (2) #5s CONT. T 18 202Z / R/\ /'- Virtual Review Assist, Inc. Plans Review completed and appr tl for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N Y `a m LO a00 Y? LO c a � a Q s �9iWA. Z a o W o! 0 z Q LO F 0 Qi OF) N v (h AA,, r o W O 2 o rn 0 p O �o 0 Q U60 —t •^V,i �U W Q 4 ; W L 00 �M r\ 0 0 W UL.U� WOf ❑LLJ LLl C W Ol < o WQ~Oz� O� of 0 LL O O O O Q U J ��OOOz-OEOOmoz¢Q O6 OWf_M8zOZz5WZ pw�a-�U) Q� o2QLL r-F O� o 0<<x LLQ o F--LL O O Z CN O� Doti M O Q M � U) L.L ti W F- CL (M Z U Z W _jC:) O II; I , o®000 O O N N N `d: N N N r M M C) O C O O r N O N O ' Z N'^ V, W > o 0 N o M q d' o to 00 Cr Z� Z Z QW O Z _ O W V Wzz OO V U to Lo O DZj gwo Z a -a Q = w Q 0 HO~O [V zoT_ W ��=) . . N Q O Zoff o Z 0af Cl- zLL �z F_ U Q 0_0 m z Z W W J h LAST PLOT DATE May 2, 2022 I Z _ �"� j MONO FOUNDATION aaaaa PLAN A J J LOw 0 N N N N rb N 7 5/8' 60 �CD N U5Q oo HU28-2- w- ' m� � 0o w P: IE BEAM AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC 30'-0" OVERALL 14'-4" 10'4" 54" 30'-0" 42"X42" AC PAD, SEE SHEET SN1 2'-10" 24'4" FOR AC UNIT HOLD DOWN 3 1/2" 2'-0" SH 25 SH 25 00 H D AT T-3" - c, °�° H D AT 6'-8" .. t I-- LO EGRESS HB EGRESS 5068 SGD 00 GREAT ROOM o BEDROOM #2 - 00 8'-8" CLG 9 10'-0" X 12'-4" 8'-8" CLG N 16-0 1 /4" 6'-10 101, 1 /2" 6-0" 10 BF6" WALL L(2) �3) STUD OLUMN BELOW 12'-10 5/8" 11 9'-2 1/4" N T-7" 2' 2" fit ;00 M 2X4 KNEE WALL, TOP r AT 34 1/2" — r, KITCHEN 6' `p o O° u i W8'-8" CLG= O wce) p BATH CD 8'-8" CLG DINING ROOM N u i © z U)8'-8" CLG q ii i m o RANGE Ica W/ HOOD C rp i - -- II i� TB Ili - II I� Cl) �1'-3",. N 7 5/8" CD�'od, 6" WALL 2'-3 1/2" T-4 1/2" 6-3 1/2" M 2'-3 7/8" 8'-8 1/2" 5-3 3/4" 1 PLUMBIN � PANTRY STACK WALL iv 6'-7" REF A3 B.U.C. (4) 16" DP §H N --- G S3 4" INSULATED BRG WALL _ \ (3) STUD PROTECTIVE COLUMN BELOW BOLLARD `? 20 MIN FIRE RATED 00 DOOR W/ WEATHER - STRIP ---- (2) 2x8 ____ 0 o HEADER 9 SEE Q/S4 TWO CAR GARAGE 4" INSULATED 18'-9" X 20'-0" ---- BRG WALL 00 04 ----6 FOYERT 8'-8" CLG ^CC� ----4 S3 N ---------- LINE OF GARAGE IN ---OPENPOSTION 3 2 1 A M bo SEE DETAIL D/S3 I P i I FOR FRAME WALL TO i I CMU CONNECTIONS SH 1/2 34 HD AT 6'-8" 3 1/2r,1• o I TEMP.GLASS TEE BEAM TIE BEAM I AT 8'-8" AT 8'-8" ENTRY 8'-8" CLG I I I 16070 - = L — — — — — — 17— — — — — — — — — — 16" X 16" X LINE OF STRUCTURE B A.F.F. CMU BASE W/ ABOVE (4) #5 VERT. TYP OF (2) 1'-4" 4'-7" 6'-9" 10'-0" 1'-4" 40 18'-8" 30'-0" \1_(2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-011 7 5/8" 2x8 HEADER SEE Q/S -(4) 12" DP SH r; v M O L� _ N d o TL LO 7 5/8" � U)`O = 00 N N ;;t 0? i+B I � � =zo v TIE BEAM AT 8'-8" Oo w �Q 0 WN� u 8" EXT FRAME WALL -� T-10" (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS HD AT �. EGRESS I 4" 1l'-8 1/2" 2'- I /4" 2'-3 P, 4" 13'-0" L m I� � m CIO N I °� °� 0 N BEDROOM #4 BEDROOM #3 N I I 12'-9" x 11'-11" N 10'-3" X 1 V-8" I I 8'-0" CLG 8'-0" CLG rn 0 Oo - N -' 11 1 /2" 6'-1 " 6-7 1 /2" T-8" 13'4" 2668 - 2668 N_ `r TP ti tiro BATH #2 = 8'-0" CLG o 6 WA W.I.C. ' O N I TB m w N Zo I C° N BEDROOM #5 L-- 1 V-7" X 9'-10" W D r Q 8'-0" CLG o HANSE DRYER L N & S BOX VV ;� 2" DP (4) S r9", 2"x6" LAUNDRYI ATTIC I N L ACCESq Cl M LOFT 10'-l" X 15'-5" 8'-0" CLG T-4" L 4'-8 1/2" T-4" T-8" 10'-3 1/2" 36" LOW N All NWALL L_m_ DRAINSHOWER ISoo m HEAD & ,� m ---- VALVE 16 m a's I o 0 N -LO' BEDROOM#6 i o DD: 8'-0" CLG 14 DD 13 M 1 1'-5 1/2" 7 1/2" DD 11 3'-11" 4'-21/2" 1'-8" 11'-8" DD 0 0 2'-1 3/8" �`b N ----8 N � -----7 6" WALL`' 6 Cl orn O. BATH �cP N� ' D T-0" CLG �� 4 -----3 TB WIC I iv 36" H. 6� I _ I OWNERS SUITE ti RAINT `1; I I 17'-0" X 13'-0" , MT I rn I 8'-0" CLG ) � I U) (2)2X6 HEADER SH 1/2 34 I 06 I SEE M/S6 - TYP. 8" EXT HD AT T-3" I 2ND FLOOR FRAME I I WINDOWS WALL I I 2-PLY BUC W/ (2) 1/2 I MSTA36 STRAPS HD AT T-3" TO FLOOR TRUSS BELOW v SH 25 SH 25 HD AT T-3" HD AT T-3" EGRESS T-4" 2'-8" T-2" T-2" 6'-10" 6'-10" 10'-0" 64" 13'-8" CANTILEVER 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /41' = 1'-01 1 4" Fh 04 w ow ih N U w U) ow -4" INSULATION REQ: GENERAL NOTES: LOCATION R-VALUE / TYPE ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL EXT CONC WALL R-4.1 HIGH PERM FIN AWAY FROM WINDOW FRAME. EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED VERIFY ALL WINDOW AND DOOR ROUGH OPENING CONDITIONED CEILING R-30 BLOWN -IN SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED INSTALL RND DRYWALL BEADS AT HORIZ & VERT (GARAGE/LIVING) CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. 0 N 0 -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ lX3 PT FURRING STRIP 314" INSUL BOARD 1/2" GYP 'L0►��MIMMM MM 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO 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: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 60 403 TOTAL SQ FT 3043 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING CT 18 202 i Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editi n by Debra Anne Klahr PX2300 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT.� SEE FOUNDATION PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL N.T.S. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 1 30.0 F -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 1OD NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4� F F4N 0 LO J Do p3 F LO LO X)°A 9+4 �x ACC 905 .` k LL w D F O= -i 0 z a /N o ^ o ,0 M U 0 CM N N 4-- N to M U coo V /�1 -L t CO Y/D O ` o 0 O U_o m Q Uci� —� Q� }< E o _ K D 0-o m W LU 0L uj W 0 1- a z W � Y Q Q I- aaXJ0az2oo°Q �U) woZ0WOOM0z ��y O O O Z (n�dW(n W W W F0 W Wa,�J F � Z 1- O Lu `p U❑ a. LL a 2 W 00W oQza<Wa a 0 �aLL i� O 0 Z CV O� f` Z M O Q U) CL U) LL z < W I--�aM Z00 V W O O O O O O O N r- N N N N co M 0 M Cl � Co O O O O N O N O ' z 0 Nw > o r 0 N 0 M Cl V' Cl Ui CO } ~ z � aw z O z 0) _ � O W U o00 LLJ 00Fn 1 n V ♦ 0 �zj Owo Z _a a Lr)�Q = w m=w N O SOU) W } <�Z) . . N Q O r U gwo LL Z az �z Z F� U J pof� M�M W Z of W T_ T o LAST PLOT DATE . . May 2, 2022 z 0 1 ST & 2ND FLOOR —j PLAN A I I -�— -- i - -- - 36" LOW WALL 0 ENGINEER TRUSSES 1/2" ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 L STAIR SECTION 1 /211 = 1'-0" SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IW/ FBCR R311.7.2 L. 10" ,,J" NOSING O W (3) 2x12 STRINGER--' STAIR DETAIL 1 /491 = 1 1 -0" RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS =40PSF. f \ SEE SHEET ST \ FOR STAIR DETAILS - 42" H. SLOPED LOW WALL 2 ---� A3 1 � I I I `%,-- --'-1 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING i OCT 18 202Z Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 - N N O LO 1 co ea LO �:1l.i vi •`b P. Q i 4 Z LU =O o w 0 z Q E O ^ O _W L 10 C'? u o(,� 4 Vi Z) M V �CC CO C L L O � O 20 _ O m Q U LU 04 W 00 L p �? w WW H W J W 2 O'0 O � J � Z � Q z OO wv�LL00,0-J0 Q (� �OX-i z o 0 LL- ZZ Z u)�ELW—z W�5w JQ Ow U Z� o IL O IL O Q 0 W LU O OO a : oQz Q Q LLa O F— QLL O O Z W OF- L ::) ti M O Q (M LL � W M 00 U Z F- W J o I I O o0000 O O r N N L— O r r M r M N O a0 - O N N z Q W 0 N ��• � o r N 0 M 0 d' 0; Ln V M' Cr zZ W U Qz C zw O W U coo �� o�— 0 Z w!=< iffl- Q ,--I w Q Ln = m=w Ln N Zo= W�� . . N Q O z V ZWO az Cl)z J OU O z z z w W J ti r LAST PLOT DATE O Z0 _I STAIR DETAILS 4 FLOOR FRAMING PLAN (ELEV A. 1 /4„ = 1'-0„ O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 BEARING WALLS A/C CHASE O3 AHU ABOVE 04 22"x36" ATTIC ACCESS O5 STAIRS AREA 06 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS JV —V M L0 M CJ1 �I I II II I I I I CJ1 o CJ3 II Ii II EJ7 ii I i CJ3 II II I � II II II II I I CJ5 II jl I i II II I I I I I CJ5 U= 1015# I L_ __J __J A9G -� U= 1016# II II A7 i I DROPPED FLAIL OPS OF HIPS FOR FRAYING ----------------------- --- --=J (GIRDER NOT OPPED) A5 II II II I I II II . 111 I I I u A3 I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER ------ I L------------- J I i i AHU IF NEEDED (SEE ENG) ��--_��-------_j _--I------------ II II AlA I 3 II II I I I I II II >j II II II II I, i L - J �I II ------------------------------� II II » ------ —II--------------------------- II II I I ¢ II II II II Cl) LO IL-----1 Ir----�1 II II o j1 II 0 N ii ii J II II S6 II II A2 I 1j ------------77T---- -- r---� rI I II II II �I II A4 �I II II II II II II IL---- L --------------- -------------- II lj1 11 L------ ----------------------------- F ---- J I I DROPPED FLAT TOPS OF A6 I I n HIPS FOR FRAMING I I j j (GIRDER NOT DROPPED) A8 I I I I U= 1329# i Li I HTU26. L------------1 A10G I I I 61 0 7'-0'I I 2'-0�1[ 9 I I 1'-0" I Lus24 l CJ5A II B2 p L ---- ---_ _ ILUS24 CJ3A ii I I I J b EJ7 O 1 If B3 m II � I I I LUS2 CAAI i I j i I B4G 4'-8" eo 1P ¢ CJ3 LUS24 00 N �US2 �1 - CALU o I 0 ' CGE 7�1 U U 10'-0" 6-4" 1 13'-8" Ir fol 30'-0" ROOF FRAMING PLAN (ELEV A. 1 /411 = 1'-011 SHINGLE ROOF 4F 12 HEEL= 3 5/16" PLUMB CUT/ #" two, 12 0 2X4 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 (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) — LABELED END MARK OCT 18 202 REFER TO ENG. PACK FOR CONNECTION Virtual Review Assist, Inc. Plans Review completed and appro a CJ5 compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 q CJ3 U CJ1 U SHINGLE ROOF 12 5� 12 HEEL= 4 1/16" ZQ 01 PLUMB CUT — 2X4 12" (o r TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. U V-0 5/16° f 2'-0" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 123 ATTENTION! 4�xx DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60' Spreader 60 degrees �. ./ or less I 112 � I I 2/3 to 1 /2 I line f span appro.. Ta line r span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA 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 OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. LOAD DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/05/15 R601 REV LOAD FOR ACCTG HMT 4/13/16 RC01 UPDATED RE'S ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDEDDMVERTON FLRTRUSSES @ EXTERIORWALLS ARZ 10/19/18 RF01 Rev hangers,drop FG 's 1/4',rv'd ant@garage rdg 9124/19 RG01 REVISEDLOADING ON FTG5 ARZ 1211:1 � CARPENTER �Ih CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 FAX) (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/A ALT DESC: OTC LOT BLOCK DESIGNER PAGE SLC DATE 1 06/11/15 LAN# SCALE N317638R 1 4 11=1I ' N N r0t`- LO .� WJDOHS C) e Cd� e LO e ea a A 013 (o w w 0 z to N LO ; E o �v ui �'N to N M V Q V° % �rnrn A' o � t W u o � O � } o V! • O u` 83 o m Q �610 -s .N Lu Q:00 N N C �I1 W L ) � �? a� W o L W o l- I_— q J �qQ~zQ� Q Q I-- _U ¢�X-0of 0z2ODOJo o,fronoGOR00mZz¢¢ O Z cWnFv�a>-U n- (wwLL�¢=, �?Wz��oaF¢°W QWe¢LLOW 2rF Q¢ O W —0 Z) o LLIL¢ O 0 Z N OF- �F-.cMO Q w M � U) Ll^ r�_ W Lid F- W CM 00 ZUF- z 3: WW _jo 0 O o0000 O o N N r M M C3 0 C 0 O N o N o ' z cl�N LO w O C' o o O 00 ZZ ¢Z O Zw � '0 W Uo Wo U �5 _ O U �zj Z oho a —a WWQ mftw Ln C9 N ono SOU) W <�� . . N Q O ZWO r- U w LL z Z a U)z Z �� pU _o W z z z J T_ o T_ O LAST PLOT DATE • May 2, 2022 Z �' _I FRAMING PLANS A N CO (O 2 LBS. EPS FOAM 1 1/2" 5 BRACKET DETAIL 1 If- 1 -0 19 7� N q 2 LBS. EPS o FOAM 2 1/2" 6 BRACKET DETAIL 1If= 11-011 1 1/2" 2 LBS. EPS FOAM 0 CV "v 4" 4" 4" 4" 1" 1'-4" 7 WINDOW DETAIL 1111 q/A11 = 1 1-ni, 1.! ROOF FINISH PER ELEVATION 12 15 PROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 8 SOFFIT DETAIL 'AiaI= 1 1-611 ROOF FINISH PER ELEVATION 121 ROOF SHEATHING 4 MANUFACTURED ROOFTRUSS ' MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 9 piaI= 1 i-ni, tt 4"X1" THICK SMOOTH 4" STUCCO BAND 10 S = 11111 �1, TXV THICK SMOOTH STUCCO BAND C C 10" 1. 12" X 1 1/4" THICK SMOOTH STUCCO BAND N � H1,. M 1" _ 8„ ---3 1/2" SMOOTH STUCCO FINISH ELEV AT 18'-0" T.O.P. I 7/8" STUCCO OVER FRAME - CASING BEAD W/ WEEPS PERMA WRAP COLUMN OVER FLASHING OR EQUAL ELEV AT 10'-0" 2ND FLOOR FF ` VIE �4" SMOOTH STUCCO ELEV AT 8'-8" - - FINISH T.O.M. 6" SMOOTH STUCCO SHINGLE OVER CMU ROOF 1'-4" 12 'S1a _;1`_ 111 �;1 13 5/8" SMOOTH STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF 5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 2"X2" THICK PAINTED RAISED TRIM BAND N 6"XV THICK PAINTED RAISED TRIM BAND 5/8" STUCCO OVER Z" CMU ELEV AT U-0" FIRST FLOOR FF ASSUM D ao m 11 �. ' A5 �e I ELEV AT 0'-0" 1 ST FLOOR FF FRONT ELEVATION A 1 /411 = 11-011 SHINGLE ROOF � 12 51 A5 Ill I ONinm°1 m'mh1r!!m rw— 11 Liminlingli m r 1e,e e,e,e a e,dIN .��irlrloul.�._ ..�I�IIIII■IIIII■IIIII■IIIII ■IIIII,_ .AI�IIIII■IIIII■IIIII■IIIII■IIIII■III/i�ll��,_ ,.niilulunnl■IIIII■IIIII■IIIII■IIIII■hdl■IIIIItn.. n111 Ill 11 IN liil� ' iun�iur��iunIN is 01�uuu■iunmriFLASHING- m�r�� • �� • � � n■Im ulnunnu r ■ � 1 � 1 • 1 1 /811 — 1 1-011 4' OFF RIDGE 12 VENT 8 5 SHINGLE A5 ROOF 9'-8" 6'-0" 16'-4" a ELEV AT 18'-0" J 77 T.O.P. o `r N 2„ C.J z_ � C.J C.J. - ELEV AT 10'-0" J = ih T X2" THICK * J C7 * 7/8" STUCCO 2ND FLOOR FF o U) w OVER PAINTED RAISED - 3 0 - - - - - - - - FRAME --,I- W TRIM BAND N a ON ELEV AT 8'-8" _ _ 12 T.O.M. DRIP "V" WEEP SCREED STUCCO SCREED - 2-0 ( VENT RIDGE ON CMU TYP. ELEV AT U-0" 7-01 1ST FLOOR FF 6"X2" PAINTED RAISED TRIM BAND RIGHT F�FVATION A o 0 3 1 /811 = 1 —0 4' OFF RIDGE .SLR Ow OW SLR VENT I 5:12 d-> -v> 5:12 8 12 A5 511 11 111 1. dli „ /'ROOF LE ELEV AT 18'-0" fill111hIIIIIIMQMkI T.O.P. CASING ELEV AT 10'-0" Z = C. C.J g J M / 7/8" STUCCO 12 WEEPS C.J J 2ND FLOOR FF o U) W OVER 4 OVER = FRAME FLASHING N W N_ ELEV AT 8'-8" 12 T.O.M. - - - 21,0 4 _ / U)� A/C UNIT 2'-0" 5/8" WEEP AND PAD - _ SCREED io STUCCO_ TYP.— ® r; ON CMU W ELEV AT 0'-0" 1ST FLOOR FF m LEFT ELEVATION A 1 /811 = 1 1-011 W cV 0. SLOPE 5:12 ROOF PLAN A 1 /811 = 1 1-011 S; SLOp 5:12 5:12 o 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 1-118 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBG 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) 04 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT 34 a.-.' F 4 N o ,p tiff Fs�M3 J ®. �A �Li❑ 4d A.4:4lJf9a 4q N Ln LID a a 2 O 00 � a Q ' O 0 --i w 0 z Q to o `! N V O M 2 a r o O 2 o } _ O o o I Q V_J U .N < W Qv N W >` �O E N W (� W FLU Uj W O~ l-< � - o'Q~zx Z xD�JQ0Q0 ¢<, O�JO Q Q ♦, U J <U' ZiiLL.0z (If 0 < O O a U) z o 00 �Ur CLUj W W �<ALL(If< j � J (V�y "' O Z Q� W O�H�Z�YOQQ�IL Q o� o oQQ62 LL Q o LL 0 O z W W O 0 � CM O Q w M U) W M A Elf 000 Z U W J O i I I k I i I O N O N O N N N N o N 0 N 0 N 0 N 0 N N O r r- M � N N .— O 00 INC, O 0 N oN I ; z O Nw L0 Lo It > o — 0 0 0 o I I Mi }Z z W CDQW z -4-0�+ O W U mLLJ oo UVFn 0 0 z j_ or- = WW mr-W N zoo W <~g ■ ■ N 0 zwo Q U a-ZLLw z d Z z T2 - U � 00� W z z z W W J ti r— o 0 LAST PLOT DATE May 2, 2022 z O EXTERIOR J ELEVATIONS & ROOF PLAN A i1 11111 lu.L' 1,1i hl 1 8:1 11111 .I';J I; 'i.' : i A/C DISC FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B) 1 /4" = 1'-0„ R 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 Q 200 amp 150 amp Disconnect POWER CO. FEED �---- 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS Virtual Review Assist, Inc.V Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH- 0 4 1/2" DOORJAMB DUPLEX 19 OUTLET M TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL DETECTOR ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTAC 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 HORIZONT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --� DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -{14} CLG MNT LT FIXTURE {- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY 0 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED 0 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYE V CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs 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 S-48 SINGLE 48" FLUOR STRIP .-- D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24� 24" VANITY LIGHTING � 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND L� 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER 03 CHIMES (DELETE W/ INTERCOM) = MASTER STATION � ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR � A/C REGISTER Q THERMOSTAT l2 SECURITY PAD LES AL BE BY BALLI 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. - 4 ,r _ e ,y I,-)E c(y)� ti 5 to � D � � u rn =a 1 O 2 o 0 O Eo 9 Q �Cq •� }4t w C cQc'N L O C M r\ O �0 @ w LwF w _j Lq 0 I- Q - Z d' Q z � Q ♦— U F- aCyXJzW�LL LLoz2°0'Qa oWa°W�zoWO°�00zzZ)�L) Z d CO W W z 2 Q Q~wpg<-zwO��OpQ W J LL oox � o oQQ�¢Q LLQ o LL O O N Z OF- U) Z) ti z cM O Q U) (M Lo 0- (/) LL 2 U) z < W Ln F- of o- M �0-2- Z U F- z 3: WW J0 (fl I 1, I I I I r O O d O O O N O O N O ` , N O C) O a O r N O N O Z O W N Lo W > o 0 N 0 M 0 d' 0 6 '^ ZI- W v, Q z w O W coo }� O U U � Lo O 0wo Z a -a Ln Ln C7 mF-2 N Z = °o0 W <F-D . . N Q O ZWO r U wx zU_ Z az QF� � OU a. _p W ZA6.11 W ti � Co >A.-i LAST PLOT DATE • May 2, 2022 z O 1 6T FLOOR _..I ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS 1 /411 = 1 1-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS -WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. V A* Virtual Review Assist, Inc. Plans Review completed and approved for compliance with Annthe I(laho PX23G�J Edition by Debra ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z k r' SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFC1 OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER --a DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL -�- CLG MNT LT FIXTURE -{- CLG MNT PREWIRE - FIXTURE BY OWNER -{} SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE _D USEDIF 50W PAR30 NFL 6" WHITE BAFFLE APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 16 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL - CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR V SMOKE DETECTOR cU-18= UNDER CABINET 18" -S-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP = U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9F24:F9 24" VANITY LIGHTING 9--36 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 6-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) J� MASTER STATION _9&;3 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR A/C REGISTER THERMOSTAT SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. h �A. m ¢-OF P y . J ,Do/, L 6 S .y R R 1 J a05 P, � r,. pir - �, ;,�.,� e °,haw-•;: E OU 10 M 0 (y)� v N N M V -0 -u � E .L L Ch D 0 1 2 0 O � C �i0 Q -.�- .0 �< w Q: N W CV c" L 0O E co O� a� ui U w 0Ld ~ §~W �-IY _j W,z1- xWW ¢(D 02OWa002�0 V Q�OOQ JO<LLO~a � O�Omz Z wIWPx0Ld (< 0O U) O Q -- U)z�Y0QQ0Q O� 0 Oy Of LL Q O Q LL O O (N Z OW _ F- ( ::) ti z 0 c° O Q M � 0- 5U)-ti < W i-- W 0- M z Z U W W JC:) O I I I O ooQQQ O O r N N N N N N N 1� r M M C3 O O O O r N O N O I i ' z O W o N LO > O N CD M O 4 O to MI ♦♦^^ Z~ zz vV v! ¢w O W o 0 0 -�--+ O V UV�5 Lo -0 H 0 D z j_ owo 0a � w Q m~O N SOW Woo . . N O V zWo z az U)z Z U � 00 F—rn z z z z w W J ti T_ o O LAST PLOT DATE May 2, 2022 Z}' O 2ND FLOOR —j ELECTRICAL PLAN ii i I I I .i i i i ,..i , , Ipsi I 1 a. ii. 1 u.. NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLCD 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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 103 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL 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 L/240 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 + W L 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" 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 ANSUTPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING L GNMENT ARE TO BE IN ACCORDANCE S C G AND ALIGNMENT WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 Concrete overpo4r and mortar along the foundation perimeter must be removed before 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 construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. OCT 18 2022 Virtual Review Assist, Inc. , Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N'. 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I� STAPLES @, 6" O.C, VERT BETWEEN I � �f 16GAx1-1/2" LONG kW4"-1" STUDS (NOTED THUS: _I - OFFSET I I I I i f CROWN) STAPLES Ic* 6 STAPLES BETWEEN STUDS AS SHOWN -- — O C. VERT iNTO STUDS (NOTED THLISe ) METAL LATH ATTACHMENT DETAIL REV 0+3.24.21 SCALE::14" = T-0" `DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH` `ONLY APPLIES TO LENNAR TPkJAX** 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 COMPAT IBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" Q _ STUB -OUT FOR 1 "-0"1 o 0 0 GAS METER O o _ � V o 0 N = • 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-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON H"i S20 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, � 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '_0" (TYP.) 4'-0" + 4'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM v7 w .... . ............ .................. 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 COLUMNkallposts PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI 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 above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. � 4" max. Clinch nails when possible 1) 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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGy" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over 'Non -stacking walls over squash=20 blocks and g dd'; wall or beam below.* blocking and wall or beam below.* DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8c1 6-8d BCI90s® 1 -7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing require a Itiona Joist consideration. Check When joists meet over wall, provide local building 1 1/16" I -Joist can be offset code for appropriate _ 1 3/4"minimum bearing for each. details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —\ DO NOT cut, notch or drill flanges for each lapped joist. - Use 1 Udx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Cfl LJ (fl 1%" ROUND HOLE MAY 6"" 6", DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" Round Hole Diameter(in) 2 3 4 5 6 7 8 &875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 S 9 10 Any 16" joist Span (ft) 8 V-0" V-1' 1'-2" V-2" V-3" 1 3" V-7"' 1' 11" 2'-4" 2' 9" T-2" 3'-7" 12 V-0"" V-1" 1'-2" V-2"' V-3'" 1 9" T-4" 2'-11" 3'-7' 4'-2" 4' 9" 5'-4" 16 V-0" V-1 " 1'-2"" V-2" V-7" 2"-5'" T-,2"" 3'_10" 4--9" 5»-7„ 6"-4" T_2", 20 V-0" V-1" 1'-2" 1"-Z' T-0"" 3'-0" 4'-0" 4'-10" 6-11"" 6"-.l1"" 7'-11" 8'-11"' 24 T-0" 1%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 %" 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc SIMPSON MGT w/ (22) 10d ' NAILS TYP. GIRDER TRUSS 2X TOP PLATE 2 X B.U.0 SIMPSON MGT w/ (22) 10d NAILS TYP. TYPICAL SIMPSON MGT TO TYPICAL SIMPSON LUS/HUS/HUC - 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE AND QUANTITY 7 OF FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) � :,I I II I II I II = II I II � 1= �-1 I I Nail with 10- 10d nails. I I I — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a . • . a . FOUNDATION INFO a 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 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN AHAPVC (2) #5 REBAR SLEEVE THRU FOOTING TYP. FNC, PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @PIPE PVC OR SCH40 SLEEVE PLUMBING t INF PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @PIPE PGKIFTRATIrIAI OCT 1 Virtual Review Assist, Inc. plans Review completed and appr ve #or compliance with the 2020 fBC 7th Editio by Debra Anne Klahr PX2300 PVC OR SCH40 SLEEVE of i innoinir_ " ME: r nTr, — (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 INSULATION BAFFLE -� 5/8" OR 112" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'.N.0. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ;O MUNICIPALITY. N 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1AXW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR c Z CURB DUE TO SLOPE E Z 050 Da 6 MIL VAPOR`/IIIII D I —I I — - BARRIER III — ®� • III= `� COMP. SOIL. IIII (COMPACTED TO 95% —I I I I 1(— MODIFIED PROCTOR III —III—III I I III=1I I —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O 'T RECESS v z 1I— " 00 e. =11= r • II —I ° IIIIIII� SEE A/S3 OR J/S6 I11 I II I FOR REINF. INFO. 1- 3" MIN. CLEARANCE V. 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 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.) � D — NIL IIIIIIIIIIII I ✓ a 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH "' ° ° II —III —III —III I I III —I l 8" j _'T:T--- - --- I: , -g-. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK u N _ ELEV. 0'-0" a 4 A.F.F. A. c� d' d Q . ° °.. °' a . ° A' a' a . ELEV. -0'-3 1/2" ° °...a a °a. a. a O A a a 2x4 CONT. ° .. ° A.F.F. O LIL ao - e ° ° p ° Q e. '° CV ° a ° GARAGE DEPTH VARIES ° .° .d A a' e a GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ---- `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH 3 1/2" MIN. D ° _ z � M=III=III-1'31/2"(min.)-4" 00 ° 31/2"(min. -I- -I- -III IIII _ I I=11— 1111I—III (2)#ScoIVT.I II ,;,IIII�1111=„II1,;111 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=T-0" III, nn 1 5/8"OR 1/2" HIGH STRENGTH -� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) — NOT EXCEEDING 10'-0" (13302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8 x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. !I z b _ I I IEJ 11=III='3 1/2"(min.)- 4" °O — ° °° — I —III —III 3 1/2"(min.) - 4" =1 i 1=1 i I =1 I I I I I —_I I I_ '' =II I it I I I I I I=1 11=1 11=1 I I III —III '' (2) #5 CONT. I I 14,1 I_ „I I II mil 141,;,IIIII II 1„8I 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP(*'C C SCALE:3/4"=1'-0" �,13 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _\Nv52�_ NAILED W/ 8d COMMON NAILS @ 4" O/C eC5- 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT c 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH N 2x P.T. PLATE � WEEP SCREED INSTALLED BAR � ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ° z #3 & #4 LAP SPLICE GRADE MIN. Fy=40ksi Z ° ° D co t> DJ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —1 I=1 —III _ _ _ O° 6 MIL VAPOR BARRIER =III 111 D ° I I—III=III—II—_ - ° ___ I I —III —I 11-1 I FE. N Z r #5 REINFORCING BAR D D I=III=III—III—III—III—_I I III I I—III=1 I I=1 I I=1 I I- #5 LAP SPLICE ° III —III —I 11=1 11=1 t I —III z D. ___ D o° I —III —I 11=1 I I —III —III —I I ' I I I I • III —I I i—III—III ; I T a ° ° III —III —I I I—III=III—1 l l- N (PROCTOR IIIII n D I (=1 I=I I-111-� 1 36" MIN. LAP [36" MIN. LAPI —' _ _ — 1=III=III=III=111=1111; i 9DOMMOMODIFIED P OCTOR ASTM �= I 1=1 I 1=111=III=111=111=111 =1 I I=III=1 I I-111=1 11=1 11=1 11=II1� , I 11 D1557) IIII 11111 11 I I I I I I IIIII I I III„ 1 I- 111=1 I—III=1 11=1 11=1 11=III—I 11— ' 4" V-4" "—III-11 [-1 i, ,I i I II I II 111111,I 11111-1I I I-1 I I=1 1'- FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE ° °°—_— — - -1 11= I I = - - - ° 01f (1) #51REBAR w/ OPT. ' II II 11=1 I IIII 11=IIIII I IIIII I IIIISCREEN ENCLOSURE 4�l 18— MIN. TYPICAL THICKENED SLAB EDGE LE SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS d T Cl) a .• 4 a •' , � ;, I � I � I=III ' ° •- ' � ' —I -IIII I n..:.' IIII� Ell SEE A/S3 0R J/S6 —� -IIIII I I I I i, l l l III I. FOR REINF. INFO. L3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2 1/2" FROM SLAB 1 01_01, Q CONT. BEAD SEALANT d INTERIOR 2x STUDS @ 24" O.C. U.N.O. aP a. GARAGE ;ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 c`1 WWF OR FIBERMESH ° co 6 MIL VAPOR =-.I I = i'——L -- -I;�=III—III I I I BARRIER =I 1=1 11 I I I I I I �i I 1 1 I—� 11- ' IIII111111111111 111111 III 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=V-0" S3 w�si2_.. i �.� i�aoiw� �.iw� ..i��mi �oisaoiwu .vw �:1:�:A�.�.��:�:I��-�:I��:�:IL\ REINFORCING•1 HOOK 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 D —III—III—III m ° D . g I � III=III=III I— WLU I—III=III. I I—� D • -III-III III -I ° 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 & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO tl 2x4 P.T. PLATE O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE j Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2x4 P.T. BTM. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-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 11=III—III—III= C?III III=III=III=' ;- (2) #5 CONT.- ON 3" CHAIRS (TYP.) 8!¢ 1, 8¢! TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VAKItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a — rM 4 a a I I —III -III CV d `o I I I .. a a —III__ =1 11, ,III-1 I I -III III I I SEE A/S3/J/S6 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 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM — TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS U-0" FIN. TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `� ' SIZE VARIES PER PLAN r, w/ MIN. (2) #5 VERTICALS 0 z GRAD a ° M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0III=III ' ° a a• I=I 11=III=III=1 Z= 1=1 I I —I III —III —III —III" w 1= a w I I —III I 11=III=III= z BRICK PAVERS or SLAB PER O 0 `n = =III=1 • �' • °• IIIlilt—_' - z COMMUNITY SPECS `- — a. ° d — — co Q ' I=1 =III=III—III—III I I III=III FOOTING -11 I III—III=1 I I-1 I I=1 I III —III —I 11= L) II-III—III—III=III ,II ...III III—' BEYOND - _ �. PALS REINFORCEMENT 3" MIN. CLEARANCE !..'4 •� :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .� .. .�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rC12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 OCT 1 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition N N x O N to a�J :i DOa? o fi 130 to s 2 w 0 z Q ^N O ^ o W L '0 ^ u cy)�co'! V) V ��_ v °) E 0 2 O B - } o C o .� O o a� Q °w ON � N V) a N C 0o ��? W L O'er CL Ld w 0 0 , fW-Q W-I�Z w ZWa�2E_�0Qa¢w0000 I— J 0JU) 2O I- O O OOW9OZOROOmaz� (n(DCL d>WFLL ZWzXQ0�J—U (� O Z LL _ja< W <U) W ZO2UO0- OW 2 1- 1- �YW Q 0� 0 0 0 Q W LL Q 0 Q LL O O Z W O� (/) ti 0 F-7 f'7 0 <CU)M� U) ti W Lq I-�..M O z >- 00 < Z C) Z W Wo J O d' ! � I r o O o 0 N_ 0 N 0 N 0 N N M M O O O ' Z O NW C)0 0 C)I I I Lo LO � N� M 4co ZI— V, Qz O Zw M 0 W () azz WOO U U Fn LO 0 0z- 0111- I._0 Z aka W Q � wwl- m Ln ~ 2 ~O N zo= W 2~2 . . N Q 0 Qw0 U z 0jZILL �z 00 Z z Z z w W CD o LAST PLOT DATE Z 0 STRUCTURAL —J DETAILS - MONO by Debra Anne Klahr PX23u0 -�--- I -I 12 \ (TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE i 2x DEAD WOOD @ MID i POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION - •W 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 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW IAI 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED 7 W/ (1) #5 FOR CONCRETE PLACEMENT / °. ° ° a e 8"STD.90°HOOK g++ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J r o MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK JI.HLt: d d e e° ° 8 POURED CONCRETE BASE FOR BOTTOM OF MOU�13E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL ❑ ❑ CL ` DOOR OPENING DOOR OPENING EXTERIOR J ❑ ❑ u WALL ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE.- N.T.S. SL� S�cF Np�� 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C, VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE 1OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK 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 1� GREATER HEADER 1—(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 14 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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \�I 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =_ _ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C.-MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A Q � /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS a e. RECESS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48, SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 4016d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON nc C C P.T. ATE �uvirwry �r4 SP2 auwrwry NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10 ST SEE SECTION AA/S1 AND BB/S1 FOR co ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON `SP4 SIMPSON SP4 J M LINTEL / d a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 10d NAILS 4" LBLOCKING USS BOTTOM CHORD OR 2x4 W/2-16d TOE NAILS EACH END W U �za 2x TOP PLATE '- 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 �r4 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" aGGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i &NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. i&NUT C ROOF TRUSS ABOVE F 2X BLOCKING 0 (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 @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX (MIN (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K"R� SCALE: N.T.S. Q4 OCT 18 20227 l Virtual Review Assist, Inc. Plans Review completed and appri for compliance with the 2020 FBC 7th by Debra Anne Klahr PX2300 N N O N N ` z., g2' 4< LO a P �.a LO ` P '! 00 LO Of. it it a 4 w O 0 Uj z Q SIN 4) � o' ^ o W L -0 11 v 7 co N 7 N V d A� t o V/ O E o O �o Q �� -i �zpj- •L0 U W QV L o E O�O I- n U � (i W W ow v> WOI- �� W 2YzzOf z OY=) -a1 0 13 000�q� Q F-10J F- a°§ozo-WWoom ZaU_ � (W W A ,�OnYa Czow�nW620a-¢e 0V)0 z� -0 D0Qaa O 11 O O CV Z OW O M M Qz Cf) U ti Li? I— of 0- cM Q > Q 00 ZUI'- W W o CD (O I �� CD N C) N CD04 N N 0 N 0 N o N O N N O r N �— ao 0 0') 0. O N o I I I I I I 1 z W 0 0 o I I I '^ w � o � (�i ri 4 I I I Y, 0 00 �/1 zZ vJ Qz O Zw }+ -1--+ O W w z0 O oz> O Z OI._0 aWa �• T� W3:Q Ln ww~ L N p~O zo= W <�Z) �r— U0-z" af Z �z U _j 0 O 0- W z Q z z w J Uj O O LAST PLOT DATE .. z O STRUCTURAL DETAILS SIMPSON HGAM10KTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - 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 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX g SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 0 O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING ENDtKx GYPSUM WALL BOARD GABLE TRUSS ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7l16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING" 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED "O.C.THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2x 8" "J" BOLT @ 48" O INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM (SPACE MOISTURE BARRIER O.C. MAX w! MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `D SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 (2) 16d NAILS WOOD TRUSSES r° - 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2' x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF ; 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TO -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS MAX g„ SEE STRUCTURAL NOTES AND UNSUPPORTED, DETANL SCHEDULE FOR SHEATHING IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FRON; RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF ; NAILS ATTACHED w/ 1Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S6 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR CONNECTION TITEN TO CMU OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @COMMON 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 2x4 BLOCKING BLOCKING, FASTEN WITH J . 10dx3" @ 4" 0/C (2) 12d TOENAILS NON - LOAD BEARING LOCATION NAILS. (ONE INTO EACH OUTSIDE FACE OF E D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) — SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT /— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S.- S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 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"xY SDS SCREWS TO PLATES (TYP.) —CONT. BEARING '" � 'v -- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a BRACING w/ (3) 1 Od x 3" AT = EACH CONN. @ 24" 0/C —MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT 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 rL� 2x4 BLOCKING v 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. (S5:) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. �S5J 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET- J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. w CI w 0 v o o z o w Q o o 0 C1 w — — — — o Q — — — — -- o r �C Q � Tl-. ----w ----0 U(D Uj AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION E i 18 222 Virtual Review Assist, Inc. Plans Review completed and approved for lance with the 2020 FBC 7th Edi qr Anne Klahr PX2300 1 ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. s :. o LO �� LO 0 4 ✓ '�✓�, a O co - r; L0 t € Q 0 w 0 z Q E /11 > d M O L VJ Qco 0 � N N V c C: 0 O �o Q U�Iq :1# .N LU Q� h W i 00 E rNi n 0 a W Uj ❑LLI W ON �Q x< ZX Y Z Q W �0 2�a0QaU of —0 :�0<oU-oEoom9zz, LD 0O H cnnLUa_W WWWFn�CQ0 J U) z QFW0LU of ��oa_ Li- O0� o ? oQZQ Q U-Q 0 �QLL rm� O Z W 0 C) 0 [--. O Q InLO 0— ofl2M I --CID ry ZUIa- WC:) W O J I r moo'"� o N 0 N o N 0 N N N I� � M M CO O M C.) O T N C, 1 1 1 Z O N � o 0 0 o I I I Lo w; N: C6 4 I I I '11. Z Z Q Z W C)Z W 000 -�—� 0 U ()0FA Lo -0Q =) z 5; OIw-0 z a-iYa QQ w Ln W ~ Ln tnn V I- � 2 N Zoo W <!==) ■ N Q O �:2 JZX • z az 3z � Q �� U 0 0 W Z Z z z w W J O LAST PLOT DATE CN O Z O STRUCTURAL -J 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. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U) FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL_ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8':X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) U- v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a o- AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c FINISH GRADE w --III- I °' ' 00 6x6 w1.4xw1.4 11=1 I I —I I I-1 I I=I I III. ..� o °. I I I —I I I —I I I I F _ WWF OR FIBERMESH 1 J—III=III=III I I I -� I I —III —III —I I I I -I1I- a 1II—III=III- C? I I I=1 11=1 11- '- z (3) # 5 REBAR ON 3" CHAIR -I 1 i I III III, I I I 111- -STD. 9 DETAIL) '—"' (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR - 4_LL MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. T 2x STUDS @ I ' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS) o SCALE: 1 1 /2"=1'-O" S 6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. <- 8'41. (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1A WWF OR FIBERMESH d O', c �a.° d. -III d` I III —I 1- -III, I I II I II 111 1 1I I I I1111111 1 II__ 11T - (3) #5 CONT. ON 3" 8" V-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. W x en g 0 en 15/32" OSB EXPOSURE SHEATHING r x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF LU NOT FULL F HEIGHT SHEET C Cl) z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F SHEATHING W x SOLID 2x en C BLOCKING @ ALL o C O SHEATHING � EDGES (SEE OPENING SECTION X-X av C x cr w x E W 2x STUDS i BEYOND. SEE PLAN o 0 U) \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCKING SECTION X-X WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT o PENETRATE SURFACE MORE THAN %". H z oA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z U_ _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl8d COMMON NAIL O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. oSTAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL J w > X O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F >- Q P O u) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. al-OOen za cr oG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N W O MEMBER IF GABLE END p W LL NOTE: (*"_C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ ;4 2"x10" OR GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ri (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 10d NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE FAT \ opFNti�oI SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `* WWF OR FIBERMESH CV e M a. d a d. d Q ' d �II;,IIII � d III —II (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 I EA END EA END EA END SIMPSON (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" 0/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS OCT 18 202 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE Virtual Review Assist, Inc. WEEP SCREED INSTALLED PER, MANUF. Plans Review completed and ap ed for compliance with the 2020 FBC 7th Editiol by Debra Anne Klahr PX2300 00 IL FINISH GRADE V SCALE:3/4"=V-0" S6 00 O � N 04 N * LO LO Lo 00 e aLO �qa e ARI W — 3 w., V _ O W 0 Z nV) W � O ^ OE C n f' U d M C: A � i ,C M V/ O i O y �•� O _0 Q U�q • —Z U U ^V` W L co EM 70 0 1)� �1--a -0 W U� W ❑w Wow 1--Q _j of zz W z =gJ¢O¢�¢LL0OLL Q Q V <�0JQCO zLLL°z20o~¢a �- 0 CjW(rWoz0x00Mzz U o�Q U) O ¢~w�W<U)Kwz LL 00Q 0 O 0QQO¢ LL H LL O C:)Z N OW (n O CM O Q U) t�i7 U) LL_ ti Lq C'M Z U W W W C:)J O d- e e e I e e I:. e, e O Q O CD000 N N N N N o O rn O O - N O I I I z O N(If C:)o: CDo ! I I I n LO > � N, M � 00 } Z F- ¢ Z W C)Z -f--+ �i O W U W O O U U cA 0 0Zj_ z O�0 cLI�Wa W=Q F- z> (�I _(D � Z O 0 W �F-� . . N 0 Zryoo � U �J _jWI- Z az �Z Q W< V � O m Z ¢ Z Z w J W O r LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFE;1*�"i 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT FOR CONN. APPROVAL FOR CONN.x4 APPROVAL FOR CAPPROVAL X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2"TAPCONSTAPTAPCON FURRING INTO STAGGERED @ 16"x.. 16" O.C. & 4"T11X8 X8 BLOCK@ BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ix4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A 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) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. Qs") BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX „ 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---_ 2 x 8 BUCK - CONNECT TO BLOCK — WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL 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 FF #5 REB, (TYP,) STD. 90, HOOK i MU +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT 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'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY-J TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN --t7r NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING6" C 0 WITH UPPER HALF OF MORTAR BED AND TROWEL MIN. LAP SPLICE W/ REINFORCING PANEL SMOOTH. DONO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. °- -t 11=III=III=111=1 � 1=1 � 1; 1=1 I 11= P ° 111-1 I I -I I =III -I I GRADE o. .. D t> rL I , I l l- M p Z_ (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN \R YP.) THE :S I IAIAf n!=:07AQI C IAICTAI 1 TInAI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND _ PRE EtkIG . RUSS DE IGN SEE NOTE 1 BEILC . -_ - 2x SULK FASCIA ALUM DRIP EDGE BRG =LL TYf --�—,- j � K t� ALUM FASCIA �_� P-° , PLAN I - r 1 3t4" TR £ PAINTED I F CHANNEL, -4--..' r'y `'' E� NAIL all 0" HEAD FASTENED PER ! �._ DIALI '� .s I. F,AST NOTE ` BELO%4 f- CONT VENTED ED OR St?L'C SOFFIT C.� 2x4 NAILED 0 -- I- 2x BLOCRUNG NAILED TO TOP _;T:KING vd 2-112d NAILS "*) CHORD E IERY OTHER TRUSS W3-1-3dNAILS, TIR € 1 L G.C../ BUiILDER _ vE41FYR O ,SIDE SOFFIT MATEI=IA SPAN Ci--'0ACITIE� BASED ON THE DESIGN PRESSUR8 SPECIFIED Ff. C_'MPONENTS;.rD CLADDING i LISTED I. THE DESIGN CRITERIA ON SHEET SN. 2 FOR ` CFFIT ATTAtCHMENT AT WALL (PER ALPHA AI :, O INC FL# 16544 R5 FL. P'RO. -I _T APPROVAL) F CHANNEL FASTENED TO 11= 'i T N-AIL 097" DILAI&_ 24 r11 - W/5s+8 NIft EMBED EN=T '__ .I 16 c3A. 3J4 1.,4` CRCv`VN STAPLE` ; 24"' 10AX- 0-C. IN DIAMOND PATTERN St I St jB FASCIA ,' I E GA. 3 j4`_x 114 C'P -U1 IVN S TAPLF a 'EACH GROOVE 1 STRUCTURAL, SOFFIT S 01 SCALE 31-1` ;-- €I" Ism; FOR ALUM -NUM SOFFITS WITH'PANS REV0922 2021 1'-4 'NSTAL.L MID SPAN BLOCKING PER THE -SOFFIT FR 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. k (2) 10d NAILS @ 8" O.C. OV�Ryq/V TO TRUSS TOP CHORD + + `FyG7// PLYWOOD SHEATHING + + + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT + SOFFIT 2X4 SYP w + EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SOFFIT PRECAST LINTEL 2X2 #2 P.T. MIN. W/J-CHANNEL SECURED @24" O.C. FASTENED TO SEE ELEVATION FOR OVER HANG (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) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE: 3/4 CCC CUEM'r Ill Akin z O Q LL O W U U_ U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° • ' • ' .. OVERHAN at RETROFITWALL 3/QOVERHANG DETAIL (NTS QOVERHANGS NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" e ° ° #5 BAR x p 1'0" ° a , CENTERED W/ 1 90° H IN TOP o _ , KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL -I e e DIRT z STANDARD o 99 HOOK N #5 BAR IN FILLED CELL B V n 7 K, 5, sn A V n ng �. Oe n. o•B� n. o•a ne. , oa f. 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 OCT 18 2022 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. \/RA #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY IJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL Virtual Review Assist, Inc. Plans Review completed and appro ved for compliance with the 2020 FBC 7th Edition lly Debra n42A�� t�W3WNC. FILLED CELL H4- SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. uv i,p I F F, y r s g � p N N d" ., N CD I d¢d e $'e✓ ° r e® O LO Q } � ` z - - W ' O 0 w 0 z Q t^o, 4 N L0 ; E Q? W L '> U c7 N V -0 a ch w• E .0 = 0 W o O 0 U o rnrn o VJ 0 � C) N Q UO� —t � �V) V LU Q� 0 of O«L LLi W W W J W O L002-O _U QOX-��O�w �� 0 0 9 O OZOWOomz -D1-- OnW1- O z� 0 u) W W QQ _I LL ,C0zWZO��a<o OW 2H MW6Q OoQQQ Il Q O � W s$ O Z CN 2D W ti 0 1.-:M O Q � M � G z W Lid (ys 00 Z V WW W C:)J O ai e I e e I e I , O 0 O 0 o 0 N N 0 N N N M M co O (B Q O T N O 1 1 e 1 1 z O W N^ L ' W C)0 0 o I I I L 1 � coz� } vJ Qz C)zw � 0 }+ O W V WOO U U cA I'- O �z] OI.__CI Z XI_< a.Q�a L.f) rn Ln ~O N zo= W O_ <�Z) (V 0 zoo `— Z 0- zLL az _� H .� < 0 O0- m z z z w J Lij p r LAST PLOT DATE 04 O z STRUCTURAL -J DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). JIIVIr JVIV IVIJ I VV/ Iul IVU IV/"ILJ FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: Z = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING LA,+I'.V I IIIV DCVCL DOES NOT BEAR IN WALL GLUED TO 2x8 F S STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED 4" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'4' `2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS ILUED AND NAILED TO STRINGER DRYWALL SPACING f� ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" H SECTION VIEW E SECTION VIEW SCALE: 2' = 1,4, _ SCALE: 2' = 1'-0" -3/4 PLYW ON DECk --2x8 SYF AND Ni FRAMIIN 2x4 DRAF- STOP 2x4 BLOCk C SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 2GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 -1" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR 2x4 DRAFT GIRDER, FIELD VERIFY STOP *?+� -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER- OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING J 1 /`iI M UUINO I MUU I IUIN Ur— I /AI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NCTED SCALE: 1" = 1'-0" JOINT _TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) PSON 10dx' ECTION VIEW "H" SCALE: 1" = 1'-0" 0CT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editjo by Debra Anne Klahr PX2300 N CLD 04 L .� "e .. AS In 00 LO P ° Q W a 2 J = W 0 Z Q E >0� 0 14 (Y) N 7 t' CO M V) V c-_,C C .L 0 C O: 2 00 �= °moo -Q — IS. � U �N W Q� � W - 0 EM 7 71 O �0 a) i— a -0 W W ❑w u6 WoLU r F-Q � _j W_ zW_ Z U j 0 X Q Z L LL 0Z�JQyQ0 < Ci W W W O z O it O 0 m z CJ cnU' 0 OZ d FDW W � Q' Q J a~w°W Z;5 Wz Wo�a- ILL 00Q O �QQWQ LL O O zw O� CM4O 01.- z Q � M 0- CD U_ Nt Gco Lf? I— a co Q�Q� zvl— W W _jo O mi CD d' 1 1 1 1 1 1 1 1 1 1 I, I 1 1 1 I 0 0 r- 0 N N 0 N N CV � O r r M r co N 00 O d) O O r N O I I 1 z O CV W 0 0 0 0 1 1 1 1 1 1 ' V / LOV > r N M 4 M1 � 00 } Z � QZ O ZW 4000 O V OOO_ rJU� f— 0 Z)zj goo z aofn. Q TI f�Q WWLn ~ L% (' m�� N O °o= W N Q O ZOO (� �Z� z x Z z �� U � O O z Z z Z W WSTJ O r LAST PLOT DATE Cq " . z P-0 0 1 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED 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. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASYM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + 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 SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRiTi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20-OB 8F24-0B 8F28-0B 8F32-08 8F8-16 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 T-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 1 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 1 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 8825 14 7' 6" (90") PRECAST 743 1011 1729 2632 2205 2698 3685 1011 1729 2661 3898 5681 U47055 6472 15 9' 4" (112") PRECAST 554 699 1160 1625 2564 3486 3302 752 1245 1843 2564 3486 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 NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 1 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CArr-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-0B 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-16 8RF26-1B 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 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 1 5048 7915 1 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRFCAST & PRESTRESSED U-LINTELS C^WP-CRAW � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU" 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 64" (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 U-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (17611) 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 24'4" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^w"C'R„� ''''�■ SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST_4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-IT 8F32-1T 8F8 2T 8F12-2T 8F16 2T 8F20 2T 8F24-2T 8F28-2T 8F32 2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 1 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 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 1 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11' 4" (136") PRECAST 474 485 79815 1034 15 127215 151015 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 114114 1321 14 428 1 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 105214 1218 14 410 420 709 1050 1 1434 g 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 16-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 1 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 (121 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 122514 21' 4" (256") PRESTRESSED 142 198 306 11 393 11 480 11 567 11 654'11 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 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 10 566 10 124 200 316 1 450 1 600 75612 87513 (#) 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 4CAST4494" SAFE LOAD - POUNDS PER LINEAR FOOT -TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-IT 8RF26-IT 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 1 1675 2525 1 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 1 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1 1097 1651 1 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 1 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 > D > D D c ,� o _ D Q C C C C C ° C o C 8F16-1 B/0T 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 01 e - 4 > > °D % 0- D °D C C 8F12-0B/1T D � 0 a 8" PRECAST LINTEL W/ (1) #5 HOR CONT J BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR L\ _ C.M.U. U) U) X _ o C = O N U) m 'n ° IL W L6 j a #5 REBAR AT ow��ow a BOTTOM MIN. (1) �¢pd(3fz REQ'D ¢�_- -n z W ¢ w 16 GAUGE U °4 POWERS STEEL LO U) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D W�—GROUT /2" CLEAR C.M.U. Q `nEBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING C U PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T NOMINALWIDTHJ � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP Z CD = O O W z= io o C 1ST FLOOR LINTEL PLAN (ELEVATION A' Virtual Review Assist, Inc. Plans Review completed and appro' e co 1500.5 Zk for compliance with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 cli 00 W CCr D U0- _ 4 6 e FFF 2 O w 0 Z SIN` � � E ^ o �0,� U 5 V/ j U o _O �} Oro 0 � Q LU ow LLI(6 W Q Q F Q J 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)#51- (1)#5U (0)#SL (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 1 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2' 8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 64" 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 1.30 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" $'-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" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 270 449 449 286 451 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0 PRESTRESSED (2) No. 3 (2) 7(2) strand + N.R. 473 473 328 455 2" No.4 174' 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 711strand + N.R. 277 277 202 281 2 No.5 (2) 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" 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/lbstrand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 164 164 124 179 N.R. N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEU QUANTIFY OF #5 BAR AT S-SOLIDLINTEL -1 rLOWERLINTELCAVITY [8x16-P-1L/IU] NOMINAL ".NJ L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (I)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" 1 PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 74" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10' 8" PRECAST 2 () No.3 2 No.S 1 439 1439 1075 1439 12'-6" 11'-7' 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" 12'4' PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2) No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 (2) No. 4 174' 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand HE 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2) No. 5 20'-8" PRESTRESSED 2 No. 3 O (2) 7116 strand + 720 720 366 716 (2J No 5 (2) 7/16 strand + 24'-0 22' 8" PRESTRESSED (2) No, 3 (2) No. 642 642 306 599 • •i 't :'•r;1 � ••ti 7 DETAIL 'H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ r' QUANTIFY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVffY [8x1 j16-P-1 L/1IU] NOMINAL WIDTH J `QUANTIFY OF III BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x12" 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 ##511 UU(Ol LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DP DETAIL'DE' &'DF' 'DG' LE 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-19' 2-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 N-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 6-8" 4-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5'-4" E-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 6-4" 6-0" PRECAST S (2) D4.5 WIRE (2) No. 4 409 1409 88 267 9-8 8'-4" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 •.. ;..t �... .a: DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN UNTIL/ �QUANTTY OF #5 BAR AT S-SOLID LINTEL CAVffYrr LOWER [8x1 L/1 U] NOMINAL W IDTHJ J I6-P-1 L QUANTIFY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (11#51(1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 314" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4-4- 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'4" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" C-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 13'-4" 12-0" PRECAST (2) No. 3 2 No. 5 859 1 859 591 896 14'-W 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116strand + 1207 1207 605 938 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No. 174' 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 +2 655 655 340 645 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 377 GOT 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 711 strand + 524 524 277 526 2 No.S (2) 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL 1 LOW ER LINTEL CAVITY [8x16-P-11L/1 U] NOMINAL WIDTH LQUANTIFY OF#5BAR 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 (7)#5U (1)#51- (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5095 8995 1 7007 1 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 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE J21 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12' 0" 10'-8" PRECAST 2 O No.3 2 No. 5 1 895 1 895 1 1 40 1895 12'-6" 11,-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'4' 12'-0" PRECAST (2) No. 3 2 No.5 1605 1605 1107 1605 14'-0" 12'4" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 (2) No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 (2 No. 19'-4" 18' 0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1084 1084 615 1095 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 877 877 501 965 2 No.5 22'-0" 20'-8" PRESTRESSED 2 No. 3 O (2) 7116 strand + 850 850 471 923 2) No. 5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 V'. DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAINUNTEU QUANFIFYOF#5BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x] 6-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR 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. 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 R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN `5 7/32" STIRRUPS AT 4'-0" cc `o �2 V�_'f (TIED OR WELDED) r- Lo BOTTOM BARS N SEE SCHEDULE 1 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" eo 7 5/8" P LEG BARS: E SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'O' DETAIL'P' (1)#4L DETAIL'Q' DETAIL'O' &'P' 'I&'P' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-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" 101-8" PRECAST 2 No. (1 2 No.5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1378 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 (2) No. 5 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 (2 No.S 22'-0" 20'-8" PRESTRESSED 2 No. 3 (1 (2) 7116 strand + 1023 1023 576 1121 2 No.S (2) 7116 strand + 24'-0" 22'-9 PRESTRESSED (2) No. 3 (2) No.S 898 898 481 947 z'?: DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)UH)L DETAIL'DH' DETAIL'DS DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-b" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST M D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST 2 D4.5 WIRE () 2 No. () 3 1 1 8 9 41 39 3839 3839 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x 1 I6-P-1 L/ 1IU] NOMINAL WIDTH J `QUANTIFY OF#5BAR NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P-PLAIN LIMEL/ r� QUANTITY OF #5 BAR AT S-SOLID LINTEL f LOWER LINTEL CAVITY [8x1 j 6L/lU] NOMINALWIDTH QUANTIFY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x201' 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)UU0)LL SOLID #5(2)U(1)L DETAIL'DL DETAIL'DW DETAIL'DL' &'DM' DETAIL'Dl r 3'-9' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 1OD00 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5'-8" 4'-4" N-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 yi ..=1. ` �•1. V .�H. DETAIL "DL" DETAIL "DM" DETAIL "DW TYPE DESIGNATION $" � r waw U*& QW f UNIT '2551' - 1ST FLOOR PLAN 1 /8" = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 811x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB&'DC DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.6 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 64' 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 ull� - U.-_`-, U....--1 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x2411 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR AD SAFE L GRAVITY O U P LIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(HU(HL SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DY &'DP' DETAIL'DQ' 3'-9' 24' 7-9' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 100DO 9505 10000 4'4' 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 1D000 51-9" 44' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 -6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2)7-4 1552 2996 1183 2844 V:-1.1. ys.�••I. �i �•1. DETAIL "DO" DETAIL "DP" DETAIL "DW TYPE DESIGNATION Ann rwwaw [8x16-P-IL/1i ] Lisll>r ow TYPE DESIGNATION P- PLAIN LINTEL/ �r QUANTITY OF #5 BAR AT S-SOLID LINTEL ( LOWER LINTEL CAVITY [8x16-P-1 L/1IJ] NOMINAL W IDTHJ `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY Virtual Review Assist, Inc. Plans Review completed and appi for compliance with the 2020 FRG 7t1 by Debra Anne Klahr PX2306 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 117 Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2l'-4" Prestressed N.R. 138 2270" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended Edition N N O �:., „' 40 L0 zy� •gin • •�*��, CD t • �� , e F 7 f u 0 W z Q /11 n' E > d M O i VJ M C4 V 4) M C .� C M C o O 0O 9� O �o Q . LU D nN, W L 0 E (1)O) 70 0 �I�Q / �LLjU) < LijW QOW FM¢�zH W < F- I- X0o_Jo>0 QZOZ2I-Z) OQLL LL_ZJ01Q OwWw0zOwO-°mzz U (v�f 0 O Z U) 0- InW W,Cn W xQ, Q F¢ O W¢� Z W Z O W .J U Of a (/ J LL OW ��F �We OQ o 0 oQ a Q FaU_ 0 C) Z N O =J z M O Q CM L0 U) vtL G J z W U? 0- LL 00 zv< WZ W 1 1 i F a v 1 1 i O O O - N CD N CD N 0 04 N C) N N ��N__ C) M Cl) N � cD C) 0 � C) CD CD C?il 1 z 0 U) W_ N LO In N d' 00 v/ QZ C)�' zw -' `6� O W U ozz w00 UV� O 00 oho T� Lz W�� W=~ Ln UJ N O zo= W <E-� . . N O Zoo z 0�Zw ■ ■ az Ln _ Q Z 2 F U < 0 p 12 Z S1 2 of z W W O CN LAST PLOT DATE ■ Z O StRUCTRUAL � DETAIL A Bo Its ---, 1112T?ia� A325 CAII Wash___ Self-Lockhr_ I Sack Cross support .4aylip ritt trtWi� R19111I eiracRet(ItoWidge) g4 ALc I Bottum EII �rn (mint) FrMont Cross suppiort (May b-. cut to W1 Left Bracket (16 Gauge) fi 1.45ellf-Drilling 5v&wsTtvu 13rack-i- A ka-it rII=--_.s IS uptiort Into AIC Lin., acm jyldicaI 3 C-ach $;dO for hurricane or-,' I ,F11i, I, i " i in �iy Iii-n: i I, I, ir, rximn kiwil wit h :Iii I Air Fix- =d avoid"- Ivan re"t tel 6 %111 topirIlyJ Flonda. Npattinert of Buski & Proilloswonal Regulaton paw! ml 11 Building Codes and Standards IZ1=1 Product Approval Application Detail WAI lidor or DI 01i. U., panel TINN vorsioil ldto!I 9 U vadodeel iw V.Irdaod FAC ApiI ft" 54,99 ,1Mwr.iiI,n ZD21) S,-." V� I.- 41,1n,we �nirw 1f N� IF L.. 5.1dorl I E 12MV210I 1211logal.0 d cm.pI sn. ..I (Ii? T� 44 t�8 N 9 PE ',!,7TI6, (114)XII subcar"01I. P,�_ Fm� t. w,� of InkritinvirA i1olift 110"d, F,.iIn Rp,,,' t- _'notiodo lReorrv.d ArhII w4 U,io,iod Rvida F"or QuelitV Aro*�IdaoQ AorrI1'ydWJ$* ADI fur VO IrI Pe �Iswri Doloriall. 'ficrod. diguz R.'I ;1s4d5nL DUA F�. �,_ 4 AM- V.1t 11 ov2l NA .10Q,Too D".1 F5- ;I-d nd Vort lwillo,3 Y "I too,, Do 3 %lartvnt Nood, 4 150. m2 hJI FWW Ym iwmc,2� WA 0WIDEP 4 &= 41540-521 �_ 1-.� Y-t 1 Z� 12623 1- NA SI � A, 645,p.; G_2II, 0- 1 M1 `7M yo�� "A 6 sinnarIvrd htd.1 *1 "In-, 'Aood We' O.Iotod Flood V�t i2*1112t�23 Y__ NA 14 5&q.1 Gq� P 1�d 11-1 1MI 12d__ Y. WIA rVA Riptide Department: ofSUddSI , PrnkssiorialRogolatlon Swidfng Goods arid SlarCcirdis Product Approval Appircat" Detall &M ON(, tw. Cusitfoo DR. V-1- MerjaJonor C.WaA LuaAw-IMA A-,d Ral6a. .'I ,9M or"ni W.], 1. 1 E 5811 C�MM mort(mm Lock. 5.1`d`,r cdatlrlti?a I VI VMIM Caewy� R�Y�q S03-1511 (M�i 301 SudeCaiet;Smy. Mvel R.uli�g ANnaleaure'- CKA.Plan- 11101rerr F;.ld2 RI S-11 I D-C Men[ FI sq QIJQ le"INS, UNIC 15a� 010C 01A_ IZ31,7075 NA 18.3 all�5v Florida Department of Business& Professional Regulation Peon 2 d 4 Building Codes and Standards Product Approval Application Detail U31tim Date 2-= Data Paridina lat:! Vy, F., on, PI ff-1-1 I LII Valift" vqbddU �Iiililglrkoed EK !vvv n' Apprilvo N 4uS R-ai.,, 20M Thor-Tru See- Japersor, L� 5- P E Nye. d K,% P E 04m 5= 12011 04f_12II2021 06toa=l App,nIsd Categary Ext-, D. 64 3-7S26 PE-434M 181 767-em Subcaftorin SI cornpli- utI d r--, Fiords Rtt;,Sered Afcnid�_i ora Iboone*d %,da ProraoI Engem- I FLW046I larrduch; QUalb A&RUM.0 A=-roynni Anii Ior use Im 210=1 SAU Qustift LuHz ft2dI PI on end $n vcinft-stov NorI MM8 OpI 1W Yoe Yes WA C-Iii.innn. Eq. FiL-jr.- dingl. J-, X�rjunohpr) b Thern-Trn, RW j NorI Esinga'd tto�Impa��Wk c4i 12f� 1 1+1 Yes YK N111 C*mPosir Edgt F1 brngnsI- Sordl� I--, [h T h-2rr. RboI Ind S�:h-SW Norn.m SWIke 0I I n 1 t=2 9. Yee Y_ _WA rGrI Ed" F b�di� Zlc�hk San or thout SI 0)= -fia-II-) 4 d Ther-TrwF,t--CA. -A S.-II Norrnnal SWO,0 &qwtjnrpar�&,-�3� i=1=22 14; Y_ Yes NfA C-pre" Edig. Fliporginaw Single Dmr 5 Theriy�TrwFit�(�CU%WcangSff�=-SLr Nn�9K3do,.,V xin-fig-I Nonnruol 581 0dacr- 1 2r. 1 r-Im !4� Yes, ye� NIA C� mpoiete Edge 71 osrViassi SI hgo 0- �,fl In 1110.- rsAotow r% X0. Ox � 11I 5 f 7ie,T,Ij Flbov-C�k nd SA,5So, Norminal iNUI &quotitrpI Opaquo, iV3V2= NO Yee Y_ N1A Condposite Edge Rb�ql-. D-b�r, D�Irwlho, .thoutso.Irtoo Xr. � Q,10(0 7 q T�hrrrrrna-Tru rrton�nlnonir ano 5,oDdiri -Star ��tienlnal 349.3s6 SquoIjinipacA&W, olazzed IV111.71= Pro Y_ Y_ TvA CowI Edge Fibinglasir -5rghn DxrT il-rioU.III X 9 1, Tihorira Fru Fib.T Cii t,d -oth-&1nr lq�.Inal 121`3112.1322 i10 Y" Yin, niffi rxinporrto, ELtti rka,rIgoI SII Dorn, Mit, adefm�10 timsnarit"�Awns; X0, 0)" OX0 ,wligurtriiin'w no, Yes Y" NIA Cort1*I;Ur@tSY`S1 10 1, 7horr�.TIv FIbI -1 S�igffln Sent, Naindal atirwa-ia,,O &I n-caoutiquar, a-ed 1031=22 Yors ye& WA C.-Po.ta Edge Fbeglese Sngle Doo, flrrMngifOtita� X contguIraftw3 11 k- Then- Tn, � C-- end SrI N-inal 8&M 0 91-Ad 12t31r2922 No Yes yes WA Counpoode Edoi. 11bero- SkngiI, --ow ,4h a"wo) oraw-urh4to'-w >* Qx� GXO 12 1. T"r-T, d O�-nt N.-al aaft3g"o &q._Orlrr�M&A�, Glared 1213 1002.2 Nift Y.. Y_ MIA C-I Edge Fibora- 0II D= with Ywithout Sidelibez firreenngfOorpoming: XXw O)OW o, Tn.,--T, Fib.-IsoicaW 45-Xh -to, N-I'as SI 5i; W.W.0 1 V3 V202Z M Y_ Yon, .A Open �dnip� dja F."In- 5�01� tinvid gouint: X _-I It Z_ L�a-, 00 14 TheI Flb�ZII �Ill 5mICO-stX I wid" lZf3li"0Z W Yft Yes I Qv� GlK X1 INIII OpenSidellorIa) xc), J 0 n� " r '6 o TtI Tri, a,,,, Smnott&,s, 4orirririiii tAinedia, 8q..t,InMacMoad: GlIwzea Molded 1V3Tai1Q12 Pop Yft Yen, I'LUAL Opericanto,nou Sago, FibeI nnudio oI or nit� a not In art �d Mdroe-d 03u�, S &-'rt- �Ilwwns " uutinnolq� XX�CX�Lc' to p Too- T,� F-nb.� z I,d 3-in.-Ste, USI 12T31�=Q &, Y_ Yes WA composto Edg. Rotor- SQII. Dpor wift, MOod XQ0X.f0)60 17 n'I Floe,-CU.4� nd tMnA G&NI 12rilr= Y_ Y IVA corepow. Edge P. INII D.-Ioln r �s, YAirout Gluk Melded openi NnsWrVQut�,-i; Florida Deparlanerd of "Iness & Professional Regulation EkiRdIng codes anif Standards Product Approval Application Detail 2M Ila 2" ftinalm 299 lal yffliw milaquam 91 RitilieutAUncat Y911111lit9_11I U&MM" f2; � &ZLY0 Aim RI 22420 pGY J-P-4d K-4 Dodv DOCO - C804 h%r* Dd. 5C1_0 - NIX I iA kr4n 1446'1 11r"M APPI-4 ubc.l.gtory: CoM11- Mn, LI LAMI A33 Itfiducl Quaffty,ksy"o Awavtdforuse Apooryod for RoW Do-AW ED", "Wit. . NI- PI D�ftu CorAraId; E�,I 0I I HWI 001sid, HyHZ fin"WaN Prowni, 't (",W, K44W 4�md VIIA Rdilong 31- M 0414=1 �1� Y., Y." WA 1 MFO 611 AlIA 1ano � I March 15, 2022 Florida Department of Business& Professional Regulation PM4 I CA Building Codes arm SLandards Product Approval Appolkatton Detail As required by Florida Statute 553,842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized onthe construction project for which you are applyingfor a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp.:Date 1. EXTERIOR DOORS IFiber-Classic A. SWINGING Therma-firu and Smooth -Star (NON -IMPACT) F L2046 1.1 +67�0/I psf 12/31/2022 Tb e rm a '1-ru Fiber -Classic and Sm ooth-Star (IMPACT) F 120468 +67.0.1-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Smooth -Star (IMPACT� FL20470 +801,0/-80.0 psf 12131/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 FL15332.5 +40,01-40,0 psf 12131/2024 �PGT Series 5570 NOA 21 +38,71-38,7' psf 4/14/2026 C, SECTIONAL Wayne -Dalton Series 800018100/8200 tl 105 (BX7) F L8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F L8248. 10 +30,01"-33.5 Dsf 12/31/2023 Wayne-Oalton 1 Series 8000/810018200 #1124 (IGX7) FL8248,11 +34�4/38.3w psi, 12/31/2023 0. METAL LOLNERED DRS Curries Division of AADG, Inc 0"07,707,727,747, and 847 Single & Pairs of Doors FL1 1537 � I N/A (see inst sht) 1213112025 2. WINDOWS A. SINGLE HUNG D N11 Windows and! oors Series '185 F L 17 4 9 9-21" +60�01-60.0 psf 10/8/2023 PGT Series 5500 F1 2139,2 Ni"A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 F Ll 535 1.1 +55,0ir-55.00 psf 2/16/2024 C. F IXE D MI Windows and Doors Series 185 FL15349.1 +60.0,`611 psf 4/3/2023 PGT Series 5520 F L243.5 N/A 4/3012025 D. MULLION MI Winuon�Ns and Doors Series 5764 FL153531 4FFA 12/31/2024 PGT Series 5500 F L261 � 1 NIA 5/26/2026 E � 0 TH IEFR 3. RANEL WALL James Hardie Building Prod. Cemplank Lap Si and HiardiePlank Lap S')lding F L1 3192.1 - FLI 3192.2 N/A 12/31/2023 A, SIDING B. SOFFITS Alside Solid and Vented Vinyll Sofflt F Ll 5272.1 - FL 1522712 +75,01-75,0 psf 1213112023 Alpha Aluminum. Inc. U Solid and Vented Aluminum Soffit FL16544 + 54 ZI 4 2 psi f 7130/202-11 C, OTHER 4. ROOFING PRODUCTS A, ASP HALT SHINGLES GAF 3 Tab, Dimensional F L1 0 124.1 N/ I Ik 121/16/2022 5 � UNDERLAYMENTS TamKci (for Shingle Roof) 151b Felt Underlayment �FL12328 NIA 6/29f2O23 Plyglass USA, Inc. (for Tile Roof) POLYSTICKTUI MAX FL5259 M-iflk 12123/2023 C. ROOFING FASTENERS NOTUSED 0. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL-16918A 11111111 9/9/2026 Florida Metal Products, Inc IV' ent RV 10 FL21580-3 NI 12/31/2024 Lomanco. Inc DA-4 Exahust Vent FL17202A +97,51-97�5 lI 12,110,12025 E, ROOFING TILES !Boral Tile Boral Tile Villa 900 Saxony 900 FL784927 - FL7849,28 F L,7849. IS - FL 7�849.20 WA N/A 12/31/2025 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMIC 15OSS, Di'0C 175S, :DMC 200S, DNIC 5V FL,176791 +011-180 12/31/2025 5. SHUTTERS k STORM PANELS Global Protection Products Galvanized Steel Storm Panels F Ll 5076.1 - FL! 5076,2 N,,�A 1213112022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 78691 RIA 12131/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn, see chart A NCHORS-30 Simpson Strong -Tie see chart B. TRUSS PLATES ITW B-%Aisid-ng Components Alpine Truss Plates F Ll 999.1 - FLI 999. 4 NVA 12131/2024 MiTeK In, -ustries, Inc. T. russ Plates F L2197.41 - FL219T5 NIA 12/31/2022 C. ENGINEERED LUMBER 0. MATERIAL Weyerhaeuser Cast -Crete Corp. Rim Board, LVL PSL, LSL High Strength Concrete Lintels FL6527A - FL652I F L1 58A N/A 91A 3/31/2023 5121/2022 Commeri:W Concrete Products, High Strength Concrete Linteis F L'I 774 N)A 5125,/2024 The products below did not demonstrate product approval at plan review. I unclerstand that at the time of inspection of these products, the following information must be available to +,he inspector on the jobsite, 1) copy of the product approval, 2) N WE MT I I I I OR M I R, WME: 120112- oatitmoina RIM Lft A= muracinurt Q411 = alaiI A ginniroxi 14, is I o, n 2WV Thernw-Froi C.1poral- swe jaspafiaon Lywon' E Fd,,an J King, P F_ Q7QW2= 07M2JKZ0 97r,02c,210 tX1a`2C210 Apqro�od C."Irr. &un- D f8WJ 043,7cZD 73��55& IS obrAii9inary, smingov Eomfo, co complim" M40I E'aluamni RVv4r" e� o In, Ficridis Registered A111,11NII&I " A I'lit"Ised �11604,1 ProfenigionAl EI FMWO-Ra ProduM Number or Nang Product Do"I'd" GoorractEudintitton Onto in 11I Ducridno 4',RAZ Resistant Pressure in =07,, I apiN �,� Star L No.I eAwliffpowna.-m openpros 2tY 21122 Yes Yes INIA, Coanposft II Fii,"I S4-&A- EN-F (II,,�,4041.I X -ft-b.ni Id. ThennI Rosr,Coassic and SrxCth-Stor, NIornmal d&aW.S 9qvXNrp=&qurI 0- IWI= Yes yes WA Cnompotne Edge Fibeirgtrim Sunni. D-F �fit $W�It,wt,) 0-n,)O-- ON - -niltim-ions) o rher nine T,u Pikie-Cassio end Srr��-_ Nonntina 1 6&M,8 &q(hnNnd�_Aqt -npaque IW112= Yes Y_ Yes WA .rdpoarnI �ibeo-Dww--ith 4 d ThisrunI RboI �d n-M-SW NOnina I 844r5o;G Opaque 1, 2f3l Yes, Y_ Yes N(A i�,odnpo�te Ldgro fiberglaos 611 ospr [InmN,IW5mnqi, X oonfSr_-.1 Ti-r-.Tr. FbI .. In -a S �S� Nor- I UMI D &qx*"--&q,d� ?n I r2m Yes Y_ Ir- NrA com"te E,*ars F,heTnana Sok, I'doolutisi IWAInringtoolownI Ac, OXOT C�Xv confoguianioniii, a i St., NoInri'A I 30LII k"PA&MI,nit 00-Kiw $Z01;I2122 Y.S V� WA Z�ornpoettin III Fiborgin- uI Dix, wt 9 Therrut-Trw Rhor-Class. -I.M.., rfagn,:s Zts 1 J12U� Yes vr�, YO& NfA Czrnposle Edge Viltoergtass okeipa Door Xooaing�10,1 8 h Thd,-Tr,, F bei-Classic and Sor�_I N.m.. 1 Uiloaa,,6 &qdij.protArquat GL!eI 201 t2la2l! ye" Y� neo WA Cv.I to Edam F,�Oqnlm D =Ah Sidoofte (s� fkwwn90.n�nq, An, CV, w OAD Ther-I F,ber-Chosoic end S--th-, N-al 64M.11 12t3i r- Z= Y_ Y� le, NJA C.mp." III Fi_v� DoI Dow .0 or wt",A sinwoo; W XX a, 0YXID nifigur.tion.) 13 1 Tterrno-TU Filper-Casoic and sr,=tI=S=r Norri I &qLMrrrndndrSq6ot Giatou QJ31= Y_ Yfoo yes Ni`A 0-poste Edge Fib.,A� 15� (I-NiCNA-T, X � 91 11 k �r 1'. go- CnI end RZ-I &q1,-pI �11 r?02� I- Y_ NIA Cornpritous Edge SFqe 13�, %M 12 1 -Therrm-Tirw hL-Coosic e- 3. Nwrnnial 644WO olasoa rzoir= Y.Ii, Y. ye* NiA Cc Floe? blis Door wth or = I,et � no, Zg?a ni;� XX or OX.* nnnhrnrnrarons� 13 rr Trornm.Tr u Fiore ciagsicam &-�Llr, flar "IdIniiii2i flamr�p�a aquI IrPQ-t&4,.t opaqw imiaoM Y-& Y� Yes NFA Czrnpoafte f dge Fireldfi*es S M., He fo," �fth or 0I ixnak omdon�], n Tner rI Sro on=� iii, ediOill�la squotin;ftitadisquat Opaque M 1 =2� Ye. Yes YeK N!A �Minal C, "Nafne Edge, Fibo'gi.- nouble, rdc, "ah 15 o ThIrrina-T ru F, h�-QdI a,� z Sn "t. Nonnnuil "9*0 Opwan; i 2tW 12o,12 Y_ Y� YA NA Cp.dt. Edge Flbong].M& -S.I &quor,Nod linputtiu.-I "4d"I Qua�ord-nAnii; X01 OX ., 16 p TrerrraI Fiber-CiatI �d S-11I No-gi U49:1) 8AUX1.pQC(&qUQt cipoqI I V'ri =2 Y� Y`EoE, Y" NfA C,ompetous Edge Fibeuslass Doubio D� wild Sq_t,-N-tu�oorraq�A SIII- 't-Y'DutsI OXY,0 "inNirronti") 17 lu.Tr� `,bo,-CU -d S-W-St.- N. 1691 &uL.1 N-f npoI - Gp-- I 2f3l r21M Y_ yee No Cornp.9ne Edge flborifa� S�:I 5 Theinra-Tro F,ow,Clas5r aN Sonnonal o&#31RI 6q.CrNQn-tmpeI OV.- IZII Y_ YVIS NU ronA Q'QMPOI Edirt' Fibeiiiiass &SI Door -T, XO. OX a 0 V3 I D s T�wrrtni-TrIj F irqn-Cfxw� d�i Sonot� ��W Opacia, I=- Yes "I ND `V; cornp.- Edge FI11hev- CoI P .1, or 'AtI smints condigulailons) t Thernroo.Jru Fihr,�U.Isr. on�-Rh,&Ns Ndrinittil 18&1 &qwx Nor I npaCI Clrnpq�,e Y_ fei, N�D NfA C..pov,a Edgit, Fiberglainisogle Doof (I.swngIrOut-intir X Tboup7w RIxin-Cia�,nnaInd 18&93" Aqv_� r4o'! f�paq_ 1%n112022 Y_ Y�Z- 1,1'. NA Caniro,et. Edge F�b.NtI --&-gle Door wth S'AreI fl-giOutswng, YO, 0y, r 0)(0 ounn' unollonsi Nnah 8&A,39,(] Opaq- 12tW=r Y_ Y_ N. WA C.MP0911p. EdgIt, Do-blo Uoor,42, on "thorit sortntips fc-b-) 23 Th�inroaT,. Fb-0- ..d SI-e-sho N orn- I OU39 8 &1 t NI Qi IV31rl= Y_ YAP$ No WA C�orrnpovitv Edgno Fiberglass SIIrva ZrDor (1MVMrorOvI xectiliguntoott) 24 Th-TT. N.m.-I SMMI.8 &qutI`-]na-t&,qI;.t (�3-ed Y__ N� WA c4nnporoths FNe JIbentiosa Sieve ow,,W� Skkolto(s) ilinoWniii/OrA�ng XC� OX , OY-0 wnfIturaiI ?5 TMV- .1 ru I-' NomrrQi6UW S Y� Yes NOD NrA C�rnpcarte Edge `Zgiars �-kwoce ordur -1, r WthioU Sid.14' xx� cn'x� w.figuralrono) _`6 M TnTnI Foar-ICJ2cro and 5�_Ir-"RSF n1nminal 68AM.13 &qwlt�rw, [rTnrrW1b1�r, 3-1111 1.201,= Yes yss NO I Cornpinsins Edge nbotwirinno Sege Inu, �Aomri�ial 17 z. I horm, T ru Fte,,Ciaenx 4 Sr,-ai:o1i MM 049qott,knin%wd4a�,,t 31-ind 42M1111=2 Yon, Cp.sit. Edi;e Fit -I SnIift E Ah nuf4umponsi -18 a, Then- Trw Nominal aI Gazed 12II311=22 Y� NO NJA cinn,ponste Edge " =I �Oi. - 0)0I orni'gurnworI Florida Dope rtruarl. of On w-�PI & Pnofe�saorqal Regulation PI I d7 SUIlding CoI and SuirhbrrI5 Product Appm%nd Application Detail par IiJ:I::,Ik! 1,: 1 Iii crer, ftUd r912 L= V.Kslde maffll�anunr YAJAR� irr ZAI isaimr?, LaLaMIRA Allmatil A&151 �III a no OrI 61� t Skinpor iL'Iin RCI)tft tdI M. L)TIM, PE 1 QSSQGW i EW-21 19,19nen 12,15,2020 Sol -I k?T N =-IW. II SNbCaI#WrW. 914.9 106� DIX( AAW111,149 conipgarpi, *01,01 nc� a Fraid. R.W.I ![ III P,a.._W ringo-er FLMS3S2-rW PI 6�11 rionneffor erquix;l onoiledo cvriorom 111.01141 Date A011I 1. HNIMZ for 041 HVHZ WUPW Usti VI pnosaure I ==)MINUMISGO SERIES 4�0 ALQM1NIJMS= OXO Imir.1024 M. 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Lizo-m arl rolairlsorindi;iPpint,mm Category: Roofing S9542331330S.7k�pe�pr)i-y,gi��5s,(�o, Roberl f4tvinurien Knealevich, RE W�_ WAUTDO: E�a,nflo�. --- insdn. Fi��R-.g�A,,�A,,,hltmlu.��dR--t- E-1- Erril Archililactirra --nnills, "'POFORd-M nFiginenlF Subcategory: Unclearlayrrients, P"IF-59i88 (954) 772-$2224 WDIM20 1jur'nalt2� Ffrpf�:r,al 2niraM Wlirll,aa FL��'si*'Zdi,qm _� 0.4& itl�_%t= Awmytj fOr gat &2�__W far I addise Qtft FL100070i Products Compliance Method: ... l'- ri N,,i,al,. . Ad,_ aalw_�_2_1110121 c-- III, HYUZ 01,000, -'W 221ML-_ Pm,o,,'* Q11,111"k-Ausma L2l;1%=LW_!i1___ i2imaLVIL6111; IM= QuW2 E RviiJuation Report from &21 &mlsLmeg9LmataaLhgm Q%MLY&MmlNK. Frodhadar poaloral. grinvadjadishiAnDai Amioll�Iti1r,-I-u- AwLmdllir ,ar I. hyLIL aralailida Hill linizael Rilli laull ldr,�%Fuaq IS GY_ �,,Lnlfld L"Y sW`iF'sdo'00""ga!F 7- �..v knaut nor .old - Ca,-'s'. Co I1QiQ[`?r ?I Y" MIA N;A S" 17 Product eadan. NurnahercIr Name - 1 20 C,raj. 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Pka,li FaI Rell-Al PE 113ye"Ja-driPE. stro-rill Icil"'Will lal'15Fl2m 1 1'0-41321D * �_n S72q2 Cl Arni Ita visve'li R-F-1 1110�lil gaisI A�F.� Consig idailaul Llg- aadiddailth: al T I I a FT - V 1:10114 FF1 �&'- Lill WIllon, p ii-ii PC yrilivalmal NAAMIR 103,14102(l 1 IF'1124207V eaC Ann 11,05179�0 &-m-malad 2" 1-i A�_d 11da apatualMan siiiy� 20N, COMi,,, �ld "��,aae FI,riewdl attathineALTi xmkugg W Rosen, ��IW ilarri 0"FiTitivia .101ril -Kdgm k=m ftew-Im I 2"fir'02V 1"I'leraW 120000110 a" dna, Fine apron 0 2 P0,irsalas.- Rdaof Urallerlaynneors �raorr-HVHZ) EIVIFIZiurosdirdlons PolyjI rod underi,animentA, for Use, in IVI-W-102S No Ye� sl -Ite�.s Cw0gory sI'W'_1,,rS Subcategory Storm Pninels (SCI� -1112_�-!82 FIE�004664� A G[10'4� 24 "�Nsm rlialadrnplw�nednratufta s"Y 11��i'4''11' Supcga.aora -'r.irs' uiaa� � L311 I I rl�_ 1.1i. %ad,'l'@.'_-h,.�"'-'xn o4algon" 3w,"S""d �Ualriiaeno, suord.Ansn 'Tsm,ps "I'li'Lord 4s a rlhi,s,,jl� (W)r5nii,571), pl!�34W (%T2l'96'i53Ii p a, .,Is alo�,i F - = Flilcron-HVw1unsdourins Compliance Method, E,nal tdani pci f ho,v Q sunda Flegirailmd A%hftot %14r, ji�_. C-VII-Maho'k E�a'_ R.P.1 I'- ,, N - T �_ -- C-Vi- Mob= s,mn� a, - R.pw *- . _0 Q, a Lo�Floddd Ptafel, xel Engmwr 110_10. 811i E"I'lly I! JA $9�_�Tp_vs__ irlandoiiaiqi,lliri�A,�dl . . 0--d lillitril. P'�NdiilE�gr_ 0 FLW THIM R-9.9 MAIM __ lf�,".n aSial Nann beir .E.Ilis G.allbol--gimass��_ Ajape.aasi 6ral-Oal for aider PTAWORSWIPLIM 9- 2.1ai d�c�g &nq3a;rAAVZ!__J:aSP ft- - 1, ii naraliall. t uiollsl :�!Qssuiry -Iti � pLl-----m2d".Wrt:�lI ;r. larl"i ;r'?'r_Cii l ST.'Qa'jlTF ri �! I Q"ft iiii Aroo,M,rt Far - ft'sast-IrsKiffoleal g J�i'luagmiAm� In tAx Merl C-i. rkil, iilfiimla Y'. ida'2tal in, Va. WMILOW Y, !ffian " MfA USIN EMUMM X111. F It _jpjjj4"�ftWAK_ Quaft Alsiarric-gi AMWISILMl Azativa.212111111 areas 04,00" L__ o- 1 24 go G-r-sal SWO 151olm prair- '4i,,l �L�Mdd,%Ioal $N,heri Foneia 1213ilf2eaz fas 'Fa'a I'- PWA 11, I'InV 707'All r ,l41r,ars pliall Vaiall e-ou" P, in ii2Fs'-Mn-' Tail Y-, M11A. N/A ;2" R=MW-Ifkift"VMM product oftainom 9pritraidgwEdlertkalt to larilz Qil"re, R Blaw-gol prinul < r' t - - -j". -i- 1 'it 3CG,FTe-,Il,S ViF.1 "I.- 11 l"l- , in�' -2-- la"i cl-l" Fat. I LIS 1 ,-.r __ 4 �' � � ),- � li, Fit 1 Mr'A -1 IUA 1 on'.drrol� 'Ni_.aIClF.1'F'1Rl_NrN Pin- .,a raa,,,�_d c-is,'. U.i FW9j_1)24 i Y.a .,A 4,11A a) U) -+--# M L) M I 1 =3 < (I Florida Npartmaint of Business & Professional Reglifini Building Codes and Standards litia, I V2 IDWZD21 Florida Department of Business & ldrofess�aarlal Regulation Building Codes and Stands ds pi,q, I if ! Wlw�l rjoida Nparinnent of Business & ProferI5�lunal Reguirldon Building Codes and Standa rds ii�,;. I 'd I lf"."021 Flonci Departhreirit of Bausareas -I Prohlialonall Regulhallion Building Codes iiiiia Standards Pilo* I W2 PFA=021 -10 - �- Product Approval Application Detail Product Approval Applitcation Detail Product Approval Application Detail Product Approval Application Detaill 0 - L ICU - - I - - - I � . ___ - - � � , . I - - __ __ I - - - --- . I - __ - _____ - - ____ - . ____ - I . - - I � , � � 0 � I �� 6I I - ____ - - - , _____ - . , - 1; - - � . � - I . - - ____ - Coot � __ - I . - - - � - __ 1 � ___ I � I Shoals M I � OW* - I 1 gg I D*v allodilra � - 2&- j3=7.-qIj 9291 Ell ---- 2111 Varn, sa" pin Waran - Raw RIA FUL24JUM �aRp� !Uvi' �- R�!? - R�-__-M la" I � � amaim I � - i- r 11 .- I � ,, I- C"le I I . I I I � I � 'r I I r � ;_ I -1 � , ." , L_ - " "FL - �' IF 11 11 I E, �FF CrAft � � - � . . - �' . . I.- r -1 L r I . � ,_' ,_ E& RM 0* 1pm4rwl 2 ft � I I , , r_ " , � I " W C= Alls. Verson A-P-1-ag. tdidug Dwhimill,liallau Validated 0, V.1hd&IAd I SUladift li 4marrial ilignama 291Q YX hioull mmnzvm CLW liall FOAAM%AJA.tW- YAWATIFFAY Y&OW, Zdairaled 1KApl &ul Arnklit ZU41 ftid;'� A-x'_StE-_'_-lc cialattri Exasnuisr 6 II[tiss.' �Alftd % �dlalai Magi EM60II &am edliA. :Xlei Value almi'maluilh, ceollOt liandinwTA oadne,, YAM"'ad all valfty skitim Fanc ArIsm, aft :E -TVM r _*1S;W1 I �fllaf - Lc" �Rgl' 5 USA a � �: C"FlsFF, hill,,ra Tr,l, ri(,C�0 Ci Iii Do J. W, C'_F T" 4 1(i Apirr,maad = ii-W, "i fiffirs; int canniM, arTMolas, coar,,,'Flar Eann Anfar"r Cc F�,`SUSM,q __�111`4. '"(7 CC Elon"ohi eaT";*� ( r, �n 894�6ss LLC lilint"Ife TiAl"422Fren ___"�=e$ AFF-A pli'lliMarl " W_'j;rh_.5,ar C~W; --oa,d-I Cernparl'iri AFFTIF�e"', IOC N d. a - S.-I L LC, h� Lahrar � i 215 5 T a-,, - 111cmi IS, 1z" 04LO2021 "24131;V21 NIFIVIT14 w,'li'll F*irsoir- nill,,11 T"Inax-M,ii - r I (d!,'1,j02I-4,IAf (701i315�5N� I irrearle', [ Rd�Ifieh . Affi-tidn V20 splrkiiaunlsuril�!M CF;.-Y� pan�,[Atlft jle� $114 Lull A, Laff. a Raw u. uft� n k0li) 600-200B ii erl,'� airr 84s4 11AW3020 FJTTA'X�a lirw2me A;p-oll < (D fllAsA.WqF;, in-, PlAl. li�_ im,I�W.Dm&� S.L'Alreliry,. Enpl-i L� Coinialf- Belli El,iliadlor, Rai ;l R01�nS.I0�'I;&In,rh' - - &'ticaililgo R,zFa,""nd'__. a S-It.5i N F-tri Wi,F_a,-�',M,F Shi&C,am:Alry Sada" Inuhiiiii-r-4ga�. ;z C-all... Illaditind; E'lailoal R�Med ftlin a Mi-_ r-1-11- Ii - F, piro= 12"Widialon Enw C_F4W.'Fm.d; C�Ania M., '_ i;�.g C-olt.-M.thM:EIAUW�Reaw F-li I- ��_ �-' - . b�-_ - a '00, = __j f 4mr,111 I P_. FLA1534III)r-eduLt Rorn-, �--Tcrl_ PLqrsy4oplvdum < cosi Als-ari Am welt fair us- AppFoliIal Far 1011I Desion fiw E12MMS226 MR1111 QF Kill-. 91%&_U__jW= eguilitil WZMqn c2mmlimlirsimoaria billazuallima ==0191Z.9i ITT hyn ivialuele HVII == risrai 2290 masym 6i n`.s.o i Nol,it'. 'il Im- gmaxi2mum ,i,pur-all Aolosimial hTu C.-it- �ftlaoft.'.Vioal,, Al-realt fti use C.1.4", 11 inirml ft�%.A 2�_ PI.- FL*1e$,1A-R5 ft,digi _j 11,511 ira�_Aio; Modill, Wal y gum Proorld; Orwairlarl cilearasteldrallairlanit re 111�lz oll"dir F-tva"i Peel I Micro- , I,% 'n�,M,,I VY,T,F& Liarlaor 0313W013 r'a, Y ,,, riTil RIAL I F-fireenIsh", C,MlarOlhi 1_0641& 4 6, 4 and 12 _rl �Id. lntd� 0 5 (2 1 1,102 2 Y" � ." WA I JQMY.&UHEC-=. Prialual camad ilaorpiost 112F Use AgavirmIzi nalast RvVz Rarlijent 01921 plMal a- I 2 WaAhs rfliaarfo is ia, 1*4 at-ah, IT- -1i al.a. 12111= ' I$ ea aur's, i Merrill Inno "arr'lasor phat� I W I (to, " i. 'Fina Y- Yls N?lk NYA TVA i 7 F"pin'. ST P.,01MIT Sinjad Lrrllba, Q"Y31p0ii No "M s fA WA aw ftirwidgellsetmvImme 4 Aeq,A_. edid ": veni, ArT,, adrier Releaser, liparaw.20 Alpha kanrini aolid&iml W hired A-IlTiT. ar"30,2073 in 2dalillUMI No f.. rl� - _-A '� Wl lf - ll� "FeSlao"rl"Mal"Oni" I W111V2 Y. Y11: NA all a ln_i�Sa.rd i % i rl,,ii Rlyi Lurriar, I 11ri I `21N 11 Tar, V., . Nnk ii chlky""-;�n a,*jtr ck,ii, �' , - r W� I SHEET NO, - 4 WT�ai lam �Sivhidi Ir-Oomison, plaid I2l31Qr22 V. IF. 111A all 4 'N Is- iST.'d srijillfral F�en,rn,ui, LwaribrFir Tv()FFn1er�"j in�n-0�5 No Y., "PA IYA �FrId RTFF s.141 11 W-F 2jHs --, va, " Fileman, triu, -. � viria, i L81 =c 2 YAI: ir*� I'l TVA 5 A.- - I, R . 5 - rd 0,14diadd Eald'd 5.1d Ri �.'d ls,7`� M Y.a 'T" NIA 6 7 ��Ia MIT.. ill _�r. W� � a - - _md� Fim. 1 �Fni � - �__. _ PI.- l-2 Ti Y_ Y., Y.. Na N'� NUA IV^ March 15�,2022 PA 1. 1 1 _j ,,l� OCT I 8 2022 'j "' "' : " � I Virtual Review Assist, Inc - plans Review completed and approv*ed. . � i tar compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 Simpson Strong -Tie 2020 FBC Approved Products EM= Simpson Strong -Tie 2020 FSC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Ill For daredt Inks to 088T appri Isted ceim, CUCR HsflE F-w di Inks to fill SST Wrovs� listed h6cil, IlLri Fordireel pnk% I, &14381 W.Irwid, listed bei- For dract Wrilis tosiSSTapprovols lisked beiviv 1_�-K 4LRE. (D For addrional Infornfrotlon regaraing Florida's Statewti1c Product Approjal S�siem and Ilf"mr-Lade County Nonce UrAcooplusi (NOA), FIX Adiduoral Infornotion regarding Haiti 5tiltewdt Product Approval ilfdslecr amn AARmi-Mr;f, Couot�Tlroli nrAnrArptarioAr �tIQA)CLICK Fat fr4ircung -Ioljdar, r3telewice -rwljci Appl*,W 5�stem w4 rAfm-DitfliI (,ounty (NUA) g�� C= For addilloqual information FaWcirng Flarda s,'AaW.4de nrodifiel Approval 4tastem and IflulnI Cordly Nctre 0 Acclipoeme (NCA), CIO -0 I HUS nangers, Face -mount hangers available In Wdithis ranging, in 1-50' to 3- ft2gliicif Model, UMM bar or NaM 12U N EE2duct Model. dgm be, Harris Pigaucl DescaULIV version (HUSC) avalwicII& !or models haveri widii eriusito or I 7iten Stainless Steel Concrete & masomir screw (TTN-SS) Im"diametisi 1 AZI r A2' ,, AM, A54, A;�i A44 Arg�" 1 1 BTB61-H brIck Ties L_ 3 APB44r APEA4R ARVID166-APli APB68AP588P, APS10IO, APa`010,R, ATTI�IS44, OAd-ur Accents Post &jsi C-514. CS16CS 18. CS2Li C522 Coiled Suapi 92" arid heigivis rangRug from 9-1)4" to 1611 4 APDJT 2-4 APDjr:P-d JWID�2-6, APDJ-r2R-i, A-VOOTZ-4, APvD_- r2R4 APVI)JT27-6. Outdoor Accents Derk. Joist I lez CTS218 ;�,�mvrisssior,,Teri 5I--p 14 LU24LU23, LU25, i Face -mount hangers 0 Sit, d =a Plate be 5 WC26Z, LUC21C-C Farr mount hangers - -0 0 1 SDI 01 t2osb Accents Con In ecto r Screw 6 APHH46, APHH40R. API. -Vol 04 APHH61 OR Outdoor Accents Hea vy Flanig ef 1 VIA, H10A,, H2.pA, -1162 17Z HlIj H16S, HIS-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-V1 6" to 4 Q) CL 2 SDRI 12. SD9212, SDI 0112, SDI 0212 Stroing-Drive SID Connector Screw 6 APL4. AFi APT4, APT6, APVLA, A PVLi APVT4L APYTO Accents t. arm Ties a FiGi HGT-1,;HGT-4 Heavy Girder Ted~ 5/8" and heights ranging front 3"to 10-15/16- U) ii Hurricane Tie - Hnavy Stud Shoo a hi seres hanigI Face -mount hangers a�,ailaii in withs. ranging from VRM (15- Straight Straps 5 -3-IC122434. SDCP21254 sUA-P-22614, SDCP2270i SX-P22658 SDICIP22--2912, Skorq�rlvvo SDi Timbi Screw 10 rJT-,1,Z, cj,r4z, C'JT'5Z. CiTIV Con -Tod Joist Ties 1 _ FrS16, HTS20. HTS24WS28 H`IS3�0HTS�30C Heavy 1, wist Strap MUS26, MUS2.8s Face -mount hangers Doi 4 Ui �t T id, H.TSO16KTZ HTS020r-7- Heavy Twst Strap SUR SUL. SURC SLi sense hangers Sk�dface-�unthangeis�a4ableinv�;dthsr�mgingtmw.l- 6 SIDH.R2,7400, SDHR27614. SDHR31614 Strang -Drive SI)HR Corittot,44oadd Screw CS Cry Aiali Stop 14 LF TA Lchl Floor Tie Anciror still to 3-9t`116'and heigints ranging from 3A/I cr'to 13-34', 7 SDF25112 EDS25134, SUS25-WIX, SDS25,212, SOZ-2S300, SDS25-312, S=--4- Strong -Drive SOS Heavv-Drity Ccard-ir,,rdar Screw 13 FC-4 F1_6 From li Clips 'S LSTA9, _STAI2 LSTAIii LSTd2di,�STA30, LSTA3-_ straigh I Straps Concealed flange. vans-m. (SURC, SULG) availawatar all double SD8255LV SDS�25BDO, SOS258M Foundation Wgl� Angles �A LSTIA9, LSTI73 S7ali Strap- 2X and 4X models; only acotteflange a; conceaked. L-1320 I Grdgirl 21 U woes haffigem Face -mount hangers availlable in widths rarging from 1-9116" to 11" ProductModel, Numbgror Name 2-1 LCE& Post Car, 123 MIST il 8 K,, fVI 1_37 C68 IM3 P�Bent 6'_%apS Sea X Fr"iAct Model, Number or Name E[liiduli Descrioltun I ATR318, ATi ATR518, ATR314 Threaded Rode, Z: LS30, LS50, LS70, LS9O Skevable Ang 24 IVSH26, MS TIZf;l, MST148, 101.� F �craigrlt Straps I BA series hanger-. Top flange hangers jvaicri in widths ranging from 1 V16'to 7- 2 ATUD5. A71JD54e, AT UDG, Ai A71JD9 �, A7UDI 4. ATUDI 4-2 Aluminum "Itke,Ull 011r3-n 2_3 LSC2 Adjuslib;P Stair Stringer Ccrinector 25 M"S', 2, N47 Si 8 VTS c TOTS20 MTS?1jrC", ry IdlwTV 711-130C hfaoium TwM S�rap 118" and heights rangingfmcurn 7-1a'to 30". I - DGIolp!seriers harfge� Top flange hangers available in widths ranging firom 3-tii 7m 4 CNV%13l6 CNW 1 �2 iClfTW'5,'5, C Wi 4, C 1,118 - CNIV614 -5,18 Coutrer Nuts L5 LSSR 1 3 11, LSSR2 I, LSSR2 5' LSSR2 N5. L SSR211Z LSSR41 0 Fie-, Adjustable SIopea�IE1dklwvufi Hanger 7 RCV`�912, RCli vv,411 6falring and heights ranging from 9-IM" to 24". 7 7, CTUD87, CTUD88, QTui Couprrn� Take -Up Device 26 LTP4, LTP� -1 FPS1 % Rp!�Q�_ RF W- Repair Plate Strap 3 OGF series harigloa Top flange hangers available in rsdths ranging from 1 3- CT CTU DW 27 MUI�Z, iML247, NIL28�1, MI-282 tAL2107 Angles To i Stud to plate Connuccor Q�" and heights ranging from 7-ItV to 24". 6 N3N4. NS. NO Heavy Hex hum 2--- NWHa Roof Tie -Dawn �0 t�F�I, Si SP4; SPfi. SPL% Stud -late Tle 4 li series hangers Top flange hanger-, avalable in %vidths ranging from 1 4alr'to 1� 7 RTUD'r RTUDI RTl RTUC4G RTU05 RT"n-1-1. RTUD7, FZTLID6 Rtdhv-brlgI.k�-Up Device 2- sdAlHC Hinged Roof C unnec-tor 51 SPH4, SPH6, SPM Heavy Stud Plate Te &8" arid heights iangirgfrom 9-114"to 24' 8 `UjDa, TUD10 Tai Dev ce 5,11 MULU215, MIYILI PAMLU25, Mlirti MNILU210, MNILU1211, MMi livilill-1-1311 Face -Mount Hangers 12 SS1 5, S&21.1- S153� S15-4.5 SAidShoe 6 EG5. EG7, EG49 set" hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 T Ul Take-UpWasher 31 RE3C RIROP Roof 8crondi CJ,p. srjTL1:ii�T,ST16 z-,T227E--'Q-2,'312'121,',�,T-211�I SI22215,S16A5 Straight Straps 718" and heights rainging from 11- to 32-1 l7' 11) URS13 W Upirift Rod Run Tei System, 32 RST 3 RootTie-Down 4 T F2 T, f K-,C 16S6, -1 PA.2, I R48 Ili � III% TRBD Tension BrdrI Ing Z, EGO series hangers Top flange hangersavailable in writhe ranging firnin 3-5/8" to 7- 11 U R84 -IP-" UpIll"i Run Tiedoi stern 33 R7022Z, R7C42, R7C2Z RTZ�44 Rigid Tk- Connectors '.IC, 7ViR 1 O TVA',', 7AS 14 -Ai Fda-i 1!4" and heights rang-ij from 11-14" to 32"' 12 U RS6 Fff' Uplift Rod Run Tedown, S� .- 34 STC STCT 07C HTC4 TrussClips --ils v7,r, Verable P,10d Gilder Tiedmon 7 GI-S series ha-,i Sonddle hangers available in widths ranging ficim 3,14" c 5-715" 13 URS6 3M` Uplift Rod Run TiedownSlstern TC37TJC57 Tru.ss. Jack Clips VVF 1116, V V F 111 IKC, lirfl =� �226. WE I 2'a C, VV 8 14 3 C Wall 611 an-, h-eghts ranging from a-VZ' to 1,9'_ Panel 51fiffili Clips Z GLTV series frangrids. Topflangehangeli- le in vAdths ranging from 7- FLM0441- 9 HB series hangers Top tango nargers available in vildths angingdom 1 -Pilff'to 7- 5" Ellodulg% Mpotel. Mum 4#6t or Narl Product Diin�.qrjpltlon 509 Pr"llot wool, NUM Iti pr N001) I, FICLS sere& hangers Saddle hangers available urriefidths ranging from 15-11l 8 7IS' I l Hold-down &q# Product Model, Number or Name Product Description 1 CDl-12 37x5 5, CDfT`.17x7rd3, Crl-l.,'217xi 75 C-c-ca6l hangers and heights ranging From 10-VZ'to 26", 2 014, HDC1 W22 Hold-down I AHEP Adlustistrie Hip -End Connector - -I'dw, hdriqffis Fat-e-rnownt (DU, 0HU) d-fri flange (DHUTF) ria-lj is HG_T isef lss bfilec" Top flange hangers available in Widths railgirrilfrom 3114`llo 8- $ H00a, HHD011. HHDQ14 Hold-down 2 OSC2L-SDSS. DSC5R SD13* DS:CdlI__SDS-, Drag Stnit Con rintors availibli-- irvndb�s ranging fm� I -all 6't. Mil 6" a --d 1wig-rTis 7,18" arid heights ranoicc from 7-VY'to 37' ranging from q-1!8" In 23-15!16'9 4 HOL-12, HOU4 HDU5 HDL18, HOW 1 HDU14 Hici ? GE30 Gabilp Blade Connector 12 HGLTV series hangers Top flange hangers ava�ed le dd widths rangring funim a=11X'tc 7- 5 HPA28, HPA35 Strap -style ptorlin anchor 4 HCP1,81 HCF>2, HCP4 Hip Corner Plate FGU3 63-SIDS, HGJ5.21&SDS nIGU-,dd SCS, FIGUT2� 118" and heighis ea m 6 LST1HD8, LSTHD8RJ Sbap-styie hold-down 5 HHRC22 HHRCd2, HHRC42.2 1 814 HHRC44, HHR05 25t3_2tr HHRG'5 37ra 12, Heavy Hip to Ridge Connec1ors SDS, IdG J9 OC-SDG �3 HIT series na ng-- rs T p flange hangers available in wddrs farina from 26M(Y'to 3- a MPA132, MPA144 Sloop lt)�., purlir arldhor C, ll�RCI 81, Hii Hip Ridge Ciannec-lot ai$` arid heights fenging frorn �� 6�1 0" to 12-Tla" 14 HUB 17 seneshangers 'rap flange joist hansom nddiiani in widViss _MC 9 PAI& PA2`�, PA20, PA35 PA51, PAISS Strap-styie, purlin anchor 7 LRU?6,LRlJ28,LRU21C RIJ212 PafeT Hanger HHCV5 2�1>SD�S, HHGU5 50-8[iS HHGUS G_f=�-DS HHGU7 MSDf, FlGLITY 25.SDS, Face -mount hargard heightm tanuirg from 5-Vii to IS -Ito' 8 LS0215, LK-LJ28 LSSL;i Lvinif SlopeablefSkewrrtd� U Hanger HUTF 6 H Ui ser hangers Tap flange hangers ava-lic-ble in wdhs ranging from -13116" to 5 PHUS-26-2 l-�'US�w-2, "US210-2, HHUS413, HHUS48 HHUS41 0, H 4US5.5C1I 0 Flrc�rnourir nan, 1f2' and heights ranging from 3-7tl&'to 15' Concealed flange cars 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413. THA41 8, THAC41a, THA422, Adjuatable Truss Hanger 7 HSUR HSUL. HSLJRC, HISULC series hangers Sluamiurl face-mounT hangers available in wilms rariVng from greater than �gfl 6". THAC4�2 THA426 THA422-2, THA426-2 N' In 5-11(8" end ha�t*- ranging from 4-3.14" In Hi series har4sars Top flargre hangers available in widths ranging from 1 7- ,3 THAli THAR4,22 Skewed Trues Hanger 17 HWPH series hatirle rs Top fWAge hangersa�icfabdr in widdis ranging from 1-411610 7 15 7HJhA2-4_SOS3, THJM2-5_SDi THJU26, THhi Mull Truss Hanger, 9 HUHrJC series hangers Face-mciurt hari available in widiris rangn.gfrom I-gl`16'tc 7- g ITS sairies hangers Top flange hangers available in widths ranging from I 9116'to 3. 16 TSBR2-24 Truss Spacer -Restraint '12" and heights mingrig 1frow 2-719'ro Ifli C-cric-led flange Fil'T" and heights ranging from to 16' 17 VPA2 VPA25 VPA13 VPA35, VPA4 Variable Pitch Cionirracter. vepiron (FIX) availacle for aii models having width equal to or 9 _113 series hang��, Top flange hangers a�fablo In vviddl of I-"&'2nd heights 18 VT�,R Valty -Poss Clip than 2-sall 6" ranging from 5-316" Ito 7. 1,14" 10 PUIC01 &1�9-SDS, HU(' CI 6111 16sDS. HU,-Q210-2 K)S, HUCQ21 a-A-SDS. HUC031 0- Fice-mourt hangers 20 JBA series hangers Top flange hangers available in Wdth of 1-9116" and heights E= Simpson Strong -Tie 2020 FBC Approved Products up"ed 12roow2o Simpson Strong -Tie 2�020 F80 Approved Products Updazeu l!l3l_ilA1.2rj Simpson Strong -Tie 2020 FBG Approved Products Upoi 1 2,15V2020 Simpson Strong -Tie 2020 FBC Approved Products Lfpdd�d l2i3(ti ruir dill Inks o till SW icrpawii6 Ued bacriv, CLICK HERE For dir�l Inivs to all S8T approvals 115ted beforiv�71K�K HER E = Fair dire.1 Knk:i lour SST edjrfovd� 1I oeiviv. E_� I.- ii�'- PRE, M= I'a dili li tp 0 SST adornwals histad ovimw, C LICK HFR F_ For tuldillonal information regareing Florida's aiatewidit Product Approval %shim and Mideff-Dadt, Courtj Notice of A"-eprancir �NOA), For additional inforrinrolon regarding Flori ailewidis P-, oJect Approval Sjsrem and vlarmi-Datl Count� Nawtof Acmpterice j4QA;, -at fegfurding Florda'� draw-- 1-jiscl, App"'o'l M w. Q�a I it Jcu n t N atce- d Ar c a D t a ri c N E For addiamr-I'Triouriction ivalfriding Florida i Stuftr*ide Producl Apprudal Sysli and Mairni -i Coimy VaNce fd Arceptanctf ifJOA�, ;', �r. ZI LB series hangers Top flange hangers available inmdthi of 1-9116" and heights ELIO IM9:115 18 S)LBVI.58, SILSV1,31. SILBV2 06 SILBV2 37, SILBVZ, 56, S-11-6V2.68 SILDV3.12, Top Flange Joist Han4�fi -3 SET-6"(P Adhesive Anchivir forconixete fang Ing from 5-3ts" to 16-1 SJI,5V3.56, F�'LBV3 P_ - SILP-V4 U6 17, FI-EV4 25, SILBV4675 50 6 Strang -Bolt 2 1 ST92-ASS, RT82-(ISS) Stiong-Bolt 2Wedgef Anchor for concieteavaitimilain carbon r -.p -feel arid Types 304 and 316 stainless steel Lei serilre hangerir Tot, flaingre hangers eversible in wotn of 1 .911 e" and Tetighm Fmgg�t MUM. But Lxd� Emaggi Ns�,- IP11213 '�j%T T20. 9DTT-,Z SAF-FUl 4, H7 14. H T7 Hokimdrs T a rigng from 9 -& 13" to I 3-V8". I LIHIRR21n.1 HHIJ�321104 Joiu, Hari 110 GINISITM, Sili, 2 _`�u aps 118 riul 111 7 7 it en H 0 iT IT 0 -L 'r HD- HNIG, T H D - 144S-, 0- TRISS, 71-10 013, THC, I Pen HO Heavy Duty Screw Anchor for concrete and marxlnl�, IdLr� , LEG5, LEG7 series hangers Top fiarigre hangers available In widths ranging Iran 1-1;4" to 0- 2 HRM, HR58 HRSTZ Strap Ties 21 1, Stud Plate ries avallaNe vvith hair road ir) camon steel and Types 304 aH1 310 7l,B" and heights, ranging from 9" to 33,112" 3 Hk_1C1fW1O_2-SDS, HUC4210-3-SOS, HUCQ310-SOS 'foist- Hanger �2 SSP DSP TSP Stud Plate T,es starniess steel, of with countersunk head in parmon steel and 24 MEQ5,5VIEG7 series hangers Top firri hangers available inwidths ranging from 5-1X'to 6- 4 THG.132, THGB3. THGEH2, THGEH3, THGBH4 Jois, Hanger 251 _17C UTC Trussclip Type 316 stainless vteei 718"and heights ranging firnm 9'" S2-117' 5 THG3Q2-SDS3, THGQ3-SDS4 5 THGQH2_SDS36 THGQH_-,i_-SDS4 5, THGQH4-S[)S,,- inist Hanger 24 79= Truss 7iracf� Dagona i iten HDRad 0--aplidir (THD37634RC, THD50ii Than HD Threaded Rod Coupler for concmtr� -UZ?2 2RH7 Trern HD Threaded Rod Hanger for concrete 25 MIT hangers Told hangers availarbiern wki-�ts rainging from I -ii to 5- 05 . HKYAQ-3THGWJ-4, TIT�_,1-4 3, Ti �*,i Hanger 25 �IC37 T ru ss _,a,, k '-'a n ne cto f 9 Titan HD Th-reardiaC -Rod Hanger IT H D52�1 IvSRH THOW 71 58RH. 28 PF, PFB, PFDB, PFD,56 series hisinges TopiPlargisharqefs alrsiIarcle nivridilh ofIV16"and heights Wedge -All VNA) ',hiedge -All Anchor, for masonry 27 RR Ridge rather converter 2S WIP series hangers Top flange hangers from IQM6� to 7- 1 Prg�uqt lililddel, hIVmb-1_P_r14aMV eMdQgj DeKniefign §-ul Pr9di M06, Qe�-ZaR= FLill HIE, HISS, H18-2 Hl&?S Hurricane -1 fe - AT-XP AT-XP High-Strerigin Atdviic Adhesive tot coincri c- masonly FL;11110860-RO 4 14PTA12, HETAI 6, HEi A2Q, HFTA24 HETA4, Embe,'ded Truss Anchor 62G-KT, FCCLLQMD3 82G'-KT, I.Tasonry Per Ca ps 2 FT -HP FT -AP Epoxy Adhes&ictor masonry VET,li HETAL'it, �-TAI_20 Ennberded T russ Anchor F_-C�GLLQML)4_R2G-K ErC(,LLQrqDG5rr3-fdi zCCLRQM1OJA2G-l1, �__P _�NID4 62C S, Sil KP SET -XP H gh-Stfaingth Eiri Adhesive for mi�riscsdv E I AdA44, ABA"R! ABA46, ABA45R ASA66 ABAGaR Ad�i,jsrsfae Post Base HHEIA16 OHETA20 HHU"A24 i H-Av,., Sorbedded I ruiss Anc: I-GUMI,,25, IIILIA'Sbil, I-IGUMI7 00,11-IGUNI-F 25, TIGLIN1900 Heavy NOussonry Hangers I Tifei 2 1 FTN2) 2 ABU-44ABU44R, ABU4A_ ABIA46R. A6U1.5 ABU5�6, ABU65. A81,)66 ABOMR, ABU88, Adiustable Past Base L!IT2, LG r3_SD 52 5 'Girder T ledomin 4 LGION1126-2). LGOti L(,104126-4. LG UNi -_1-i M263 Lut lr,02!�-4 2�� 1 1pt210-2 ?.U%orry Bean', Horgem 6 Titan HO tTHD-H4SS, THD-HfSS. THD-CS6SS) Then HID Heavy-Du�, ScrowAnchor for com-letia avoularthe in 304 ABL,89R,ABU1010.ABU1Qd0R ABU1212,ABU1212R 9 1 La:f,ra; Truss Anch.r LOUN1210 3, LCUV121Z�- GUNI466 LGIi LGITM410 orS16 stow less iVwelwN i flex head, and 316sbarrilesseeelwith C_ 3 ASVV44Z, ABW44RZ, ARIAI ABW46PZ. ABW66Z, ABW68RZ AK%N7_T Ad ustRole Post Bare 10 METAI 2, METAlti. M--i At If- II META_,�4,14,i Emomdet TrussAnchrr NISHA3.12rg 25, N113HIA3 121-ii 25, M8HA3 51 25 ?%IBHA3 56M 25, VRHA,351311.25 Masai Top Flance Beam Mangers countersurk head 4 AC4, A04R, ACE4, ACB, Ai ACE6 Past Cap 11 MSTAN124, MSTAVOO, livii M,:;rCfja0 Strap 7e for Nilasonrj NIBHA3.56ii11 FS k_r11A35&14 MRHA3513,11n MB�A356,18 MCHA55(11721-1, 7 Titien Turbo Then Turbo Screw Anchor for conorele or madur-if e CIO FCC, ECCU Series Bolted colurrin caps with Wl ranging from3-IiA` tc �41l'2'and FL#1 I J'Ardl �Ltil NIP-05 ",09- 25, N,Th IU5 t�,C'Vl 1 '-15. NABI-ILS,fAll 1 Ba mefrtjs Tici CIO > We ranging from 3-5)8" to 7-117 NISHU5 1,0116, Seg X Peadurot Model, NumtII-gL of Nam Plod uct Desc rhatfoll 0 9 CCO-SOS2.5, EC0O-ST)S255 Series Scli column caps with Wl wging from 3-Itil" to 9-1f2-and F I aa_* Product Model. Number or Namrt EM"Z22LVIi X343101"K� XIS1016, X1 9101 a4K XQj 81015, XQJ 81 0103-41K iiii Strong-i X Motel Self-Driliing, Tapffiri Scirews with #3 W1 --a rang from 3-&8" In 74!2' 1 D-ITIZ Deck'Tensiop Tie Drill Point HD12L H019 Bolted Hofdo�s Fl.�#j 3975- - XLQ11 4TI224. )"i 4F_1224-2K 412-24 Stm nig-Drive XJ_ Large -Head Metal Self-Driltin i Ta aping 10 CPi CP766Z, CF-r&-=Z Conf:aaKA Past T is Base > 11 E012144A, EPPA4, EPEA6, EPBW EmL&cded Post Base 3 H03B. H056, HD78, HDR5 Bolted Holdowns Screvis with #6 Drill Point and Large Diameter Hex Washer Head 12 FPS47 r-7mbwidod Past Rasn 4 HTT4 HTTS, HTTS-SM 7enti Tinis Sea N Product ModelAumber or Name Product Biescription 31 YlAC1 14SI-+ dAii '4B'2�r4-21K 412-24 Strong-Drdeiri Mradium-Head Metal Skfif-Drilling, 13 L�Z44, LCB5f Embended Colurrin Uase 6 i LTT20B, LTT131 Light Tension Ties I SD"W:2317,10, SVIV2Z3W, SOW22436, SEr'L"1Z'2458r SDVV225OC SDVIZ2,500, 5DIN22638 511 Dilve 5UAf etilrn-PLYand TRUSS -PLY Surein-- Tapping Screws Aith #5 Drill Point and Medium Diandater Hex 0 < 15 ivips."Z, NIP6867, Nipaw Wnrent PosIf Base 2 $CV41,158i Sarovig nr,veSO'i,VC TRUSS Scfew Drill Point 10 P-:44, P644R, PM, Pb;W. P80IR Embedded Post Base ELO-NMR-2 .4 '6DVfHli SDW1H194GQGB, SOVVH19600DR, SCWFlQsf,1QD&' SCN1dHjgrlWOD6 -$long Dtive SVWF TIMRFR HEX Screw XU�4SI0110. X-1:348'010-51K 010-10 Strong -Drive XU %%tal Sel-Driting, Tapping Screvvs, Veth =3 17 FaS44'� PBS466 PBSi Embedded Post Base SDVV"i S0VVH275r0,- SDVVH27nud�L --LjNH27100Xi, --_-DVV�121)i Stroni SUAT4 TIf0__R-"EX H DG Screw #1 Drill Point is P__V6. PBV 10 Round Post Base Seg# Prodii Model. Mum, ber 2, NQrno PE2duct Description 5DWS16212. SDWS115300. SDVvS16311, --DVVS--,W,)3 SMIS FR�.Ni �_ctvw posE aadf, 1� SDI.NS;'al I 2DI313, SI)V452--120913 CuT000f Accents Structural Wood Screw OSSCB43.5 FXSEX94M, DSSCB48CrSHS By 22, RP� Retrofir Ppst Base FL#13872-R4 9 SDii�132730OSS6 S'-)%NS_274`Y)SS, S�DVVS_27�� 8S SDVVS2,1600-_�� SDWS276' XSS. Strari SDAIS TIMBER SS Scre%�. FCB435 FC645.5FCS47 5, FGB�IQ 5ZCB411 5 "ass Framing FNero-Clac -corinector Sag X Product Model, Number or Name Product Description :InU AN, 13 4 0 0 Snrorg�Driva SUMV SCLET-O=RIM Screw FPHSD34912114 IPPWSL)3481214�11K Drilling, Tapping Sere" CIO 2 FRFP Flat Retrofit Foundstion Piano 4 L-37112iD. LSTA33, LS1f49, 1,57173, fOSTA9, MS7AI2, MSTA15, M,1,3TA1$. MSTA21, Nii Straps 43 mil (18 gal 7 3,0843 5, S0945 5SCR47 5, SOR49 1, SCA411 5. MSCP455 MSCFA� 5 Sypas5 Framing Slide -Clip Connector R,GH61D-6, CH61D F 0 LSUBH3.25, 'U'HS "r M""' BH5 ' '5 Bridging Connector AS 13. AS 1 SSZi AS 6 'Aga Tr liss Pates 9 WIW3 25, Fhead-&-Wis I Slider-C!lp Connector GI ST512, 061-7612, GLB7516, GBLTPI6, GI GOLT620 Glularn Goering Plate ii , LTSI 6L LTS'n, j TS� LgInt TYLStrapr AS-20 20 ga Truqb Plate 1=: SSBS 518 Bypei Framing Slide�'Vp Strut Connector cia 5 1 a, .51-22, IVISII C-28NISTC40, his TC52 Straps 54 frill �,I 6 ya) 4 ASHP Hinge Plate Ccurnieurtur 17 XLSH34BI414,XLSH7e81414 #14-14 Strong -Drive XLSH Shouldered Self-Drilking. Tapping a SIBA21218, SMA2 12MO. SIBA:1.12JI12 SdBA1121'14, SIBA4_1816. SIBA4_18110, Top Flange Joist Hangers Sag 0 Product Model, Num her o� Name PreAuct Description SHEET NO. March 15, 2022 PA 1.2 \[ A virtual Review Assist, Inc. plans Review completed and op| f8r compliance with the 2020 F8C1 byDebra Anne K}$hrPX23( OCT � � �#�� x = ~--' �� \[ A virtual Review Assist, Inc. plans Review completed and op| f8r compliance with the 2020 F8C1 byDebra Anne K}$hrPX23( OCT � � �#�� x = ~--' �� a) a) r_ U) _C0 (D -0 > MIAMI- WLUff-D AD E C 011NrTY PGT Industiles. Inc. PGT Indus Inc, r- a) 0 L_ L_ FRODUNCTCONTROL SECTION P!L.T Indusnies. Inc. (D CDL 0 (D Q- 0 112:05 SW 26 svift PQ0M 209 NOTICE OF ACCEPTANCE: EN"IDENCE S1'B_\ffT`ED E, NOTICE OF ACCEPTANC EVIDENCE SUB113TTYED C= co -0 D'ELPARTN,IE,VT,OF,REO:,�t;L�,^TOR'YASDECO.NO-WCRES,O MCES(Rflt) "WML Fonda 3, 3 1 73-Al, 4 N01ICTOYAQ PT.-k,NC"E:EN-IDF--N(�ESI-B-NUTED -6-0 (1) SOX" AND CODE ADAM, FISTRATIC N_ DIVISION T(7W13,if-2�W F(746 �315-!599 NOTICE OF ACCEPTANCE (-\-OA) 1. ENidence submitted under pyexious NOA D. QUALITY ASSMA-NCE Cn =:3 CU - co A� D&kWINGS B. TT-SiTS-i-courinued) 1. Mani Da&Departrient of Replatory and Ecowunc R_-soufces (RER)- (D -0 0 -0 0 PGT Indusnie% Inc. 10701 TvchuQlogy Ditt. I Nianufacturer's die drawinesatid sectl0las, -5. Te-streport cm It) Air Itififtm tion 7 per FB14c, TAS 2 02�94 0 0 North Venice. FL 341*1*5 11-610704) L, -NIATERUL CERTIFICATIONS 0 LL_ Drx%v No. _NID-55�0.,ft_ tirled*-Viavl Sliding Glass DoorNOA(LMY�, sheers I 3) Wate;. Resi;tance Test. per FaK. TALS 1. Norke of AcceptameNo. I."J_421&14 issued loVisian ExtmsionLirllited fbrtheff 0 Thj5L Is bt-eing issued, unatkj� the applicable iule�-_ and rego1afions goveraing the use o IF cons on material& The thiough 2) 1 of 2 1. prepayed by =netacttuer, dated W0515_ with re'nsion A dated 4) Larye Missile Itupract Test pxr FBC. TAA� 201-94 "White R%-W P1 -CE iverior Extirusioas f or A Indo" and D oars7. dated n&.; 1 3A 0 > -0 E 0 doc=en tatosasubiuitted has bee a reiiewed and C'�ouuol Sectiouto 04 IX T signeel and �eakd b7�r A. L%rtml�uer_ P, E - D4 5 C'yclic Wind Pre; 1re Loadingpei FB�. � TAS _103-� ex-M-17 Ing oni)9-30,19. U) (D be used in Nfiami Dade 0-cmary and otherareas where allowed by the Authority HavirigJurisdiction (A1:0)_ 6) F orced Enny'Tes,_I. Der FB iC - TA S 2 0 E_ 494 1, Notice of Acceptancel"o. 115-0920108 isst "- toVisibu EmmsionLiniited ftirtheir U) 10- C�_ TIris N10A ihall not be vali-d aftertlit expiration date stated b�ekw_ The Mlaali-Da& Counryproduct Control Sectim B . TESTS along w-ith niarl- -up drawings and rrtz�latictn diasram of vmA sLhdinE zbss door. pre 100 Tan 2101 and lighter Shades (Non-'Mlite) Rigid PVC Exterior Extru�iwns for an Nfianis Dade County) :m&orthe.AF_J (m areas other thanN&ami'Dade County) reser ve the righ t to have this 1. Test report on 1) Uniform Static Air Pre&SUre Test, per FBC. TAS 20-21-94 byFenestration-lestin L-:-tb.Inc,.Te.stRepLyrtNo.rTLS.; -dat, J !�-061555, signed and 9 _19 ea Witidows and Doors--, dated l2j%'16. u4ming on 11291,2 1. for productornraterWfaih topedbrinin the accepted 21) Large 14issile Inapact Test P&_- FBC. TAS 2011 -94 e.,� sealed' 16,ilini-_ Ortega- P_ E� (Test report re'vised. Lin 12,1104:115 and 0-11 1,�16) 3, N, ati ce of Accept ance o, I " 5 18 � 15 is to Vision Extrus Littaited for their ion IlWmaer, themanufacturerwill iacurilotexpense Ofsuch tening and the -ART may inu-nediateW revoke, =-Odif�. or C, yclic Wind Pressure Loadio per FBC71AS 103-94 N 6. Test report on 1) Air Infiltration Test� per FBC � TA S 2v,� 04 --Brown Coated (Painted or Laminated) INIfte Rigid PV(` Exterior Extrusions for vto-pend the use of suchmoductOrmatefialwithin t1teiriurisdicti along with narked um, drawings and instollation diagram of vmnd slid=- Wss door prepared 2) Unifonn St a I ic Air Pres, sme = 71c s t � per FB C. T-A 02 -94 Windows and Doors' dated 0&1 -1 f 15. on 09W19- a is deten=-ed b ),fiami-Dade lUounly Pioducc. Coat-ol Section that this produet at material to ils i o acceptance. if a y by Feae�rttafion TestingLab, inc., Test Report No. FTL 8717, dated 5.siginol and 3) Watef Resistance Test� per FBC. TA- 24)2-94� 4 e of Acce-olance No- 16-0`1102 i&iarmlt to EINTIE-157-GI Fento-m-ration Solutions USA - meet the tequiranerits, lo f the applicable building code. Tkis product M approw-of as desctiliedhetein andhass been druiped to comply with the Flantla Building Cot� g sealed by Idalnh,� Qrrega. P. E� ("Iest rep-ort revised on 02151, 16 and 02 11- i 6) 4) Large Missile Ityajact Test -istr FBC, LAZ-0 201 -94 - Inc " f or ther-TAN 3 0 4 0 a a d Lightei �, S hade s (Non -N% 1dre) Rigid P VC Ex tei ior iw'-i�th.2!hahVelocityHutrican-- Zone- port on I Air Infiltration T C&I per FBC'- TAS 202-94 I Test rek C -03-94 5) Cyclic Wind Preseture LWM4 perFB TAS - Extrusions for"indows and Doors" dated 0915"dd- expirin g on 01%21 D E SC RIM T-0-N � Se r i es ' 5 5 7 0,12 77ft -in -v I Shdin G la D oor Re into r c t d,) w �,�n 9 C P & 1350 c o ruer s-L. M1 2) 10niform Static Air Pressire Tltsat_ per FLMBC, TAS M_-94 along and installat ocs diagram of vinyl sh OOL Preparest nnriwd-up dfawmgs - dinz 71 ass d 5 Norice of Acceptance No. 1"712.04 Lwied io ENTERGI Fenestra hion Solutic-ms USA. iltades -C AP PR 0 N *XL D 0CL1,WL NT- Dra wiug N11 o. XED -5,570 � 0 Re i,- B, at led "Al' myl Shdikg G las s D ccr N O�A (L'Iyl) ". sheet _2 yl Ak7atef Re,;istanre ltstl, jie�r FBC. TAS _V, 01 -, 1 b%, Fenestration Testing Lab. Inc., Test Ritejx! rt ETL V ated 121,04:r 155, smiced atid V 1 d. - �.l " - Inc- for their "Bronzt- and Lighter S of Cap Coated Fig m= P"I Exterior 4) Large lklis&ile Impact Test per FB('. TAS 201-94 scaled by Idalinis Ortega. P.E� (Te,st report revised OUO2:4',;2016) Extrusions for'Windows tand Doors" dated 09,1546- expirina ori 04;162`10. I dwouggh2l of2 1. prepared by 3nanufacturff. dated 1010515 and last revised oa0'_)`0L'21. smwd and sealed by - �;) Cyclic Wind Pmswe Loading pff FBC- TAS 20:3-94 7. 7, est iep0q n_tn 1) Unif-orit Static A sr Presaire Test, per IFBC. TAS _202-94 6, N-1 otice of A cceptance N o. I 11- 0 3 iw ved. to ENERGI Fene s=tion Solutt tow U SA_ ik= L-v M IX-Ifllff_ P-E__ beariag the Nfiami-Dade Counn, Pisduct Control Reim I sion stamp wx& M_e Notice Of Forced Entnt Test. per FBC. TAS 20 9- J Large S-vitisille insaact Test oef FBC- TAS20 1 -94 Inc. for then -Whire Rigid PVC ExteriGr Extrtisions foi, Windows and Doors -dated Acceptanceimit9m. - and expiration date by the NLia=�Dade Couur�, Noduct Section. q uh niarke-il-up, drav;iL�oaud installal: im, d- of vitnrl sliding glas5 docrrt prep alcrag kv, ared VN7ind - si.ire Loadaig per FB tCl-', IkS 203-94 3) Cvd Piess 101,17,iexp�fin OUGI-72S11118. Z AlissuxbmiCT KkMG: Large indSmallXfissile Impact Resistant byFene-strationTesung Lab- Lac Test ReportNO,TTL 85=41%_ dated 1110615, signed and along -with anilced-up drau and amstrallation diagram of vinyl sliding gins "loor, prepared 7, Tes; rep= No(s). M-002-792f-A). 10-06-NNI(j -27. 5357-53-09- per AS'MIE-84. Litnirations: -0 -m 04 an cj�f i :10 16) sealed hV Idalnus Onega. P E. (lest report rmsted L 0 1 d - 1 r - Test R�port o FTL 6638 ipk -1 thfu land bv Ferrewmfioll Testing Lab- CS Jk A 17�-f D 1�07_ and AS-IMM-635- issued bv- E=_X0VA roVk1on Extrusim forcellwow 1. See table 1 (!�heet.Di, atad table, 2 (sheetq forapplicableSGI) unit sizes, do_w,�gu pressures- reinfomementstypes- 0 3 Test vepw on Air Infiltration T tnt per FB(' . �TAS 202�94 mid H_ 1 IV- u�g i4ealed t Jorge, A_ Causo. R E� (Sub. itted undff N0.4 Xa 1 1, composite n enal, nichor 1: ,;rcut dseenve qviulerneans in, I I tium 16 ype--All tuer'�-- e�e tabler, R_ _1 & 13-'gli� sheers 73) anti 9 a, � '2) Unifonn Static Air Presstwe Test� per FBC, TAS 2�02-94 gued 616" 04) lbnfifled rankly AA -6167 A,0 11 1 7� 0�) 2 Tu8010huep%1C'_ Tan(N-lon-whise-1 R��md PVC and Bro-tim coated (,Rrmuedot!imuwted)white R�OPVC robe Z 3 Witer Resist ince Test, per FEWL, T. S 2 k 8 'test report on i Air Infiltration T--t. per FBC� TAS 20-2-94 VO S� Notice of A"eceptance No. 14-0916-11 isAied Kurai;ky America.. LUC- for their 3. Es operable doors niust cosuply with rnta clear width or hei per FBCrequitement. as t applicable- Lvge Missile Itupac Test Per FK� TA�;� -101 101 P 1) Unifonn Static Air Pressure Test. per 1-BC- -44 ex - mg o 0-i"18. -Senn-rGhast (Clear and N� lirrerlayer� . pu a 7 smss 'eh 4. PolcketvviU% tw<knr aeparateappcaval. to bt:e-.de%&*dbyBr;i1du1,F 5 1 Cyclic 1,k'iad Pressm- Load,�,q per FBC. TAS 203-94 3'! Wa-lef Resisamnet Test, FeT FBC, LAS 202-9-i 9. Nlotice of _15icceptance No, 16-1117,01 issued to Kurmay Anxilca_ Inc. for thm LABELI.XG. Eachumt shall beer a pennarim-i libel with th-euiturafacturees name or logo- city, sta te and series,and 65 i Forced Eurre Tes-L_ � ter FBCL, 1AS 202-94 4) Latgo Intpict Test per'FBC. TAS 01�94 'jCjear� -B A7 ULJJJ.�, a d Color PA Intertiri-et-,"', expiring On OTV&119� Clear, 11 fbnomv tug statemexii. ved". noted lic--eui I pro along with nadxd-up dra. wings and instalbrion t1mg-rarn of viftyl slidin"a giass doof� p%epared - 1) C y, Wind Pressure Loadingper F`BC. TA_ 203-94 W TO' ;� R1NE1N'_A1.0fthis1N A hall be counderedaftei a renewasapplicat has been filed ind there has been no Fenestration Tesrm�g Lab- Inc., Test ReportNo.FTL85547. dated 1-1-104. 15. signed and 6) Forced Entry lest, per FBC'- T-kS 02-94 F� STATEXIENT N_ I chatige in the applicablebuildnag code new-ati-mehy afffectim me p ed"013MIX e 01 1" k 1hi ega. P_ Jest iepixi, revised crn,02,14 sealed by I dalnus- Ort, of alorig ,vithmaik-e0--up drawing mS!ajjati0j1:dLjgfai11 of vurd slidir glass do prepaf �A-1 I S ta t envut k, er o f c on ance xith1FBCJ_ --a fanit; AlkEdition (2014, and FBC-4*Edjdou TERMINAIJONof thisINOAwiIJ occurafter the expiration date or- if thete hasbeen a re-visionorchange M the 4. Test report ctul 1) Air Infiltration Test. per FBC, TAS at tw F ene-�tr I oil Tes tij i g L ib- fn c Test Report N o.Y I L 6 5 37 (&'Intpl es I hat At -5 1 dated iji_117�issued by, n ==ufacttm. dated 09'1+17� si sealed by Lynn Tv P,F__ materials, use� andormzarulacture-9 The pfod-ru-marprocesfy. 0ft1-.L3'_N'0A 0� aneudorsemew of arry Product, 2) Uniform Static Air Presstge Test. per FBC, TAS Y _-0-A i 2,061- 111 signed and sealed by jorgle A- Causo. P_ E_ (Submi-Ited undff A*a4 Xi H- nrmst da ed 0+1 T issued W nianuf siwd 2- Stattalient letter of no financial in 3�i Witefliesistance Test, Pei _PBC,TAS 2102-0 sealed by Lynn INEller, P.E, it-,- tion. o f t h i s � INt 0 A s h all be c au � �t f o w rnim ah o n a n d r enitz,:W o f N O-A. Test ps I B 101-94 41 Larp liksile Imp-i-cr -T'F C", T - - Letterof lab, coalphancit, part of'the above test reports. AMN T RMEAU E _N-T The NO A nunbe r p tec ede d b Y the words _k11 ami-Da Lie Cou riti,. F1 o nt-A-11 and fo flowed b y th e Cvc lic '-vlv= oid P resexine L o a d fl__Z p er F-B C - Lk S 2 0 3 94 C CALCULAT 4, RER Test Proposal No- 17-03S dated 05105.17. srmed by Ishail CILmda- P�E. - 1faityponior-oftheNoAn dispLayed. then, ii shall be -2 F orced Ent ry T�ot per FB C TAS 2 0 -0 4 AM chor ven-fi-cation cal-cul-nions and u-nictm, aaalvsis. C(3113phirig with FB;. 14. donem its em. w. I alon g w ith Marked -up d rit Nv in g - and trol alka t ion d iagraill o f vi I sli d in g gla ss d o n- I pmp ated %arr , sizied and i-ealed bY Inei, rd ti,,, PG .5 G. OTHER LVSPECTIO_N� A copyotihis entneNO�k sba"Iseprowled-to the user the manufacturer orik- distritrutors and bv Fen tion Testine Lab� inc�j Test F-eport N:% FTL 8548- dated I sigatd -and 1. Notice of Acceplauce No, 15-1210, 0 1, issited to Ki-i Industries. tor theT Series Luc shall be available for m-spectioa at -ob sit- me -LeTmr the Bu sealed by idabanss Ortega, P_ E_ (Test repon revised on 0 1 �04 16 and 02: 11 16 GhZing coose S with 1"NIE-1300-09- --__-70f1-7fr VinviSfiding GJas-Door(R*iafoYced.-LA.Lr -expirin on 04: 1 *�'21 E -5r & E -16a 6.L we 11 a sa pproval dot unk-nt ni aid above, Uiq L Chau&, P�LE- 111hAq I C hv%uidrk,� P-E, The subrained dcoc wasiriwiewedbylstmq L Clanda. F.E. Product eoutro j T_ - ProdufE courrol Unit _-upffll,*� Product C'a'stral rnit Super-kar NOA INC NOA No, 21-CON:.03 -1 - NOA -Nea - 'CIA X Expiratfor.Irat#� AprH14,2.016 ExpirafiouElit*: Ap-A114.102.6 ExpimtioaDetw _AprU14�211146 Min April 1E �"dos Dxrw� Approrai Daw\iarth 25. :0-'1 Appr&%2IDatc�SlArth M20ii Dncer Xbarrb 19� N!1, E 4 ?GTInda,stries. Inc. G1 Windl-awLs and Doors, Inc, ludu-�i,jr!ijj(�5., JFL�_ NOTICE OF ACCEPT_�LXCLEVIDENCE SUT-1111TED, -NOTICE OF ACCEPTANCE- EVIDENCE SUB]\111TED X 0TWE Of A C 1 P T AN C, E E AMENCE SUWMX�D! Evidence Submitted uuder� pie-tious submittal E. New Eiidvs� t Submirrod 5. Qumex Part SuperSimcei-StaLidard coniplyingg with ASTI\11 CS 18 Thennal C"onductiviliv A. DRAMT��GS -0 8 8 1 B TU -ta. hT. ft _�_*F, A S TM F I ASS TM D 3 9 8 0-Ay gen--Pass, � A S INI E A DRAA1_rCGS L M-Aw. ing No XID- 5570. Rey B t 11 led -Vim. I lr'-hd ing G loss Door NOA (LN-P�. sheets )190 I,G_LDurabilif---TNo Fog-Pass� (. 6ndued i-Rderpre-v1dris NOA N�, 15-0469� Oil L Draw:_nzNo.-A1D-5570,0RevB,, led ''It'iriyll Sliding Gla&s Door N 0A sheers I X 6. Part Durasea ASTINI C-51S Ths-n-nal Conductivity 2_21- 13"11�-Ift' Throun 21 of 211 1, prepw ed by,iliancif -er. d ed 10 "O'�' , wid last re,,:,i!�.,ed ont 02 l'O 1,`2 1, 04�22!_V. signed and sealed by A- Lyun MilleL P-E. Quanex ccurolving with gried' and sealed bv A- L-�rnn.%Iiller_ RE. hr,-tv'-TY. A-SIM F 124-0 'vk7%TMPass� AS!' D 14334 Argon Pen an -Pas�i, ASTNI - 'in This revision Consists replacenlient of salne emsfiu installation screw with t1at head - B. TESTS 2189 LG 1:1tirability-No Fog, ASIM E 5�6 Dvv Point Developmeat -21OPF 48 his- I. Test repons on: 1) Air Infiltration, Test, per FB( �TAS30 202-94 2) Unifunn Static Air Pmsure Test, Loading per FBC. T AS 202-94 X7i5joa Extnisi Ltd� Pan- complying %vith PVC-A.43vLk 303-13- "Volunta--y Specificat. - ll� TESTS 3) Watters Resistance Test. per TFBC. TA 202-94 ? C- Exter ior ks for 'ision Ex ns. L b-%- for Rizid- Cliloride t V 4,) Larae Mi&sile Impact Tev-, veir FB;('. TAS 201-94 AANLAFenestrat' uE, InsderNt _N 10 X 0 4 OA n ALC U , 'LA='-rl()N$ 5) Cy clic W ind pre e Load ing per EBC TA S 20 3-94 .55 -Along wfthnm*:edJ4_T draw al-M in�on di2gsam of an PG-T Indusnies, Inc. �T t -03-13, 9- Vision Extntsi d. Parts complying with F N iTeresentatAleurik-SlistedW. and te-st-ed totltialify Dowsil 791 and Dowd) 983 sahivanes, U (Sit-hriritred unde. A'0.4 Xq� IJ -04(K 05) 7NLITY y Fenesl Tat, ion'Tes t ing Labmtory, I nc - Test Reliort-s N �o, prepared b! Nitk Ylu$-13� Itliolu uuy � ation for R'gid, Poiyvinyl Chlo ile (PI, Exterior 9� PV(_:_jkA 1A � Specific I Di QT ASSITRANCE FTL-78972. PGT PW55-10 PVC Fixed Window (urw- 6 in proposal). date- 0,0��01'14 Profiles for 'Vision Extrusions. L-rd-ATEX-1 by AAMA Fenest ion Exterior Profile I I%Iiaffli-Dade Depaitrimut ofRepustory and Econoinic Resoli-rces ITCEIR). CD ETL -20�210 �J, PGT SGD780A_lum:imw_Y- Sliding Glass Door (unit 7 in proposal) FTL-20- Certification PisooariL 2107. ", PGT CA 7410 AA mi C"ov, ing C -&-sernent Wfi-ldou' (unit 8 in proyos, 21) FTL-210- 10. Not ice 02 f A cceplartce '.\'O- IS- 12 17,14 issixte d to aergi Fene�� I tat T i or., tit) n - L-4-c-A � I nc for E� -ItLTERLU. CERTIFICATIONS: ,, 1107.3, PGTPW7,6.-'OA Alumar Fixed '.&'Indoxv (unit 91n. Proposal) and FTL-20-1 107.4. their -Tan 3040 & light shade (non -white) White Rigid PX'( Exterior Exrwusioa5 for 1 1, 14o t ice of Accept atice N o, 190305.02 rislwd r, Kat ann America. Inc. tlieLr U ma proposm PW7620A Ahiminm 'Fixed Window (unit -1 IJ dated 0- -.20. a -2 aimed Fs . ek NA`indows and Do on C `2 1 "n" f-Lif, "B GL-iss luterlave 'Ing on 7`09!"A tu I 'JL tClear a]., a C 0 10r P' FS eXp11 0 0 and sealed by Idalnffi--- Ortega- P_E_ 11- Notice O.-Acceptance No- I"88122A).2 issued to Energi Fenestration Solution- USA� Inc, for -11"hire __ A 2 -No---- o-fAcceptance No- 1 7-0808.4u__ issued - Kui-aj av America. Inc. for their "�*nn=yGlavt > 0- tbeir senes Rigid P'-,-C- ExTerior Extrusions for Windowsand Doors txpirin!g c'.1i S 10ear -,and Mike) Glass Intel -layers ma, 07,04,23 I Anchor vx-.fficration cawalations and structural analysi� conVlymg wiM FBC 71h (C12&,23 12- Notice of Acceptance No. 20-0203.03 is -sued to Faere-1 Fenestration Solution- USA. Inc. for Notice of A c-CCptaitc e No- IS - 1 10C 10 iswed t ct ",, ision Empasions Lii�ted fy� ilseir "Brown, Coated (Painted or Lamiunted) 111ite Rigid PN'C'Exterior Extrusious for Windows 0 Edition (2020). dated GC2120, prepared by amufacnver. siered and sealed by thm "Bivitze & light shade cap coated Rigid PVC Exterior Extrusions far and Doors-_ -i-Tiring on 0930.24 Anthorty"Lymn'.kMer, P Elt, 2. Glazing , NN'indows altd, Mrors". e .Jpnoig on 04 6.L'l 5 4 Nowe ofAcctVzance No- 18-11 06A] issited le- Vis' a Extiusioas Lintited for- their serito P_ 1 10 complies wit]iAS,TNIE130,0-04.-0,9,-12,ind -1& "VE 1600 Tan 202 and fightet� shadies (".Non -White) ar PVC Exterior Rigid Ceflul; D. QVALITYASS MTA.-NCE F. STATEX(ENTS E Y.-I its foY Windows and Domrs-t eNW_mg on 1129�2111. khami-Dade Departmemt of Reaggidaimy - Econ(onic Resotrr_-rrs,(REK)� L Statement letter of confoosiatice to FBC Edition dated 0+212-1 11951.1co OV yrun �%Iillcf, RE. ni-mnufacTurer. sigued and, 5estledlyv.Arnhony L- F� �TATE,",\EENTS < CL E� AL-ITERLAL CER 11FICATIONS It ial independent- issued manufacruirer- dated Slatemen letter of no finatic intere-si and of __3 I Starensent letr&- of cowfbrr�rruice to YBC 7Eh Edition t2026 d 7-ted 010 1 ;2 1 issued ov I 1, Notice of Acceptance'No- 19-0305.02 issued roKuraray AmeAm Inc, forth& 04118&20. signet! -and sealed by Anthony L-,w.. Ivfudkr. P-1, nrmmunacturct- signed and sealed Ity --kn'thany LynaMillef, RE. "Trosifol't Ultraclear. Clear, and Color PVB Ghivs InterIarers. eXpiluig on 1 Private Labeling Agreenients docurnmr between PGT_ dated 03:3015 and �signed by all 03 it Privatet Labeha- Agreenlent dated &,2 benveen, PGT laftsries,� inc anti 07,6&1'24� invobved PVlle& and Joors hic, signed De;w 1�11_ Ruark, P-E, � V-P. 1:1 agincei ing � on behalf of rn �1 ' -Notice of Acceptance No- 17-08-03.0-1 issued toKuraray America. Inc. forr -their "Sell"l-GLIS1 (( lear and Wbite) Ghss Interbyen", on 07:04;23. both OCT expu'm4 G, OTBILRS 1, Notice of Acceptance No. 18-11106.10 issited to �7ision Extrusions Limited for JI]en- "Brown Coated (Paired ov Laminated- 111ke Rigid PVC Exterior Extrusions e%p hu- 0 4', 21 �2 1 -Ibis NoA teN't-es & i-ttiew-,,.NOA"---,fJ-04!9.05(PLAA, 1). exl>nuig :14�`*Ik 04 -RA for Windows and Doors-', exwirig on 0930i'214. No. -1. RIE R Tesa propo sals 19 -115, d zed 0 1,. 10! -2 0 a pproved by I shaq I Ch and a. P E. expoin- g 2� TIie cterr-ent assoc i-at ed PLA C G I f i-le 1-0 2 0 5 0 1 expui 0+� 14--_ 0 4- N atice of Acwivice 18 - 1, 100 6, 11, issuedt t o V isiou Ex-t nisionss Lin oted f or Their 04,1+121 Review A,sist, Inc. UJ seness, "VE, 1000 Tan 2102 and lighter shades (Non-Whne) Rigid Ceffular PI'C Virtual and approved Exterior Extrusions for Windows and Dow j �� I ! f plans Review C ornpleted with the 2020 FBC 7th Edition < �A " Llhaq 1. C-handa. Pl� (bo=_+311 P1. for compliance Anne Klahr PX2300 IstLaq L Chaoda, P,E Product Coat" Unit superritor Woducc Coutrol 1"uh Sup#rii-�or by Debra Product control Unit Superrfior NOAN*� !1-9:0r*�03 NOA NO. 21-0,10SM < NO. :1_0206A� Expiration Dsr*� Apr_1 14_20226 Expiratiou Da;*� April 14_'0226 ExpirationDate: A"'14,2016 ftroprova I Dial -a- Nfarch '-Oil Approvil Dww. _Nfarich -Approval Datee: March Z.4, 102.1 E E s_ E 4 SHEET NO. March 15, 2022 PA 1.3 :7\ 01 _/,_ - _ �� - larOD ll CrEVA LV,A,TJAarAAMItA�-l',U,,19,.Rll&jn 2 1120mcrUALL I= 3 �01 I L I F.<;C) INC. - aEf-11 X Till -LIT TESTFWI 8 ENGINFIER11111111 COMPANY 22-MT REPORTS: 6. MATERIAL CHARAGI EMT-= AND SRECLF1 I _. ___ TWAI'MR A 1`11,11T, rR-. ce, - ___ __ - � — ------ uhr-Tuarclx0m 3 -d Largemissileimpactan fatigue load tests, were perfoEmed Lfhdef PrOICCOIS TAS _CATjDns_ Shall be strictly in accordance withGenerall Notes I Components indicated on ' 'I_PN.L__N.I.1N7` call, 203 as per section 1626 of the Florida BuildIng Code. Urodrili:SUI load, s sheet 1, 2 and 22 of 26, of Produet Evatuallon Document IP.E.D.), drawing ,L , I U K, 4f�7 19 as per TAS 202 Pro,t3col. Test feports prepared by Hurricane Engirearing & � No.20-176. Archer spec,fications shall be as indicated on sheets 1. 7 and 21 In - f . Testing, Inc., Reports il 9C>-669 dated OSIQW0996, #9B-570 dated 0911811996, 26. of Product Evaluation Document 1P.E,D.). drawing No. 20-176. PRQftAZT_EYALUATKW_RKP9RT #96-T30 dated 0912011 996. all ira oe signed and sealed by Hecrar M� Mo<flna, ij " — Q `0 I .E., Fenestration T-e-Ing Latiorgiory, Inc. reports # 2019- dated C-44,16II998and 0 21 26 datl 10/05114:98 witnenned by (-Mcerl Diamond, P.E. and Rpport No 7- LIMJTAUQN$_AND��LON$ lFt USE - . REPORT ll 20-0728.01 0219.01-09, dated March 4, 20l signed and sealed by Edmundo Largaospada, . -0 P F -and Henry Hatt-orn, P.F. 7Aw SA,talit,I�4gdcuy ITT uornplianQewith Geriers! NN�Aes No- 1�81tlrfjf 14, Indicated DATE: July 28, 2020 "Il teel ropart. hb:% RTCM-197 byQC lVetaillurtilcal, Inil datod March 13,2009, onshest 1, afr2ill, aswellas Generw Notes # I lhrLt4 and 11 thru 16, lridloated on sheet 21 of 26 of Product Evaluation Document (P.E.0-c drawing No. 20-i7fi PRODUCT CATEGORY: Shuttens Etigned and sealed by Frank Grate, P.E. prepared by T-Iffsol Inc. and signed and sealed by Waiter A Till Jr., P.E. PRODUCT SUS -CATEGORY: Storm Panels 2j.,-STRUCTURAL EINICTINF, , EjRfiraa_��TJQN_$� T2, Product may be installed within HIGH VELOCITY HURR�CANEZONES,as PRODUCT NAll 20 CAGE GALVANIZED STEEL STORM PANEL On 20 Gage Gal%l@TI Steel Soorrn RI tor rnwlirnorn panel'onghi ITB� desitic �__ - 3 . n 3 id ioad-5 as well as maximum Iff ,-her BID= `ng vs. design wine kNad arid panel defined on section 1620�2 ofthe Floods, Building Colde. MANUFACTURER; GlQb1EerQWA)0ftPrO&_QW_"_C_ Innoth based on ratlona; and Comparative analysis, and jr, accordance with so-adon 1616 ofthe Florde; Building Code. calculatio'ns p rensd by Tiheco, Inc., 7.1. Product shall only he installec into poured concrete, concrete block, and " 4800 SIX 51 Street Ol Fforda333i,t i Dated 11IGM8 and 01l signed and seeled by, ItNaRerA. Tiiiii,Jr., P E. frame structu re S. I_ - 3-MSILE 1MEAC9TT 10 �"'MIXANCE, Product Evaluatfon Report preparead by Walter A- TIM, jr-, P-E. (Flianda License __ . .EOFEVALUATION: This is a Product Evaluation Report Issued by Walter A,. Till Jr., P.E. (system - Larne nnl*sfl�e Impact under section 1626 of the Florida Building Code, an car � -rds No, 44167), President of TANI Inc, (Florill CA-0006714). - F 10 # 1906) to t1heT Global Protection Products, LLC. Rule Chapter No. 201 Protocol, 6IG20-3, Method I 0 of the Florida Department of Business and Professional 4, WIND LOI R-E-SIAIA-rd-I olo"11-111h ... .1'l A T144,11", :,��(%3..:.. /;, I Reguitation. � 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind , V I ,% -,��,�-, '"", ". &, ,�- ,CENse`-,�$ ;:, V . I iii; This product ils being Issued an Evaluation Report as described herein, and has pressures. MEodmum pared lerngth shailbe as indicated of) sheets 8, 1:0. 14,15, , .. '. I— - 11 e . 11 ' 44167 . S been verified for compliance fn accordance with the 2020 Seventh Edition of the I d, I 9I, 2 5 and 26 0 9- - I 25 of ProdI Evalwation Document (F.E.Dd), drawing No. - -I I.;, � ,-, _�- -,W- - - "�_ - '. = - - � * I * *= Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9. 10, I 1, _ -, I . .. -_ : 1 I - � /7�,P� - � I at least equivalent to that required by the Code. - , - 1 41, -I 5, 1 7, III u, 19, 20 95 and 26 of 216, of Product Evaluation Qocurnfent (P.E, D. 1, I - . I c � - � ,TATIE OF 2"'_, .4,L �;_,O_ ,�6- f 1% _: �. �40_W$0___� -, , drawing No. 20-176. -1 � 0, . , , IRm ,�.--4-Y 1. $��, - � T - Gz K This Product Evaluation Report shall be subject to review and revision In case of .... \X 10 "'I D S/45 N A L'U"t", "l a Building Code change thErt may affect its limitations and conditions &INSTALLATION: ,," Installation shall be performed strictly in accordance fal details indicated or _E 2- J0QFNqE§M5M�. .5hoal 3 thru 7, 10 thil -20, 23, 24 anal 26 of J0, f.Ef Piodu t Evaluah,- ' 1 4 c CT) I.Xicurnent y"nu- D�`ITILTECOADMON;RrCOROS P, E. ROPOR7 20 I,61 OBALPROTECTWT; PRODUCTS, U.0 t2llj GAas ZA.-PBQ--MCTEMU,k-nONDMUMEt4T,(P-"o - i - "P,E.D.), drawing No, 20-176. Pylinir'nur. separation to glass shall be as Q�AJLVANQEO STEELIJORM PANRADRWI REPORT 92D*728.0', Drawing No. 20-176, Wed "211I GAGE GALVANIZED STEEL STORM PANEL", indicated on --hosts 8, 14, 16, 25 and 26 of 26. al Product Evaluation Document ,sheets 1 thru 26 of 26 prepared by 'Tiltaco, Inc, � signed and sealed by Waiter A. (FLE.D.), drawing No. 20-176. Thilit, Jr_ P, E.; dated 07128/2020. This drawing Is an integral part 3 is , I J T I I ll flifflil Evaluation Report, 0 ,,u �,,,,, ,� A. r/� 1,, UOk0'JIIfItulTl ,� E, TQ ', . -,"`�� _: . ., I. /)�% - , i, �� ........ 1.4;7\ , . .Z,,�� '. \C F&1,5� ""t:P .- � " .�' V / *_ �� - .- I/ I 0 ,:F�� " ,�, , "., \�!�Effll -_ �� 1r....__ . �, — - -, � �ii, . �* "I I . I __ - $ r' � I l '_� - . � � , I __�:_ zl��,. ___ � - � V---,' "" I , NO 44167 "' it T._.___1,N;'.11 , , - "IOIll 1 - � 'e" _' ll) 44167 , � � ,7' _��e"�',�e,o,,�,*': , = r , 4 * �* Z. � � , - " I : E . 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I DfrFNEN F,Erwr�i . ,,-EE wxrz Or rlin,= 1 �n'- 2011 C�i fl,��i , T, , "I", P - r 4* 1�-� . � 1,IO-, ,�-, �iTI',_-Nrl, E, �,Ir, 'o, ��- , I - � '. , �14,,,',-* _'...",/ �L - 7 ,,, 'SII C - THI l 'ANCON `Ill'-�� IA',,) IINICAFIIPI�l 1�1`0 CT I_C� ITIR:II QITINnii, flirl Hr , * 1, ,�' �,,,,,INK,k,_�p "I , Is CcIINRIDA BtALCiOli, CODE I I HlNTF It C,z "I , L91 --t-11tit", 11 1. I 0 L = - , _-L - . _ .. - -�tlk,i ENE r� I -, � � 'I. Cl 11�v` - I z ` - " iw . SO CAGE GALVANIZE0 STEE, STORM PANNEL I - - N ' - I � �� 'N,�--- & '-T T'-�E77 -Cl�l -ffTC- I NO 4 I'87 1 = HE EMBE110` T- _C4 -F1 � �L 11JF S�ClCTK CINC , - INT" ,1TCCCiN I I, .,, gE CCCN,,fT, 1, i'A __?O W'ITNENCS LJV,O S,� BE - CNEINTI, ,%,M I ------ - - - _,�Cw — � - -_ - —_ .- � 6 J ' V2 �CENC - � � __ �, __ ,,l, - NC �_Ifj(_'� Ei -O'. ,_1 VNIN". f��, 17M., - r , PROTECTION PRODUCTS, LTLC� - - fz3�� - IIII Irr-r-L __ I L __ 1________________1`1 /I . —..— " \ 511101 E CC3 ir,; (C;'.' Tit.Lrr TESTill S EfiGiNEERiNIC- COMPANY _ .. - - ____ I - - -- - 11 11. - - VFAI_TKRA HiJj I, il�_�,c fll�f��FMW 1",Q.UCT.f.'.VXLUAT , "'Ir �I,1,1� � - __R _EV()R1 ,l� - —NN-~ � REPORT INI 20-0727-02 DATIE� July 2-, 2020 PRODUCT CATEGORY: shurers; PRODUCT SUB -CATEGORY. Storm Panels PRODIJI NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANLW-ACTURER: Gil Proww-11 Prowe—tBULC 4800 S.W. 51 Strael Da,ne, Florida a3314 J,.PL1RP0SE0FF.YALU Oft FATL Thi�- is a Product F,valuation Report issued by Walter A. TIOR, Jr�I, P.E. (System :ID -4 1906) to the Global Protection Products, LLC, Rule Chapter ll 61 G20-3, Method 10 of the Florida Department of Business and Problissional Regulation. ll product is- being Issued an Evaluation Report as described herein. and has been verified for compliance in accordance with the 2020 Scaran(h Edition of the Florida Building Code, and to verify that the product is for the purpose sutended at least equivalent to that fequired by the Code This Product Evakiation Re -part shall be subject to review and revision to case of a Building Code change that may affect its limitations and conditions Z�EVIQEINICE 5Q§M1n]I 2A - P ! Drawing No. 20-1 75, titled '24 GAGE GALVANIZED STEEL STORM PAN ELI, s h Ws I thru 1 8 of 1 8 prepared by Tilteco, Inc.; signed and selaled by X-Nall A Tillit, Jr., P.E.: dated 07/2712020, This drawing is an intaR&,*rMf0ll . Evaluation Report- ":.N ,�� - i 14 e / N- ,z, , ." ,�, c- - .tl T , -�, - -e-,X�L I-, , %hENS, " "�--, __ ,e� --I " , T", ,�, �� is , t _,TN_� - _�Cz - , � - -.f -1 .4 � 7 % �z _ --fir , - I - ii _. ,�f I I - _,-l. ,.,.L C � , - � � - .r , � jN-F * .: * � I . I - ,_ - _� f I S,-3� STATE OF '41: Z �P.� , - , , (�� z %.5:., - " I'l 0 R I D � -, � , ,IN , ,z , � "' O. 611il, N.W. 36th Streci, Suite 305, Milaidi. Ronda 33166 - Pbouje� (305) 87 I-;,- Q� * "." � r bKiti"I - i -, I I 00Wn.NF% _FQR.RE9QLAEL_& LIFE SAFETY STORM - 1 --EAKU 'NI�^Ljj !,'_��T ,-, .. . -C ,6V Pcrlr� �Ii7l,i II .II. ,,r., "I'Ill"lir I I� t"If, �5�TCC NIEIINl . I _ L 1-24, - - a ,rWE- . I I - 1 3 : K, . - � - �2F - _- - - I 3 1 so' - - - , I , 50" - 1 �- - �011 .N - 1 1CO. - 1, � - ��- I , - - , ;*_ 00--_ . --- " I - , , - ,_ 1,� ___ I � I ,, , I, I �_ ___ �CTC, I- - - - - � I - - - .. . 2" " - " ` - I 1, INITI, ,I �, I III � 2pu - . � , __ ZT, ,'', , �,,, � , � t2� . � vr Cill - �� I 14''I , - I,, t"'I", , � CEEE, �,,� 17-Ill � .1 rw�,� i" INN. � r � , " �5)ll ': oa, '�i � NO c;C; , i "M , CO'll: I 2 lax" ?�kp', 21", : I -, - ",N 4;�,IN % AST. �C&E I I I � - , ' - 1 "Ill - � 00� � , CC-, X E: �� - L I . I Nno.Er, � - , - EDGE 1_. � NR.DE TNT �. � C-C - - - ,� - , _ - � - TfILIAIX. � I � . �- . I DIET- A - . � I - I - I , - t DET.4 I I A �, , - I - - - I . I 1_ - - INC 4� - I ''I Ill, DETIAX, A 1, - " IAH I - i - ` �� I . � 1 11 N '. 1, I - L �.2:�,I, T'I! �: : I �_ t �CLI . � � ri-� �_M*_PA�H, � "�A 0 AN L __ I, N'!� N:, _2� �C:C� . - �� - " � , - 1�1� - - � 1) ,tZg O, ', � Cal"'. _ ,11� - � �_ .S - SI'N I1,TTCC z . . z . " 1. -1 . �D A- . 7 . � t _-C- I � " ,- -1 �_ �- 3C � __ __ - I t VI0,111:7- � � � - _,"l lw � �� _ I)II 1:1 I'll, ,��a , �Cii , . Irr uL.i.,l� I I __ I ,T�I' I �= — - � --- ,===_�111 � I 1 I_ I I ,�' P", . � - 1,5a[C , -- - t ��- . 1 � - END LIT' r/ -b,WtD Lt_Ot T'Ei`� "IT" HrArl R (�T -U'__J:1_EADER I411 A -1 � - - _ I - (4 � . iN- 1) _L/ 1 _RGLE �_ " ' "FE CC, -1 Y'�K' T' - I L � t F � I ,I, . 7/,. � T, T4I. � - I ,71-- � 52c- . - � , TW MEN ow PxNCL . VI I I" Cp- IE5, - - I _ I V . I j , � --- 1 O 11* f 1 -� I. 6 z 5 . I �. - - .- I - I - - T -i I I .v I �, - , � . I , ",: s I � " 7 I' � 11 , I 0i � 1 �,gc,- - 1 : I i flild' �� 41 � , 3I E, t I ,g,,� =E ��[ 1 -- TNC4C - . ] - - __ . - -, � � I - _` I - I I ; I I � - , EW . � TI 7 oxf- I 1 , R I& CS INE-ALA5HER I - - � �� = - - - � - - __ . - . . 5 7 . -) __60 - ' 2 I - - � VC, ___ , (�) a�_,TR&a__ANl,,I,E 1 9 r C11,116''..') � 09.N. " � ,,E, 9 i 4 � 5 .. - UkLvE6 S�Tru I - - - � I I 1 )_ Ii � - -1 I - � � - - � E - , � "ONI01-M- �� "IV "" vl, N IT , 'IF $� _�_1/11 "Ill, � - I.- I I -� I . E I IT". � I I Nc��`�'Ncluc�_-��% Z_ � � -_ . - � � ��, � 1, � 'Err', �f � , "I t, ,?5'N n -1 , . � [ I, , , ) 1 _�_, , $ , �' 7 , ` - . � , IT � tio, 44 i o 1 __ , ',�N'T - � 1. � � = 7. � A � a 1 I I I � , 2T,0' V% "') I MC- - - '�- -Nw,� w.,NF_ - iz . - . `., I,k,F� WlNIC Ta4' � -1-1-Ij- TCFT ;ll ODQ, 'Tc P,ll _: 7iC - - � I - �� -��-, � � ��- " . I ___..___i I A - - la,E- - (�ltlir y,L1_H_= �. IN- ,- I, <, 0 '. 11 CO. ,TV I . � I � QEIAH --t, %0 A1===]cAfjf.L , I - __ , " I ,N,N, 1v SfNlllf� "' - - - - �� ALUMINUM JUNGLE 1_._�111� C� .110 NVI N�,,` 11"K ��_- .1 �II1�..__ �� , 1 . =�2' - N`rT�I�EN - __ - - __ ___ -------- __ - - - -----. , CAIM NTCE` ,,, .WNE � _ __ __ - ______ �_ � � ___ , - 1 . r �,; "i"I" � - I - . . 1______,_, , , " - - __ 14'-" F�- - I- - � � - . - i_�, - I i � _M�-, ' � 1L � 1 � � rI " 5 I �� ! ,, ; E,5- � 11 . :[ . � - - - "" )_ , ; T6I ,3/r_,:F".=j,_A ,� _C K iiiiiiiiiiiiiamAmw I � 1�,Ill' - , __ -, . , � , , - � 11 ��v s s s-�, — I , P, � ,ze - -.2 -CE; nc 1::IQO il;=� t j � 7 � ,-,,I- - - T F16,T-FLAM YffEL-000 laLUTl�!Q]RT,NQl..U_fi7;:1IQt0' 2 U-TEaTRERMTS: Large iml [irripaol load tests were performed under SSTD 12-99 standard as per section 1II -2 of the Flonda Building CodOL Uniform static loads as per Secdon1709.8.3,mrASTME-330. Test reports prepared byAmerif-can Testing Lab of &outh Florida, Repoll 0814.011-0. idated 03111102 wiltriesseld by Vyllliam R. Manner, P,E., Sol-17 Moral P.E. and Henry Hattem, P.E, and Report No. 0219.01-09, dated Febril 2001-4, signed, and seated byEd handle Largaospada, P.E� and Henry Hattern, P�E. Large missile impact and cyclic loadings per Protocols TAS101 & 20,33 as per section 1609.1.2 ofthe Florida Suildina k--vde- Test Report prepared Iry Arnerlean TIPI-scling Lab of South Florida, Report Nor 11,23,01-10, dated November 231, 2010, signed and seated by Juill E. Gonzale;i� P.E. Tensile test report Noo 9CM-1 98 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E. As per ASTM E-8 and Tensile Test as parr 00 , Metallurgicati Raporthl 101<11ill 318, daW December 1, 2010 signed and sealed by Jerry Javiol P.E. as per ASTM E-8- 2-1.31IRK-TURAE. 15N-(31NEERjti6--C-A49t)-LATION.- ' On 24 Gage Galvanized Steel! Storm Panel for maximum parke! length vs- deal wind load, as well as maximum anchor spacing vil design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code, Calculations prepared by Tifteco, Inc., dated 12JI B/10 and OM7113 (for this revision), Signed and sealed by Vulafter A- T'll"t. N- r P F- 3—M-151LEMPA—CTIMI[STAll Large mnedle, Impact under section 1609.12 of the Fkarda Building Code, as per SSTD 12�99 5 landard and TAS 201 - LWIRDONK RIE-616-TAN-Glen 24 Geoff Galvanized Steel Storm Panel has been verified to sustain wind pressures- Maximum panel length sholibeasinidicated on sheets 3, 9, 10, 11, 12 and 17of 18 of'Product Evaluation Document (P.E,D,), drawing No. 20-175. k1laxtrinum Anchor Slue ed I 3 thru 6 � cing shelf bi�� as indi!cP on sh ots 5, 9� I o, 1 1, I I and 18 of 18, of Product Evaluation Document (P.E.D.), �drawing No. 20-175. 24 Gage Galvanized Steel Starm Panel has been Verified for code compliance to work as a non -porous storm shutter assembly, as per S-53TO 1299 StandardL arniflulmlif, II III - IV ......... 11 %!IPJEN _. - $ "I " I .... - , . ��,f= I, �__ -, � . :_� -7-F-1-i�lTE,1 �- - - , S I . /� � llm, 2r4�467 I = � S -7e'-,- -;',g4�� * '. - , , O., ,,,- : . I S .� IT l OF .:Q� S I J; -3�'- . . - Vx�,�, '70RIIII ." 1�_, 'R,I', 'N�_� ��. , �,rl ""l'�;.1L-'-kN_' ON AL V, '4141f)NIIIIIII, I - Z.YALL[f"_XRF,eQ8XZ.Q_JQ � 5-INNSI&LAIION; Installation shall be performed strictly in accefdance with details indicated an sheets 3 thru e, 12 thru 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13� 14, 15. 1 6 and 18 of i 8, of Product Evaluation Document (P.E.D.). drawing No- 20-176. 6. MATERI-ALC14ARACTIE JttMC,5 AND �SPEQUF .GA� � _ NS: Shall be *triictly in wTTr7)NrdarvSe with General Notes and Components Indicated on sheet 1 and 2 of 1 8, of Product Evaluation Document (P,E.D,), drawing No, 21111-175. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P E,D.), drawing No. 20-1 75. 7-LIMMARONS AND , _=MrnQNS Of,ii,ill 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thil 14, Wicated on utheet I of 18 of Product Evaluation Docurneint JP.E.D.). drawing No. 20-173 prepared by Tifteco, Inc. and signed and sealed by Wafter & TIME Jr., RE. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620,2 of the Florida Building Code. 7.3. Product I shalt only be installed into poured concrete, concrete black, and - wood frame structures. Product Evaluation Report prepared by Welber A. TM.'L. Jr., P.E. (cloride License No. 44167), President of Tllteco, Inc, (Flerida CA-0006719). . ` '7-1- -T L ��:'* .0r/1 , �, �.;:� I ,t,*I"`,, QI15 0 'y1he, CD___,fl �' %, " 3- `NG.UI-67 ". : -7/!,-- 1,*�-�_ * '* WATUI " I , "o .� . I I' IT)l TIT TFCO ADIII REC,ORDS t P F REPORT.20 k<'LIAAL P4044) I GALVANIZED litrl STORwPANE:.L�DRwo*;rfi,17&lt REPORTI12"M M�;N IIJ,7991�JS. 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I j I , �, DIRR LQLAQM I � ir I 10 W12NOTOR 01 PLAlt ALIaMBRLI 1=-NIQUIll A WALL MOU T! Q WSIALU0.00 2Iff_CL=.MjW I I WAU �11 INSIALLAn SOME 3"IE.1, 1 �, - SCLINELE 3/a- I' k1i SCALE 3/1'. I' A—- A -, - I TE tL.5 , a , Ill, - �.0 W/ I ?/a- RCz_, "ENIF-PLIXINDA TO _ACT�IAA WOM "EkSIER � _ , ! - - i !"Al RAC I.Il a ICli", "ON, a I .IK, R, 4 i � _' I l " . L 'L� , ---.-,. __-J, 1 � . " . CIA— CARAIANCT --US ___� _____1 - 1 - 1A I I A.- u A A/ 1 7, R 7WEADEO NNAF_-RT� TO E'as7l wow `IEADENA r . I I i I I I __ I ., I 4vdmhbi� i f 1 arz_n � T I . I A /,7. 2 � , NNl`L I I' � "Nal I . LW�LTALLATIQN DETAILS FOR 0 R LIFE TORM PANEL Y 1EM . -PTION-. -1-10- -SAEEIY S S 5 ---I,-. __ � `,` �� . V 11 r� -/ ___- -1 � 12Z �z TIKARKA CURITit'" INTO 15TI_NjQ_.WQ0Q T Rf _5jflUL_Q_ .5 _Irs All W= AUCAFI . � I— - _ I I - - i 1- . ___T7IF � - --=-=+------- I' I I- A . - - . I - r� I � l !�� -, f : H I ;: ldl= , '' 'I = �, , M - - I� 1! 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Asiauaut*��E It t pieted and approVI II 1. I I I ___�� S, 1 - tenotanimse, - t plans Review com' . I � , " - � I � . �1_5 On, � , T,j 0 FBC 7th El IlanatimmOSI4 is I I for compliance with the 202 1 — E � Cq� ', - Ill - I... _ ,� I I I � - , - . i ,-- � I'l, PX2300 � - I - [ --- I I by Debra Anne Klahr I � I - __ � - I KNOW "Ll ��_t - , I - - - � +. ... I i I , . .ES"APEN LL , I I llnX,', I'll i �, - i L, - -1 . noltim 1 � , � � , I ______ I I � - i I I i A � I - ALTERNATIVE ITERN T I 1 1�11,, ! � - AL--AJVE 4 . - I "WI.ED � i 1 . Ill CC ARRAYS _- A' Oe. .1 I In - I ; 1 In. __ CARCinnint, OR I ,2�CCRAR!n I= KWAS WISNIII5 N!", .-I � , L - '. - � CA Ks . 6' a. at ALTE LERAMF -NI r OF RNADVE, WDDD LCONDITIONS & -ANCHOR-10C .-I, KRA 9 v �_ A/ l In, .1 VCNNUI 5111' - N, . -ATION - AAKnR_TU , 0"IE"In, tcoll _IE -.11.11-I"I'll"Anni-1-ill' ""010"Oulty, A&LL-M-UNTI.H.Q.-ffi$.TA-.LL,kT-1014 ", IN T)Ltl�%.% -ALTERNATIKE-I.W _1,111011�;o I i", � �l., � . , VIP I'll ,J , W71�'� A"NtEN'Tt" , : "1_ wc,Ib �)%' I, , �' � � I . S FLOWDA SUILDINIC COCIE " , Y.I.,LI H."I.... ZI. �, � �,l al 1,511111.4 1 .- - = . I . III. .l AS, I'll � , ASS. = Ill. I—- L i 20 GAO X W4NIZED STEEL $TOO PAREL , 6, rM 11 � At � � I iz 1 NANIN 1 'l ARA - AACa qSr III mas III Is L. RES", �-A TC TO 1. � $v E 0�, � - - ,� "/4,02 4 , %i'. , zk�-N-A�i - __ . AA _�. � AR3 CARTA; lCINTH Up, FO a _IY� . 1�' �:- :� , t M _N ,ri GLOBAL PROTECTION PRODUCTS, Llc� WIL [ ,'A I , 11�1 . ILFECO I.,- — — A. — -.--. 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IF W" l,E't ,I � ,��,Ljl Win WIT 0 ! i "CRY *Al , �::, , i I __ � . . ! i - � _ __ - __ - __ I L. _ I � I I L � ":",��IiINT�,L�, r , 4 _ _ ! li , ,_ I ,�r ,� 1 �,u` !,I � I I I � L _ -f, ,I-- ". ,.- r, I , III I I (Sl .01F 1) I I I NI, , N,�iiti Iu, i 1 6 ,l ,__ ill 1,� I I , ] I ': 3 : I - - I . - I � ROOM _f1Q9WAAnQ"f_11�"?a i I101' & BOTTOM LINJ9111I CAN ED` ,I)ll N ANY WAt TO Slill ANY 1INVI,LL, T1, 11. I - iC)i% ; � 5I i . ON, ,_, . . i I i . . I - An' : I- --. Ill � I -ir - - � -p . -, __ __1 I I f 14F � ---- � i 1/81-0/W 1 [__� iVIC-31,34, . I _E ____� � � , i —I Int .. . FLORIDA BUILDING CODE (Wilil V.1l H ... I—. I' �=_'_111, : � [ ,I) ! t. � � , I JL_ - F. . " � I i -11 . , �� I I'Ll! All vNi"WINA. -1 I N, 'I'M I � - I i L� � IN— lil,"Fil Lii,wl. L, I 'I ",N�,�,,�,,t_. , i �ncll wlilr I� III . , i Ili "I �* o i L , � L p i" '' � - � � i I . � � � I , - - 1 I I I . � 1 . 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I j I , �, DIRR LQLAQM I � ir I 10 W12NOTOR 01 PLAlt ALIaMBRLI 1=-NIQUIll A WALL MOU T! Q WSIALU0.00 2Iff_CL=.MjW I I WAU �11 INSIALLAn SOME 3"IE.1, 1 �, - SCLINELE 3/a- I' k1i SCALE 3/1'. I' A—- A -, - I TE tL.5 , a , Ill, - �.0 W/ I ?/a- RCz_, "ENIF-PLIXINDA TO _ACT�IAA WOM "EkSIER � _ , ! - - i !"Al RAC I.Il a ICli", "ON, a I .IK, R, 4 i � _' I l " . L 'L� , ---.-,. __-J, 1 � . " . CIA— CARAIANCT --US ___� _____1 - 1 - 1A I I A.- u A A/ 1 7, R 7WEADEO NNAF_-RT� TO E'as7l wow `IEADENA r . I I i I I I __ I ., I 4vdmhbi� i f 1 arz_n � T I . I A /,7. 2 � , NNl`L I I' � "Nal I . LW�LTALLATIQN DETAILS FOR 0 R LIFE TORM PANEL Y 1EM . -PTION-. -1-10- -SAEEIY S S 5 ---I,-. __ � `,` �� . V 11 r� -/ ___- -1 � 12Z �z TIKARKA CURITit'" INTO 15TI_NjQ_.WQ0Q T Rf _5jflUL_Q_ .5 _Irs All W= AUCAFI . � I— - _ I I - - i 1- . ___T7IF � - --=-=+------- I' I I- A . - - . I - r� I � l !�� -, f : H I ;: ldl= , '' 'I = �, , M - - I� 1! I :1 " I �� 1,1 ,, 11 � - 1 1 9 j __ ii I � I � , , I __ I 1 - , i N ; I 1 1 , : I r � I 1 I ____:�� I-N ,I-- --1 1 F . I :� -9 I 410F, i j . EA; I , "' ` j � � : ,L.-, - - � I 0.4 ,,_-�� t� � 11 1AA.E ]I. � � � � fl, umll I I W, " ; � , I I L .L I _.____L�_ R r -4 - V I l I 7 _- 1 1 p- � : 9 -I -CAF" , i � �- - .- I LCC�C_4_j r U, I 1 _Ll - ,.O. ! - . � ,;. ! N . . I : � L � . � � � LLY�f, � � I . I i I i i � - i I I _ __ k - __ � Ill - - I `RK,_ . . �1_ F - � - - ; RE01"Al 1 - __ - i ft� . � 1 ,.--3132- j . OCT I 8 � . t /---- rl� 5 -4- - �/ - Ax - . - - 0-2 I/,-- A_q 2� - ERNATIVE � ---- - � ��____ - �� I I 1/0' - , 1-T s r-,- - W IT.." 'MURIl , I.,) ml 1 �, !.- I 'I "" k _' I -4- _X_ -N �F' qi,q _ - I L (T r I - I . � I ; I 1 , i i I R'L P-10l I � i � - W . L I \/RA I ii ", I'll 1 t ;; I r �__ I '� 11 , j . el i N,,,1TN,11r,r, 1 1 1 1 . � F'11`NNN� ssist, Inc. : ill 1:11N46, 1 � ��i_: f. = I A I 1 J i I � l r I N i '- 'l" '71 Virtual Review . I I11, * N� I I r i � � -f � . Asiauaut*��E It t pieted and approVI II 1. I I I ___�� S, 1 - tenotanimse, - t plans Review com' . I � , " - � I � . �1_5 On, � , T,j 0 FBC 7th El IlanatimmOSI4 is I I for compliance with the 202 1 — E � Cq� ', - Ill - I... _ ,� I I I � - , - . i ,-- � I'l, PX2300 � - I - [ --- I I by Debra Anne Klahr I � I - __ � - I KNOW "Ll ��_t - , I - - - � +. ... I i I , . .ES"APEN LL , I I llnX,', I'll i �, - i L, - -1 . noltim 1 � , � � , I ______ I I � - i I I i A � I - ALTERNATIVE ITERN T I 1 1�11,, ! � - AL--AJVE 4 . - I "WI.ED � i 1 . Ill CC ARRAYS _- A' Oe. .1 I In - I ; 1 In. __ CARCinnint, OR I ,2�CCRAR!n I= KWAS WISNIII5 N!", .-I � , L - '. - � CA Ks . 6' a. at ALTE LERAMF -NI r OF RNADVE, WDDD LCONDITIONS & -ANCHOR-10C .-I, KRA 9 v �_ A/ l In, .1 VCNNUI 5111' - N, . -ATION - AAKnR_TU , 0"IE"In, tcoll _IE -.11.11-I"I'll"Anni-1-ill' ""010"Oulty, A&LL-M-UNTI.H.Q.-ffi$.TA-.LL,kT-1014 ", IN T)Ltl�%.% -ALTERNATIKE-I.W _1,111011�;o I i", � �l., � . , VIP I'll ,J , W71�'� A"NtEN'Tt" , : "1_ wc,Ib �)%' I, , �' � � I . S FLOWDA SUILDINIC COCIE " , Y.I.,LI H."I.... ZI. �, � �,l al 1,511111.4 1 .- - = . I . III. .l AS, I'll � , ASS. = Ill. I—- L i 20 GAO X W4NIZED STEEL $TOO PAREL , 6, rM 11 � At � � I iz 1 NANIN 1 'l ARA - AACa qSr III mas III Is L. RES", �-A TC TO 1. � $v E 0�, � - - ,� "/4,02 4 , %i'. , zk�-N-A�i - __ . AA _�. � AR3 CARTA; lCINTH Up, FO a _IY� . 1�' �:- :� , t M _N ,ri GLOBAL PROTECTION PRODUCTS, Llc� WIL [ ,'A I , 11�1 . ILFECO I.,- — — A. — -.--. L.;z 12C m,--,�E—COCI—Ce��,,"o,,,,i-i5�04 �90=101 'a N` � ____�" -, SAA � --4 �?,_ ,/4', - � 2 AT 4 -,Z� . - 7� C�W al I �1- . . , 111. - , AAIR�ZNN ,��.,A, I 'r, in �_.!4--. — m_MN0_,_'l W VIA.3404A, 20-176 . INCZ 0*1 P, !l 1 - ,_ _11 III I - , Rt� --,Z.X "I"I"I"', . I - "m _16� (D a) c- — C/) M (D -`lllllll` -0 > = C-) CID 0 -1-` =3 L_ Sl- _0 a) 0- = 0 a) 0- 0 L_ = ICU -0 0- - . - _4llllllll0 a) a) 0 — U) = = =:3 CU -cu C/) a) 0 -0 -0 = 0 0 .= 0 L_ (D =. all. C lllllg 3: = . 2 LL_ — M 0 E Ll Co 0 > L_ CIO a) " Ill 0_ . U) 'R M C:�_ 1E M . (-_ ' < F -a - U) 0! < z z W mi C/) —1 L. Q) (1) (1) c- -*--a (/) +_j CIO =3 > 0 C� L_ C I 0- ./) ca. < -4-0 C-) (1) ::3 = —0 0 CU OL — 0 a) U) L. CIO L. M Z3 LLJ IfE. < = Z: < [L ' SHEET NO. SH 1 .1 JIMUMA �W - 11491gom;i-Lli-*—"M-�l-*A,-MNNstm--W.,m WM_ULaIiN_Q_ WO-0-DI.-S-T R U UQ R UES I. __T= - - .=0`l,W_1 — E__ - 1- 1. AI t i A, i __ l- I "' � � ll, . 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CIA— CARAIANCT --US ___� _____1 - 1 - 1A I I A.- u A A/ 1 7, R 7WEADEO NNAF_-RT� TO E'as7l wow `IEADENA r . I I i I I I __ I ., I 4vdmhbi� i f 1 arz_n � T I . I A /,7. 2 � , NNl`L I I' � "Nal I . LW�LTALLATIQN DETAILS FOR 0 R LIFE TORM PANEL Y 1EM . -PTION-. -1-10- -SAEEIY S S 5 ---I,-. __ � `,` �� . V 11 r� -/ ___- -1 � 12Z �z TIKARKA CURITit'" INTO 15TI_NjQ_.WQ0Q T Rf _5jflUL_Q_ .5 _Irs All W= AUCAFI . � I— - _ I I - - i 1- . ___T7IF � - --=-=+------- I' I I- A . - - . I - r� I � l !�� -, f : H I ;: ldl= , '' 'I = �, , M - - I� 1! I :1 " I �� 1,1 ,, 11 � - 1 1 9 j __ ii I � I � , , I __ I 1 - , i N ; I 1 1 , : I r � I 1 I ____:�� I-N ,I-- --1 1 F . I :� -9 I 410F, i j . EA; I , "' ` j � � : ,L.-, - - � I 0.4 ,,_-�� t� � 11 1AA.E ]I. � � � � fl, umll I I W, " ; � , I I L .L I _.____L�_ R r -4 - V I l I 7 _- 1 1 p- � : 9 -I -CAF" , i � �- - .- I LCC�C_4_j r U, I 1 _Ll - ,.O. ! - . � ,;. ! N . . I : � L � . � � � LLY�f, � � I . I i I i i � - i I I _ __ k - __ � Ill - - I `RK,_ . . �1_ F - � - - ; RE01"Al 1 - __ - i ft� . � 1 ,.--3132- j . OCT I 8 � . t /---- rl� 5 -4- - �/ - Ax - . - - 0-2 I/,-- A_q 2� - ERNATIVE � ---- - � ��____ - �� I I 1/0' - , 1-T s r-,- - W IT.." 'MURIl , I.,) ml 1 �, !.- I 'I "" k _' I -4- _X_ -N �F' qi,q _ - I L (T r I - I . � I ; I 1 , i i I R'L P-10l I � i � - W . L I \/RA I ii ", I'll 1 t ;; I r �__ I '� 11 , j . el i N,,,1TN,11r,r, 1 1 1 1 . � F'11`NNN� ssist, Inc. : ill 1:11N46, 1 � ��i_: f. = I A I 1 J i I � l r I N i '- 'l" '71 Virtual Review . I I11, * N� I I r i � � -f � . Asiauaut*��E It t pieted and approVI II 1. I I I ___�� S, 1 - tenotanimse, - t plans Review com' . I � , " - � I � . �1_5 On, � , T,j 0 FBC 7th El IlanatimmOSI4 is I I for compliance with the 202 1 — E � Cq� ', - Ill - I... _ ,� I I I � - , - . i ,-- � I'l, PX2300 � - I - [ --- I I by Debra Anne Klahr I � I - __ � - I KNOW "Ll ��_t - , I - - - � +. ... I i I , . .ES"APEN LL , I I llnX,', I'll i �, - i L, - -1 . noltim 1 � , � � , I ______ I I � - i I I i A � I - ALTERNATIVE ITERN T I 1 1�11,, ! � - AL--AJVE 4 . - I "WI.ED � i 1 . Ill CC ARRAYS _- A' Oe. .1 I In - I ; 1 In. __ CARCinnint, OR I ,2�CCRAR!n I= KWAS WISNIII5 N!", .-I � , L - '. - � CA Ks . 6' a. at ALTE LERAMF -NI r OF RNADVE, WDDD LCONDITIONS & -ANCHOR-10C .-I, KRA 9 v �_ A/ l In, .1 VCNNUI 5111' - N, . -ATION - AAKnR_TU , 0"IE"In, tcoll _IE -.11.11-I"I'll"Anni-1-ill' ""010"Oulty, A&LL-M-UNTI.H.Q.-ffi$.TA-.LL,kT-1014 ", IN T)Ltl�%.% -ALTERNATIKE-I.W _1,111011�;o I i", � �l., � . , VIP I'll ,J , W71�'� A"NtEN'Tt" , : "1_ wc,Ib �)%' I, , �' � � I . S FLOWDA SUILDINIC COCIE " , Y.I.,LI H."I.... ZI. �, � �,l al 1,511111.4 1 .- - = . I . III. .l AS, I'll � , ASS. = Ill. I—- L i 20 GAO X W4NIZED STEEL $TOO PAREL , 6, rM 11 � At � � I iz 1 NANIN 1 'l ARA - AACa qSr III mas III Is L. RES", �-A TC TO 1. � $v E 0�, � - - ,� "/4,02 4 , %i'. , zk�-N-A�i - __ . AA _�. � AR3 CARTA; lCINTH Up, FO a _IY� . 1�' �:- :� , t M _N ,ri GLOBAL PROTECTION PRODUCTS, Llc� WIL [ ,'A I , 11�1 . ILFECO I.,- — — A. — -.--. L.;z 12C m,--,�E—COCI—Ce��,,"o,,,,i-i5�04 �90=101 'a N` � ____�" -, SAA � --4 �?,_ ,/4', - � 2 AT 4 -,Z� . - 7� C�W al I �1- . . , 111. - , AAIR�ZNN ,��.,A, I 'r, in �_.!4--. — m_MN0_,_'l W VIA.3404A, 20-176 . INCZ 0*1 P, !l 1 - ,_ _11 III I - , Rt� --,Z.X "I"I"I"', . I - "m _16� (D a) c- — C/) M (D -`lllllll` -0 > = C-) CID 0 -1-` =3 L_ Sl- _0 a) 0- = 0 a) 0- 0 L_ = ICU -0 0- - . - _4llllllll0 a) a) 0 — U) = = =:3 CU -cu C/) a) 0 -0 -0 = 0 0 .= 0 L_ (D =. all. C lllllg 3: = . 2 LL_ — M 0 E Ll Co 0 > L_ CIO a) " Ill 0_ . U) 'R M C:�_ 1E M . (-_ ' < F -a - U) 0! < z z W mi C/) —1 L. Q) (1) (1) c- -*--a (/) +_j CIO =3 > 0 C� L_ C I 0- ./) ca. < -4-0 C-) (1) ::3 = —0 0 CU OL — 0 a) U) L. CIO L. M Z3 LLJ IfE. < = Z: < [L ' SHEET NO. SH 1 .1 JIMUMA �W - 11491gom;i-Lli-*—"M-�l-*A,-MNNstm--W.,m WM_ULaIiN_Q_ WO-0-DI.-S-T R U UQ R UES I. __T= - - .=0`l,W_1 — E__ - 1- 1. AI t i A, i __ l- I "' � � ll, . I L , I /I 0;..__,N, `1 I l 11 j `I1I_1V=" - I .___ I .,-LL,--- I � I--- Of !qf-u - :a,l ,,,-� . I I " I ,,� IT, i . � _,N ,-,, F -- I_/ IA I - ��,_ W FLORIDA BUILDING CODE (Wilil V.1l H ... I—. I' �=_'_111, : � [ ,I) ! t. � � , I JL_ - F. . " � I i -11 . , �� I I'Ll! All vNi"WINA. -1 I N, 'I'M I � - I i L� � IN— lil,"Fil Lii,wl. L, I 'I ",N�,�,,�,,t_. , i �ncll wlilr I� III . , i Ili "I �* o i L , � L p i" '' � - � � i I . � � � I , - - 1 I I I . � 1 . I i I ! 57% L . ` I � - - q- . �4 - ,� 1 , i � r- , , I � 7 r � 1i. - : - 1� S T � , � - , _J - - __', A, � - , - - . I I E F , _ , _� 1 4jCKk-jj I g A - 10 : QQI I -1 � FS, � , "I 1vio,r �4nzll A -I - I '� 1 ;�7, 'n- OC - 12 ,I�l I l � - � � I - -1 `AA�Nvf- _0 � - Ti I��111�_ i w - . -1 � I �x v,. NN,1, I k q* � j I � � " I �0� i . - Pm I . I ll i L'-----A . I I . . 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CIA— CARAIANCT --US ___� _____1 - 1 - 1A I I A.- u A A/ 1 7, R 7WEADEO NNAF_-RT� TO E'as7l wow `IEADENA r . I I i I I I __ I ., I 4vdmhbi� i f 1 arz_n � T I . I A /,7. 2 � , NNl`L I I' � "Nal I . LW�LTALLATIQN DETAILS FOR 0 R LIFE TORM PANEL Y 1EM . -PTION-. -1-10- -SAEEIY S S 5 ---I,-. __ � `,` �� . V 11 r� -/ ___- -1 � 12Z �z TIKARKA CURITit'" INTO 15TI_NjQ_.WQ0Q T Rf _5jflUL_Q_ .5 _Irs All W= AUCAFI . � I— - _ I I - - i 1- . ___T7IF � - --=-=+------- I' I I- A . - - . I - r� I � l !�� -, f : H I ;: ldl= , '' 'I = �, , M - - I� 1! I :1 " I �� 1,1 ,, 11 � - 1 1 9 j __ ii I � I � , , I __ I 1 - , i N ; I 1 1 , : I r � I 1 I ____:�� I-N ,I-- --1 1 F . I :� -9 I 410F, i j . EA; I , "' ` j � � : ,L.-, - - � I 0.4 ,,_-�� t� � 11 1AA.E ]I. � � � � fl, umll I I W, " ; � , I I L .L I _.____L�_ R r -4 - V I l I 7 _- 1 1 p- � : 9 -I -CAF" , i � �- - .- I LCC�C_4_j r U, I 1 _Ll - ,.O. ! - . � ,;. ! N . . I : � L � . � � � LLY�f, � � I . I i I i i � - i I I _ __ k - __ � Ill - - I `RK,_ . . �1_ F - � - - ; RE01"Al 1 - __ - i ft� . � 1 ,.--3132- j . OCT I 8 � . t /---- rl� 5 -4- - �/ - Ax - . - - 0-2 I/,-- A_q 2� - ERNATIVE � ---- - � ��____ - �� I I 1/0' - , 1-T s r-,- - W IT.." 'MURIl , I.,) ml 1 �, !.- I 'I "" k _' I -4- _X_ -N �F' qi,q _ - I L (T r I - I . � I ; I 1 , i i I R'L P-10l I � i � - W . L I \/RA I ii ", I'll 1 t ;; I r �__ I '� 11 , j . el i N,,,1TN,11r,r, 1 1 1 1 . � F'11`NNN� ssist, Inc. : ill 1:11N46, 1 � ��i_: f. = I A I 1 J i I � l r I N i '- 'l" '71 Virtual Review . I I11, * N� I I r i � � -f � . Asiauaut*��E It t pieted and approVI II 1. I I I ___�� S, 1 - tenotanimse, - t plans Review com' . I � , " - � I � . �1_5 On, � , T,j 0 FBC 7th El IlanatimmOSI4 is I I for compliance with the 202 1 — E � Cq� ', - Ill - I... _ ,� I I I � - , - . i ,-- � I'l, PX2300 � - I - [ --- I I by Debra Anne Klahr I � I - __ � - I KNOW "Ll ��_t - , I - - - � +. ... I i I , . .ES"APEN LL , I I llnX,', I'll i �, - i L, - -1 . noltim 1 � , � � , I ______ I I � - i I I i A � I - ALTERNATIVE ITERN T I 1 1�11,, ! � - AL--AJVE 4 . - I "WI.ED � i 1 . Ill CC ARRAYS _- A' Oe. .1 I In - I ; 1 In. __ CARCinnint, OR I ,2�CCRAR!n I= KWAS WISNIII5 N!", .-I � , L - '. - � CA Ks . 6' a. at ALTE LERAMF -NI r OF RNADVE, WDDD LCONDITIONS & -ANCHOR-10C .-I, KRA 9 v �_ A/ l In, .1 VCNNUI 5111' - N, . -ATION - AAKnR_TU , 0"IE"In, tcoll _IE -.11.11-I"I'll"Anni-1-ill' ""010"Oulty, A&LL-M-UNTI.H.Q.-ffi$.TA-.LL,kT-1014 ", IN T)Ltl�%.% -ALTERNATIKE-I.W _1,111011�;o I i", � �l., � . , VIP I'll ,J , W71�'� A"NtEN'Tt" , : "1_ wc,Ib �)%' I, , �' � � I . S FLOWDA SUILDINIC COCIE " , Y.I.,LI H."I.... ZI. �, � �,l al 1,511111.4 1 .- - = . I . III. .l AS, I'll � , ASS. = Ill. I—- L i 20 GAO X W4NIZED STEEL $TOO PAREL , 6, rM 11 � At � � I iz 1 NANIN 1 'l ARA - AACa qSr III mas III Is L. RES", �-A TC TO 1. � $v E 0�, � - - ,� "/4,02 4 , %i'. , zk�-N-A�i - __ . AA _�. � AR3 CARTA; lCINTH Up, FO a _IY� . 1�' �:- :� , t M _N ,ri GLOBAL PROTECTION PRODUCTS, Llc� WIL [ ,'A I , 11�1 . ILFECO I.,- — — A. — -.--. L.;z 12C m,--,�E—COCI—Ce��,,"o,,,,i-i5�04 �90=101 'a N` � ____�" -, SAA � --4 �?,_ ,/4', - � 2 AT 4 -,Z� . - 7� C�W al I �1- . . , 111. - , AAIR�ZNN ,��.,A, I 'r, in �_.!4--. — m_MN0_,_'l W VIA.3404A, 20-176 . INCZ 0*1 P, !l 1 - ,_ _11 III I - , Rt� --,Z.X "I"I"I"', . I - "m _16� (D a) c- — C/) M (D -`lllllll` -0 > = C-) CID 0 -1-` =3 L_ Sl- _0 a) 0- = 0 a) 0- 0 L_ = ICU -0 0- - . - _4llllllll0 a) a) 0 — U) = = =:3 CU -cu C/) a) 0 -0 -0 = 0 0 .= 0 L_ (D =. all. C lllllg 3: = . 2 LL_ — M 0 E Ll Co 0 > L_ CIO a) " Ill 0_ . U) 'R M C:�_ 1E M . (-_ ' < F -a - U) 0! < z z W mi C/) —1 L. Q) (1) (1) c- -*--a (/) +_j CIO =3 > 0 C� L_ C I 0- ./) ca. < -4-0 C-) (1) ::3 = —0 0 CU OL — 0 a) U) L. CIO L. M Z3 LLJ IfE. < = Z: < [L ' SHEET NO. 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'MURIl , I.,) ml 1 �, !.- I 'I "" k _' I -4- _X_ -N �F' qi,q _ - I L (T r I - I . � I ; I 1 , i i I R'L P-10l I � i � - W . L I \/RA I ii ", I'll 1 t ;; I r �__ I '� 11 , j . el i N,,,1TN,11r,r, 1 1 1 1 . � F'11`NNN� ssist, Inc. : ill 1:11N46, 1 � ��i_: f. = I A I 1 J i I � l r I N i '- 'l" '71 Virtual Review . I I11, * N� I I r i � � -f � . Asiauaut*��E It t pieted and approVI II 1. I I I ___�� S, 1 - tenotanimse, - t plans Review com' . I � , " - � I � . �1_5 On, � , T,j 0 FBC 7th El IlanatimmOSI4 is I I for compliance with the 202 1 — E � Cq� ', - Ill - I... _ ,� I I I � - , - . i ,-- � I'l, PX2300 � - I - [ --- I I by Debra Anne Klahr I � I - __ � - I KNOW "Ll ��_t - , I - - - � +. ... I i I , . .ES"APEN LL , I I llnX,', I'll i �, - i L, - -1 . noltim 1 � , � � , I ______ I I � - i I I i A � I - ALTERNATIVE ITERN T I 1 1�11,, ! � - AL--AJVE 4 . - I "WI.ED � i 1 . Ill CC ARRAYS _- A' Oe. .1 I In - I ; 1 In. __ CARCinnint, OR I ,2�CCRAR!n I= KWAS WISNIII5 N!", .-I � , L - '. - � CA Ks . 6' a. at ALTE LERAMF -NI r OF RNADVE, WDDD LCONDITIONS & -ANCHOR-10C .-I, KRA 9 v �_ A/ l In, .1 VCNNUI 5111' - N, . -ATION - AAKnR_TU , 0"IE"In, tcoll _IE -.11.11-I"I'll"Anni-1-ill' ""010"Oulty, A&LL-M-UNTI.H.Q.-ffi$.TA-.LL,kT-1014 ", IN T)Ltl�%.% -ALTERNATIKE-I.W _1,111011�;o I i", � �l., � . , VIP I'll ,J , W71�'� A"NtEN'Tt" , : "1_ wc,Ib �)%' I, , �' � � I . S FLOWDA SUILDINIC COCIE " , Y.I.,LI H."I.... ZI. �, � �,l al 1,511111.4 1 .- - = . I . III. .l AS, I'll � , ASS. = Ill. I—- L i 20 GAO X W4NIZED STEEL $TOO PAREL , 6, rM 11 � At � � I iz 1 NANIN 1 'l ARA - AACa qSr III mas III Is L. RES", �-A TC TO 1. � $v E 0�, � - - ,� "/4,02 4 , %i'. , zk�-N-A�i - __ . AA _�. � AR3 CARTA; lCINTH Up, FO a _IY� . 1�' �:- :� , t M _N ,ri GLOBAL PROTECTION PRODUCTS, Llc� WIL [ ,'A I , 11�1 . ILFECO I.,- — — A. — -.--. L.;z 12C m,--,�E—COCI—Ce��,,"o,,,,i-i5�04 �90=101 'a N` � ____�" -, SAA � --4 �?,_ ,/4', - � 2 AT 4 -,Z� . - 7� C�W al I �1- . . , 111. - , AAIR�ZNN ,��.,A, I 'r, in �_.!4--. — m_MN0_,_'l W VIA.3404A, 20-176 . INCZ 0*1 P, !l 1 - ,_ _11 III I - , Rt� --,Z.X "I"I"I"', . I - "m _16� (D a) c- — C/) M (D -`lllllll` -0 > = C-) CID 0 -1-` =3 L_ Sl- _0 a) 0- = 0 a) 0- 0 L_ = ICU -0 0- - . - _4llllllll0 a) a) 0 — U) = = =:3 CU -cu C/) a) 0 -0 -0 = 0 0 .= 0 L_ (D =. all. C lllllg 3: = . 2 LL_ — M 0 E Ll Co 0 > L_ CIO a) " Ill 0_ . U) 'R M C:�_ 1E M . (-_ ' < F -a - U) 0! < z z W mi C/) —1 L. Q) (1) (1) c- -*--a (/) +_j CIO =3 > 0 C� L_ C I 0- ./) ca. < -4-0 C-) (1) ::3 = —0 0 CU OL — 0 a) U) L. CIO L. M Z3 LLJ IfE. < = Z: < [L ' SHEET NO. SH 1 .1 JIMUMA �W - 11491gom;i-Lli-*—"M-�l-*A,-MNNstm--W.,m WM_ULaIiN_Q_ WO-0-DI.-S-T R U UQ R UES I. __T= - - .=0`l,W_1 — E__ - 1- 1. AI t i A, i __ l- I "' � � ll, . I L , I /I 0;..__,N, `1 I l 11 j `I1I_1V=" - I .___ I .,-LL,--- I � I--- Of !qf-u - :a,l ,,,-� . I I " I ,,� IT, i . � _,N ,-,, F -- I_/ IA I - ��,_ W A—- A -, - I TE tL.5 , a , Ill, - �.0 W/ I ?/a- RCz_, "ENIF-PLIXINDA TO _ACT�IAA WOM "EkSIER � _ , ! - - i !"Al RAC I.Il a ICli", "ON, a I .IK, R, 4 i � _' I l " . L 'L� , ---.-,. __-J, 1 � . " . CIA— CARAIANCT --US ___� _____1 - 1 - 1A I I A.- u A A/ 1 7, R 7WEADEO NNAF_-RT� TO E'as7l wow `IEADENA r . I I i I I I __ I ., I 4vdmhbi� i f 1 arz_n � T I . I A /,7. 2 � , NNl`L I I' � "Nal I . LW�LTALLATIQN DETAILS FOR 0 R LIFE TORM PANEL Y 1EM . -PTION-. -1-10- -SAEEIY S S 5 ---I,-. __ � `,` �� . V 11 r� -/ ___- -1 � 12Z �z TIKARKA CURITit'" INTO 15TI_NjQ_.WQ0Q T Rf _5jflUL_Q_ .5 _Irs All W= AUCAFI . � I— - _ I I - - i 1- . ___T7IF � - --=-=+------- I' I I- A . - - . I - r� I � l !�� -, f : H I ;: ldl= , '' 'I = �, , M - - I� 1! I :1 " I �� 1,1 ,, 11 � - 1 1 9 j __ ii I � I � , , I __ I 1 - , i N ; I 1 1 , : I r � I 1 I ____:�� I-N ,I-- --1 1 F . I :� -9 I 410F, i j . EA; I , "' ` j � � : ,L.-, - - � I 0.4 ,,_-�� t� � 11 1AA.E ]I. � � � � fl, umll I I W, " ; � , I I L .L I _.____L�_ R r -4 - V I l I 7 _- 1 1 p- � : 9 -I -CAF" , i � �- - .- I LCC�C_4_j r U, I 1 _Ll - ,.O. ! - . � ,;. ! N . . I : � L � . � � � LLY�f, � � I . I i I i i � - i I I _ __ k - __ � Ill - - I `RK,_ . . �1_ F - � - - ; RE01"Al 1 - __ - i ft� . � 1 ,.--3132- j . OCT I 8 � . t /---- rl� 5 -4- - �/ - Ax - . - - 0-2 I/,-- A_q 2� - ERNATIVE � ---- - � ��____ - �� I I 1/0' - , 1-T s r-,- - W IT.." 'MURIl , I.,) ml 1 �, !.- I 'I "" k _' I -4- _X_ -N �F' qi,q _ - I L (T r I - I . � I ; I 1 , i i I R'L P-10l I � i � - W . L I \/RA I ii ", I'll 1 t ;; I r �__ I '� 11 , j . el i N,,,1TN,11r,r, 1 1 1 1 . � F'11`NNN� ssist, Inc. : ill 1:11N46, 1 � ��i_: f. = I A I 1 J i I � l r I N i '- 'l" '71 Virtual Review . I I11, * N� I I r i � � -f � . Asiauaut*��E It t pieted and approVI II 1. I I I ___�� S, 1 - tenotanimse, - t plans Review com' . I � , " - � I � . �1_5 On, � , T,j 0 FBC 7th El IlanatimmOSI4 is I I for compliance with the 202 1 — E � Cq� ', - Ill - I... _ ,� I I I � - , - . i ,-- � I'l, PX2300 � - I - [ --- I I by Debra Anne Klahr I � I - __ � - I KNOW "Ll ��_t - , I - - - � +. ... I i I , . .ES"APEN LL , I I llnX,', I'll i �, - i L, - -1 . noltim 1 � , � � , I ______ I I � - i I I i A � I - ALTERNATIVE ITERN T I 1 1�11,, ! � - AL--AJVE 4 . - I "WI.ED � i 1 . Ill CC ARRAYS _- A' Oe. .1 I In - I ; 1 In. __ CARCinnint, OR I ,2�CCRAR!n I= KWAS WISNIII5 N!", .-I � , L - '. - � CA Ks . 6' a. at ALTE LERAMF -NI r OF RNADVE, WDDD LCONDITIONS & -ANCHOR-10C .-I, KRA 9 v �_ A/ l In, .1 VCNNUI 5111' - N, . -ATION - AAKnR_TU , 0"IE"In, tcoll _IE -.11.11-I"I'll"Anni-1-ill' ""010"Oulty, A&LL-M-UNTI.H.Q.-ffi$.TA-.LL,kT-1014 ", IN T)Ltl�%.% -ALTERNATIKE-I.W _1,111011�;o I i", � �l., � . , VIP I'll ,J , W71�'� A"NtEN'Tt" , : "1_ wc,Ib �)%' I, , �' � � I . S FLOWDA SUILDINIC COCIE " , Y.I.,LI H."I.... ZI. �, � �,l al 1,511111.4 1 .- - = . I . III. .l AS, I'll � , ASS. = Ill. I—- L i 20 GAO X W4NIZED STEEL $TOO PAREL , 6, rM 11 � At � � I iz 1 NANIN 1 'l ARA - AACa qSr III mas III Is L. RES", �-A TC TO 1. � $v E 0�, � - - ,� "/4,02 4 , %i'. , zk�-N-A�i - __ . AA _�. � AR3 CARTA; lCINTH Up, FO a _IY� . 1�' �:- :� , t M _N ,ri GLOBAL PROTECTION PRODUCTS, Llc� WIL [ ,'A I , 11�1 . ILFECO I.,- — — A. — -.--. L.;z 12C m,--,�E—COCI—Ce��,,"o,,,,i-i5�04 �90=101 'a N` � ____�" -, SAA � --4 �?,_ ,/4', - � 2 AT 4 -,Z� . - 7� C�W al I �1- . . , 111. - , AAIR�ZNN ,��.,A, I 'r, in �_.!4--. — m_MN0_,_'l W VIA.3404A, 20-176 . INCZ 0*1 P, !l 1 - ,_ _11 III I - , Rt� --,Z.X "I"I"I"', . I - "m _16� (D a) c- — C/) M (D -`lllllll` -0 > = C-) CID 0 -1-` =3 L_ Sl- _0 a) 0- = 0 a) 0- 0 L_ = ICU -0 0- - . - _4llllllll0 a) a) 0 — U) = = =:3 CU -cu C/) a) 0 -0 -0 = 0 0 .= 0 L_ (D =. all. C lllllg 3: = . 2 LL_ — M 0 E Ll Co 0 > L_ CIO a) " Ill 0_ . U) 'R M C:�_ 1E M . (-_ ' < F -a - U) 0! < z z W mi C/) —1 L. Q) (1) (1) c- -*--a (/) +_j CIO =3 > 0 C� L_ C I 0- ./) ca. < -4-0 C-) (1) ::3 = —0 0 CU OL — 0 a) U) L. CIO L. M Z3 LLJ IfE. < = Z: < [L ' SHEET NO. SH 1 .1 JIMUMA �W - 11491gom;i-Lli-*—"M-�l-*A,-MNNstm--W.,m WM_ULaIiN_Q_ WO-0-DI.-S-T R U UQ R UES I. __T= - - .=0`l,W_1 — E__ - 1- 1. AI t i A, i __ l- I "' � � ll, . I L , I /I 0;..__,N, `1 I l 11 j `I1I_1V=" - I .___ I .,-LL,--- I � I--- Of !qf-u - :a,l ,,,-� . I I " I ,,� IT, i . � _,N ,-,, F -- I_/ IA I - ��,_ W , ---.-,. __-J, 1 � . " . CIA— CARAIANCT --US ___� _____1 - 1 - 1A I I A.- u A A/ 1 7, R 7WEADEO NNAF_-RT� TO E'as7l wow `IEADENA r . I I i I I I __ I ., I 4vdmhbi� i f 1 arz_n � T I . I A /,7. 2 � , NNl`L I I' � "Nal I . LW�LTALLATIQN DETAILS FOR 0 R LIFE TORM PANEL Y 1EM . -PTION-. -1-10- -SAEEIY S S 5 ---I,-. __ � `,` �� . V 11 r� -/ ___- -1 � 12Z �z TIKARKA CURITit'" INTO 15TI_NjQ_.WQ0Q T Rf _5jflUL_Q_ .5 _Irs All W= AUCAFI . � I— - _ I I - - i 1- . ___T7IF � - --=-=+------- I' I I- A . - - . I - r� I � l !�� -, f : H I ;: ldl= , '' 'I = �, , M - - I� 1! I :1 " I �� 1,1 ,, 11 � - 1 1 9 j __ ii I � I � , , I __ I 1 - , i N ; I 1 1 , : I r � I 1 I ____:�� I-N ,I-- --1 1 F . I :� -9 I 410F, i j . 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I � , " - � I � . �1_5 On, � , T,j 0 FBC 7th El IlanatimmOSI4 is I I for compliance with the 202 1 — E � Cq� ', - Ill - I... _ ,� I I I � - , - . i ,-- � I'l, PX2300 � - I - [ --- I I by Debra Anne Klahr I � I - __ � - I KNOW "Ll ��_t - , I - - - � +. ... I i I , . .ES"APEN LL , I I llnX,', I'll i �, - i L, - -1 . noltim 1 � , � � , I ______ I I � - i I I i A � I - ALTERNATIVE ITERN T I 1 1�11,, ! � - AL--AJVE 4 . - I "WI.ED � i 1 . Ill CC ARRAYS _- A' Oe. .1 I In - I ; 1 In. __ CARCinnint, OR I ,2�CCRAR!n I= KWAS WISNIII5 N!", .-I � , L - '. - � CA Ks . 6' a. at ALTE LERAMF -NI r OF RNADVE, WDDD LCONDITIONS & -ANCHOR-10C .-I, KRA 9 v �_ A/ l In, .1 VCNNUI 5111' - N, . -ATION - AAKnR_TU , 0"IE"In, tcoll _IE -.11.11-I"I'll"Anni-1-ill' ""010"Oulty, A&LL-M-UNTI.H.Q.-ffi$.TA-.LL,kT-1014 ", IN T)Ltl�%.% -ALTERNATIKE-I.W _1,111011�;o I i", � �l., � . , VIP I'll ,J , W71�'� A"NtEN'Tt" , : "1_ wc,Ib �)%' I, , �' � � I . S FLOWDA SUILDINIC COCIE " , Y.I.,LI H."I.... 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MAI SHALL Or PEAAEAJTTED� I/i 0-20 55 S Wi DSEF 'TIN& -IL - AEA,�-. f - .AV.AjCHC,;YAENTAi ANTA ,FNAI ENI Enst) OTA ENGAGE ��/4' *Oil ANTEAR',)RD, - -) ANN EASE THAT AF J f PARCCW STAIVI OF PIRLTOI CORCII PAVNI Of FFORF FRATA TT"E FXZTqi WAI A4CHORS -�`D`T` PC AB ENCA" TO RE"i TIRE UAN STRVCTLW INEYEARD E-0' PARAI ANCRVARROF sli BE Ai VENTIONED IN BAT ANI) N 5.21. CC) A,NI S),VN-L BE AIDERKLED MILLOANIING, I OF INA1 RtICAAMENDATONS AM A7V--�VCATTi Of .-A'- AARARES, V,A�vi I IT SMALL BE TAIIE RESPONSTEELITY Or IKE CIONER-21STOR TO VLRi TIRE SOLEANTINESS GATT ITNE ST�Ai WHI SAR,-tR M TO OF ArYACTIED - ETRALSO TAROPER ANCROARARE T141S SHUTTER ISRALI ONLY K ArTAC141ED To CONCRETE. BrOi CAI WATKO F70ME � - T� ANA, Fif [WITNIATION 00ATIFIRKTAX A' TO !ZIQ-,ODAi SI-L S V'i CITRAPITTAILEAT AFLAzTS ARFi RE)AVAN M COKNOLOTTAT, CD"TAI WITH TTIAL ROARING TO AANFAyEAAT Fillop"ITRAER *R- PLAN T.SIAK ANO SEA Sli TRkI*S Ai AROCri IT T - ITNTV1 L I � CRAM Pi NNITTAAAARWAR -Ri Yn.,F, Ai VATTO -4--irto AN -S O"Wi 1-1 AAAA TA"i ATAT Z.AAARA RSDAILAY"S PROARI)i EV T�AE JORSAIMCITON VORRE ACRES! is APPLIED To - ATRIUM WINDOWS AND OOOI Ni I - Z TAAAAA A— -V- TETISIFEjlii TE PATORT !I- III' , MES PROWRT EVALLATON, DOCUMENT �FFE,D.) ,�EtRARM OR ENAS VOSEATEER is GEME"TTAC AND DOES li INATTATRIF ilff-ORAVAI ITCAR A ST( SPECIFIC PROJEL% LY, WHAEK INE 51TE CONDITTERES DEANTE FROM TITE PEZ Tb' CONTRi0i TO BE �- INSTALL MR Thi ECARAMATA PARNE,KASE Ai INSFAUATNOT, STATICLUEANT, LIFE SAI ALAr �l i s PRODUC -ARAB 'IN 'ANTS "EX, PROOM �/Sm DOES NOT DWI FROM EF4. 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I USFD, C-3kPESFlDNDqNl QN- 70 AILT',Ri 7W ON SHEET I, I D I , 4 . i �A L_�HL M., � __ - I - I , -_ --- L---- L __ ___ I l b - I m I - � . i I . ,� ___._____ __ I .------- - __ 5* i ! I - PIT - C 11, , __ I V"', " I � � - I, I i - EQ, : �� I i - IP4��, I I i �,� E � I . - I � I , I , I " AW - --- 'r - _ ----_ 1� : ,/,� It - -1 � __1 I � I I -- - 9% - 'I I � IS- _ I I q I .----- 1__ __ - . ____ __ ==n==�r -, , . L=_ �===.=z:.---.-1--_-- - � =��.,__ = � � __ , , '.. � __ . . 'I - . . i ME I . 14_1_:1F � I - E", - I . 1� 2��_, - '.;zi q . � � 1,I)l IJ ;� � _______._____..__ __ , , � 7 ,- III;� 'T, 4 ill (� 1) ,"'i I � 7 �� W I �. - D�rl Ilk"ill ErERJOR 4 FUIi P�'Nhl _,, "i t r457-TC111, �o AOCI TOT, Arl"", I I i I , - I :: " I - :�O� __- � ,,, T�, I I 4 , I T; i .1_______.. __ � -- L - - , i �', :l � It:, TABLE ;j A I I' li - - �04 �,P= � 10 1, P ',� . � � I I � ,4' /4*. !&ADON '. 1/4% TAPI! .A/13. �-!A/13 2-3A/JA� R-IMI;3, Iii R-Z---!14, 1 J - , ; � , L=01i , 5 , : , ,--o IkIRDw 1 /.*. TAPC" - 2 "____ 5 0� I � : 4 R_ � AW/15, 2AW/15 R-,-,AA�LI6. R-IiEw/15, R�28W/ts, g-CAli i i �Hop a �_ PC -�tllk 0 ii ZFC, Aliii C Ii 0 _� _111T,04 - Q_ rll� Ai Di LOAD m i I , lt,�I,Oks S,L[ 5L;11, & -l"All"Vi lP,, �Tflr,10`, �?, 11, IS A If F . j - III IL - - i � t 124' M110 r7-P � � F:iM-,Lri PDTT,L�' - TICIRE- -1 � WST � uOUTIES � DNCEC IL OW _ LKJSIEK PPitli 0D`,iCRFT,E OR EXISTINC POjWD CONCRETE -OR � fil-li I i j F_ � - iiw�;KLIL $I,It� pi:OvIRR, iijiji,$PF� 0110C'k �_OJNILD_ PaNCRETE SI_CCR� REOU,f,FiItr ,'ONCRETT SILKS REGIIAED 40 PSF OR LESS - ; LIFE SA-FETY STORM PANEL A' ELQ TION Q " � . I I I - YA i . I qD- -is - � ; �L"�� : ,4_� - � � aEC�� sEaION q I ON 8-2A � f � I - l.A 11 I I ', rk�lEL_ L � ! R 4R LIFE SAEJML2,i LS > 40 PsTi ,3S FTSF 6 ,__2 __] : I l-l-��[GLILAF - � StOIRIF l� 1-1i, I 9--REWW. 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PERI EValuation Report I. be On isSned In Accordance Rvish the reqLaiddidents of the Fladde, Depallefteid I of Buidness, and PnoteRsAa-I ReguMon (Florida Bialding Conit--�m) Rum Chaddell 51ii 005 F ALC I for itahFaInd. ad�"Iar,So EAD Method lid) -FR pirodivi noted above has Dean talked .ndiQ1 TEN11100i 45 ITUITInHavEod hilrain To sla"RY, COIIETTIW�R Al the FEQEI Elueldtara "i SelinERF, Edition (22020) and is for the Rape An fidefW0 at Tided equivalent F. that rislunarn by ad, Code Re-eYalkabon of has Droduct si be devitaild halidwing pertErvanit Flanda Suildens Code FrOadiffunihons or rev'sIdde Substantiating Data: . PRODUCTE'irALUATION DOCUMENTS rX &SEARS 420-31543 *,!tied '24ga GalivalreiXed SMW Stronn, Pandis iiHVHZ 8, hN%A�RTVHZ)', Alel FIHS, piopadFd MF EnanMR:,Fg EXr#OSUr Fanned III Sonled We Frank SFI.rrado, P E Is air INTRI El HE tnis Evaluaill Fanort . IEST ftgPlI j Unifloarn zal stilrin.A.Ral performince, has been tidded in acroMmance with TAS M Beat standards W test ropornea#87ASIG-17-001 tq Ciactidivallor Tesifinq Inc , LOT"' R-alik, iftil NERAHADER, and cyc4i loadg pvTforall Edi Fal Wall *U,,,R,,rd,aEEA, �Rlh TAS 201 IRAN 7AS 203 lost sidindiefids, pw di ileporas) *EITASG-17�001 by Ellackildanor Testing, Ill - STRUCB!LAL EMINEEFUNG QAj&j&ATIqN§. r 'TETUTIl STaRnetaiRig AiNculatlaris InAl faleii preparad which wavul thar pron-I based an . - .� 'i ..",-,-,,b,, arwi F.Wrial anali In qRsifify Bid Milovill,41 didal .61i I I Maxial Aftivai Spans 2 lAinumm Allal W Spans :1, blindinil Girl sTapatril 4 A-harit Spacing ____ 166'5id 12- A,.,-,'F SUITE 106 DDERI`?E2-__ N7�_, �_Rlil_ T'JS4) �tS, -0560 (866) TINS -9 999 � 4 � , �E Ell E I'GINEE RING 1? I I LEM ENGINE E Rift5fi"Ftss - ,11,11 11��.io!QE;N , . 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JILiale 2 lil,� All American Shutters and Glass - 24gfj Gakanized Stol Sturn) filial No 33% Fri,cliFTEI HE aflnivabke stilel � Gs Loan ai in Pan deaK ri ,jr of Ons fitroThia I.aparal MOM ijawrig I. not rAnal Tint OrDOWWORFas CIFFASKIFF OfMind zri 4 And iRURF&TU[ ORNSuIS Impact Resistance: I'TTIT?e ITsi Prialsialum has been iforrionstinallad as TIFFIFIFFniliTind In prevul Yelled lell dejjil:nijs�, imilit h, aIrounted For TIT file anlaneeirInq design -,I Him omxlucl Wind Load Resistance Pa P,�ld_'-,!t�ta$bee�-,E',*O$iped�nf�arE�s4w,�r4�oo,l�,L�.2,�ldra�ed��n�h.'sl��,viAch&J.I,i�,��l�:�p,l�ho ' . ' i asill Tind, Producl r-'4liallari Docani (I a sRltTnErHFoiTE dnrmr,g� Installation This ,it�M1,Ct Shall he aMid2SEEd ill Stli Minal4anEE, Anih It', nispiertide Product E�Eaffnl 00CIADAM11 !Lie IN'T91FROTHad; driliilllflq,�, ,RI Mi 041, coinponwds oTIRLIJ Tharillin Product marrivionents snalf be of the avelell sbecifuAi'in that ExroduRl UESPective Pin-efti EvaNTRIAOU DDCIL�- - a e. 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V liflullp U11,1011i , ICIF IN![) NEGII IFNI Iii "ESCAICIII-IFTID !I iiii in I _ FOR USE WFTh TH15 51:5T_L_�;,141_1 LIE '_E_:_FUMliN[0 li"F� � IR PAP 11�1 PANEL SPAND -I SFR;PA'FE �',',aTEIHiVFA 7K'A',C0RDAFRZ=-WITfI I HE ! g!,: � I �� 21%'r.inrjjll,��_F�Orl� PHEIAS,nRt�, Plvlr,�Edl Als. I I i CP 1k]IUNT KI)NEF Iq '11",17MII-EDINACC101i4d YJI �1111&5l 7 AND CHAPT- 'I LE � 9 7i,pr". . , * I I I RE AS Ri \ SE111DII . L9N IX YLO T��CITPI DA 0,_1,1,-11iN1G CU)[FE SPIALt BE LESS ,THAN --i I R . ��, EQUE-1 T' THE D:6MV, 011 NEGAI DES;IGPI � > g __ 0 , , - - 10RAN' ii I I I Vlaii,RE:��Al I dk,`il�l i-iblitD lnf�2L.. . 01 E . i ! I -1 � *�I�j IFFAII , H EPEU . A.3SEMBLY As 1-W-AiIN I 25 ; � I I I i I I/- . i i . ,,, ,�,. Z, Z11DIM 0 ;1 9. �_ I ��F - 'l, "� _t'l 1'�Fr � 'NFI1 I sk P, � " 19 1-!1 - 3 r I il GENERAL NOTES� � � L� . - I 1 �4 �� A—EUATE SPAN I"Fil-E, � � i, r, 4 i . I* la - Z2 � 1 2' I. I"HIS SPECIFICATION H,L 5EFT1 DE51(�N�'_Anil 51I BE MERI IN ! p W O Fill I . IRIEKENTs G'�E DFIDA B"I'LOMA A)DI , , - 112, � I / � I i � 1 Accoll"DATICE _TR, rHE KAG- , " - , Q 13 - I , '_� 'I IMI Irl E'l (20 � IF �! INSICII _FJMMUR-lMi7_ Ill r *L -, ' - � - L. : I 1 / 3 . "th'i _ ME IN - - ;� I 1 . !.� � . I 'D3 TEST Pe --,S�TOR SFDR�:AV.�TTGAT� L - � . I. 1 201, 21�2 DID . _1TOF I - P I � . � I i V U ,MDCOFIFOR4TO LI.LOr,A.LBUELDifiCr�IDEAMENC*ICNT�'e�-IKHStAY . I �� I , I I A TPRY DID-CF4 C01"PTA BEYEAL kn Til'i h1lill MAY REQUIRE .- I- I I � . M F; , !y � ED RJONEFIFFING, , I . I ,-RIJ I SA, a ADFJM.;[�A ETTE RIPEFTFEF7, IEYJ� a % 1 i I 1 2, I 3�,�% lw�TFA,a [a MILAWARU ,�"FFFS& RAS Will Uses IF 1i � � ", � Z� i I � �1 - H DESIGN 0i'THISS�71EM I I 1 I � -, a I THE ,,�4nilTECTIfN�M0FRECORD FCRTTA MQ)EK7 L i I I , 1 ROIEAST�RMIE .TTH V1FHC4TI4jS Ot�lisn IS, F)SEtIS"Al Be litis-ill 1 LD - � I I 1 � -, � / 9 MR THE INTSIll �F �s,S�71"C " AFAK&� TO THIFS AM�44 qHFICH I ii � . - __�7 1 4, fuligidi-I -'rre.,W 1� � FALVIZI ERFE ;FNG� SflA' FE _EZ-Fill . � V . � 1 I I I I : I I I I I � I a -F � I 1=1 . . . I � " � f IIATRI EPE" - i � � I ia 1-1AL'al M�_ "'n.le �2�11 DEIL -di - 91-1. -- , I'S 1 . i a I ? 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[CONN ILIPM 11 Ron CAAI�Qd -LMUCR]ETC CN,Y, INFTALk ALL EAECRE7E ANFMU�`AFR � I I n1leA '�� 1 I I :� A� "EFO D! i § 8 � - 13 1-HE CITAI-FaTTFIR N RFSPONI T., 1145I)LATE I All AUL I 11 `.7 , � I I ,A",,, I—" "Is""I"'11-115 N .� - -� I tHIFFeTHIS '-P 01-1,JIMILUT MATEEFTRil, 10,1FAINTNEILECTNOLY'S", � I i i _,`_ - - , I - IT T" VEAL All � I, " . 1, , . i � I E�__f - = -1 �QBIFTPUCUIJ 4 i4L EIKLIEDER, ,.�'ELI�EPEIZI�'AL�DATt,�,�TR��LDESIGN.45.� .9 � WN IDN� j5E (AF THIS �?�=A`130,4 all 20,,79�Tollt, el. AL i i I i I I I I . C.. 4,11 1.1 i A � �Af�ttr��N��HA�le�,�SnOfIEM��R�LCOST&�u�� i �-, xg -P 2 i I - � . ! ; I I I' � CLUDING LEI IF `5 A ULLATE lEE& RIESUL1 ii MOM RA�Jtilbikl_ L ! , , , i,,,�� - T I ' FlIfAT10I 5V,,�-" tRR7II(',i,l A C01,15TRIlIcTl�il MRAC77,71ii FlVtMo THAT I 10 , I � , i , ,� )� 7 2 171 AF --- �11 Fill .1 LI_ -1., K L S . 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TiO"Ti -MLI-XII HOSFE-R04-7UR SHALL CONRO" TO A.TM (SO1 SLTOCK� � - IFFIENIMUD iDIBEDIMENETEAFALL BE AS IFFENTEi ANCHOR 50MTKILE 7 MOM UM EMSEDYIENNIAND60,GIEWStANI EAFE-LUDES STRECO. FOAM, Ell AND OTHIM, RALL FIT NES Hi ehn,F, FINISHES SMALL REUNITED TCli�'MA,XORSNALLUEYEPJFiED�-.OTKEF�-� AD1E(tMTRANSFEFZ LOAM TO �EEST STROOFORE. III _FFE A. All Pl E I- H ERE I N S FUL LL B E 814 BE DDI TU U A - MAIER`, D i'MiNIC-Pti ONFLY ii WHINCIYZIdi TWC7T,qEr.�v*oDmA,4i"c,cwr.7.4.zcon�>rriow,uAvvAAY FIELD 41lUEY THAT FAST ENERS ARE IM7 n A, C lir,il FATE WOCID PRAIMIND MEMBERS, NOT F`LfvYO0 D� FASTIET11114 Q TO A-110001) 15 ACC51laaf ONLY'FOR $11i CLOGURE PIKES. ID, WHERE ANCREAS FASTEN Td NARROW FACE OF STUD ANAMI FASiTENERSHALL BE LOCATED IN EDITER OF 141--liell 2* X '11"Effill VIFOI ET, UD (ZS- EDGE DVEFTAI IS ACCEPTAN-L FOR Wil SNIDE , FgAMIII 'JU D SHALL BE -iOUTHEAN PINE". -0 55 OR C-REATER. DEIII LALGSCP.R'4 S14ALL PLANS PHILLIPS PAN READOR HEX HEASI 1IF REPICIVAL�AW'IFORSARE DEVIALT PARTELIMATE, ALL-PEREFTS SOLID-51151 &ERASS BUSHINC L2. I'tAC41NESIRRYS-HAc�HA:VZ-la'MgU�MA��,I LIAC.AGENetAr�OP'THP,EAD!ilt.rOT4E BASE AHOI AND MAY HAVE EITHER A Pan HEAD, TRI HE -AD, ISFEWIEFER HEAD (SIDEWALK, BMT)MPIO 13. MNIMIJIN EMBEDMENT AND EDC-IE DISTAIL-CE EXCLUDEI3 SIFUCOO CIA OTHER WALLFINISHEA, ILI[ = DESICTIATES ANCHOR --iNDITIONS WhICH ARE Ili A0:15PTABLIE L85S -= * WREEZ. ROUNTING tdEAD-110i Fill F_a FAR HUT-ALAITIDIN iii ,� PeAlatil �--O USE vil THE ANCHOR AI�FRDEJL� LIS -Id �, T115, SHEET ?C_' :�;` `1A ,H, , _,_ -! __ .' - � ? , �,��' i�, .1 , D ii� _� I 'a � � , I I � ,� : , I � r ,� I I : g5 I I I - I -, , I L. ! -8 q I "I 9 I . . I ! I .6 q !"I I E i .It I I i = Ell, , int MH (A � 0 - 4 0 z I r I 12 �- i I a, I .! I Sef 4 Ii ,� *- I " - rl- 121 I = ,,,, I :z ; ; ! n E, I re t - " x . x :� < 01 OCT 1 8 ' ' Virtual Review Assist, Inc ' Plans Review completed and approveld for Compliance with the 2020 FBC 7th Edition / bY Debra Anne Klahr PX2300 , ,,,' -0I a) W C_ U) _0 -1 > (D c— " 0 L_ (1) (1) III 0_ Q_ C= 0 _0 0 L_ = 0) M -4-- 0 -0 `W .- 13- U) . (1) tf Q) -0 0 L) 2 -0 -= -0 = 0 = L_ 0- = -2 a) 3: C13 = 0 - 0 — M LL. L+_ C:) (13 > U) . (n . (1) C/) "I _11i 2 Cx c- �-- co -0 10. .C: Co -Ill U) CL < a 4 z z W =I a L. (1) (1) (1) c- _11II—a +--O c/) =3 >m 0 L_ U) C1. 0- < (1) -4-0 0 C: =3 lill M 0 OLE 0 (L) L. U) M L. co =3 LU mi < :Z-7 :E < _J (1. I SHEET NO. SH 1.5_ W W 118"CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT Al - SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK \ 2) SEALART JOINT \ 5) SEALANT FR Om INSIDE EDGE OF WINDOW FRAME N INDOWSLICK W ACROSS WINDOW BUCK X�DIEXTEND TO INDOW FRAME MASONRY— ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUICK ALL THF"�,VAY AROUND, INCLUDINGSILL SCS 06 05 CMU INSTALLATION 6 POINTBUCK AND E FENESTRATION INSTALLATION AND INTERFACE JAMB SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEVI STRUCTALATH TWIN TRACK 2.5 3/4'CEMENT PLASTER 12 MlL (min) DRYLOK EXTREME APPROVED FlASHING 'APE -V` SEALANT SOCKET WIT H TOOLED APPROVED SEALANT WEATHER r— RESISITIVE A. BARRIER WEA HER VE BARRIER & �ARIIL Y SECURE WOOD FRAME CWON5TR. EXTERIOR SELF -ADHERED FLllI SHEATHING BY LAPPING DOWN OVER RIM J(DIS T AND UP I BY 6 IN- IlVEATHER RESISITIVE BARRIER SEALTOI�:15 OFJOP UN DEIR, [')ECK, �N(3 (SEE DETAIL. INIT'07) ED FLASHING 1. Cut. fold up & ternpoorarily secure Weather 1 r=_! HEAD FLASHING IE-UN INSTRUXTIONS: resistive barrier above header to allmw for flashing Installation 2, _Self= -adhered flashing plus head ffash�ng under weather resistive ba mer 3. Fofd weather resistive barrier back over head 2 flashing and seal with tape SELF -ADHERED !FLASHING Scale: NTS FLANGED WINDOW 1WP01 RLASHING INST ALLATION AFTER 10-fEATHER REQ13imATIVE BARRIER DO NO- BOTTO F L WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instruictions Refer to the number marked as 0#) in each detail that corresponds to the numbered! iterns in the list of instructions, below- 1 . Install self -adhered flashing in order as shown by numbers 2- Instal! flashing and weather resistive barrier to form water shedding laps 1 Self -adhered flashing can be subStitUted for building paper 4� Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to SUbstrate using a square piece, of flashing material (6" x 6" Minimum) & Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing acccrdingly to fit tight to cornef Mechanically fasten as necessary A SM0,110, 2x FRAMEWALL TILE FINISH 1/2" DUROCIII 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED — VINYL SHOWER PAN -A kSHING 2 E AM WP07 1'4'PER PLAN 1"-0" PER PLAN A 4 2" WEATHER RE-13TIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHF-ATHING 34%1" BEAD OF CO?I*TR� ADHESIVE TO BE APPLIED UNDER T HIRESHOLD OF DOOR AND R.-I URN UP JAMB 6" USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECT"nA,.1;EE DETAIL. ----------- SELF-ADHERED IFLASH,ING J C2) SEAL TO%1' OF JOISTS UNDER DECKING (SEE RETAIL WP07) SELF-ADHER < SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z z 15 CL Cr cr_ LU UJ U) 0 W W W U) 3: 0 A WINDOW UNIT FLASHING REQUIREMENTS DOOR RlI OPENING —SLOPE R703.1 General, Exterior walls shall. provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall -3 in: 12.0 in _114". 1" BEAD OF CONST R, (0 6 cm : 30. 5 c m) include flashing as described in Section R703.4- ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND REI IJRN UP JAMB 6"'. USE L10IJ1131 R7031 -1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAiL BRAND OR EUUAL VVLA � HEIR A EXTERIOR PROOF CAD -- I CEIVIT. FIN, within wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exte water that penetrates the exterior cladding- SELF-AiDHaRIED FLASHING B'UILDING PAPER L WIRE 'LATH R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFI OOR! approved water resistive barrier snail be applied over studs or sheathing of all exterior walls No 15 asphaftfelt shall be applied horizontally -ER CONTINUOUS RACTIC ROD & SEALANT . , with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terrninated at penetrations and building RIM appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703,1 J Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where appliedover wood -based R703_7_3 �2e_ I A. A 1 rr__ sheathing. shall include a water -resistive vapor -permeable barrier with a performance at Ifeast equivalent to two layers of Grade D paper- The J 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, SELF -ADHERED FLASHING WPO12 CEMT.FINISH SILL/ POTSHELF/CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-mmute Grade D paper and is separated from the stucco by an interv6ning, substantiall-ff nonwater-absorbing layer or designed drainage space- MECHA ICALILY FASTEN IF RUBBERIZED ASPHALT y NEEDED IN CORNERS ADHESIVE INSTALL SE1 F-ADHE-PED THRCIUP�H SELF -ADHERED ASPHALT ADHESIVE R703.4 'Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied ra FLASHING, SEE LASHINI I SEILF-ADHERED FLASHING�_ FLANGED VONDOW shing.e-fashion or in accordance with the manufacturees instructiors, Metal flashing shall be corrosion resistant. Fluid -applied membranes CSFE UF-TAIL WPGI� used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the CORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered !,Membranes used as flashing shall comply with XAMA 711. All exterior fenestration products shall be sealed at the juncture with FOLONG =ORF ADHH1F:0I FLAS -G the building wall with a sealant complying with AAMA 80D or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and SEI " i __ art EA'SE PAPER TO EfPOSE EXTEND A MINIPAW, W 1; yr contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERT� _N L FWAO ADHESIVE AS SHOWN6 BOTT&L. OF flashing in exterior walls shall comply with AAMA 714- The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1 Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703-2 for subsequent drainage, Mechanically attached flexible flashings shall compF r With AAMA 712- Flashing at exterior Window and door openings shall be installed in accordance with one or more of the y (1 2 following: or for applications not addressed in the fenestration 1.1 The fenestration manufacturers installation and flashing I manufacturers instructions, in accordance! with the flashing manufacturers instructions, Where flashing instructions or details are 4 ') not provided, pan flashing shall be installed at the sill of exterior window and door openings- Pan flashing shall be sealed or > (6 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 --I drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1,2 1 .2, In accordance with the flashing design or method of a registered design !,Professional. 1.3 1.3. In accordance with other approved methods, SELF-ADHERIED FLASHING INSIDE CORNER 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDIVIA35100 or �FMA/AAMA/WDMA 400, WP05 WP06 2- 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or rnetall copings and sills. Ground -I 4- 4-Continuously above all projecting wood trim. 5. 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6- 6-At wall and roof intersections. W t Resi t t �B r i 7� -17.At built-in autters. ITCH HERED FLA's1I (2 � F STRIP OF SAF DRAINAGE PLANE WRB ��D_IND BRE-41 WRB sF� L.dt-rt�t WRAP D P WR 8 ON T 0 Tf-JE VERTICAL S ,LJRFACE TO TOP OF PLANGE ASANI AIR BARRIER 1-1,Q'INCH FLANGE THIS GAP IS A RESH T -I NATURAL SHRIN�A-_--_ DO NOT SEAL. R3P SCREED PLA$T1 SOFFITItICANTILEVER LEGEIN' D SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (OP.) WEATHER RESISTANT BARRIER (WRB) BOND BRL:�AK WFAT'HER RESISTANT BARRIER SELF FUR'f'!UN(,, LATH PLASTER 4CCESSCRY — OD DEN a -CI '099% PLYWOt `ZSTER STOP \ITINUOUS BACKER ROD EALANT t,1ENTI"Tlc)US FINISH r Lath Sheathing Stucco STRUCTURAL FRAIJINC'� T S R _LK�TURAL SHEATHING PIP OF SAF DRAINAGE PLANE %V BOND BREAK WP5 LATH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Centent Plaster in acrordinci- with ASTMC-926 Felt backed V metal lathe in accordance with ASTMC1063 .,N Building Paper -7/16" O.S.B. % sheathing Metal Flashing N Weep Screed Installed As Per Manufact. Specs. %: a Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster I.. accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor EEP SCREED DETAIL W SCALE: NOT TO SCALE 4 4 All 4 40 4 40 40 Virtual Revi Assist, Inc. Plans Review com leted and approved for compliance with t e 2020 FBC 7th Edition by Debra An Klahr PX2300 Ite 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16"O,S.& sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per, Manufact. Specs. 112" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 40 40 40 aP T 2-81 U,e,, A, No,� Q5 Sin b� t� A,, ct