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HomeMy WebLinkAbout36560 Smithfield LnABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN ¢W ' ` `� N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS - `�. N ALUM - ALUMINUM # -NUMBER A2 1ST AND 2ND FLOOR PLAN A ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 do A3 STAIR DETAILS ice" '•.� a AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 TRUSS CONNECTOR REVISION ppr sr�, AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A4 FRAMING PLANS A 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A5 EXTERIOR ELEVATIONS & ROOF PLAN o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A6.1 1ST FLOOR ELECTRICAL PLAN °O BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS 5.0 ADDING K, L & M ELEVATIONS 'LO BM -BEAM OPT - OPTIONAL A6.2 2ND FLOOR ELECTRICAL PLAN BLK -BLOCK OH - OVER HANG SNO STRUCTURAL NOTES 2. WATER -FLOW RATE. BLDG - BUILDING OH CABS- OVERHEAD CABS SN1 STRUCTURAL NOTES4•' Q PUBLIC FACILITIES LAV 0.5 G.P.M. z BRD -BOARD PNT -PAINT FINISH S3 FOUNDATION DETAILS 3'�/r�,�.� �,*�� BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S4 FRAME WALL DETAILS BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S5 STRUCTURAL DETAILS O BUC - BUILT UP COLUMN PERF -PERFORATED p S6 WALL SECTION DETAILS CAB -CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC SS RETRO FIT DETAILS CLG - CEILING PKT -POCKET ST STAIR DETAILS W CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS p CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR PA 1.3 PRODUCT APPROVAL CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.4 PRODUCT APPROVAL 4)O � 0 CTR -CENTER REQD - REQUIRED SH 1.0 HURRICANE SHUTTERS M �, CJ - CONTROL JOINT R/A - RETURN AIR 0 HANDRAILS - CHAP. 3 SH 1.1 HURRICANE SHUTTERS 4- +• � O M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERS to V -0-0- 2 M DTL - DETAIL RS - ROUGH SAWN SH 1.3 HURRICANE SHUTTERS 0 GUARDRAILS - CHAP. 3 D 0 u DIA - DIAMETER SC - SOLID CORE SH 1.4 HURRICANE SHUTTERS 4-- p U: g o DIM -DIMENSION SCP -SCUPPER STAIRS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS U WP 1.0 WATERPROOFING DETAILS V QN DISCON - DISCONNECT SCRN -SCREEN to w H DW -DISHWASHER SIM -SIMILAR CHIMNEY &FIREPLACE -� 1)a DR -DOOR SHLVS -SHELVES DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR 0 EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SOIN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS ■ EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS p ui C w o F- FR DR - FRENCH DOOR VAC -VACUUM W W -j O � � z GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR U W � ° J o u_ 0 o o o_ TO BE TEMPERED GLASS. (SECTION R308) Q H m°� o o x o o m z a GA -GAUGE VERT -VERTICAL Q - D°K zu-u.�zm-j°�-¢< GB -GRAB BAR VIF -VERIFY IN FIELD Z Cywawv�uziwwv��� � � GFI / GFCI - GROUND FAULT CIRCUIT INTERRUP FOR VTR -VENT THROUGH ROOF DIMENSIONING: Cy O Z '' ¢ ° w ¢ z W z w ° a GWB -GYPSUM WALL BOARD WC -WATER CLOSET a Q a 0 ~ o ° � a Xd a a GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD - HEAD WL - WIND LOAD A. 1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC - HANDICAP WDW - WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF TRUCTURAL CORE -STUD z N INT - INTERIOR WD -WOOD AA.. WINDOW OPENINGS: LLI LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING O LT -LAUNDRY TUB C/) 0 r, LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING > (/) O MAX - MAXIMUM A.5. DOOR OPENINGS: (0 O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 F M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q U) M j MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED LIL MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR � MC - MEDICINE CABINET FRAME Q W Q In MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER Ix a, M OF DOOR a- `S 0T0 A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q i- Q SURFACE TO FINISH SURFACE z U SYMBOLLEGEND: A.6.1.EXAMPLE: 3-0 CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND W PLUMB. WO = STAIR CALL OUT HEIGHT OF SHEET NUMBER C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: J O \\\tD STEP DOWN 1 -INT ELEV NUMBER C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES (� FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS mi �J SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE CARROW SHOWS INTERIOR ELEVATION CA. FRAMED WELLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTED A9 ARROW SHOWS PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OUT -SEE SCHEDULE ENTEL ELEVAEXTERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE i I I -----ELEV NUMBER SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - LEDGER SCHEDULE SEE 4 A15 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE •, ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW co MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O o 0 0 N RECt-- I "VED l 00 MONN OO O - O O I I .Nov .2. 1 20221 1 0 U) N W 0 0 0 0 0 1 Lr)> N M 4 6 I 9 Myri M20-.ia�l�l L0 WCT 2 8 2022 cc)0 QZ O w VV\U 00 0vN NARm 0Lo -0 f- p w _> p p Virtual Review Assist. Inc_ z a�a Not Review completed and approved � r„ � w f& ttophatt wd the 2020 f8C 7th Edjto = w= W Ann* klakT Pxt.� mL 1—o 4600 W CYPRESS ST SUITE 200 �`' z=u) ' NOTICE TO BUILDER & ALL SUBCONTRACTORS n" zoo TAMPA, FL 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Q O � W" d z z . 5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING X 813.574LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT � Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O (� J SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 0 a_ INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION -r FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THEW 00 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE 0 DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK 0 LAST PLOT DATE 2551 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE > August 8, Z022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. O I COVER SHEET _LL ULL H� L a hELEV S3 (-) 0'-3 1/2" 30'-0" 15'-4" 6'-0" 2'-6" 2'-5 5/8" T-10" T-6 3/8" 3'4" 5'-4" 3'-2" T-0" 2'-10" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 12 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF 2'-0" (j D -Fl- o • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR B of • BORACARE TREATED LUMBER IS AN Hg ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) a Ida 13 � 13 � Q � GG I IDI S3 M 'I T-2 3/8" S3 13 BRG WALL I I Oi � J - O —4@ M m M a I I 13 w GG w O ( S3 - o ------__-- I -v 13 L- C.J. � �� 13 7 o 11 15'-5" B SINK \ ELEC 9 II - o o II II I v 0 ti d i1 II 6 -2 3/4 SHWR 0 i i - I I (D � 11 II II ii 5 Ilii II II � I 13 a' II IIII II co , - 1 Ili I ih v I > ll-] I - I o �g 6Z _ - --- Z `i Lo 1 4 II iO d rn CC 50 I Ik 14'-6" REF - Lo I S3 0 i i II ti = 6 , 4'-2 5/8" 1. 0 13 II BRG WALL IO I D - -� Co 10 G D I I ELEV. C.J.— --- z-- -- 2 a) O O 13 0 `- abo ZD D B S3 v I I I I ' to 13 0 io = — o C.J. II N — — — — — — t — — — — — — — — — — � -' M 9'-4" 9'-10 7/8" —A Z SEE DETAIL D/S3 ao z o 13 FOR FRAME WALL I r` O O TO CMU B U- o I i CONNECTIONS- I I 01 a00 13 J �I S3 Lj -I 1'-11" T-0" HB 3 I g�� A 60 ' o o M A CV d C1 d C C FoIF q ELEV. 16'-0" 1'-4" 8'-8" 1'-4" � (-) 3 1 /2" 10' U � 20'-0" 10'-0.. H a Co 30'-0" FOUNDATION PLAN A 1 1/4,-1-0 FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R N N 0 = FILLED CELL W/(1) #5 VERTICAL N ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB °� °D 00 A = FILLED CELL W/ (2) #5 VERTICAL - ` ~. C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) U')(2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS °" ' r CO LO m= WINDOW OPENING ABOVE m' a PLUMBING NOTES:, :.;;::{: Z FBC 7TH EDITION (2020) PLUMBING SECTION 604 V _ IN- O 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS w 2. WATER - FLOW RATE. o z a 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 (D Lz 0.o u CHANGE DUE TO JOBSITE CONDITIONS. M LICENSED PLUMBER TO VERIFY AND HAS THE N V -0-0 - 1CO AUTHORITY TO CHANGE AS NEEDED. } O g 0 U CJ - x .N w aN c O KEYNOTE LEGEND i oco CL KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 1-1/2" DP X 8" WIDE RECESS (/ 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE O SINK - KITCHEN 6O REF WASHER w W/H W �� "'��z' WUr W �O� Ja0aof')U-v0U0 UNDER SLAB ELECTRICAL CONDUIT Q 0 q) W W 0 z 0 W 0 0 m °z z a 5 O O 0(DEL> WWF-zLLCr<0 10 LAVATORY Z Q<Qow �?wz�wvoo. U- Ow � P BYO a a 11 WATER CLOSET o LL Q 0 o o< Q w 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL , O 14 (3) BUC W/ HTT4 ON BOTTOM O Z N O FOOTING LEGEND O � TAG TYPE SIZE REINFORCING (00 O O M O A THICKEN EDGE 8" x 8" DP (1) #5 CONT. < (A CO I j I�B1j MONO FTG 20" x 20" DP (3) #5s CONT. � U) LL 'q PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY H W a CLO C MONO FTG 16" x 12" DP (2) #5s CONT. Q Q 0000 Z U �— W J O (0 mi d' co O Co O O O O N o N 0 N N 0 O CO 0 0 0 O - N p N o i l z 0 NW � > o � 0 N 0 cM 0 � o to i ... OCT 2 a 2022 Cr } 00 ZZ aZ Z W F-j W O 0 0 O _ U U � I— O z j 0 Virtual Review Assist, Inc. - Z W—a Plans Review completed and approved r� Q r-i F— W Q for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 WLn W~ Ln 0 NW ?_w . . W ~D � O zwo p z U aZu_ z 0)Z pU ow m z z w W � 00 O Q LAST PLOT DATE O Z 4-0 August 8, 2022 MONO FOUNDATION 'J PLAN A 30'-0" OVERALL 8'-5 5/8" 12'-6 3/8" 9'-0" 30'-0" 00 lot 42"X42" AC PAD, SEE SHEET SN1 2'-10" 24'-4" 2'-10" (2)2X6 HEADER 09 FOR AC UNIT HOLD DOWN SEE M/S6 - TYP. " 3 1/2" SH 25 r - SH 25 WINDOWS SH 25 HD AT 6'-8" a D AT 7'-3' _ HD AT 7'-3" HBt HB4EGRESS EGRESS L°—n0 n ti v EGRESS — 5068 SGD 1 1 4" 13'-0" I '-3 3/4" I '-3 3/4" 1 V-8 1/2" 4" _ M I 1 m BEDROOM #2 10'-0" X 12'-4" GREAT ROOM 0O I ' �'co i 8'-8" CLG - 12'-7" X 15'-11" N o BEDROOM #3 °° I` 8'-8" CLG - BEDROOM #4 v 1 1 N 10'-3" X 11'-8" N 12'-9" X 11'-11" N �, 8'-0 CLG 0 0 0 8'-0" CLG e— CV CO 7 5/8" 10" 5'-0" 6'-10 1/2" 16'-0 1 /4" 7 5/8" 13'-0" 11 1/2" T-8" 16. 5'-7 1/2" 6 6'-1 " N 2x8 HEADER 6" WALL _ 2668 N 2668 SEE Q/S (3) STUD o E LOUWN (2) 2068 BF BELOW N LO ?6, �6 TP ((4 2" ti6� —N R & S `� es _ BATH #2 e8 "' `� o 8'-0" CLG W.I.C. 1 in "WALL 2' 6� 3'-7" 04 n 9'-2 1 /4" 11 12'-10 5/8" u_ i N C 2X4KNEE c°po T B WALL, TOP v 1 AT 34 1/2" `" - N KITCHEN <_ 128?8' i — — BEDROOM #5 R& S Q N W DRYER ,• CLG i 1187o HANSE ENT BATH v — w a i o O DINING ROOM �,� Nti W C9'GO" 2" DP 4 S () BOX 8Bs x a I Q 15-11" X 17'-9 IY Q00 _ cn z cn O 8'-8" CLG 2�68 TP 0 ❑ p RANGE 00 = w N �ATTIC `� `L�� LAUNDRY QO pl W/ HOOD I I r o LACCESS J TB 60 — IN I U Q 0___ j L_ = LOFT = N ,.1'-T �� 10'-1" X 15'-5" Lo r o a��f N J ��0 8'-0" CLG N q LNn " WALL o 5/8" v M o o MLO 00 cz Q 7 5/8" 2'-3 1 /2" �blb7 8'-8 1/2" ih rjz_3 ,� w u' >5'-3 3/4" 7/8 6 -3 1 /2 3 -4 1 /2 O 10'-3 1/2" 3'-8" T-4" 4'-8 1/2" 7'-4" PANTRY N PLUMBING 1 - (V �� 1 REF 6'-7" i� WALL N - 36 LOW B.U.C. A3 C?11'-4" BEDROOM #6 1 q WALL A3 4 16" N X 1 V-0" o RAIN 2668 U 8'-0" CLG 1 - DN N �` w m 1 N SHOWER W.=F-� N ---- --❑w - o 1 as r �' HEAD & -- - VALVE- W/H 4" INSULATED 3 = "I 1 16 BRG WALL S3 -- -- A3 PROTECTIVE �3) STUD ---- -- 1 row 1 C OLUMN BELOW M -------- �'b _ _ _ BOLLARD 20 MIN FIRE <M 13 --- 7 1/2" RATED DOOR W/ 00 ---- -- 0 V-5 1 /2" 1 WEATHER STRIP FOYER -- - N 4" 1V-8" 1'-8" 4'-2 1/2" 3'-11" 1 Q (2) 2x8 8'-8" CLG - - - - �0�6 2'-1 3/8' Q S DER SEE o _ 9 _ TWO CAR GARAGE rl-_ T 9 18'-9 X 20-0 --- - - --- 4" INSULATED U') $ 8 BRIG WALL `- 7-- - - -1 6" WALL 7 =-- N Co -6--- - 0= ; CP N� � O. BATH 6 --- CC 5 8'-0" CLG 0 5 o N S3 --- - OWNERS SUITE • - -- 4 p 17'-0" X 13'-0" 4 T --- - 3 °r' 8'-0" CLG i W.I.C. 3 �IN�� GARAGE IN— — — 1;2 ` OPEN POSTION I I `,�6' 1 1 -1 A i iv CO T 0o Fo U I 1 .= i Ln RAILING I I 1 C? TPM 1 1 \ (2)2X6 HEADER 1 1 SEE M/S6 - TYP.— I 1 I^ R 1 a SH 1/2 34 8" EXT 3 1/2" H 1/2 I WINDOWS 1 1 HD AT 7'-3" FRAME 1 TIE BEAM TIE BEAM D AT 6'-ei I�� HU28-2 1 WALL 1 AT 8'-8" AT 8'-8' 1 m 0 T MP.GLA�S _ 00 � Co 2-PLY BUC W/ (2) 1 1 1 HB 1 1 ENTRY 2-PLY BUC W/ (2) MSTA36 STRAPS 1 1 16070 i III H Q MSTA36 STRAPS TO FLOOR TO FLOOR — — — — — — — TIE BEAM TRUSS BELOW - �r TRUSS BELOW ' J SH 1/2 34 SH 25 SH 25 HD AT - - LINE OF STRUCTURE 16" X 16" X 20" HD AT 7'-3" HD AT 7'-3" A.F.F. CMU BASE W/ EGRESS ABOVE (4) #5 VERT. TYP OF (2) (2) 2X8 TOP 16'-0" 3'-4" 5'-8" 2'-4 1'-4" 8'-8" W/ (2) MSTA24 6'-10" 6'-10" 3'-2" 3'-2" 2'-8" 7'-4" 13'-8" 6'-4" 10'-0" co 18'-8" 1'-4" 10'-0" TO POST p m j 00 ao w ~ 6X6 PRESSURE ~ Q TOP CANTILEVER -40 H Q 30'-0" TREATED WOOD POST 30'-0" AT 18'-0 TIE BEAM,W/ PAU66 TO CONIC AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MST'A24 TO POST EACH END FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-0„ SECOND FLOOR PLAN - ELEVATION A 1 /4„ = 1'-011 v N w N CV 8" EXT FRAME WALL GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ®= FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 1110 SECOND FLOOR LIVING 1470 TOTAL LIVING SQ FT 2580 ENTRY 60 GARAGE 403 TOTAL SQ FT 3043 INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE GARAGE SEPARATION R-11 / R-13 KRAFT FACED (GARAGE / LIVING) OCT 2 8 2022 Virtual Review Assist, Inc - Plans Review completed and appr Zed for compliance with the 2020 f8C 7th Edition by Debra Anne Klahr PX2j09 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40-5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 IF N N O 00 Go OCv • LO 000 .•, �.: I� .Aw w O w ❑ z Q W > `0 q U p MCV) 0 d to -0 -0 70 M O � � 0 •�,� w ci --� C o �O°ate sV. � .m w w Ow H W J W� �O O Lu WojM_ O���u.U0LL 0 Q U OQZZQ_ owwof 10-woomo WU5OfcrO z < =} ZWaWCA lDnO WWw�O QOW J �O�QpQzZWd QLL Z5Yz F_F- Qaa oW � X LL Q O LL i O O Z W >I;na wM J �O L0 2 LLW Lo F- 11 CL M Z U W z� Wo J C:) d' i I I O o f` 0 0 M 0 M 0 e-- O ID ID C C)� O N C) N O 1 z O N LO> W o � 0 N 0 � 0 ITL0 o I I i LO a z O zw +�-+ M 0 W V woo vN Lo � 0 ❑zj Or❑ �— z F- as —a Q Ln 0 W �Fw O N W Zo= ■ �C:) W Q O U:5 Qf-❑ ZWO z LL �z . Z F- U po12- W z z W J 0 p LAST PLOT DATE o • . Z0 August 8, 2022 1 ST & 2ND FLOOR PLAN A 36" LOW RAILING ON OPPOSITE WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. - - - - - - - - - - - ENGINEER \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL 1" 42" H. SLOPED 101.NOSING \ LOW WALL in rn ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /2„ = 1'-011 SEE SHEET ST FOR STAIR DETAILS 10" (3) 2x12 STRINGER HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 " NOSING RISERS CUT FROM 4�---lx MATERIAL TREADS CUT FROM �2x MATERIAL STAIR DETAIL 1 /4„ = 1'-0„ 2 — — A3 `%,-- --� (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS- LANDING 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. — A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1)D W/AP EACH d SIDE) CENTERS 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. w F- O z w w U) 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. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 CDs's5 1. 0`0 co LO O 00 LO ,. AiLJISE�3 ' Q 0 w v %is O w z nV) N t E L � s'. o W C] M - d \ M oD N— .0.N U O i7 ao u a A, L O 2 � Q Cj)W V LU Q� c n, W }L � E� .m V CL W W ow vi wOF- W~ W � ��Yzo: Z U� Q Q U F- W��-j O3W<TUO2JO jU'pQ ZLLLL-2M0OF-QQ F- CIO Z Ow(rwgZOwoomzz N 0_ W W Q�< WQ�zWZO��ppO 0_ Q x J LL Ow ow ¢ LLQ o w O Z CN O� jU)o z 0 i- M O0 a- _j - LJLz � < LLJ Ln F-�a.M 0- a Z 00 ZUH W W JQ 0 co i ! ! i ! O O O O O N f`V O 1�1 N N O ` O ` O N O OC) z 0 0, a o 0 ' O N� o 0 0 (D 0 LO� w zZ U) QZ O --- LLJ zw O o 4--0 O U . U U � LoO Owp Q t--I Z H a � a a L = m=w �2 N af °Z-= LLi Q O ZWO �. � Uaz Z z O Z U 0 _0 m zA3 z w W � 0004 O 0 LAST PLOT DATE Z� O _1 STAIR DETAILS sir FIR TC FLOOR FRAMING PLAN (ELEV A 1 /411 = 1'-011 13'-8" 6'4" 10'-01, 30--0" C� ROOF FRAMING PLAN (ELEV A 1 /4„ = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS q 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 CONNECTERS 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 SHINGLE ROO12 � 512 HEEL= 4-1/16" 21� 01, PLUMB CUT 0 T 2 8 2022 11 Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3 U CJ1 U V-0 5/16"'h I. 2'4" 1, 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 9'4" A.F.F. SHINGLE ROOF PLUMB CUT/ 12" 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) 01 12 9YA (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 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. All hangers to be Simpson HTU25 unless otherwise noted. All truss spacing is 24" U.C. unless otherwise noted. Per Truss Plate Institute BCSI-61 recommendation I) permanent X-bracing should be placed at a maximum spacing 15' U.C. across the span, to be repeated at a maximum of 20' between each X-brace throughout the structure. Please refer to BCSI-61 for uny additional bracing details. ROOF LOADING SCHEDULE TCLL = ;'0 PSF TCDL = l PSF BCLL = * PSF BCDL = 10 PSF TOTAL = ;37 PSF DURATION = 1.;25 % WIND SPD/TYPE = 1,40 H NCI,0SK1) BLDG EXPOSURE = ( USAGE = RESIDLYHAL CAT It WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9_2 PSF 1)fi,SI(AN CRITL'PIA II113C 4 0110 Till 201 Truss member design & connector plates are designed Tor 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 t0# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 10 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF IZUOI,' I)II;; ICNI1) I,T)R. �I I IN(i I11; ALL RE'A(_ TION�'i OVKH 5000 # AND LJPI,1111',� OVI,:R 1000// ANH: ;�HO\VN ON NN(IIN1,11;1ZING. WALL KEY iiiii .��h-��iii-�� AD DESCRIPTION INIT.A4110311116 1 f NEW MODEL SLC01 LC8 RDP01 REV LOAD FOR ACCTG HMT RC01 UPDATED RE'S ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDED EXTRA VERT ON RR TRUSSFS@ EXTERIOR WAILS ARZ 10/19/18 RF01 Rev hangers,drupFG_'s1!4",rv'dcan@garap rdg 9/24/19 RG01 REVISEDLOADING ON FTG5 ARZ 1211:7 CARPENTER C:v0N'l'hAC:111'0R .� OF 11MEh1CA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :1,1?NNAI' I IOMI?S GLINT NhAl, PROJECT XANOI MODEL .,2551 CCA PROJ/MODEL/ALT 1A2 ' _>55 1 'A ALT DESC: OTC LOT BLOCK FD7�GNE�R PAGE 1 1/15I E SCALE t 7 6,381I 1 '4 "=1' A rI"IT N 'I' I O N! DON'T LIFT SINGLE TRUSSES NTH SPANS LONGER THAN 3a BY I HE PEAK CONRI II T Rf:51-Rt 30' Span or s IO Pa" Spraad r Bar fQ iepreas ,� I aaaa ate.. '� r ina F- apanJ3appwn i REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. r 7M^ N ¢ 041 00 �v.1 , r� •T�.00 :4 + ' \ En o 0 00 L0 .rf ¢ ` 0 0 w i p z /tom N "0 E 10 � U �MCq ti N Cl) } } V-0-0—DO@ ua } M 1✓ c u O u,g m wO�-�,,� a� L oC)W a .— t— v C� W Ur w w wW w w2�0 F-a it _j X za= z O= U O O 0 p 0 Q Q U X LL J z�o,�;,ZLWL OZiwol—QQ Li- O Z (nW �...IAWW wlnx�Q�J Q�QpWQ�zwZOw�oa- LL O W � W oQ o oQz Q 0 aW O O zW O Fr CD J ti O �- (M Q�ChU) w LL ti I— W 11 M_ �CL2� Z U H �j WZ wo J C:) I ` I 1 1 i 1 O O O O O O N O N O N N N CD 0 O N CD N � � O Z 0 0 � o o O ,^ W o 0 0 0 o MI az W (n w O `. 0 LJJ _ 130 0 U Zowo Q a_d w� = m=w Lf) ~~O N zo= ■ Q zX0 0 z 0� Z C0z U 0 _p W z A4 z W W_j 1­ 0 0 LAST PLOT DATE . . August 8, 2022 z-olloggoggo'll O _I FRAMING PLANS A rr rr :z fV t0 c0 2 LBS. EPS FOAM 1 1/2" -011 a �� iV q 2 LBS. EPS q FOAM 6 BR A DETAIL _1 i -n 7 2 LBS. EPS FOAM O 04 v 4" 4" 4" 4" it = 1-All ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 11 = 11-nll ROOF FINISH PER ELEVATION ROOF SHEATHING 12 MANUFACTURED 5 ROOF TRUSS MTL DRIP EDGE ~ 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL DETAIL I 11 1 1-011 2' 7XV THICK SMOOTH STUCCO BAND DC 4"XV THICK SMOOTH 4 STUCCO BAND GARAGE DETAIL 10 n /all = 1 l-not 12" X 1 1/4" THICK SMOOTH STUCCO BAND � 1IT___3 1/2" SMOOTH STUCCO FINISH ERMA WRAP COLUMN OR EQUAL 4" SMOOTH STUCCO FINISH " SMOOTH STUCCO 6 OVER CMU 1-4" 2 2" °P 5/8" SMOOTH STUCCO OVER CMU ELEV ATU-0" FIRST FLOOR FF 5/8" STUCCO OVER J CMU 4' STUCCO BAND GARAGE DOOR 4" V-0" 2"X2" THICK PAINTED RAISED TRIM BAND N 6"XV THICK PAINTED RAISED TRIM BAND 5/8" STUCCO OVER iv T N CMU r 1n 13 'AIA" = 11_n1: ELEV AT 0'-0" FIRST FLOOR FF ASSUM D PIP 7"X2" THICK PAINTED RAISED TRIM BAND 6"X2" PAINTED RAISED TRIM BAND A5 A5 on MEN on Ron r :• • • r M..... - r ME"ONE WINr . r . MIN101■I M ti � 1 /4" = 1'-011 • -r .��HI■11111■I■._ • •.uiuililiiniliiriiliiiiiu..- �uiiuuuuunuuuuum■I■ui�um■Inri�luu■I■m�u�ri�l■uuinurim �� 1 I u■uni■ ini■u •. • � �� • r[� � 9g�� r -r ■I r • 1 1 , 1/8' = 1'-0" 4' OFF RIDGE VENT SHINC ROOF 12 15 SHINGLE ROOF (A:7: 5 12 15 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME 5 CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF - - ELEV AT 8'-8" T.O.M. I SHINGLE I I ROOF I I I I I 11 A5 ELEV AT 0'-0" 1 ST FLOOR FF I�r1 F�Itr��:. ■I�I11 �•aun■mu■uni■unuunl■luu■uuuluii■um■Ian■wn■unI■unuum■unI■unuunl■Iaruum., r5�1 '.Iri�au�...rllluun■Inrl■unI■luu■luu■um■lua■um■luu■irnunm■lurl■uw■wu■um■luu■iuu■um■luu■luu.r- 1 � 1 �� ..�ro.n auu■um■Irw■uuuuuuuuuluri■mo■uutllunl■unuuw■uui■uw■Inolrum■nmrtlrm■uuumri•uuuua �_... • •• r ••- 1 r r ■ - • n 1 1 RIGHT ELEVATION A • 1 �).�■Inu■uni■unl�rum■uni■Irni■uui■uni■L._ - . • .Ian■urruiruuunl■hNI■um■�uu■um■urrl■um■I■.. .iru•uruuuuuur.uuw ru.ur�urur-u�ruurrr. I I I I I I _ - ELEV AT 18'-0" T.O.P. 164" 6'4" 9'-8" CL 0 I 1 q WIw 0 _N U) 6 4' OFF RIDGE VENT 0 0 0 0 SLOPE 0 z �5:12 0 z SLOPE, ;T> v> 5:12 C.J. _ J. J \ 7/8" STUCCO " g = ELEV AT 10'-0" OVER � * o N w * „ 2N5FLOOR FF I __/— - - FRAME - - - N - - - - - 3-- - 12 _ - ELEV AT 8'-8" EDRIP 'r` nr T.O.M. MID -WALL WEEP SCREED TYP. 5/8"SCREEV a 2 -0 STUCCO ON CMU L� OPE SLOPE ELEV AT 0'-0" 12 5:12 — 1 ST FLOOR FF W a 0 N P SLO 5:12 CLEFT ELEVATION A PROOF PLAN A 1 /8if = 1'-011 1 /8If = 1'-091 w a O J . FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MMOVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A 'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) OCT 2 8 7202 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 SO. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION ` LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N O N 00 00 9 r \ 0 z V/��) Q) L � W L .= v cM m ti V) V 0 - u a E c r O 5 u o `0 _ 6 0 :t O ��o Q a� Q RCU U LU QN n` W >` 0O E m W wF W W30 HQ o z� aW C7 Q W [rO��QOQ�aLL �dOQ ZLLLL 0— Z M OJQ cywxafOZo(r00mZ:3OZm Q W 55WUj Win �x¢pwazw � �C , O�OQa Qow �W paLL �¢F-ZI. oQza 0 aU_QU i 0 Z N 0 �Dr1_ 0 M O 2 U) z < W < i—Wa- 00 Z V W W _jQ O ACID i r ! r ! I r ! r ! O CD 0 Q N O O N ti N N N N O C> co N N O N O z O O co O O ! ! 1 O cl' N W O CD 0 0 o CO Z QZ O Zw �--+ 0 W W O O pZ5; Lo -0 1- 0 orQ r� -0 Q Z a r"q w W Q Ln ~moo N z== WCL � Q=� O z U a-Zw v. 2 i � H � OU 0 W z z W W J WM C) 0 LAST PLOT DATE N O August 8, 2022 z 0 EXTERIOR J ELEVATIONS & ROOF PLAN A ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-0„ A/C DISCONNECT WP GFI 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 rO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS CT 8 2022 Virtual Review Assist. Inc. Mans Review completed and approved for compliance with the 2020 FOC 7th Ed Ion by Oebra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET Fh TRIM BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ kS SMOKE DETECTOR V-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -6- SWITCH AT 36" 6 3 WAY SWITCH AT 36" -641- 4 WAY SWITCH AT 36" .0 PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" - fl PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -}- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: C ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE (4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 0' 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR C 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 �_" 24 :P 24" VANITY LIGHTING 97-- 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN 4p DOUBLE FLOOD LIGHT W/ COVERS AND U 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER I3 CHIMES (DELETE W/ INTERCOM) = MASTER STATION 11115ZI ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER THERMOSTAT 011 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. o M00 U W 2 N In V O O2 u a E` La Zoo 2g p ti a C Q '0? < •— to �1 w O QN C 7W� V 60 O E � ~ a LLI W W 0 LLI Uj W 0 H~ X�_j X< <XYzIY Z x 2-, d�WLL00p_jO Q Q I- U H J a) (% > O O d z LL LL 0 z M 0 O~ d d oLu WozowoImz: U of O Z cn o- cn w w cn Q d Q<Qpw<— LUZOwaoa. LL Ow �E-� 2W2i Q OQ OQ d o LL H d LL i O Z N OF_ D 5 t.- M O QOn M � U-- ti F-�0-c'r) �0-�� 00 ZV< W W JQ M CO co I I I I I I � I C)O O O p N O N O N N C)o N O = rn Co N C4 C C,C)00 Z Co 0 o o ' O N'^ Lr) w ♦ W W o 0 cV 0 ri 0 v 0 Lri 'q- co N Q z C)w z 1- 0 O W W O O UU U O O F- �� Q Z I-- fu � m Q Lr) = (' m=W L I-F-2 N zo= N W CF- mo O zwo 0a. z Z Z � z F- pU _oa W z c' W � Wco CD 0 Q LAST PLOT DATE O • August 8, 2022 z 0 1 ST FLOOR '= ELECTRICAL PLAN N m 6'-5" CS BEDROOM #4 Q (V db tl'- I .I A=e F BEDROOM #5 a � A / L0 / F / 5'-1 6-7" BEDROOM #6 OWNERS BEDROOM 9 5-11" h EDRO M 4L #3 BATHROOM #2 iAHU /\ CS LIGHT AND SWITCH IN TTIC V �b - - �11 J•f �. W.I.C.1 in �l ' L T-9„ GFA LAUNDRY F LOFT \ 1'_7" ll CSI OWNERS BATHROOM L TO 1ST FLR ELEC SECOND FLOOR ELECTRICAL PLAN (ELEVATIONS A & B' 1 /4„ = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 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. Virtual Review Assist, Inc. Plans Review completed and apprmleq for compliance with the 2020 FBC 7th Lull by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET eo TRIM n BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ_ k SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 1HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET - SWITCH AT 36" 6 3 WAY SWITCH AT 36" �- 4 WAY SWITCH AT 36" _0 PUSH BUTTON FOR GARAGE DOOR OPENER —m 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: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CS SMOKE DETECTOR C SMOKE DETECTOR CU-182 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 97, 24 ::;9 24" VANITY LIGHTING 36 ;77� 36" VANITY LIGHTING 48 48" VANITY LIGHTING Q EXHAUST FAN/LIGHT 0 EXHAUST FAN p DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL Ej INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR 0 CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) = MASTER STATION lffii;J ELEC PANEL ® VACUM OUTLET AT 12" 14 CEILING RETURN AIR p A/C REGISTER (1) THERMOSTAT ED 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. V) 4) N kf) W 16_ NO q U } 4- f� b D(n -a - W V 2 i t �} o°o og Q �N ^` w O� V �� c 0 E V V ^ a CD W w �wF- 'U w20 'W yza� Wx0^¢000'O ���LL CYW0�<Q U)poR00t00 Z Ly wZ v)acwF_O pora O ZQ zL FnZO0O_JM Zwv U- Ow Vi-mwflQ Q OO O OQ Q LL O 0 z N O�_ D) 5 ti 0 1.-7MO QU)MLf LL 2 w z < LLJ < i— W a- W R 00 Z U F- Z W J 0 00 i I I 1 O 0 0 0 o 0 M M r O C> C) o�ai Q> o O N o N o z O NIx '^ w > o 0 0 0 0 6 1 I Li , '/1 Z~ W �/J QZ O W Zw O WOO U U y LO 0 o w - goo �— < TI Z F- a —a d Lii W 2 m�� CV W zo= ■ ■ (y) W <F-� zwo Q 0 Z Z aZ COZ pU CL _o W Z Z w W oo o Q LAST PLOT DATE O " Z �' August 8, 2022 2ND FLOOR —� ELECTRICAL PLAN eie��'�•� i I 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 !N 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. GLAZING DOORS L SAUNAS,STEAM ROOMS BATHTUBS AND SHOWERS. 5 G G IN 00 SAND ENCLOSURES FOR HOT TUBS WHIRLPOOLS, 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 rHE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(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. I N 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR S INSTALLED TALLED 0N THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 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 WEIGI IT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-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 (Pc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. . 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) 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%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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 OCT 2 8L022 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 heads be installed V-0" building spray shall not within of the side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between y2i" 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. Plans oved 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. for compliance with the 2020 FBC 7th Edition 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated by Debra Anne Klahr PX2300 including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be forms. Permanent forms etc., shall made with permanent metal or plastic must De of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after 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 control company before a certificate of occupancy will be issued. pest 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. 04 04 y t7OV •� 00 ao s 00 A`.�• O 0 W 0 Z Q V) 0) W L 'C 'O U C)M0 ti _ V) M r�i V d % N 4> US >0 rn p L� 8 O Q "V) .0 V w a� C cO M L C:)E^ 70 0 °a te W Ur W ow W0E- f-Q _j xga~zor z W�-_�O�XWLLUO� Cr H F- jo aU)XX0z0W00cazz�U JO 0 ra o- 55wWW55XW<O ¢�wYdv�ZWz23M000- LL Ow �_ - �Yo z O� 0 0 �11- QLL Q >i O O Z W O� J ti coO Q � CO � �� C11 w cz _ < Lq HIY11,M c- QUa00 Z Z W W O J O 100 A t' I O O 0 O 0 O 0 0 N N N N O = - N C)C) 0 0 0 o i i i 1 z o NW � i LO ' n � � N M V' 1 00 ZZ aW O Z to -+- O U W 0 0 U U U L� 0 OwC z aXa LU L / = rn m=W ~� V H� N W O ZOM ■ ■ LU QH� 2�:M Q 0z�0 O () a ZW LL Z =LD � H Q 0U 0 IL W z SNO W Q Z Z W W J � 00 W N 0 LAST PLOT DATE z 0 J STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH — •.. 16GAx1-l',2," LONG (34'4" CROWN) STAPLES 4, 6" 0 C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN vV4LL SHEATHNG 16GAx1-1;2" LONG ,34"-1" CRO*N1 STAPLES a, 6" G.r_ VERT INTO STUDS (NOTED THUS:--) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 34' = T-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* 'ONLY APPLIES TO LENNAR TPAIJAX"* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESWE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H STUB -OUT FOR ' GAS METER 0 — O CV H C G 000 a _ �o 1'-0" o o LO U J x • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS " TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *' SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel .902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x 1/8" gap 4 FILL CELL— \ r— STD. 90° HOOK r— BOND BEAM (71 w DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x 1/8" gap 4 FILL CELL— \ r— STD. 90° HOOK r— BOND BEAM (71 w ..........'. Er ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. 77 .......... FROM NDATION TOUHIGHEST BOND BEAM F�_�T BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. ) Small gap 2," max. � 4 max. __TClinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 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 LEAVING Ys" 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 crik imam wl inadQ N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building �1/16" code for appropriate details inL,--or--21 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking ltsP 3" 11ndl nails at R" nr. 1-, Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— 6�, A 2" ROUND HOLE Y 6,� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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 1X2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) — 2 3 5 6 8 9 10 Any 16"' joist Span (ft) 8 V-0" V-1 " 1'-2'" V-2"' V-3" 1'-3" V-7" 1 '-1 1 " -"-X' ''-C," 3'-2" 3,-7" 12 l'-0" V-1" V-2" V-2" 1"-3" l'-9" 2'-4- 2--1 . ,"7" a'-'" 4'-9- 5'-4" 16 V-0"' V-1 "' V-2," V-2" 1' 7" T-5" T-2" �" 6��^ T-2" 20 1' 0" V-1 "' V-2" V-2" 2'-0" 3' 0" 4'-0" 4"-1,. 5' 11' 6' � 1' 7'-11" $'-11 24 1'-0"" 1 "-1 "" 1'-2" 1'-3"' 2'-5" _ 3' '7" __ l'-9" 5' -1 i ;,, 7, 2" 8,�, 9... 10'-9"' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger W \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V/4"-2" gap 1 Backer Block "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 6 X Joist depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000s® 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" 2-8d 6-8d BC190se -7/ " 3-16d 3-16d 14" -1 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing H ETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL i SLEEVE THRU STEM SEE PLAN FOR °• a . • •. FOUNDATION INFO ° STEM FOUNDATION GRADE a. i—REINF. SEE PLAN �A/C CHASE 4" PVC` (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. °�® LOCATION OF SECOND H10/ SIMPSON H10A ° °'° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE .10 PENETRATION I a ' 1-1 � 1=111=� -III; III=1 I I ' II=1I1= • • i 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 a 1 I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPEAPENETRATION PLUMBING LINE i io g ° SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0"— PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Fr -----4 . 4 — �.— ° . °o .G II 14�: aI l ° e —P I I I - a SEE FND. PLN. SIZE & REINF. OCT 2 8 22 \/RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 71h Edition by Debra Anne Klahr PX2390 " N O �`'• N 00 s � zo S, 00 L0 i.; '" • L � IY ,T r;•� ` O z w \ — � 0 Z ¢ 0 � (DLO c � W IV. o U Cr)c -I--N to co f, O C) 01,010— u a V -Q � � M 4) E o _: _0 o ° ""o a Q .int wd•: T* QN C ^` W L 00 E� .2) ° 'a - LV W� W J wm�O W°__�0?�0 IY < Q �L�0°Jo �dO zWu_0z20,F-,_ � �' O �- Z C7W�W�ZOWo�mzj U 0 07ww cn D ¢ Q ���0W�ZWZOW0oa LL OW �F-� �w0 ¢ ¢ LL¢ 0 �aQ LL O O z W OF_ > (n o �Ir—MP"_ J Lo U) ti UJ < U� I— 0- co z �a2T- Z U z� W Wo J O CIO I I I C)000� N N O O N CD0 N N _M C)0 00 0 Co0 O � N C,M l 1 z O NLO U") ; N M 4 V, Z < O Zw CD 4--+ O W U_ W O O V� U LO -0 H 0 �r¢ z airs W=Q 0 UJ �~2 ~O N ZZ P, W a�_� ■ ■ 0 O Q gwlj0 ir ww Z z d �Z U J O � co W zSN1Z J WW o CD LAST PLOT DATE 40 Z STRUCTURAL DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7 O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U_ x MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER MUNICIPALITY. `o 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE Ir. p y ° D °° 2 D ao 6 MIL VAPOR z -' BARRIER 4 I II COMP. SOIL. — 111 I P• • ° III= r (COMPACTED TO 95% MODIFIED PROCTOR TIT TTT 1Ti I I I 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 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE NCRET SLAB 14' O.H.D. RECESS z 4" T 60 �y. SEE A/S3 OR J/S6 IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6x6W1.4xW1.4 CHAIRS (TYP.) co WWF OR FIBERMESH -I 11=1 I �I 11=1 m a I I —III —III —I 11=1 I—II�' /wl' II II I IIII-, TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N Cl) ELEV. 0'-0" ° e A.F.F. ., ° e. °.I-A a. a .. ELEV. -0'-31/2" A.F.F. 0 e.° 'e e v a 4 2x4 CONT. o - ...'a� LL ea - �' CV a GARAGE DEPTH VARIES e. GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 31/2" MINir Z o D ° ' O0 � ,-.rT1-�-o •. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 /2"(min.)- 4" 31/2"(min.)- 4" WJ jll I r (2) #5 CONT. 4" 1' 4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) - NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 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 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. ' 1 p III—Imhl I-' 1/2"(min.)- 4" oo = I —III —I I1- 31/2"(min.) - 4" l 11=III 151 I( III—Tf I=1 I I-T I I— (2) #5 CONT. T 14,' 1 IW� i�Tt 1111, �I I- U.N.O. MIN. TYPICAL BEARING WALL @a STEP rcC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING of���E�S�cU NAILED W/ 8d COMMON NAILS @ 4" O/C ec`' 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 �M LOAD BEARING OR INSULATION PER FBC AND ENERGY �o MxNN oos EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE CC/S3 OR N #5 VERT. IN FILLED CELL LAYERS W/OTOTASH PER ASTM C. 926 PLY 3 THICKNESS 77 8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (IF NO UP LIFT ON @ 24" O.C. VERT. OR K.O. BLOCK WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE J *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING W/ (10) 10d NAILS �, WEEP SCREED INSTALLED BAR 2x P.T. PLATE w TYP. c PER MFR INSTRUCTIONS 0 ASSUMED FINISHED #3 OR #4 REINFORCING BAR rl /W GRADE D ° . GRADE 40 MIN. Fy= 40ksi =. N ° z_ #3 & #4 LAP SPLICE ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] g MONO OR STEMWALL p z M — o D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN ° b ' I=III=1 I I _ - W FOR CLARITY D �' � ' ' _ _ _ _ °O 6 MIL VAPOR BARRIER 1 1 I 1 11 D ° 10I I I- _ °° U) ° ' 1-1 I ° I I I-11 �1 #5 REINFORCING BAR R 1 7/8 H I I=1 11=1 I I=1 =1 ; _ I �1T=1Ti Tf Tom_ Z_ I 1 D . 1 I —III —I 11=1 11=1 11- _ _ #5 LAP SPLICE 11 1 • IIIII III III IIII I II_�'I 36"MIN. LAP [36" MIN. LAPJ NOTE: " ° D D _ l I I I1 I I�I�III—I 1 III N —I I D° *FOR BEARING WALL " I=III=III=III=III=1 I I� I T 9 % MODIFIE(COMPACTED D PROCTOR ASTM ' �= 11=III=1I1=1I1= I 1=111=11 10" w/UPLIFT ONLY — — — III III —I 11=III—I I I I �I II D1557) --� #6 REINFORCING BAR #5 STD. 90 HOOK 4" 1'-4" #6 LAP SPLICE iii III I�� FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 00 — — v SCALE: 3/4"=1'-0" a GRADE (1) #5 REBAR w/ OPT. -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS N _ r 911III I� •� 4 I 0? SEE A/S3ORJ/S6J-'li�llll,�,lil II,��lil= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC, RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT INTERIOR 2x sTuos @ 24" O.C. U.N.O. GARAGE ;ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.C. !MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ITAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN MIN. SHEAR 180# MIN, CONT. BEAD SEALANT 'ENSIGN 120#) CONCRETE SLAB 6x6W1.4xW1.4 N WWF OR FIBERMESH Oi e a M 6 MIL VAPOR - - ��1 ' BARRIER „I I „IL , f'i �rllll I Ir i I I -I I1=1I1=1I1=1I1= 4" 4" INTERIOR WALL SLAB STEP NON-BRG rK SCALE:3/4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 e 2x4 P.T. PLATE 7116" O.S.B. " COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z W@ w J W o w W Cn 1 , • Oaf 1 SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D —III III I-111=111= I I > lilt till 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 i` WWF OR FIBERMESH r, € p D. - I —1Tf=1 I f=Tf- II III=III-III-' r (2) #5 CONT. -I I I T I I 1=1 I ITL =1 I I, 1 ON 3" CHAIRS (TYP.) 8" 1,�„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VAHItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH e — ci e. ° III1-1I1-III; N_ II M� �' M I l l l —�_I-I I' SEE A/S3/J/S6 - "�-llil ") I g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_,N� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 GRADE LIj lll=1�I ° EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. =_' ' M d ° ° a 4• I- 111=111=' Z= 111=1 III—III�1 I I=1 I I w 0 W U) W I I I=1T_I z 00 EIII— ! ' °a = MZ< I1=1=1I1=1I1=1I1=1 III=III— _ W III III —III —III —I I I-1 I I 11 I —III- ' FOOTING 11-III—III=III=1I II...II ;11I=' BEYOND PAD REINFORCEMENT ' -III-III-I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Ed tion by Debra Anne Klahr PX2300 CNI 00 ja 00 1 W 0 z Q t^o` N LO - E c-0o 0 W L M- ti M M I� ■� cn N V OO2 ua 70_ w i L O 0 2 g O Q � � •N S LU Qq V (^Dw 5 7W L C) V r\ 0 D m LU wLLi F- w -J w��0 xsm,<03�<LU0O�0 Q Q U �aoQz�u.Oz20o��Q O Z LLI W W O Off, m ? v cn a cnww cn �zd QQQpw< WzO��oa LL 8Ow W a O H LL O Z W O� � (n O (00 CcMO Q LO U) LL t1%4_" F- a ch z < >_ 00 Z U w� W J J d' 00 I I I ! O 0 o N 0 N 0 N N M M O Wrn 0 0 o .- N o I I I ' Z O N' o U) W o 0 N 0 C6 0 4 1 i i 1 LO � z~ W Qz O -�-+ W zw 00 1111-0 O W U _U) F— O :) z Oro -� Z F- a�a. Sri = of w < ca = W In N O O zo= w CL M�2 Q O �■ O UaZ gwOf Z Q F- OU a MMO F. W z z z J W M o0 0 LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - MONO 2x6 / 2x8 WALL BEYOND SEE PLA FOR HEADER CONNECTION N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN R (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d vz TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION ^OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE ELEV. `TYp) SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED 11 SINGLE 2x CONT. BASE II PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �— SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D —2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) —ROOF TRUSS PL.IFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 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. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW / B KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ■■ . •� •• • .�. � • • _ 17 ■■ milli ail Ni l! one MINIM• I■■ �liil IIII� ■EIII lii■■ Milli MINE ■■III IiI■■ Milli NEWPv II!■■ Milli MINE NOTES: 1Q 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. U3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. a a •. ; POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL EXTERIOF WALL 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" 11 ❑ V SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENING ❑ ❑ ❑ ❑ Fol ❑ ❑ 1ST COURSE 2ND COURSE y 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 0 S 4 6 30LID AREAS ARE STEEL AND GROUT 'ULL 8x8xl6 BLOCK )OOR OPENING —CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 3 iARAGE OOR 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) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "` HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SIMPS N P w/ ()—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 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 INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) UPLIFT CONNECTOR (SEE SEE ELEV. SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE \ \ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER/�- I SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 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 ROOF TRUSS MOISTURE BARRIER 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. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 . A8„ SPLICE STAGGERED MAN • 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4816d 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 �7 SIMPSON nc C P.T. ATE 011viroulV Oro SP2 SIMPSON 1 c ` K. SIMPSON SP1 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 o Q a 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON j 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 UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) EBLOCKI USS BOTTOM CHORD OR 2x4 NG W/ 2-16d TOE NAILS EACH END w \!2-16d ?Un 2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 --2X TOP PLATE OVERLAPPING Od NAILS @ 6" TAGGERED )-BOLTS @ 24" O.C. NAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) i (5645# SPF) i (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I&NUT DXIED A.T.R. t&NUT C ROOF TRUSS ABOVE /- 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 @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. S4 \/'RA OCT 2 8 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N (V o LO P co LO •• Ji , 4 �� oA ° �,, � , 2 - ... 't. •� OO 0 z Q ^N W > O f� E W L LSO ? U m V O C)`u a N C C �O � � 25 Uj6 4)•N �% LU Z.ft 2C N L.o E2 0. W~~ UD W w W J wmO_o z WO2_,<O�W.LLUODJO F nWZoo0(OoRmoz En a nnZJww 0 <<OzW �HIf- gYZ o-wzwOO n° Q ILL Ow OQ o 0 oLL Q O O Z W O� 4 SQ ❑ > U) p ❑ 1- cM O Q Lo LL ti I-�z W <Lq a 00 Z U W W JQ (0 I !�E ! ! O o CIN o' o 0 tl Cl)M o o o ' z O N rf W w� N ri v 1 ! I ♦/'1 zz a z w CD zco O O 0) 4-0W O V W rJVU) LO -0 �- O Z) z > � orXa z a In = m=w Ln ~� N °_x W i- a QED ■ ■ CF) Q O 2§ za�0 C:)U of a_ zLL z �z e z pU CL _o coF. Z z z w W J co Co 0 LAST PLOT DATE Z O STRUCTURAL DETAILS SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS —� 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `- DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 7' ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS M I T RE BARRIER 1 Od 3" 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM (SPACE 0 S U 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 1Odxl 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 1 WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES t° � - � 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 112" 1 1 2" " RIDGE FASTENED AT11 5xz AT 24" O.C. ON TOP OF EACH JOINT w/ (3) z BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE 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 = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF • O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /-JACK TRUSS SEE PLAN FOR OF THE LAST LAMINATION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH L 2x4 BLOCKING 10dx3" @ 4" 0/C (2)12d TOENAILS NON - LOAD BEARING LOCATION NUMBER ROWS, SAME SPACING D B.U.C. SAME OF ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2) 16d PER JOINT 9"Yd" MIN SFF M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 V VI\ 1 . IJLnI \II\4 GABLE END BRACING DETAIL 12" SH SCHEDULE ATTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 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-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48' O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANE=L BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 112" SDS SCREWS TO —� TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"x1 112" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W! 10d 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" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. W 0 o � 0 v z o w m o o d 0 CJ — — — — o � Q o >�� ---- ----w Q o X H Tw W a 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 'E T 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and a proved for com�lia�gci�hhe 2020 ; 8C 7th Edirio 44``b'� rra` nne Mahr PX2300 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. N CN 100 act ��/ .1 ;`C; b, T ul ao F.; Q w 9t w 0 z Q W Q U N d M ° D _ h 3 (A U -O 70f 2 co E •E r o 2g _ ° " I" �Q �= . N O < w Cl U W L p r� �� a a W ouiLLJ w0i- F-Q o: -i W yzof z Q Q 0 Q°X�Z�3: to a Q� I— cl O O 0(n°w 2zowoomzz chwa.! wwa ¢<:) v QUw�O0OZ <<0jzUj0 ��� Mwo a LL ow Z o< o o Q a tL Q O �— LL 1 O O Z W O� C1]-Mo Q � M I'-- U U) ti li ) M Q>-<00 Z U F— W W JQ O mi CD co I 1 I 1 = 0 oaCoo N N N N O ems— N O CD CD C CDe— O N O I I 1 1 z 0 N W O O O 1 I 1 U N M tt I co z z (n Q Z W O CD +� O W V 00o 53 00V5 Ln -0 �. O �z5; oouj- �Q Z a_ x a. = w=I_ O m�� N � O z o= _ � Q�=) CF) Q ZWO Q U 5WLL Z ZQ CDz F- U O O � Z S5 Z z z w Uj M J � W N 0 LAST PLOT DATE Z O STRUCTURAL J DETAILS 12 I BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 112" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDIT1014 (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION .(2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF —SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) /—ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J ~ PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K CD FOR MORE INFO w o 16" O.C. 2X S.P.F. STUDS = W/ (4)16d TOENAILS TO TOP PLATE 0 CD 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD w = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEol.m S6 S6 SPACE INTO APPROX. EQUAL AREAS. fTAL FLOOR SYSTEM SEAT PER 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 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL Cl) 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLABI \4 lil MIN. PSI MAY VARY PER MUNICIPALITY v c N � Cn II 6x6 W1.4xW1.4 WWF OR FIBERMESH STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAG'_ CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE 4' o FINISH GRADE 00 �� 1i-I III 4 II I��I �-- 4 "' \—STD. 99 *HOOK (3) # 5 REBAR ON 3" CHAIR �' (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=1'-0" S6 Ib SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od 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. 1 St FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND 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 N SCALE: N.T.S. S6 E SE 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKINGZ�; iATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1Odxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1c""" 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE �— SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a 4 �11111111= .. I-1 I I I-I� #5 CONT. ON 3" III III III III III 8" 1'-8" 8" CLEARANCE W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-011 S6 ADDITIONAL SLAB INFORMATION. 111 W rn J W 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D p SECTION X-X IF NOT FULL HEIGHT SHEET C z �E400RYST M JG 41 (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F' SHEATHING W 2 • SOLID 2x N C BLOCKING @ ALL o C SHEATHING 00 EDGES (SEE OPENING SECTION X-X nIn C x/F1 ¢ x EUj - 2x STUDS BEYOND. U) SEE PLAN p U) 1 �-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM %314"l "„S„ _ NA PACIN /2" z 7r� 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 1 OENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 6i�oUN].1:8� r'l'vi S�cFA�g 0 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y". U) Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 ® NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL L = NAIL. OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. a) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. - C, w/ 8d COMMON NAIL w LL 0 o PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER I � y. ¢ r O � irPo0u) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 2 O0 U' ® (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL LL' N W O O MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. C . 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 2"x10" OR GREATER HEADER $S4 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE oA�rF,Q� FLOOR TRUSS / FNiA R BEAM SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (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 W1AxW1.4 WWF OR FIBERMESH E ri a a. 4 Cl) ° tl e III —III —III II4. e v ° d IIIIIIIIIIIIIIIII � a. 4 ° e C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 114, (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (2) LSTA30 OCT 2 8 2022 ,— PLYWOOD SHEATHING NAILED PER NAILING Virtual Review Assist, Inv,^ , SCHEDULE SEE DETAIL C/S6 FOR MORE INFO plans Review completed and approved _2X STUDS @ 16" O/C for compliance with the 2020 FBC 7th Edition 7/8" STUCCO FINISH PER ASTM C. 926 by Debra Anne Klahr PX2300 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS ,— AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE —I I o z •I I II II � .- � (3) # 5 REBAR ON 3" CHAIR —I 4" l V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-01, S6 ADDITIONAL INFORMATION. .. 04 O i 1 fl.� ,Y '� 00 t'P] Ir � -•+ `mil/ • 0 1 ' • 1 00 LO w r; ,' • Z , NW �L 0 z a 0 4) N LO F, E CD o O W L. O'00 (y) C d f� N N V = OwM '- U oM M W E u Apo 0 } Q U- O Q sU °' Q Ci "N V w a� � }L� o E V ^ CL (D W OU WOj LumFzULI I-q J RQH l�x zUW O<Q`Oo-jO W2JOLLWLLU Q Q U 1— Zao-jzL0-z20E- C7q)IY1Ozo0fo U_U w OFWD- ww)M¢ L)0(My0wZOwaJz aLL. Ow UHF gWi3 ow o 00,z U O Z N OW F— O ch o Cl) U) LL F— w cM Zz < W� W J O co mot' 00 I III ! I 1 O o 0 0 0 C) W C) 08 o— O N 0 I 1 I 1 1 z O N W o 0 0 0 L^ / LO 9 N c'i qtt 00 ♦^ zZ W C)Zco O U UV� LIB o Orow— .Q � Q Z (aWa Lrn� y / (J I - N fY zoo �F—� SW L0 zx0 '- Q < 0 �WLL Z a �Z OV O 0- W z a z Z W WS6 J W o 0 LAST PLOT DATE . . Z 0 STRUCTURAL -- DETAILS - MONO 1/4" MAX I 2'-0" INSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER "RYWALL 1f DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. x4 1 X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONGFURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" X8 LL11X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO x.. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALSII 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 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 1x4 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 21/4" DETAIL STAGGERED@12"0' 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCF,LE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL \ 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER JM\\"ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED -2 x 8 45 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x $VERT. W/ (2) 10d _ NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF !OS�* BRACE EXCEEDS 24" LEAVE A CUT OUT IN 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FO TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _ THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $" FILL SOLID BOTH CELLSly #5 REBj (TYP,) STD. 90, HOOK (1 E119 7/ +5A NOTCH WEB AT FIRST 2 COURSI ;AF'A(:I I Y = iSUb it rUFt 1 5 I htAr =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS 2X6 TO 2X4 NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS:• - ?' ';:, =�:: SEALANT PLACE LOWER HALF I BED INT. DO NOT FURROW. OF MORTAR N JOINT. °'.�:':::`��':.::,. - * PRESS PANEL REINFORCING INTO PLACE. `;:`:::;::;,: ' - .:....';.' .,; ,':: •-.... 6„ MIN. LAP SPLICE W/ "; "``` * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ::-;< . ;Y: ': =>:' • REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTiONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A w/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT, TOP WITH MIN. 3" COVER CV CM 6-0" G D a ° D° _ RADE DS. °. ° D z a D . 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS F.F. (2) #5 REBAR. MIN. 3" COVER EA, WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN �R YP.) FHE :S I IAIA(V`CDTA12I C IAICTAI I TInK1 SCALE: N.T.S. _Ec ARCH F'LA.N AND & r Ni 1 T H�-'I i')W n L ALr I'h• %% I ' ' LUN 1.3/4!' SS Ni F H"r%k 1 J DIA _., A CNEC PER FJ o, � i F: P,FI LCLINT VENTED 0R f r %' x4 "+AILED Tr 2Y BLOC KING NAILED TO TC F'VIEPY O I HER TRU w+ .', 12d NAILS, TYP. ("*) ERiF'r;PRC VI'sDZ S017179T .MATERIAL SPAN CAPACI I ON IHE DESIGN PKESSURES SPECIFIED FOR COMPONENTS AND Cl LISTED IN THE DESIGN CRITERIA ON SHEET SN. � 2 FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM INC: FL# 1h`, PRODUCT APPROVAL) F CHANNEL FASTENED TO: GMU Wi T NAIL .097` DIA. @ 24" O.C. wi 5'6 MIN. EMBEDMENT - WOOD w,° (3) 16 GA. 3/4"x V4" CROWN STAPLES 0 24" MAX 0 C PATTERN STRUCTURAL SOFFIT LE ? 4 1' 01' 1*"i FOR ALUMINUM SOFFITS WI' -1 r1•�„ 1 } 4",uIN�)IAll.1011)SPANBLOC I I HN I:)I FI I FL PA INS I'ALLATK "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DIET,-', _ 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2)10d NAILS @ 8" O.C. OV�Ryq/V TO TRUSS TOP CHORD + + �FNGry --PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-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 SCAI F 3/4 eGG QWC=T n) AKIn x z 0 LL 0 w 0 Q UL 7) Z Q U) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PI YWOOD DECKING GLUE) ATTACHED WALL SHEATHING TO 6 O.0 HEDGES AND 1AND NILED W/ 8d 0MOMONFIELDO.C.,0TTOM 2 ROWS STAGGERED PLATE W/ 8d @4 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a' OVERHAN y • ae RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. V-0" 5-0" INISH FLO °. .. �. D . #5 BAR D 10 ° ° CENTERED W/ g D H IN TOP C)015 KNOCKOUT/ CHAIR BLOCK MONO FOOTING _ SIZE AND REINF. PER PLAN — AND SECTION DETAILS -I I CLEAN FILL D ° D DIRT P z 2 STANDARD b 0 90' HOOK N #5 BAR IN FILLED CELL SIN- � nr , p ,. p p nr ♦ p A. , p �. 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 PROJECT 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 qq MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") OCT Z $ 2024 #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. Virtual Review Assist. Inc. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY �J EXISTING FOOTING RETROFIT FILLED CELL DETAIL Plans Review completed and app o d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 (2) #5x6' IN CONC. FILLED CELL El 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. N '- • �,f; `14 J DC M ' N ib t • Q A C. ! x�t�.. 5 LO 2 0 -i w W 0 z Q �1N` N O r E 0 o 0 _W 6. *= M O m CO /�Mf ✓1 M N V co cc: Z) u _O U U-8 a"�i Q •N C3 xa w QN nn,, 70 i �o Em V a -O W W W~ J O Z d' �Uj ��J� Q Q U 3ofU)LLU00 BOO zW, 2z20o~aQ H ('1 O awx oZ0W00co �Oa�ZYOZZ" pW��nJ U) LL Z w O 9 H W O U D Q OQ o 0 oQZ a a O CNI Z W 0 �. ❑ F- co O Q � M LO 2 LLL ti C'7 00 - ZUf� Z ?, W J� (0 00 i I I I I I O o�40� o 0 0 N 0 N ti �_ M CV) C) 0 0)O 0 N ' z O N FO 0� w O O O U] N M v I I I M' r^ >_ W vJ ¢Z w C) WW O o -6 -+ 0 v 00rn O OW> 0 Z aka W Q Lr)= W=W Ln 0 H2 N �Ocn W W 0- QI.-M ■ ■ Q 0 z0fo C)(„� CLZ`L Z z O 0 o �— m Z Z z w WSS J o 0 LAST PLOT DATE . . Z 0 STRUCTURAL —J DETAILS - RETRO FIT SCALE: ;' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS �v9 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 D 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 MALL 3YP CUT TO FIT kRS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 'I EW "A" SCALE: 1" = V-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL _-2x12 SYP BEARS IN WALL BULLNOSE DETAIL SECTIO 3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS .11 SCALE: 1" = V-0" N D-D SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" 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:" = 1'-0" _ SCALE:" = 1'-0" 3/4 PLYA ON DECK --2x8 SYF AND N/ FRAMI I` 2x4 DRAF STOP 2x4 BLOCK C SCALE: 1" = V-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN X' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ T" X 2" TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP — SCAB 2x4 GLUED AND NAILED (EACH STRINGER 00� f SIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/' X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" D PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 MI M UUINO I MUl.o I IUIN UM I /`XI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MI 10dx11 POST LET INTO _OCK DE ING ?X8 BLOCKING -OR NEWEL POST rO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES OCT Z 8 Virtual Review Assist, Inc. Plans Review completed and 14proved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 '-1 .a ECTION VIEW "H" SCALE: 1" = V-0" r�- r N �1 O 00 00 I� L• V` ' o ao AR0 0 0 W 0 Z a (A A, W L N E ' o -F-- O 0 ao to V -0 70 A, ? L CO VI .O ` rn Q a:o O `nNJ`J - LJJ ^ N . W L 0o E� m CL a W LJLJ wF— w w� W W2 0 cc O�Q0 0z H UQ LL00 <U'ZLLL0ZM0D a0 QU 0(nit 0R00 nWW Z a fAwWW (nx.<0 LL. O �~wp LL HFzWOowOp¢ 0W o oQa a 0 LL 0 z04 w O F.. D DF- MO z Q CM � U) LL z <W<U� Z U W� W J 0 mi 100 O o o O 0 o 0 •- 0 N N N N O a`o am �— o N a I I O .- o zo 0 N W O ^ V' > N c•M I i ' Cr �^ >_ Zz VJ aZ W O in � O w U 000 �0� O Or< Z awa Q I_ X —< H � //1 = W = mF-2 L /� Q N zO o= w >" IZ Q�u) . O M§7 ZW0 O V ELZLU W W Z aZ . .. U) � pU ow W z a Z Z W WST M J � W O 0 LAST PLOT DATE 04 @ Z0 O I 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 • PC 8" PRECAST LINTELS = 3500 PSI • PC 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • PC 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 ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + 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 81`32-1 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 4^WIr-44VdW SAFE LOAD - POUNDS PER LINEAR FOOT TYPE8F8-0B LENGTH 8U8 8F12-0B Sf16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B 8F8.1B 8F12-16 8F16-iB 8F20.1B 81`24.1B Sf28.18 81`32-1B 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 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 890 5961 7034 8107 2693 4605 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 3753 4576 5400 6224 2189 4375 7547 8672 10294 11809 5'�" (64") PRECAST 1217 1349 1438 2560 3123 3686 4249 1663 3090 547 36 $34803031 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 2090 2549 3009 3470 1451 2622 168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3031 3707 4383 5061 1238 2177 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 205 2698 3191 3685 1011 1729 3898 5681 8467 44 6472 15 9'4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 1 873 1254 1684 2193 2805 1 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 7471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 1 783 1370 1902 2245 2517 1 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1 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 1 550 1047 1285 1399 24'-0" (288") PRESTRESSED N.R.129 NR NR NR 154 NR NR NR 250 450 884 1 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 4^=r-4*"M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 SRF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B 8RF26-0B 8RF30-0B 8RF6.1B BRFID-18 8RF14.16 8RFI&1B 8RF22-1B 8RI'&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 9479 110893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 1 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 1 5048 7915 9479 1DB93 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1568 2253 1 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^W-44 M ^'� � � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS =P4~n C''"� ■ SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4C^Wr-4* M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F121T 8F161T SF20-1T BF241T SF281T 8F32.1T 8F8.2T 8F12.2T 8F16.2T 8F20-2T 8F24-2T BF28-2T 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 1 6627 1363 2192 3079 3966 4853 5740 1 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 1 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 1 4498 6'-0" (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 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 145815 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 1 V-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1 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 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 1 709 1050 1434 8 1694 8 1954 1 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105114 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 1 221 354 508 681. 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AM-44"M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10-1T 8RF14-1T 8RF18-IT 8RF22.1T BRF26-IT BRF30-1T 8RF6-2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26.2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 1 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1 1012 1651 1 2204 2758 1 3312 3865 570 1 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 3 21 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15015 t22272 16 �26 395 589 1135 1514 1893 52 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 e d e G e 4 p• % 'o e '� o o •c ,4 0 D 4 D O O 0 Q o O b 0 o b o 8F16-1B/0T 8F166-1B/1T 8RF14-1B/0T 8F8-1B 0 n e 4 '110- > > °D °D'110- � O 4 0 eD O ' O 8F12-0B/1T D O O L 8" PRECAST LINTEL W/ (1) #5 HOR CONT QBAR & (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 C.M.U. (n (n x o G =fn0mN ° w U C~i uj 4 #5 REBAR AT O Ix O O o w u BOTTOM MIN. (1) W Q o a- W REQ'D J J J Z -w¢w 16GAUGE W (n 1-- ° POWERS STEEL r z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. Q GROUT00 #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 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 F1 86-1 B/1T NOMINAL WIDTH) � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP OO W z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A' IN OCT 2 8 28P2 Virtual Review Assis{. Inc. Plans Review completed and approve , /115 00 Ln co for compliance with the 2020 FBC 7 itiun by Debra Anne Klahr PX2300 1 CO CL 00 5 ZAll CN ) i00 t Lo zo 1` f1R66i� )j � O d w 0 Z Q /tn � O tr) � E N U A, E c ,c o g � REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLII I UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#51. (I)#5U (1)#5L (1)#5U (0)#5L (I)#5U (I)#5L (2)#5U DEIAIL'A' DETAIL'B' DETAIL'C' (1)#5L(II#5U DETAIL'D' DETAIL'B' &'C' 2'-10" U-6" PRECAST 2 D4.5 WIRE (21 No. 3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No, 3 2912 5318 5318 51 14 5114 214" PRECAST (2) D4.5 WIRE. 2 No. 3 2038 3122 3122 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE (21 No. 3 1566 2859 2859 2772 2772 4'-8" 34' 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" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 71-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4" T-0'1 PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 1 V-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" 17-0" PRECAST (2) No. 3 2 No. 5 287 1 525 525 1 337 525 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 15'-4" 14'-0" PRESTRESSED 2 () No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16'-0" PRESTRESSED 2 No. 3 () (2) 7/ 16 strand + N.R. 357 357 254 352 2 No. 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. N.R. 22'4" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7/16 strand + 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED Aj DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x1 6-P-1 L/l U] NOMINAL WIDTH J LQUANTITY OF#5BAR AT NOMINAL HEIGHT UI'E'LR LINILLCAVIIY 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)#SL (1)#SU (1)#SL (1)#5U (1)#51 ())#5U Ill#5L (2)#5U DETAIL'H' DETAIL')' DEIAIL'H' &'J' DETAIL W 2'-10" F-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-C 7-2" PRECAST (2) D4.5 WIRE 121 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" T2" PRECAST (2) D4.5 WIRE 2 No. 3 7201 10000 9863 10000 4'-8" T-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5-10" 4' 6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 T-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 I F-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'$" PRECAST (2) No. 2 No. S 14 '9 3 14'9 3 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1291 17.91 775 1270 No 4 17'-4" 16'-U" PRESTRESSED 2 () No. 3 (2) 7116 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (?) No. 3 (2) 7116 strand + 1035 1035 478 936 2 Na 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 961 961 446 872 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No 5 642 642 306 599 ,•�1 .,x� a a: y DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION 1' I'LAINUNIEU QUANTITY OF#5 BAR AT S SOLIDLINILL r LOWER I. INTEL CAVIIY [8x1 6-P-1 L/1IUj NOMINAL WIDTH] `QUANTITY OF 45 NOMINAL HEIGHT UPPER LINTEL CA' GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 II) U (0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'4' 74' 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 7-8" 74' PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4-7 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 N-4" 3'-0" 2'-8" PRECAST (2) 134.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 30,13 3053 5'-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5'-4" 51-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 64' 6-9' PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P- PLAIN S-SOLIDLINILL/ -1 rIOWFRIINFI Y OF#CAVAIAT [8x1 I6-P-1 L/1 U] NOMINAL W IEJ J L QUANTITY OF #S BAR NOMINALHLIGIII UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(I)#5U (0)#5L(I)#5U (I)#5L(1)#5U (I)#5L(2)#5U (I)#5L(1)#5U DETAIL'E' DETAILT' DETAIL'E' &'F' DETAIL'G' 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 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 414" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'4" PRECAST 12) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 6-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2/23 7-6" 6-7 PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 71-8" 6'4" PRECAST (2) D4.5 WIRE 2No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1 /92 1 /92 1862 1897 8'4" T-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" j 6-9, PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1 121 12'-0" 10'-8" PRECAST (2) No. 3 2 No..5 992 992 751 1035 12'-6' 11'-7' PRECAST (2) No. 3 2 No.5 937 937 685 978 13'4" I T-W PRECAST (2) No. 3 2 No. 5 859 1 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 83b 836 426 763 2 No. 19'4" 18'-(7' PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 ND.5 214' 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 524 524 277 526 2 No.5 22'-0 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 ? No.S (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 399 399 217 412 .�►�! .,�:: •.fir+! "I all DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINILL/ QUANIIIY OF#S BAR AT S - SOLID LINLIE r LOWER LINILLCCAVIIY [I8x]6-P-1 L/1IU] NOMINAI WIDTH) `OIIANIIfY cF #5 BAR AI NOMINAI HFIGHTJ IIPI'LR LINT ELC:AVIIY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'I' DETAIL 'M' (1)451 (1)#5U DFTAIL'N' DFTAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 1 7-2" PRECAST (2) 04.5 WIRE 2 No. 3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE. 2 No. 3 10000 10000 1D000 10000 4'-6' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 34" PRECAST (2) 04.5 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 B995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (21 D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" T-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 1 2384 1884 2371 I114" 10'-0" PRECAST (2) No 3 2 No. 5 2082 2082 1590 2082 12'- ' a I '-8" 0(1 PRECAST 2 No. 2 No. 1895 1 5 89 14 1 0 1895 12'4" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 19.79 1775 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1605 1605 1107 1605 14'-0" 17-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'4" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1174 1774 996 1494 2 No.4 17'4" 164' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'4" 18140" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.5 21'A" 20' 0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No. 22'-0" 20'-8" PRESTRESSED 2 (1 No. 3 (2) 7116 stand + 850 850 471 923 2 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 f ' •'i1 �i1 `�(1 Y Y Y « , . .ti.:..� � . �r �rY� DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P-PLAIN IINTFI/ QUANTITY OF#5 BAR AT S-SOIIDIINTH -1 rIOWFRIINTFICAVITY [8x16-P-1L/1U] I L NOMINAL W IDTHJ NOMINAL HLIGHI QUANTITY OF #5 BAR UPPER I. INTFI. 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 AC1530-08. 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 SCI IEDIII_E) 2" 2" (1) #5 CON I INLIOUS RLCd'D. PER STRUCTURAL PLAN 37" STIRRUPS AT 4'-0" cc So ED OR WELDED) OI IOM BARS SCHEDULE NEE F5/8 NOTES: I. MINIMUM COVERAGE OF SIT L 5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. SIFT I - ASIM A61S TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP I LG BARS: (PLACED IN FIELD (SEE SCI IEDULE) 2" 2" I IT 1I1 115 CONTINUOUS REQ'D. 2M PI R SIRIICIIIRAI PI AN CD Cl) 7132" STIRRUPS AT 4'-0" Cc (III D OR WE I DI D) t- BOIIOM BARS SI I SCHI DUI I Cl) N NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEE I - ASIM A6 H) 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 (I)#5L (1)#5U (0)#5L (1)#5LI (II#5L (2)#5U DFIAIL'O' DE.TAIL'I" (1)#4L DETAII 'Q' DETAIL'O'P &'' 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6-6" 6-2" 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 T-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 614" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 814" T-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10' 6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 F-4" 101-0" PRECAST (2) No. 3 2 No 5 2699 2699 1959 2699 12' -0 1 '- " U 82 PRECAST 2 No. l l No. 5 24 36 2436 1T27 24 36 12'-6" 1 F-2" PRECAST (2) No. 3 (21 No. 5 2269 2269 1577 2269 13'4" 12'-0" PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 14'4" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1 1878 1225 1818 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 1.413 t:t38 1974 2 No. 15 4' 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No.4 1T-4" 164' PRESTRESSED 2 1 1 No.3 (2) 7116 strand +2 1698 1698 944 1546 No 4 19'-4" 18'-0 PRESTRESSED 2 O No. 3 (2) 7116 strand +" 1348 1348 753 1330 2 No 5 20'-0" 18' 8" PRESTRESSED I2 I No. 3 (2) 7116 strand +2 1254 1254 702 1271 No 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2) No. 5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 5/6 1121 2 No.5 (2) 7/16 strand + 24'-0" 277 PRESTRESSED (2) No. 3 (2) No.S 898 898 481 947 r�1 r�Y raivl :ric1 r :•tt1 r1.Y1 DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8'rxl6" 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 95(1)U(1)L SOLID #5(1)UU(0)LIIIL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 34' 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 1D000 ICODO 4'-0" 7-8" 24' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10" 9686 10000 4'-7' 2'-10' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 N-8" 34' 3-C' PRECAST (2) D4.5 WIRE (21 No.3 2990 7025 6382 6382 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" S-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 T-0" 6'-4" 6-0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 91-8" 6-4" 6-91 PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 •i 1 •M .1117% :w 74 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OE#S BAR AT S-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x 1 I6-P-1 L/ 1 U] NOMINAL WIDTH J LQUANT,YGr#S BARAI NOMINAL HEGHT UPPFR I INTFI CAVITY TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY Or #5 BAR AT S - SOT ID IINTFI r IOWFR LINTEL CAVITY [8x16-P-1L/1IU] NOMINAL WIDTH] `QUANTUY OF #5 BAR AT NOMINAL HEIGHT UPPER I INTFI CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 81'x20" RECESS DOOR HEADER TOTAL LENGTH CI FAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFF LOAD SOLID #5(1)U(0)1- SOLID #5(1)U(1)L SOLID #5(1)U(0)1 LL SOLID #5(2)U(1)1 DF.TAT'DL' DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 1ODDO 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 6054 1000D 8442 10000 4'-T -1 ' 2 0 - 2' 6" PRECAST C ? D4. WIRE I I 5 2 No. O 41 5 3 10000 7552 10000 4'-4" 31-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 1OD00 6836 1DD00 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 100W 5613 10000 5'-8" 4'-4" N-0" PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-8" 54' 514" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 8'4" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 IN UNIT '2551' - 1 ST FLOOR PLAN 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SILL IINTFI TYPE IINTFI STEEL LOP WIRE / BAR LINTEL STEEL BOTIJM BAR (.;R VITY SAFE I AT) UPLIFT SFF I O A7 PLAIN SOI ID #5(1)U(0)L SOL ID 95(1)U(1)L SOLID #5(1)U(0)L #5 111 U 1 SOL ID #5(2)U(1)L DETAIL'DA' DLIAIL'DB' DLIAIL'DC' DFIAII 'DB' &'DC' DLIAIL'DD' T-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1/53 4'-0" 7 8" 2' 4" PRFC:AST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 13/6 4'4' T-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 1 194 1363 1363 1131 1131 5'4' 4'-4" 4'-0" PRI CAST (2) D4.5, WIRE (2) No. 3 864 995 995 831 831 6-8" S'4' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 6S4 T-8" 6'-4" 1i-0" PRI CCAS1 (2) D4.5 WIRE (2) No. 4 .542 669 669 462 537 9'-8" 8' 4" 8101, PRECAST 12) D4.5 WIRE (2) No. 4 396 489 489 261 393 DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix24r' RECESS DOOR HEADER TOTAL I FNGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL 5TFFl TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVIIY SAFE LOAD UPLIFT SAFE LOAD SOLID I1IU(0)L SOLID U.S (1) II(1)L SOLID # 51IIH(0)LL SOLID DFIAII 'DO' DFIAIL'DI` DFTAII 'DO' &'DP' DETAIL 'DCY 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10(XX) IO(XX) I(XX)0 4'40' 7-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 /.999 1W00 I(")n I(X)(X) 4'-7' 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 6/96 1("X) WIT)!) I(Xxx) 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10(X)0 8604 1=X) 4'-8" 3'-4" 31-0" PRECAST (2) n4.5 WIRE (2) No.3 h044 I(xxx) /066 1(xXx) 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5'-0" PRECAST •(2) D4.5 WIRE (2) No.4 3765 738/ 2901 6831 7-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 r,-7 641 81-(T PRECAST (2) D4.5 WIRE (2) No.4 1 S!i2 2996 1 183 28,14 �,ir #,fir , •i:1 r•�'! • •,i'll TYPE DESIGNATION =• .' �- ... .. ,; [8x16-P-IL/IU] o DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x16-P-IL/IU] L�00 1 oon WM TYPE DESIGNATION -I'I AIN IIFIIFI/ ()IIANIIIY(ll#:,HAILAI 11-\U11171rlI FI r1)WFIl I INTFI (:AVIIY [8x 16-P-1 L/ l U] IIOMINI I WIFTHJ OunN n OF #" nAl' M N-MILIAI HEIGHT IIF'I'FR IIIII FI (CAVIIY OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and app ed for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type, 8",XW PLAIN 8"x8" SOIID 2'-10" Precast 2082 9235 3'-6" Precosl 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 9459 5'-4" Precosl 663 1940 5'-10" Precast 583 1624 64* Precast 486 1396 Precast 403 1134 Precast 392 1100 8'-0" Precast 363 1037 8' -4" Precast 318 981 9'-4" Precast 222 //2 10'-6' Precast 156 600 1 F-4" Precast 132 651 12'-0" Precast 111 593 17-6" Precast 98 544 13'-4" Precast 89 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 17-4" Prestressed N.R. 2.57 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 2TAY Prestressed N.R. 127 24'-0" Prestressed N.R. too N.R. = Not Recommended 1 04 • ; n `. 00 W r . o RC1) 8,05 .� LID ton d LLJ O -i W z Q W L �O 8 M Cq d V) M cn d c) E= ccl) C L p C O i 8 } rem ■� Q LL o O .r v_J a .0 •^N` V W Q.N c W L 000 E� CL L ETjWL gp ~F- -j wz~ r zWW �W,cmg O�Y00JO ct� Q Q X ,z �Q_ CYU)Ix ggzOw00mzz H J Z �>zYOz 0 a�� p W Qow�¢-gY20 �a.I CL U) LL �oW z QLL < LLQ ZW O T z (0 O Q w M L0 W' U C� G W M Z00 V F- WZ W J 0 00 I r I � I r I r I r I r O N N CD N N C) 0 0 0 0 O DO .- 0 CD N e_- O N I I C) O O � O O i I Z W Nw LO Lo > o 0 N 0 M 0 4 o 6 I 1 I 1 d' DO ccrQZ W C) 4-a 0 W oo_o Wv U U Lo 0 0Wo Z _1-- d F- x Q ^ L l = m=W nl W O Z03: W� ■ ■ O zcro �- Ip < :5wx Z Z az H L pU CL _0 W Z z W W J N C) LAST PLOT DATE ■ ■ STRUCTURAL DETAIL zlO J A (LEFT) HURR/C.4/1/ Mounting Braclitil i i 0 Ga)i9el 4-1 '2 - X 4-1,'2-X 2-12' t* Back Cross Support / (May be cut to W) Sort' Anchor Schedule )7 Right Bracket 16 Gauge) Boles 1 Q` Dix A325 flab iTyl11 C, 0 '""' - � to Self-faril(ini4,t Screws re 14-5/8" : h iJC Urrt Setuwrl Edyr e • A (Tyl-ocal' 3 in fa3rlt) wa4h9rc Front Cross Support Sell- Lo(kinc IN it i (Mdy be cut to W) Lett Bracket (16Gauge) I,4� I(-UiIQiii crews7hiluB;dr_ketd6 Bar 'it :pi)i'f'i III ltc:N'C_ Unit Bottom Side RTypicA: i c."h sick forhurricigne use) itatIaiii .11 1111 r.11d -0-11 Hum"ux 'ln Fl .. Sad Drawing &e "A alpiaFy ' �4�^ Florida DapeaAnarrt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.I a 12f1a/2021 999s both, or Per go Oak Penciller bits maaa 1(UNN aalsAtm Lgatacr ZoobELLIMo Yakkim a ltlsldrad 6ubmwmd Fa[ Anew apgralaa SLAU AIIIRnOW 2020 9mad Vent Products, Inc. Michael lehsm Hamles F. an P.E LoUe 8oWW P.E. 12MW2020 121162020 IV2612020 Appraed ay: CaagSaudur4l componelns 167"441-6'ba PE-73778 (334)300.1800 auDCaeaory: Ploduas sipoaced as a Nee... of r• oa,r nra^• con, New Tachobtaw Co-VA� Udhok Evsleslno, Ropm tan a Florida R"oOMOArdMftet or a Licensed Honda E,I.06022.11111 Product. Prolesaional Eltpneer !ul $a9YG1$ISrlltllflf! ) ,M, Assume, Saul[aBi Omle Anoroved la I Approved IDt�li oulsideHVNz for Usa gggact &Jf2sm !2!!rlian Pressure I sms nvenl Modol e1540.51 Deal =una on F load and Ventilation Vent 12Ai12023 Yes Yas NIA • 1001-100 Snls r'Vent Modal a1540'S 11 DN F rictlon Flood and V*nUMtlm Verl 12r312D23 Yale Ya8 NIA .1 doF 100 Y Ityixrn Va�t Urine: a1540•h,',' Interested Flood Vent •''+,.t,^n.'3 Yee Yec Nil .100E 100 4 Srisinvanl Monet III "()i InsWteo Flood Vent '1'"t On:^ Yes "es NiA •100F1o0 5 amartVont Moder a1540524 1641oli Grp. Door Fboc I,or1: 1:11 Cd23 Yes "rite wA I. 6 9rrrtVent alndol et540570 Wood Wee naulMee Ffotq vmf ., v, r,1:., Yea N.A ♦ t00.r-/00 7 SmsrtVent Mcoal e1540.574 14,540ud. Greg. Cra I veI '.•'!IL•'I:'t es rs wA NIA Florida Department of Business & Professional Regulation . q 4 Building Codes and Standards 'ro. Product Approval Application Detail s Entitvw 2a � Pau 2M ins version Apr Sontsic Enpineer L Licanse yauttd ay td yalide$u0minad F9CAcnroval Aporpve0 1111Wa Revision 202D Thelma-Tnl Corporation S-tenied.spe"or Lrndon F. Schmid, P E. Ryan J. King P.E. 040 S2U:1 t J131Q02U 04YI,,,i2C'' 1 (1hQI312:): ' N'D P ,it Category- Exterior Dori 111643 10:0 PE-43409 (813) 767.8555 SubCatagory: Swinging Exurrla Ckxx As el, 11x% slaspnrson®tnslmatN.co Oonpliance Ma81od: Evaluation Report Iron a m Florida Raeisterad Arcntect or a _ cii t kit id4 Protesional Engineer FLA20468R6 Product Ouallre Assurance Approved for Use Approval for Use imgTJ Dostdn Product Medal. Numbor or Intelsat Product Dascripdon Co In.l iQli Outside HYHZ Resistant Pressure 1 a Tnerlma-Tru Fiber-Clecisr and Smooth sox No until 0aa:.G.B &grlotirrgtoolittquoU Opaque 12131r2.022 No Yes Yes NIA Con purxte Eage Fiberglass Single Door I'rs-glOutswng; X configuration) _ L• Thermo-T u Fitwr-C tasluc arc Sntoolh-Star Normal 6&139,88quodnpat%6quot 00aque 12r3lr= No Yes Yes Ni Convol ite Edge Fiberglass Single Dour wtnr SYNlite(a) (IruM4nglOutsvii XO OX or OXI, caNigurations) 3 cThenrai Fiber Cloasic and SmodMSta' Naninal t}BaSP;B Bq,Jotllrlpni.�t8quot. Cpaqua 1:"f317;0,l. No Yes Yes NIA ConnlXnat, Fogn F,bwglasa 'Double Door wth ce .thou! 8 delites (lratteutpfOutrrring, XX or OXXO caulgurietions) 4 d Nominal 88A139,08quothrine acIIIII C'paci 12/31f2022 No Yea Yes NA Composite Edge Fiberglass Single Door (Innate ngfOutaYAng; X conhgurat-, 5 e Thermal-Tru Fiber-CMssic and SnodMSta Nominal ftArn ORqud,lin1wi8quat Guay,fu 1'!'t1120,°: No Yes Yes NA Composite F,,,re F 0erglass Singie Door with -r nAs;9ns.nglr1,11u.1np:xn_nxnnxn UDn1lgUraliOM) 8 f -hti Tlu Filly' C'ii and Sngolh sl" Nornalal 8843908quoklmpactl6quot; Opaque 12f31120Y :Ic. v,s n•, 'L'A Conn osite Edge Fiberglas Double Dow with or without Sideles (In mAngt Outsveing, XX or OXXO cordigurations) 7 g. Themne-Tru Fiber -Classic and Smooth -Star NanieJ88a3988quotlmpact8quert Glni,d 1211 I`= NO Yes Yes WA Composite Edge Fiberglass Single Door 0nswng1pi/iswrig. X canhg.latrunl 8 h Thermo-Tru Fiber -Classic and Smooth-Shr Nomnal 64011N 3quo(Impact8quot Glared I.' a' :() No Yes Yes NSA Corrpowte ru0e Fiberglas Single Door with 'l On lelso (In"ngfOutswng; XO. OX or OXO a1IN9uraDc�'sJ 9 1 Therirw-TItil'be', .Glaaslc an•1 Srcwnill-."a1a1 Nor anal 684139, 86quctimpact8guot, Glazed 12131111 No Yea Yes NIA C-porkte l i10 Fiberglaa nauble Dnnr Wth or wthout boeldes (InawnglOutsYArlg; XX of OXXO cordigurauons) 10 j, Thermr-Tru Fiber -Classic and SmoothStor Nomnal Wall 08quct.,lmpucti'li Glazed Isf!1el 71 lwl Nn Y_ Ye. WA Compos to Edge Fiberglas tingle Door (InsvdnglOubwng: X don6guraboni 11 k Therms. Tru Filter Clasic and Smooth -Star Nominal 88f311Scluct)mpact8quot l.Wel 12':,'I2022 No Yes Yes WA CMW-"Edge Fitarglaae Seigle D. v tt. Sidelral Qnsv4ngioubil XO .lX cl OX.O configurations) 12 1Thams-Tru Fiber-Clesicard Smooth -Sir Nomna183a39,08quctlmpac%cri Glued 1lyd•f_O.i No Yes Yes NA Composite Edge Fiberglas Double Door with or wt'icut Sdelltes (Imes(ng(Outsvrorlg, XX a OXXO Mnbo,1Mnn^.e) 13 in : nerma rru sloe• C;las.x aria Smooth Sla• Nominal 0&e30 S bquotlmpact8lquot Glazed Molded 12r3l rXr2 11, ves Open Cornpr.vta Eager Fiberglass Single Dow ,InsvangK.-ulnwng, X configuration) 14 n-nerms-n, c,:w•. Dr is and Snx,oth Stir I'kerenal 0,3439,88quotlmpactilocii Glazed Molded 1 !3t i_')" 'Ir Open Conporte Edge Fiberglass Single Door with Glazed Molded Open Sioelnels; ;Insvang/Outswrg XO, OX a OXo conNguralcrs', $5 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&439.9 ScryoUnn;aclRyugl Glared fvlold,<t 1Jr1•th'i:: No Yes Yes NUA Open Compuslt? Edge ail, rgiass:rouble Char with 01 wMhO tt Gla� trl Molded Open Sidelites IlI"`"ngn�iutsvnng- XX or OXXO configurations) 16 p. Then;rna . - �x?� C: ,,Scic and SnXIah.S,W 14ogwlal 691 Se ucirlmisoc quot; Opaque 121'31r2022 il, Yes th" (:-posit, Edge Fibleglew Single Doe with Molded Open SideliU(s) pns` rIgirCutawing XO, OX or C'XO con igurations) 17 q, The rma-Tru Fiber -Classic and Smooth -Star Ndmina168439.88quct.Impa68quNQpaque 1111 I!21= No Yes Yes NA Composite Enge 7itlergli:)u ue Doan 'min U, wtn0ut .Is1eo Molded Coen Sida,ras I'', I,wrlg/putsvnng. XX of OXXO rxanfiguratwns) PL11533a.146 .lft ]riot MKAW ummdKkm Reviaon 2C20 Mt Ygndolrs aid forts Category Exerrla Doors 3ubCalegi Ski Etter,1. Do. Naereuel Con,pll-.MNhod: E.Iut m Rii tom. F lorkl. Reg. Meart A"'I""la. 1--it Flu .ore Elmilii Pally,M es kri;-r to MmbnaLwm 1 SERIE6420ALIJMINUMSW - 2 SERIES 421) AL JMINUM Si 3 OCtrii 420 AL UMnnJM tor. nClrrrOnaCo 4 SERIES 420ALUM MUM SOD REINFORCED 5 SERIES 420 ALUlui V SIX REIIff0i 4 Florida Deparbne4tt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail finilty CAW" er g VAidgAdJk A 14..... Brent Stanger Lu1s ROtrrO I Omxs hewer M Urldo PE 4717)3653300 PE 62514 "'I'I ]•7 2454 bra►rg.,@-ol tom Pag.1 nr: IJY202, gars 29a Data Pallrall l "i Validated. A, MnelM 1W Anne-1 Ann ul SLAI 5 1MD612021) 10106rn2o 10AW020 1J15/2020 AW-C Product DHCrkgM SERIES 420 ALUMINUM SW OXO Confiried diggreflon DO& A-,, 1,1 Use IGnIMi No AWaorad for flee Outside I i Yes In, -I Do,,-, ltsflslapl Poswie No wA 1213102024 14S311agiWxaOaWoh NON -REINFORCED SERIES 420 ALUMINUM Si XO. xx 12/31112D24 fi, Yet rr, raA wsadalxe0aoua.NOWREWFORCED OCn I C O.,0 AL UM,rrUM 000 REPWO Roca OXO 12r3,ra24 fr. ro• I,� - rarA 145-3145teov xill"g i SERIES 420 ALUMINUM SW REINFORCED OX, 12131 C1024 roc Yes FIo ryrA xQ. Vx 46aaugl:r9"cUot SLRIf-.', 420ALUM INUMBGDREiNFORCEDXXX 12131r2024 No file,hn rrrA 143a0udI:x86aqud: May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed beiC,, ',Irl, I they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not k -luv; the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures EXTERIOR DOORS FExp.Date1. A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31 •}{:f;'a C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31,'1_ 0I—Q 1 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/81,"?_0,2 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/',�U_/_: D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/202,1 E. OTHER 3. PANEL WALL James Hardie Building Prod. ----- - -- Cemplank Lap Siding and HardiePlank Lap Siding ----- ------ FL13192.1 - FL13192.2 A. SIDING N/A B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31,L- _ > C. OTHER 4. ROOFING PRODUCTS _ A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16i'2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/1_)T21)1 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/201%(,_, 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31' 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart J 12/31 I ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31111'�,?''I D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels _ SmartVent - Flood & Ventilation Vent NOA 20-0630.15 N/A _ 9/11/ 12/31/20'23 E. NEW TECHNOLOGY Smart Vent Products, Inc. FL5822.5 +100/-100 psf The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information mu,,,-,, available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with 3) cope Further, 1understand these products may have to be removed if approval cannot be demonstrated during ins eciion of the applicable manufacturers installation requirements. rth , p y pp g p APPLICANT SIGNATURE DATE t I r'. •I'� I ��vy, 1:. r f I. ..,ul¢I airtl Ma ht f � •.. � I, -,. rA L -. 1 � Flnrkia Dapartir t n' Business & Prof6ssional Regulation Building Codes and Standards Product Approval Application Detail t',Mlls 1 SSidL't i'- T.= U.- L f .I i' I LAIZ PA rid II lid[,¢ r..,. NL IJ III 1 r•)A[Mra Vol L..arrearr.9 yayly�, qt1 +•.. -Ili AD.I.Afi for Ilse 15i;Ill 1Iw y-• I'll Enn,•rion Dore III �b c� t�Lp. +v.r; RY:1 Vr_� Florir{u Driparlmnnt rse Fitisine-. 8 Prrt=•srllr rot R'�`riu. Bulldirr;) i7o¢Ics r'd Stx1daI Product Approval Appll.ation Del,.:d �,+r r.L!d'• .ZAU P29!: l,i' :,""In1l 2L':' _-� _,.In'.ldl 1.1r111.1.1 tore .•i nLlaoo j(1,h,.Af Be IV.rl1.,l:..' ....JLL_.. •'. L_Aul,i i Atoll $ti(18 ti •sAli- L- •icrak rl S'c. [ Urr C I L.1A...u•.su. A✓fl pve 1 tr. lS: A,;,, rr, 3r::120ffi ?;ossura ,..a15'•t0.R1 •. VAIL on,.:..Yl,•.ir. , I �11,•I tll,.n I.IMIIn.I , 1 ' nlul N Ihr.d' n =:� � Pr ]I_I nlO ]ql unda,� ,y �_m •; l tin 1 11 11• , r-.� ! F-iiirt fil•ricl N,n Nxy. Finivin nwparrmenl of Bnsulvss & Profess�oi i Rini Building Codes and Standi - Pr xhw. I.1 al 31y.IIr:1Ucn Del.nl h0 n: _,n.w". Endln.•-, A L'CM,a,y.Yldnln:l q U.ne rertrang t:.lrn .rAL'illt-P_A..`S!I.dtL'-::. ••.� �_ I,1-: .. AGUrdYad FYt Uae l•;«L'_i.t I,..•'�r!l.t 2Rgdlucl Cus,Ll bnuctl r_1Lotj C-._ I-=,;q1. tI., r2 Outside HYNx F.., _I I<��_�., I,.. PI citi-t Applval Appllcatx,n Doted Et]flg1'.nr �n'10 ar1 Cn,].n-. 5�ni... V.11_,x•,�I 1:1 Pea.- I ol? l r':i021 I)AF 911A. Di'1I". Pr,rrtlll.l p,11.1 Y.41da:nd "yYltwon_ ISM `6_..1'Y,-.:•-IJ Anplovad '•vt.liun ggAsw���o •1,41 _ �,Iv. vud'ol Usa !l(IiWL Usi .!^dl�ct 0. i.' .tl>',t8n iM`r•.Bri C. Ir, M, n J,i O.Y �,r "la r,lg1gty--7 s •rmutvl ___I .4t:fer.yld. .m�aLVS ,Ltiorcd Aapr�.,�lro �r Plal 1, I I_ NlallOr. ,r /1VRZ t '-` II n_,_.�ct Oa�12 ,• E _ �.�'• Rnislars PIBsSUrb for co FL,II L. .rl i ',i, nt f F i :inn^s & Prrte-art+,nnl Rcvguhnhc,n ,.J,, B.liidirg Codes and Standards Product Approval A;I ALotion Detail 1Tslx 2[e t_. is 20 y:.riA,ln.. "q:.•_ ,k_Ai An,.nw1 "T" 5d 141LSJ. a41J..1:.v. Attl v�y,ll;tLd.Yi',: Arormq for use ullldj,. I°,! 1L,_,1 r�noii Gcrosad Exo9rn«La1 D•d�n +e nvH� a_:isds lwl i Flntsit ... n� 17rW7023 1114 Florida Department Dt Bus,ri - Proles on- R,o.11:,I Builcinc C:ldc; -rnl Shnd:ut: .. - - ..l•t-n111,_-•l -I ,.tl Alllrl i;..lnc,i: Dell ll }�IIYIv r.�l,.u':' Fa I}LIRle 1u 5, 9JCP,mLn. ?L''➢Y(rAdtPd 5Y :TI tE I - F,,•r. • teneo:. rm�•1. DAtoPendnu D"do rkl.I F64 Salt01d4. 1, iti!:ILM.SF.ISIL' Og1. I ?SIS;dtle f•YNZ I .:�_ _ .. I 1:,. WA Flnli.l:l 1k 1ti1PlT •"nt t Rilsino'. t r ,(.tea 3r r,i P.'-'j, 'I','; Fr,d,I t npprovai Applic Arvin Deli IuLu1r • l.il:- 2.•. Dino leandalu PAR %L..1y*I "I ay INId ,'_,1 I ,II,;I IAribi Ag}byiI S•tl 'I. r I.i. .1 t v.tn JY, avid. PE 'U•`2+,20. ; I'.. •. I . A! 'My :`. AlLryAMIJI i ern y., l 0uoiiil Moducl Nsoriundn L 1..r t1 I_:3 n, trvla Ou s 1Y1'I. Rya Pressure r nergss� e,nrp'r,i'.;at,, lur rot .i, Nq r, fl n I.IA Ivn Cilpe N a) 2 o reete L C O c:,_ O O CU -0 I..L .� O U .n C LO 'i O 0 5- 0 O L� �� ,CIO � CU O O a) E. L_ a CU C f- .�cnQ i. mi OCT z ¢ 1022 v V Virtual Review Assist I Review completed and approved lance with the 2020 F C 7th Edition y Debra Anne Klahr P 2300 W a) Z ot C ^' v I CU CIO tL 0 CL < L U O ass cu U M CL a CU CU W G Q Z J Z J SHEET NO. PA 100 i--f N V/ CU ^� 0� U L O Q O O U jr�.� V' CU • � O N O LL -ice %+— .� '� O N L S_ H Cn e< ,1 z+ c� .11 � W o ICU 0- Q O w z z J a SHEET NO. PA- !1.1 p Building Ccdes and ,. t3nda«,� g Ire+.p:1 Building Florida Department of Rosiness $Professional Rw�gulatior. nepn 1 „r, Florida Department of Business $ Profersional Re LtlaGon v,�,vr r ',1 t Florida Department: of Business 8 Professional Regulation BuiltlRt Codes and Standards ps:p:r �r Codes and Standards t L. 1. v Product Approval Application DataU Product Approval Application Detail Product Approval Application Detail Pt ud u.a ap Simpson Strong -Tie 2020 FBC Approved Products Updated 12noRa20 For direct Mks to all SST approvers kited beDm. . Fa additional khformal4on regarding Florida'sa's Statew We Product Approval ten and antt-Dede Counnra:e dAccaI t rice ,NJA). a�1r®i FLA2355-R7 Sea # Pmduct Model. Number or Nam® Product DeacriotYon 1 Tiler, Stainless Steel Concrete & Masonry Screw (TTN-SS) 1!4" diameter Titen stainless steel masonry screw FL#9589-RB Sea 4 Product Model. Number or Name Product Description 1 S010112DBB Outdoor Accents (,onnector Screw 2 SD9112, SD9212. S1310112 SD10212 Strong -Drive SO Connector Screw 3 SD9112SS, SL19212SS Strong -Drive SD Connector SS Screw 4 SOCF22434, SOCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timbar-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SOCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Tanber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SOHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SOS25112 SF)S25134 SOS25XX), SDS2S212, SDS25300, SDI 2, SDS2541$ Strong -Drive Sf)S Heavy -Duty Connector Screw $0625500,SDS25800.SDS25800 8 SOS25112SS. SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SOS Heavy -Duty Connecter SS Screw 9 SDWF2716: SDWF2720, SDWF2724. SDWF2728. SDV4F2730 Strong -Drove SOWF Floor -to -Floor Screw FL111110007-RB gee # Product Model, Number or Name Product Description 1 ATR3/8, ATRL., ATR518, ATR3/4 Threaded Rods 2 ATUD5, ATUDS-2, ATUD9, ATUDI ATUDI ATU014, ATUDI 4.2 Aluminum Take -Up Device 3 BP3/8.2, BPI/2, BP1/2-3, BP5/8-2, BP5/8-3, BPI BP3/4-3, BPRTUD3-4 Bearing Plates 4 CNW318, CNWt/2, CNWS/8, CNW3/4, CNW518-112, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD85, CTUD86, CTUD75, CTUD78, CTUD77, CTUD87, CTUD88 CTUD97, Coupling Tail Device CTUD98,CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RT'UD3 RTUD38, RTUD4, RTUD4B, RTUD5, RTUDB, R`rUD7, RTUD8 Ratcheting Take Up Device 8 TUD9, TUD10 Take -Up Device 9 TLM38 Take -Up Washer 10 Ll 3/8" Uplift Rod Run Tiededwn System 11 URS4 1/2" Uplift Rod Run Tedown System 12 URS5 5/8" Uplift Rod Run Tiedown System 13 URS6 3I4" Uplift Rod Run T edown System FLart 220.rl@ OW Product Model. Number or Name Product Description 1 01T2 Hold-down 2 HOC1014, HDO10✓222 Hold-down 3 HDQ6, HHOO11, HHDO14 Hold-down 4 HOU2. HDU4, HOUS, HDU8, HDL111, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style puffin anchor 9 PAI S, PA23, PA28, PA35, PA51, PASS Strap -style puffin anchor 10 PAI18, PAt23, PA128, PAI35 Strap -style purlin anchor 11 STHD110, STHD10RJ Strap -style hold-down 12 STHD14, STHDI4RJ Snap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1NJorAuto For direct inks to all SST approvals listed below , _I I,_ j_I t2F . For a dkbnat Information re aidin9 Florida's e's Product AVPoI em and Miami -Dade County Ac eP'ancn f NOAI. CLICK HERE. 21 LB series hangers Top flange hangers ayailabki in width of 1.9/16" and heights ranging from 5-M" to 15 116' 22 LCAZ series "angers Top nonge hangers al lie In waci of 1-9t 10' ano ne,g Itts ranging from 9.3/16" to 13-1/8". 23 LEG3, LEGS, LEG7 series hangars Top flange hangers avai abte in widths ranging f,om 3 1!4" to 6 718" and heights ranging from W to 33 112' 24 IVIEGS, MEG7 series hangers Top flange hangers avaslabka in widths ranging Iron) 5 114" to 6- 7/8" and heights ranging from 9" to 32.112', 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" tr, 5- 1/8" and heights ranging from 9-114"' to 24"- 26 PI PFB, PFDB, PF'DSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-3/8" to 7-1/1 27 RR Ridge rafter connector 28 WP series hangers lap flange hangers available in widths ranging from 1-9116"to 7- 118" and heights ranging 9-1/4" to 32". FLAN0860-R5 R§W Product Model- Number or Name 1 ABA44,ABA44R.ABA46.ABA46R.ABA66,ABA68R 2 ABU44, ABU44R, ABU46, ABU46R, ABUS-5, ABU5 , ABU85, ABUt36, ABU66R, AB1188, ABU88R,ABU1010,ABU101011,ABU121Z ASU1212R 3 ABW44Z, ABW44RZ, ASW46Z, ASW46RZ, ABW66Z, ABVVB6RZ, III 4 AC4, AI ACE4, AC6, ACBR, ACES 5 BC4, BC46, Bl BC6, BOOR, BC8, BCS2-2/4, BCS2-3J6 6 CS44, CB46, CB48, CB68, CB68 7 CBSQ44-SDSZ„ CBSQ46-SDSZ CBSQW-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCQ-SDS2 5, ECOCI-SDS2.5 Series 10 CPT442, CPTSSZ, CPT88Z 11 EPB44A, EPB44, EP946, EPBW 12 EPS42 13 LC1344,LCBW 14 LPC4Z,LPC6Z 15 MPB44Z, MPBWZ, MPB88Z 16 PB44, PB44R, PI PI PB86R 17 PBS44A, PBS46, PBSW 18 PBV8, PBv10 19 PC44-16, PC40.16, PC48.16, PC64.16, PC6&16, EPC44-16, EPC46.16, EPC48-16 EPC64-10, EPC60-10 20 PI PC4RZ, PI PC6RZ PI PCSRZ, EPI EPC4RZ, EPC6Z. EPC8RZ EPC8Z EPC8RZ 21 PPB44-4Z, PP844.6Z 22 RPBZ FL#10988-R5 Soa # Product Model. Number or Name 1 FJA,FSA 2 FRFP 3 G1446H, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH8Cr6, GH68-6, GH68- 8, GH610a6, GH6108 4 GLB5A, GLB56, GLB5C, GLBSD, GLB7A, GLB7B, GLB7C, GLB7D 5 C;I RTS12 r;Rl Tial r I RTSIA r:Rl TR1R r;l RTS'NI r:Rl TAM 6 HGLBA,HGLBB,HGLBC,HGLBD 7 HGT, HGT-3 HGT-4 8 UFP10-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps withWI ranging from 3.114" to 9-1/2" and 9 9 W2 ranging from 3-5/8" to 7-112" Screwed column caps with W1 ranging from 3-114" to 9.1 /2" and I ranging from 3-518"to 7-112" Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate rI'dan, Rearin0 Plain Heavy GrAl Bearing Plate Heavy Girder I*Oown Universal Founnatinn Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals listed below ;.t i,,'x._H'€:ft . For eddllonal Information regarding Florida's Statewide Product A,pr,ru'rml !::?ysten: and Mro'ru `. ).ri,.lt•'.. Updated 12/30120213 fu dJ :[fir:r• cal a', ..1 ten.[- nlora,', _ FLte10446•R6 Seo # Product Model. Number or Name Product Deacnution i A21.A23,A33,A34,.A35.A44 Angles 2 APA21 APA4 APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, APB44R. APVBC4,. APBGGR, APB88, APB88R, AP8^.010 Ai 6101CR :4PV644 Outdoor :Accents Post Bases APV844R, APVB66„ APVB86R, APVBB$ APVB88R, APV81010 AP'v'E3101 OR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-8, APVDJT2-4 APVDJT'IR-4, APVDJT2-8" Ow,kycr f,ccent: ,inr,N: bn,r,r'.c+a APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents HeavyHanger 6 APL4, APL6. APT4, API APVL4 APVL6 API APVT6 Outdoor Accents L and T' Beam -to -Column 'Ties 7 APLH24 APLH24R, AP! H263. APLH26R API. H210'. APL-H21OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z. CJT5Z, C.II Concealed Joist Ties 11 DI Deck Joist Tie 12 DS Dryr Wall Stop 13 FC4, FC8 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Tins 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 L30 L50 L70,L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ LS:.J210RZ Field Adjustable ,lack Hanger 25 LSSR1,81, LSSR2,1, LSSR2.37, LSSR2,56, LSSR210-2, LSSR410 Relit Adjustable Slopeable/Skewable Hange, 26 LTP4, LTP5 Tie Plates 27 11 21Z, ML24Z,II 1AL28Z IAL. 1a07, Angles 28 MMH8 Roof Tie sown 29 MMHC -singed Roof I. rnrecloi 30 MMLU26, MMLILI MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Roof Boundary C 1ps 32 RST-3 RoofTle-pawn 33 R'TC22Z, RTC42, RTC2Z, RI C44 Rol Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Slag # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3.. DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRCA; - 81, HHRC441 HHRC5.25/3.25, HHRC5,311312, HHRC66 6 HRC1.81,HRC22 7 I-Fl LRU28, LRU210 LRU212 8 LSU26. LSSU'28, LSSU210 9 TBE4,TBE6 10 TC24.TC213,TC28 11 THA29. THA213, THA218, TIHA21R-?, THA222--2, THA413, THA4',8 IHAC141 `;, IHA4:17 THAC422, THA428„ THA422-2, THA426-2 12 THAI1.81r22, THAl2.06/22, THAI2.1/22, THA1222, THAI322, T'HAI3522, THA.1422 13 THAL422.THAR422 14 THJA26 LTHJA26,LTHMA 1b THJM2-4-SOS3, rHJrvt2 `J-SL)53, THJU26'H.PU26-W 16 TSBR2.24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated : v . naaitlNM IfN: . � F [leaf t kit t V YS' ',^, rn: . 6 Ic ,nln r : I - 65 a ea; *nits to _ , al.,, al *, 1t v -urv,immr,rrlwu . _._ ' For additional Nfamelrm .x,da'sStotewrde For odudApproval System and WavH-DedeCounty Notice of Acceptance (NOA)1_. 'I'll WFRF FL#10456-R5 Sag # Product Model. Number or Name Product Dexriotron 1 ST, BTB, BTH Brick Ties 2 CMST12. CMST14, CMSTCI6 Coiled Straps 3 CS14, CS10, CS16, CS20 CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps , CTS218 Ctynipresslonffnnslari Strap _ 1;1 ter- Stud to 111,ile ti,r, 1r/ H °'A H3, H6, H7Z, H16, Hi6S, H16.2, H16.2S Hurripar're Toes 8 H ; I .: I-C. , ,':. HG r -4 Heavy Girder T:iadown, g HS4 Hurricane To 10 HSS2-SOS1.5, HSS2-2-SDS3, HSS2-3-SDS3 HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HST6 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30 H'r "+qc` Heavy Tvlow Strap 13 HTSQI6KTZ, HTSQ20KTZ Heavy Timm Strap 14 LFTA Light (Floor Tie Anchor 15 LSTA9, LSTA12, 1 STA16, 1 STA1fi . STA21, LSTA24, LSTA30, L-ST'A36 Straight Straps 16 LSTI49, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS118, LTS20 Light Twist Strap 19 MGT Medium Girder Tiedown 20 MS727 MST37 MS748 MST60 MST72 Straight Straps NI MSTA121 MST A'13, V STA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MS f`C48ti3, MSTC6683 Pre -Bent Straps 24 MSTI26, MSTi38, MST148. M57I60„ MST172 Straight Straps 25 WS12, MTS18, MTS18: NI NITTS24C., MTS30, MTS30C Medium Tvast Strap 2 , NCA200 12 NCA2.12-12, NCA26-16, NCA2x10.16, NCA2x12.16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1 SP2 SP4 SP6 .SP8 Solid Plate Tie 'T1 :'^ PH4 �,'Pl+i �iPHB Heavy Stud Plate Tie 32 SS 5 SS2 5, SS3, SS4-5 Stud Shoe 33 S"T9, ST12, ST 18, ST22, ST292, ST2122.. ST2115, ST2215, ST6215, ST6224. ST6236 Straight Straps 34 T820, T627, T1330, TB38, T842, TB48" TB54, TB56 TB60 Tension Bridging 35 TW810, TW612, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder 1ladovnr 3/ W131061 W8106C,'Abl26 � ,12a3l,, WB143C Wall Bracing Product Description 1 CBH2 37x5.5, CBH2.37x7.63, CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Strut Connectors Gable Brace Connectr,i Hip Corner Plate 3 HGU3.63-SDS„ HGU5.25-SDS, HGU5 50-SOS, HG1_15 62 SDS HGIJ7 00-SDS, HII 25 HeavyHip to Ridge Connectors SDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGO5.25-SOS HHGU5 50-SL)S HH L , t3 1 z U9 HHC;U,` U': SDS Hrr- 0; 24 SUi Lght SlopeablelSkowable U Hanger 'HH^•'. 9 01''.SGIS Trues Bearing Fnhanrer H1 '.'ti :' +-1IU6:;a, 1 HHUS210-2, HHI_1,346, HHIJ548 HHUS410 HHUS550111J, ''muss Clip r IIIL l 2! 11;,, Afll,:1tynlo Trio< H,')nnn,' 1 Hti.JR. H':S,,L, HSIIRO, HStItC series hangert, Ad,pustnble 1 furs Iia";oer bizec for I-Jolsts Sf !wed Truss Hanger Multiple Truss Hangers 8 HTU26,HTU28 HTU?10 HTII'C: 1' ? HTIJ21'0 Multiple Truss Hangers 9 HU HUC Beres hangs ra Trills Sparer-Resfr'aint 'wr,ae„,1b:'c P,trh t."o",neaors 10 HUCQ1.81/9-SDS, HUC0'1.81111-SDS, M„C,']210 :' S6US HUC Q210-N._SOS HUCQ3101- SOS, HUC0410SDS, HUC0412-SDS, H'JCQ52519-SDS, HUCO5.2511 I -SDS, HUCQ610- SOS, HUC0612-SDS MTMI, Simpson Strong -Tie 2020 FBC Approved Products Updated12130l20<'0 For direct finks to all SST approvals listed below: C.tj r,F r: ilioiMy F,al' addt u)rtal,Marnatral regarding FVcnda's Statewide Produce Apr,rpveJ Sy'+:r"; ac,1 Miami -Dade .,C%tnly Ndlr_e of Acceptance tN0A1. c: I' ' ,: FL#11468-R5 gee # Product Modal. Number or Name Product Doscription 1 HHUS210.3, HHUS210.4 Joist Hanger 2 HRS8, HRS8, HRS12 Strap Tres 3 HUCO210.2-SDS, HUCO210.3-SDS, HUCQ310-$DS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3„ THGQ3-SDS4,5, THGQH2SDS3, THGQH3-SDS4:5, THGQH4-SDS6 Joist Hanger 6 THGW3-3, THGW3-4„ THGW4-3, THGW4-4 Joist Hanger Fil 1473-R5 Sea # Product Model. Number or Name Product Description r1FTAt 20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H16S, H18.2, H18.2S Harric,ane f`,e 4 HF.TA12, HETA16 HETA20, HETA24 HETA40 Fmbedded Truss Ar,c'hor 5 HETAL12, HEI AL16 HETA1 ` Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded I fuss Anchor 8 LGT2, LGT3-SDS2 5, _GT4-S0S3 GirderTiedown 9 LTA2 I-ate.al I u•sz. All,,! or 10 META12, META16, MEfA18, META20, META24, META40 Embedueo Truax Anchor 11 MSTAM24„ MSTAM36, MSTCM40, MSTCM60 Sriap Tie for Masonry 12 MTSM13, MTSM20, HTSM16, HTSNt20 1 wrst Strap for Masonry FL#11496-R5 Sect # Product Model. Number or Name Product Description 1 DTTI Z Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD38 HOSE, HD76, HD9B Bolted Holdowns 4 HTT4, HTT5, HTTS-3/4 Tension Tres 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13621l all Product Modal. Number or Name Product Description 1 SB518x24, SB7/8x24, SB1x30 =,B A,rachor Boles 2 SSTB10, SSTB20, SSTB24, SSTB28, S$TB34, SSTB36" SSTS1OL, $19T'B20L, $STB24L, S'Si U Anchor Boris SSTB28L F013872-R4 sea # Product Model. Number or Name 1 CMST12, CMST14, CMSTC16, CS14, CS16. CS18, CS20. CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30 kSTl26. II';i6 MST148, MSTI80, MSTI72, S/MST27, S/MST37, SIMST48 3 HTS18, HTS20, HTS24. HTS28, HTS30, HTS30C 4 L5LA:30 LSTA36 LSTr49 L.STI73, MS7A9, MSTA12 MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUPH).25 7 LTP5 8 LTS12,LTS16,LTS18 LTS20 9 MSTA30 MSTA36,ST6215 ST6224,ST9,ST12,ST18,ST22.MSTC28,M�TC4U,MSTC52 10 111,MSIC18 bl`6236 11 NITS12, MTS16, ivtTS18: MTS20: MTS:10 MTS24C, M7b30C 12 5181.56" S/81 81, S182 06 SiK 37 S/B 2 56 SIB2 68, S/B3.12, SB3.56, S/B3.62, S/84.06, S/84.12, SIB4.28, S/B4.75, S/BS.50 13 S/BA2.1218, SBA2.12/10, SBA212/12. S/BA2.12/14, SBA4 18r8, S/BA4 1800. SII I&12„ SiI1&14 14 S/H1A 15 S1HD8S, SIHD8B, SIHDIOS, SIHDiI S/HD15S, S/HD15B 16 SIHDU4, SHDU6 S1HDU9, S/HDU11 17 E1.fC,T S/HJCT Product Description Coiled Straps ?:d:,ps Wend (11 gay r,,I y T eob: Sti ius Strap 43 c,l (1,8 ga) Straps 33 mil (20 ga) Bridging Connector Lateral Tie Plate L ht Twist Stra s +9 p Straps 54 mil (16 go) Ships 1 mail (.14 ga) Mel of lot ;iti It" Top Flange Joist Hangers Top Flange Joist Hangers ^'Jrm.a,:e T,- - Holdowns Hoidowns Joist Irar,aois Product Description Cwl+.:reled hunqurs Fuce-mount (DU Dill and top flange IDHUTF) hanger! avmiable in vidths ia%ring from 1-9/16" to 3.0/16" and he r- ranging from P 118" to ­11 1101 Face mount hangeu. F, re rr,ount hongero r.mloblo In mdthc ranging from 1-5 318" and r,e,gf,ls ranging from'i-rillf 'to 12-718' Face -mount hange,s Face. -mount hangers Ska'vlraoi face -mount Mangers available In widths ranging 1; I/8" to 5-1/8" and heights ranging from 4-314" to 15-3/4". Concealed flange version (HSURC, HSULC) available fo double 2X and 4X models; only acute flange is concealec Face-rr,ount hangers I' ace -mount hangers a'r'ailabie Ian v4dths ranging from 1-9: ,- •f, 1r2" and heights ranging from 2.7/8" to 19.114". Conceal! version (HUC) available for all models having width @qua greater than 2-9116'. Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated For direct Mks to all SST ap,rrrouals lister) hilow '1 ': F' ,,u r ,f,. 1'^ F t u t 1[x' r ,tau„ Ir:e o � t: it "Ide, A , ,,a1 O , -u„ :' n� a, " ; � n-•I For additional , k a I I,T,I I¢•°'c.l ''.IcrL IM,et L 1 -,t U rV r n r,n ,•,)A, ,A„'. • tN � I'r r 1 c AI !. 16 6_bv 1 56 6&UN 1 81 SA _ .1 :t) ,fi'LHL 2 3" SILU'V2 56 ..gl_BW G8. SILBV3 12, Top Flange Joist Hangers e32 S/LBV4.06': SJLBV4, 12, SiLBV4.28, S/LSV4:75„ SILBV5_50 1•, ..o_"r r - 'S:T:I'" v , :.r..T714 HTT4, HTT5 Holdowns, :u RI..T[a „,°;LL Straps 118mil (10go) 21 SP4 SP6 Stud Plate Ties __ 3SF', USP, 151, Stud Plate Ties 23 STC,DTC TIClip 24 TBD22 Truss Brace Diagonal 25 TJC37 Trusio Jeck Connector FL#13904-R5 Sea # Product Model, Number or Name Product Description 1 CtCQM3.62-SDSHDG, CCOM467-Sn9Hr:r, ::; QM` 1,0 1:,D1 'HP,; ,: c1'', r;,1 s1,5['. CCTQM462SDSG,CCTQM5 50-S13.ti. C CCNIin.-sil C,C.(,QfA4f :,DSG S;t:'CUVI FM SD!S(:, FCC[ O:M3.62G-KT„ EC'CLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps ECCLLQMD4:62G-KTI, ECCLLQMDS 50G-KT, ECCLRQMD3 62G-KT, ECCLROM04.62G- KT: ECCLRQMD5 5OG-KT 3 HGUM5.25, HGUIv95.5Q HGUM7 00, HGUW.25, HGUM9.00 Heavy Masonry Hangers 4 LGUM26-2, LGUM26.3, LGUN126.4 LGL1M28.2 LGI_IM28-3 LG'UM28-4 LGUM_'10-2 Masonry Beam Hangers ':_JI : Lr1L,IM210-4, L'OUl,446, LGJMAIi. LCLM41'J hr A 1 !U, 5 MBHA3,12111,'5" MBHA3 56n 25, MBHA 56/925 MBHA3 5611 �5 MasryTop Flange Beam Hangers NIGI 5611 'i11 MSHA3 56114 MBH.A3 56M6, MBHA3 56/l e 115017 25 '0:BilAr,.,trio ".;, tI , ^1 b MBHA5.50111-88, MBHA5,50/14, MBHA5.50116, NMBHAS 80o18 - %IBH11 't9/92, MbHU`•SLl °, MBHU3.56o11,88,MBHU3.56/141,MBHU3.56/161 Masonry Beam Hangers IABHU3 513/18, 11 `:,C,U 25 i `121: 105.50/11.25, MBHU5.50111.88, MBHU5.50/14, MBHU5.50/16, MBHIJ550;1B F1.913975-R6 SS_ell0 Product Model, Number or Name 1 SDW22300, SOW2233W SUW21438. SOW22458, SDW22500, SDW22600, SDW22838, SDW22634 2 SDWC15450, SDWC15600 - 1 ,r F n r' i l f S l . L1 : S'� , 1.1 ' L H 30 L 3 , tAH 40CTDH..,DWH19600D6, SDWH198JODB, SfJWH191000DB 4 SL.%'ur H.7400r3. bLlWthr2/fTGLJG, SUWH2181l SDWH2/1000G, SOWH2712MG , t;O'J'1S 16;1' ' SDWS16300, SIDWS16312, SDWS16400 L''Iv 19600, SCrP'S19712, SD'WS22400,SDWS22500,SDWS22512 SDWS22600. SDWa228G0, SOW'o22900, SDWS22100Q SDWS221100, SOWS22120Q SOWS221500 7 SDWS22300DB, SDWS2240ODB, SDWS2250008, SDWS2260OD8, SDWS22800DB, SDI 000DB 8 SDWS.^2312DBB, SDWS22512066 9 SDWS27300SS„ SDWS27400$S SDWS27500SS, SDWS27600SS, SDWS27BOOSS SDWS271 OWSS, SD'WS271, OIJSS 10 SDWV11400 11 .rfll2_' FLI #15363-R3 Soo # Product Model. Number or Name 1 AS 18, AS 18S5, AS 18S6 2 AS 20HS 3 AS-20 4 ASHP Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Scram Shang -Drive SDWC TRUSS Screw Strong-Drve SDWH TIMBER -HEX Screw Strong -Drove SUWH TIMBER -HEX HDG Screw Strang -Drove SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw(Intenor Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outill Accents Structural Wuad Screw Strong -Drive SDWS TIMBER SS Screw ,deny -Drive S6duV S'",LF-TO-RIM Screw Outdoor Accents Hex Head Washer Product Do" notion 18 ga. Truss Plates 20 ga, High Strength Truss Plate 20 go Truss Pilate Hinge Plate Connector FL#15730-R4 Sec # Product Model- Number or Name Product Description Adhesive Anchor for concrete _ GAO- GDP, GDPII GOPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, POPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP„ PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemb PDPAWL-MG PS'vrL3 PSVi.g K, PCLDPA PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive irnc:hcr for concrete ..: Simpson Strong -Tie 2020 FBC Approved Products rv1 91r.'. Fu,In "Pk,G to ,. :I. i, J, it l:l I IOU" ,-riwill4 hrtlr[ltls available in vidtos ranging n :. ,,. .. Vl! audheglts i ,'i•.c '14 'r1l6 tc' 1' very-,00 rHUSC;' 'a ld,l,, i 1, :.., .:, h; ,� I II .CI. t.. gal in '.Ida .- rzwging [rg'Y11 7!F" to n, 'IjUt, g I I I 2r, Facemounl had f11c• F,) IJ. 11 1 , ,,) j ricwi 1.9+16" to 4- : , ,,, , 4har:,je,r>avanLableon'.vlcllPtsrangulu.Ir,.. .:r1.,,•, , ,.' ar,o Y,alLthts :rang'nxg from G-15l16" tc 19-r,r:" r., a•:r-mn,nut hangers art _,il l.=r :S•UL '_ J�Cl &ULC. eries hangwr :Skewed face -mount ha'=".ge. _ a,al ably in :.,<itr r. l 16 Go6 all:-r h^ Jhr . 1 , q, 1'I1:oli, 1 :: 7.X and 4X mcrdels,'only acute rlang•� ra �,;, : �.ah'. '1 '. 1 •,e r . ",-,i rJe" Face-moan4' har.ye a'a•v;n'Tal le n +.nrlir ; i,,r Jc,:l y:; t, • I., 6" and heights ranging from 2.518" :o 1 I -1l4' F L.n ICr,•c,! 1,6 Seq # Product fdodel. Number or Name Product Description rar,srri-_� I Top range har,ee,sa'raogr,le n,^d'ha r-,nr•,Ia I , 118" and t,eiohi a,'Ir I,:t I ... I., ell"hrr.[p= Tc,l-- I:r,':jo1,,i: 1,':• J I ,r,;:iigf,om3-rn16"to7,. .. r: •; ht 7.cr,• tr n1Y J. l!A" � ,,V > --_- -- -.-anq---. 1 rut:' 'tinge hangers avvaiLable Vn &,J"is ranging f-w 518":and height" 1'Y!I r CI II: rn ' I "' l' . Tc,l Ilon:Ir h , ::: I I I t, ,,:I, I ng from 1-3l4" to 3- il. :.: {. 1;.: •'. _ -- -. t : r -:-',9 ,- :: r I,_, '_tc1 _: :.:c�, nI::. ,., 11u1'. lance h,a:'.,yei.> araida✓",,le+ in wndNls rmr,gyWtg ir[ to r;' le ,., ,.;aradr-e'�hts .angNln,p trram 1 4 40 '12„11'Zr„ FI;pIIsngehanget";tvaAabler,arorci1hsrarr n',lI'„II 114" and :t eghts a 1'r.rl l:1 tv, III 11' 1'4' ' , ;:ir!'lle liana 'I : I 1 ,I lI I I II "I,`rn::.,-1/4'" P:o rt3-;1'18r. and 11r ht:, ':, `1 11 ':1) "r , ,i - s ang.-r-, Iupllangeh. : II In,If-orri3-114"'to7. Its" and ree,.ghtt-,: rl,', I cI I III, I' I op flange 13 'te al I • I , I'I -I 1" I, r vr.ur{•1,,_, fr""and hexjhtsrangngf' nl110J ralrlgncy flrorn 1r1.1 :::I to'?a•, hmK:ram. Tc>p:flangehangers; avai'ol lr In o,i lhN is:n'_: n,a l'r 716' and 7-'1:-' !:: 12 1I'.?:',_ ,„Eiji:=ti ban P.-> Top flange, ha'„11Jr „a.lr:r .. ,(Ito r-t!4"'to7- 1,r8" and k'Leght nmLlers lop'Ian,l'I11" 7,1 ,1,..r. -.nl^:- •n IngIP'u'orn2.5/16"to3- 1"i I.Jo '_, ,I.cl( ,L,IIa,' I-r. ,r, IL, ':..1.: _il b_ n .01 ta'onv n,[I )Is, I ,rn : ,... to 13-118" h,+,1,:per_ :,,,, a ihablc, In v,mdths ra ngang fmn .. - ' .` , rn ,�•::c'hds an ;frig hem 3-7r1 i?"4o 1`/'. C:n°: ,-11, •'I t ,,,,:,, +I (A.,'iFFr available i'or alai mode4 have r,,; • , n .:.....I! ,I yrerer titan 2a,r1„" Top ` vi:t..„ fit, a., !,- 1, :':"r rI.u.rl",a fort'1 1.91167 to 7. rP"A I I Il. ,: -,mye ha'nl'tlecS avai12'S e in wAdtlts rang,n;7 1-orn - .. ' rangn-.,g frnrn '37Fi"' is 3:'" Ir , h=a1;1'^1 - I op tlange haangers a', air,' k n ::i?ns I . 1, 1 1 , 11 .:.. .., .. 518" and he ght,< a r,,c: f :,, <, 1: Top flannle h.r i,. ,..:,., „ .. d ''116' and heights U JL,A ;erl�� idiocy!:-. Tn1-; Li rr,lc ha ,,:,_I , ,,..::, A 1�9/16"'and heights Vi Plans Re for complia Simpson Strong-l-ie 2020 FBC Approved Products q:I.,,.I by I I I F:1 .. III,:, -,I :r'•.,. Il nlr:,:l' L,',.' I:r „I t� ..I I:I'-r.,, .. �-,�I:,:I ,L,, :.:'.�.. :,: „I,1 „' I,,: u:'r Jri F-dhe%rve :A:ncl"der /J"Coll:: wtr' T ' - �, =v1 34roaTg-Bo h ;11Wl.vy!�c n . a hnrI roam"sand Types r'rrA d -I1 ,,, T-1'",.I-L,-':. THr-1. IHL1,-,,'6RSl T,ten HD Heavy T l..ta ..tee, - :.+r, -r .:.1,. --'d n'Yasonry :,,r,Il'a51e Wi/h hex. -e:7rr _1 .I eerl ,{,. l ,t,4- aecs steel. ort .nth too: nte,ai,nk heal , - ....1 r`. sI a'InI&% steer Titan HDT�n:reader) R--:' r•=i t„ I n . - 1 I - -1 H. t. -L1H ,F,H' n- 4:::•;'1 „..:''.I-;, THE.: , r"'1 'r�H, 'hten HDI To- ,:'ead v-) K I FL#16230-Rio Product htnde9 Nun,beror None L::. Fa 1.: 1'T�' TIr1 L L f Lhl .Sy +"+' Nlv It,, c N,I ,I .I 1.1::' :. 4 ;KLI34 !.I01'r'i_ XU34: 11, ' r F f.rrL�2U_RIJ d F1GCr1t I Jul NL,•lboi cr N:awc I t: 1,. 11 11, 1FPHS034S1214, f =r S l2 SFC,4 S F' 'r, r ,: r , L:i,: b ` NISSC2 25 N SSC4 25, MSSC6 25, t t:, 1"', i:,`:!1 ,:1i' ail0112 : 4K' „tc l-lit .'11 L'IL'A 1. 1 t- _, , >,,,111 - X31 aF':2L _ •,:711__'I _4,7:_ ':_6 _F, ',•,:I -IL Product Description !'"T','., '.> I-i Ill 'I J p1 _., 11' ,ncrcw or masonry L.' , rrt,.:" fl-,:1,f anti/ :II [gt !:i!run,y radherr,o friar nllat,n.:vv >I'.roi,g-Bolt 2 W`uedlr" A,rcrlur +•rr li-isorllr r I d, .,•;ie " C,rchy7:l:' k)r oolnorete +, nl=I'. �. n �' - t ,J :`,lrinr• bfalt116i5`:, slecl',R^::to-: ' u�. Ix°,n:" ar,r:-11=--:1.,.1 - ..-.., s:t;, nit LtrdNf nnF :":• I Trterl Turl tJGre,u AIILI'IL.1 I[ rro'.fu�rt pe�crlpthon ,1-L .,='F,' tlletal Self-DnIling, Tappinj r,. :: t- it If 'r:. -rt D, ve XL Large Head Metal Self -Di H' y 1 1,, r M111 ',- ilI }+akatend Large Da net!r h• I 0 znlroig-Dnve XM Me1 rim -`-read Metal So! I , .,p iriq _e rev,es with #5 Droll Point and Merfiurn C -r I --1 VI..,: v_„yl D ', x M tail Self-DrOng, Tapping Sot-, r, t', u'<, ii'.0.16 Strong -Drive XL!' fn1[,rail Cl $ ,.i lrullllnCl ':q:', t t Ott Droll Point I''roJWgt C'e,curalan _,pa,r, F limir'a DI if'! . S11ut .,[ rlrle'::tcI Bypass Framing Fits-d.C.1'I a'1016aotld#11 ^4 _:,�:I,: I'll . inI'o,C:FSSell D'riliong„Tappnng ,::, ,.. Steel Franc Lj :i, r I Steel Stu d C., n•,e-' RIp1c kntc';^''S1 I,,, ,T � de , hp G,),)mte'ctor L,y pass Framong'Lo-noclI Head of Vda Slid i c r ,tee' Pypass Fran ,r1.^, 1 I.' It , 914-14 131in )) L -.1 -.I a 1, 1 1 :r" Drilling: Tapptr'og 24 :Jtrtong-Dri're: X iWteta 'Set` t r' , N CD Cn -Cu a--r C� 2 2 -v N O l/id� o \V .� G c O O CD O 5_ a 0 U_ 0 > Cn Q LL ICU �F2 Q .= coJ Q Z Z W J OCT 181011 (Review Assist, InA'Edition v completed and a with the 2020 FBC 'a Anne Klahr PX2300 iJJ Q Z Z Q J a - SHEET N0. PA 102 MIAM" IMUMDADE COUNTY PRODUCT CONTROL SECTION 11101 SZO*t ?.00nLL ],Jz DEPARTMF-NTOFREGUIATORYA.%'DICONONU( RESOURCES (RER) M;a= Flon,_11 ; +:' -,;'a BOARDANDCODE ADIM7STRATIONDWISION 86; 3 Lf-2590 F t716) _;14 .,-Z39P NOTICE OF ACCEPIANCE (NOA) PGT 1n&sn*s, be. 1070Technollor Dm-e, Not tit Venice. FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations go,, auwy the tve of c .1 a,,tructi,)n matenal,, Me documentation submitted has been reviinvedmid accepted byMiami-Dade Couun-RER -Product Control Section to be used inN.fianuDade Cot=M- and other area %where allowed bylhe.Authonty lisviag Jurimliction (AM). This NOA shall not be valid .after the ex*ation date stated below. The Miami -Decade County Pwduc t Cmad Secdon (In Mam:Dade Comity) ind-ot the AHJ (in areasothei thia'.NWinn Dade Cco.inty) resen-e the rtelif to have this pioduct os viatenal iestedfor qualityassumncepuiporws. Ifthisprodw ormatetW fah. t0Perf0fM1U the 3Lcepted wannet, the mamifacniref will incurthe expense ofsuch testing, andthe AHJmay imniedimelyrevokk. modify. or suspead the 115e of .uch pioduct or material within their jut aidiction. REP' re!,erves the right to revok-e this accepta.me. ifai,, deternined by Miami -Dade Counryl?!roductControl Section that this product or material fails to meet the vequuetnentsof the applicable building code. T1w, product it, appirovedas describedhetein and ha,, beendesigned to cowplyxith the flcmkt Buildmi! ('ode. tic ludmi, the High VetocityHunuane Zone. DESCRIPTION: Snits -5.470,1"W11ny) Sliding GlzassDoor (Retnfoi ced) iv noW& 1�50cornet s-L.M.l. .APPROA,'.ALDOCt--\ff'.\-T:Dn.,vins!Nc, XID-5570.0 Rev B, titled - Vuiyl Shdiug G !ass Door NOA tL_\1)- sheet I through 21,)f -11, preparedbymann&cturer. dated IMI;and last mvwd on02;DI.,'21. signed and sealed by A- Lyw Nfiller. P.E.. bearing theX.Ranii-Dade County Product Coutrol Revi6on stamp with the Notice of Acceptance numbet aad expuzion date bythe Mami-Dade County Product Como[ Section. .Alissiu hmxcr RAMC: Large and Small lfiisilt Impact Resistant 1. See table I (sheet 7) and, table'-' (sheet � fox applicable SGD unit size,.. de-q= teinfoicenients rYpe". glasd rypet,. ,ill riser (see tables B-1 & B-2. sheers 7-S) and anchor layout sbeenrequinments in I I that 16. 2. Rigid Mite FVC, Tan (Non -white) Rigid PVC 3adBrown coated (Painted cot Wrtinated) white Rt,pd PTs'C to be labeled per sefmm*dN0A'srequiremewr, 3. Egress operable doors must comply with nnn clew width or height per FBC requiretnent. as applicable. 4. Pocket wall% under separate approval. to be re%iei%x-d by Building official L ARELING: Each unlit ,'hall beat 1 petnuxient label with the mamifactureest, or logo. city, state and seriet and f oWwwy, siatewtv * ",%Lanu-Dade County Product Coutr olAppt o,,-,ed". noted herein. RE N*F_w_-tL of thisNTOA shall be considered after a rene-wal aA1 h cation has been filed and there ha,, been no change in the applicablebuil&ng code negatively affecting the perictmance of tlus product TERMNA TION o f du s'NOA will,-., c c Lu a fter the expuation date or if there h 3,1 been i revi sim is : WiLge ta tine materials, use, andror oundac cure of the product or process. Nfisuse of this NOA as aneadonenam of any product, for sales. a&-ert,,.izR or aqv other p u rpc�, e s -shall 2utomitic a Ily temusui te this NOA. Failtue to comply with any sec tiou c, f thi : NOA }hall be cause for tennination and iemval ofNOA. AD X'E RnSEMENT: The NOA number preceded by the -wor& NfiamiDade C a u m. F10 I A d a. and f o 11 LAv ed by the expiration date may be displwyed in adwiusing Wet ature. If any portion of the NOA is dtsplayed. then it i h a 11 be done in its entirety . LWECTION: A copy of this enfiveNOA shall be pro-mled to the user by the marrufactwer or its distributors and �ha U he avadable fi-,)r inTection at thejob site at die reqtiest of the Building Official, Thj.s NOA revises -& re nem\ OA 92 0-0429.05 and con-, iits of tht-.- page I and e-tidence pages E-1. E-2, E-3, E-4, E - 5 Sr E-6 as well as approva I doc tuirut mentioned abcr,,e. The submitted docamtstation was reviewed bv Ishaq L C handa. PJE. NOA No, ! 1 -0 Z 0; .63 Exxpit.idouDaw AprtI14.2026 Approval Daw.Match !S, 2021 Page I PGT Industriti, Inc. NOTICE OF ACCEPTA_N( E: El"IDENCESUBMITTED 2. Eildence Submitted under previous submittal A. DRAAlrGS 1. Draw* No IM-55-0.0 Rev B, titled "Mayi Sliding Glass Dow NOA (I.M)". sheets I I hrough 21 of 2 1 - prepared by manufactmff. dated 10 K) ;'l 5 and last revised on 04-`2 2 20_ signed and sealed by A. Lyna Miller. P.E. B. TESTS I Test reports on- 1) Air Infiltration Test, per FBC. TAS 2102-94 2) Uniform Static Air Pressure Test. Loading per FBC. TAS 202-94 ;) 'Xiter Resistance Test, per FBC. TAS 20294 4) Large Missile Impict Test per FBC_ TAS 201-94 Yclic W, ind Pres;me L arid ing per FBC. TAS"203-94 along with marked -up drawings and installation diagram of all PGT Industries. Inc, representatim units listed below and tested to qualify Dowsil -91 and D on W 983 silicones. prepared by Fenestration Testing Laboratory. Iuc,. Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 iu Lvoposal). dated 09 03 14 M-20-2107.1. PGT SGD 790 Ahwiin= Sliding Glass boot (.uint 7 a proposal*) FTL-20- 2107.2, PGT CA740 Ali= Outswing Casement Windo,x ozai 8 w proposal) FTL-20- 2107.3, PGT P%,7620A Alitauntun Fbwd Window (twit,9 in proposal) .rind FTL-20-2107.4. PGT PXV7620A Aluintinim ftxed'%Tindow (unit 10 in proposal,) dated 07 13 20. all siped :and sealed by Idiluus Oiieiza. P.E. C. CALCULATION'S I Anchor verification cilculations ;rind sinictural analysis, con7pbring with FBC' 77th Edition (2020), dated 04;22> 20, prepared by uiuiuiacturef, signed wind sealed by Anthony L-vmn'Mller, P E 2, G lmng complies ,vith ASTM E 1300-04. -09. -12 and -16. D. QJT.ALM.ASSU, RAN CE MWW-Dade Department of Regulaton.aad Economic Resources, (RER). E. '_NLXTERL-%L CERTIFIC ATM.\ S 1. Notice of Acceptance No. 19-0305.02 Issued to Kuram Awrica. Jac. fortheir "'frosifolt, 1-hraclear. Clear. and C olor PA-B Glass Interby-ert". e3qyiring on 0724. Notice of Acceptance No. 17-0808.02 issued to Kuraray Ametica, Inc. forth& -Spun-yGlast (Clear and X%bte) Glass Interhyen ". expirW on 07/04(23. 3. Notice of Acceptance No 18-1106.10 issued to Vision Extrusions Lunited for their "Brown Coated (Painted or Laminated) Whire Rigid PVC Exterior Ein-usions for WIindows and Doors". expiring on OQ., 30 24. 4, Notice of Acceptance No. 19-1106.11 issued to \'isaoa Extrusions Lunited for their series **VE 1000 Tan 202 and (lighter shades (:.N on-Whire) Rigid C ellular PVC' Exteiior Exti-tisions for Windows and Doors". expituig on 1-2 29 21 ISIL44 1. ("panda, P,E Product Coattol Unit Suptr% i:or X0.41 NO. 1.11-0.406.03k EspirationDowt Aprill4,12014 Appr+rv:,1 Ditt! NfAreh 2!021 E4 PGT Industries. Inc. NOTICE OF AC CEPTAN-CE: EVIDENCE SUBMITTED I. Evidences0mirTed under previous.NOA A. DRAN1'L1(,S 1. Mawfacauer's, die drawatqsaud sectioil• 6ribmifted nnderN0.4N0. 11-0J 07. 04) Dn-.Xiiiz M), _AID-557•0.0. Tifltd - VUIVI 4)kkluiz 61,:­ Do,:�,, "*C_.-IL tL',' :ilce-t through 21 of 2 1. prepared bvniouinfacturei. ifatel i 0 05, 15- 1k%rifh revislon A dated 04:05;17.,.-,igiled and sealed byk_ L-,,un Miller. P-1, B. TESTS I Test report ou 1) Uniform Static Air Pressure Test. per FBC, TAS, 20244 1) Large Missile Impact Test per FBC, TAS 20 1 -94 3) Cyclic Wind Presare Loading per FBC TAS akmg withniarked-up dri-Nviiigs and in.,,iallirwn ch.a2,,,in; of l..'a".1 byFenestration Testing Lab. Inc, Test Repoo No FTL S I - sealed by Idalmis. Ortega P E Je�E repon revv-,ed van i --", I o uid 24 ' 16) Test report on 1) Air Infatrattou Test, per FBC. TAS 20-1-94 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94. 4 ) Large Missile Impact Test per FBC, TAS 20 1 -94 5) Cyclic Wad Pressure Loiduij pet FB(. . TA'11.10 201-94 6.) Forced Entry Test. per FBC. TAS 202-94 along with,narked-up drawings and installation &ig = of vinyl sliduig glas' door plepan'd by Fenmration Testiniz Lab. ire Te,t� RqNon No. F T L 8.4 4 s) ! :ti td 11 "),6 1:-,. iqued and sealed by Id almis Ortega r P F je�t rep oi-i re,., ised on 0 1,04 16 wd 0 111'2016) 3. Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test- per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large hlissile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Load:ng per FBC . T - 2 4 6) Forced Entry,- Te;t, per FB(, TA�-, 202)J along withmarked-up dri-waigs ind mst.-Litioi.,. dvilgm-,of vor, I ,lik1mg: glass door- prepared by Fenestration Tesrini, Lab. fuc-, Test Report No, FTL 8547, dated 1204 15. signed and scaled by I dahms One ga, P, E. (rest report revised on 02 1 5,� 16) 4 Tes? rqx)ri on 30 Air Infiltration Tei, per FBC. TAS _02.-9-4 2) Unifunn S ta i ik. A u- Pt e Te r,; prn- F B �_' � T.A S 3) Water Resistance Test, per FBC. TAS 202-94 4.) Large Missile InipactTest per FBC Tk� 201-04 5) C-,,xLc Wind Pres,sure Loaduqo pef FBC TA,-!, "'.03­94 6) Forced Eam, Test. per FBC, TAS 201-94 along with matked-up drawings and installation diagram of vinyl sliding glass door, prepared by Lab. Inc.. Test Report Na Yn 8548, dated 11,04. 15, sipedmd 1 9 sealed byldabiisOrtega. P F Product Control Utut Superi-i:o, NOA No. 2I-0N.4,03 Expiration Dato: April 14,2(r:6 .�PPIIOV.11 1)316: March M '20:1 GI 11"indowsand Dow s, Inc. NOTICE OF A( �( f P T.A_\ C E: E N 1DI N ( E ':, L'B-NU T I1 D 1E. -NLkTERILAIC'ERTEFI(ATIONS(condnuf) 5. Quaiex Pan Suuer;Sparer ,.Standard complying with ASTM C-518 Thermal Conductivity 0 881 BTU-m ASTM F 1249%1,..7TR-Pass. ASTM D3985 Oxygen -Pass. ASTM E 2190 1 G, Dur, ibditN-No Fog -Pass, (Submitted widerpreilom NOA .Vo. 15-0400,05) 0, Qiiwex Part Duraseal conVIyIng with ASTNI C518 Themial Conductivity 2.22 B_T,'_La AS"INI F 1249 WVTR-Pass. ASTNI D 1434 Argon Perineance-Pass, ASTM E 2189 1 G Durabihty-No Fog, ASTNI E 546 Dew Point Development -100F ira 4S Its . iSubinifted 15-0409.05). - Vision Extiusinas, Ltd Pnis compl%,jig,r M303- ­;peci:� for Rigid Polyvinyl Chloride (?VQ Exienof Ff0ftle,> for Vision EX1rLLsioa,:,,, Lid.-'M-1 by AANIA Fenestration Exterior Profile Certification Program (Sn bin ifted wo der NOA A"o. I5- 040.0.05) 8- Vision Extrusions. Ltd. Pans comp] \-:ig wit l�i PVC-AAkLk 30 3 -13 (Subiptitted render N0.4.Vo. J.C-04)Q. e) I 9. PVC­AANLk 303-13. Voluntir, pecifit, atv"n K,2; t -i. i'l'.1011Jt jP Exterior Profiles, for VisuVisionEmrastoi". �AMA' Fellesirition ixterior Profile Certification Program. 10. Notice of Acceptance No 18-1117.14 issued to Ene-z: Fenestration �,ohition, USA. Inc. for their -Tan 3040 & light :,hadr mon-%% liitr) \\ Wit Rigid P \'(. Extetioi, Extrusions f or Windoxi sand Doors". expiring on (21;0421. 11 Notice of Accepiarice No. 18-01.12.02 issued to Energi Fenestration Solution. USA. Inc. for then series White Rigid PVC Exterior Exnusfons for Windows and Doors*'. expiring OU 02-2S21 12, Notice of Acceptance No. 20-0203.03 tssued to laei:gi Ftmt�,uaiion -SolutIou- iu*SA, Inc. for their "Bronze & light shade cap coated Xt'hite Rigid PA"C' Exterior Ein-usions for Windoii s and Doors . e, )a.U1,Z "11) 04 6 F. STATEMENTS 1. Statement letter of confomiaii,'e To FBC 7,h Edition t20M lated 04 issueJ timufacturer, signed and sealed by Anthony LYm1N1dkr. P.E. 2. Statement letter of no financial interest and of independent. issued by manufacturer. dated 04 1 &,,20- signed and sealed by Anthony Lynn �Miller, P1. 3. Private Labeling, Agrees rent docunknit betas,-een PGT. dazed 03�30 15 and signed h,,,, all =,vlved parties. G. OTM:R.':-, h F (lition). 1. Ms NOA revises NOAs; 1--0420,0M (P\'T'%-. CGI,t zu)d up late -, to F B( 2020 4 -1 expiring 0+21,21. 1 RERTest proposals #19-1155 dated 01 10 20 appto� ed by IsLiq I Clanda P E, expiru)g 0414,21, lilka q 1. C ha ada. P Z Expiration Dato: April 14,2026 Approval Date.- March 202.1 PGT Indutuie,,, Inc. NOTICE OF ACCEPTANCE: EVIDEN( ESUBMITTED B. TESTS (contiatted) I a _Aff -7 k ?Ha2'.. 4 Static Aa- Presiiwt Test. per FBC'. TAS 202-94 3"1 Water Resistance Test. per FBC. TAS 20�2-94, 4 L.-tize Tt�,, pttr FB('., TA'� 29 1-04 5 t Cyciic �k'uid ?resaire Loading per FBC ,, !AS 203-94 6) Forced Bury Test. per FBC TAS 202-94 along is oh unasked up drawings and installation diagrain of vinyl sliduig glass door. prep Te �ting Lab Inc.. T,-,i Report No FTL S5 40 dated ' 106 125. squed at.. ,ealed by Id 11111:s One ira. P E iJt;t rep on rev*ised on 11`0415 and 021116) , b Test report on I J Air lnflltratwji Ttst, per FBC - TAS 202-94 1) UnifDnu Static Am- Pressire Test. per FBC, TAS202-94 3]1 N%7ater Resistance Test. per FBC. TAS 20244, 4) Large Missile InVact Test per FBC. TAS 201-1.44 5) Cychc Wired Pressm Loading per FBC. TAS 203-94 "�coiq with marked -up drawings and installation diagratu of vinyl sliding glass door. prep by Fenestration Testing Lab. Inc.. Test Report No. FTL 8552. dated 12,'04'153. stgned an, sealed by Idahnis Omega. P E. (Test report reviseil on 02 1 7 Test ieport or, Aii- Pressure lest. X FBC , TAS 20294 2) Large Missike Impact Test per FBC. TAS 1-01 -04 1XILIle Pre..,..�klre i 3 ; C-',,; c h c loadu-.c per FBC- T.111S `031-94 alone with aLuked-up draw uigs and ingallarion diagram of vinyl sliding glass door, prep. ,..­� by Fenestration Testing Lab, Inc.. Test Report No.,FTL 6638 (samples A- I thlu A-22). e ] 1 19 10, signed and sealed bar Tor P e A Cause. P E 'Sn b ni ifted n n der N0.4 No. I I - 0107 . 041 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 I) Uniform Static Air Pressure Test. per FBC. TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large TvIissile Impact Test per FBC- TAS 201-94 5) Cyclic Wind Pressure Loadtag per FBC. TAS 3 -04 6) Forced Entry Test„ per FBC. TAS 20 1-94 ,along withinark,ed-up drawingsamd installation diagrasu of vinyl sliduic glass doc�r Piepai ,by Fetiestration Te­,rmg Lab. Inc. Te,1T Report N, FTL 63- o�ainvie'-, A a TIU7,1 A-5). dat, 12:0610 siglie-d11111 "elled bv 11v.,-CtA P -7:_ 0-5ubmitted muler-A-0ANo. I1- 010, 001 C. CAL ( UL A T I ON S C111;111uit. -L.d. -!ru,cIwal ,aml coa.,ph'uig with FBC-2014, yfiepied b,'' PGT. dated l' 09 13aud last roan 02,15-16. sigued and scaled by .ialrhoflv L. Mwer. P E. f8itbinined PonderNO-4 NO. IS-1210.01). 1 Glazulg complies Xvith ASTMS-1300-09. hhaq L Chand2. Product Control Unit Sup*rv. NOA NO. :1-O.M Em-piritionDaw Aprill­l.: �ppi­nlDiie: Mirc62...' E P(IT Indu-,tries, Inc. "SOT I ( E UT A E P TA.N C L: E N - ED LN C E S UKUT TE Ei ideuce Submitted A, DRA AN IN'('YS I Dtx,,vMz No MD-5570.0 Rev B. titled 'Viiivi Shdmg Glass Door NOA (LM,'>hecrs 1 lu,-nigh 21 of _21. prepared by manufacturer. dated 10 05 15 and Luz re,. -Bed on 02 01 signed and sealed by A. Lynn Miller, P.E. L)tr T- il - rev',"iori consists replacement of =r existing installation screw with flat head. I I I B, TESTS 1. None (:Al_( ULATIONS I None- D, QUA.LITY AS'5TTRANCF L Nlliaiini-Dade Deparimew of Regulatory and Economic Resources (RER) E. '.%L4,TERIAL C ERTIFICATIONS 1, Notice of AcceptanceNo. 19-0305.02. issued toKurarayAmeiica. Inc. forthel: ­Senn-Y(;Li,i (Cleat and X11itei Cla�,, Inteill-INer; expr=2 on 0T0423. I Notice of Ai-,:e1_,tmceN-o 18-1166.lo to %'...ion Limited for their "Bi Coated (Pauw-d 4)1 Lauiiiiattd) 11 hitt. Rigid PN*( Lxreuioi Lxtruijons forWilkdov and Dooi �', expamg30,,2+ 4 Notice of Acceptance No. 18-1106.11 issued to Vision Extnisiom Linuted for rheu;,,eli "VE 1000 Tan 202 and fighter shades (Non-AN-hite) Rigid ( ellul;ai P�'(._ Exterior Exit u:;iou-; fur Wiiidwi s and Doors'. expirme on I, 29" 21. F. STATEMENTS I Statement lettei of coafc)mLuice to 113( "" Editiou (2020). dated 010L,21. issut as uittfac turer, signed and sealed by .Anthony Lynn ' Miller, P.E. 2 Pnvate Labeling Agreement dated 03t,%,21 between PGT Industries, Inc. and %N'wdo,\vs and Doors Inc.. signed by Dean hi Rua& P.E.- V-P. Engineeruig- on beh, both companies. G. OTHERS 1 This N_OA I et ices S,, i eliewsNOA-t !0-04:9.V ,PLA -w C'Crl'txpixarng 041426. 2, The current PLk C G1 fills 14 _,6 lAaq L Cbmada, PJE, Product Coutml Unit Sup*ni,,or -NOA NO, !1-010f.03 Eypirinou Date: Apt il 14" Z6' .6 Datt; March M 1021 L 11 t T. L '1'l DENCE SURM11"I E D I I T 11, FI I t Y1`:1 IT I 1 '011 4d, fl�"(` 1, �1'(A P" f tra, f%)i Wiudt,lvs a n d D, I VE I 11,ok 10: olid Rigid P\ i t for Z .7, _ERGI FeTiezi falic ri KIP ­1 Ltu IA- 4: and LioliterShades I L ior E for Flout 0(1 1.� I 'A. Q, kit tons I'S im Exrel 1PT1i­',% llr� 4►,Wi Cel%'Pu irig oil 14,16, -�q JJSJ�,Jtli tol 17 4L ssue,d by E, X(D 1117 19' 0 and ASUVM­634. fr cellulosic 7 Kw -ravAnitiiezi I 11 nc ',i 1, ilea i and el, . eXP111149 orl t� ­";C" I(. LS Curar. -r ')I ': stied to_k ivAiatt I 1 11 tltl it 1: k 3 1 41a1i` 441d ("01014 PJ_BI0tPJ]aN-PtT I 1A I I-XIE N 1;�, f IN I t:oi4; a1A f BC _61b 1-' 11V1.11 041 7 ii uirere�,t d, ed, 'Umled k,J 57Nc, I co�05,01 F_ T I fl- R fut their Z4 4J '3 F OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appr Ir for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 May 27, 2022 C_ Cn > 2 C; 2 CU 4­0 0 (D .0Z W (D 0 0 = = .0 LL CU 0 4­1 M 0 CU > .-Cn -0 E 2 C& U-O 0- CU cl .0 Cn < Z W J Cn E =3 CU C_ > co 0 C>10 0- CL CL 0 0- 0 =:3 Cl) CU 0 M LU Z Z aC _J a. SHEET NO. PA1.3 1 MIAMFQADE MIANII-DAM. c r't'N 1 Y EZMF PRODUCT CONTROL SECTION DEPARTNIENT OF REGUI.ATORI AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room tux BOARD AND CODE ADMINiS RA rION DIVISION Miami. Florid:: + i 1-5.2174 `T (786) 115-2"Ptl 1- (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ��H%%.rniamidade.ttov/economy Cast -Crete USA, LLC; 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations atwcrrunr the use of construction materials. The documentation submitted has been reviewed and accepted by ,Miami -Dade County RER- Product Control Section to be used in Miami Dade County and oilier areas where allowed by the Authority Having .lurisdiclion (AI-IJ ). This NOA shall not be valid after the expiration elate stated below. The Miami -Dade Count\ 1'rtschict Control Section (In Miami Dade County) and/or the Al IJ (in areas other than Miami Dade Colinty) reserve the right to have this product or material tested for qualit\ assurance purposes. If this product or material falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Al D may immediately revoke, modify, or suspend the use of' such product or material within their.jurisdictkni. kl:k reserves the right to revoke r s 1t t Cot .t 5 this acceptance, ifit is tictcnnincd t � Miami -Dade County Prc t Ic n rc i Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein. and has been designed to comply \+ith the I li f;h Velocity Hurricane Zone of the Florida Building Code. DESCRIP'f1(3N: ( Cast -Crete) 4", 6" & .12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4512. titled "I'tccast and Prestressed Lintel Details", sheet I ol- 1, prepared by Craig Parrino, P.E., dated March 24. 2003 and Drawing No. L.T4612, titled "Cast -Crete ,1", 6" eft 12" Lintel Safe Load i'ahles", sheets I through 3 of 3, prepared b� Craig, I'M I inu, 1'.I ., dated March 24, 2003. last revision dated June 12, 2014, all signed and waled h) Craig Parrino, P.E., on January 22, 2019. all bcarinc the: ;Miami -Dade County Product Control Revision stamp with. the Notice of Acceptance number and the expiration date by the Miami -lads: Mount\ I'roduct Control Section. MISSILE IMPACT IZA77NG: Large and Small Missile Impact Resistant LABELING: Lach lintel shall bear a permanent label s\ith the manutacturer's name or logo and the Miami -lade Count\ logo. RENEWAL of this NOA shall be considered after a rencs\al application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials. use, and/or manufacture of the product or procc s. disuse of this NOA as an endorsement of any product, tier sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply ss ith any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, aril followcd by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user h\ the manufacturer or its distributors and shall be available for inspection at the job site at the request Ilf the Building Official. This NOA revises NOA N 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, F-?. F- I ;.rues E-5 as well as approval document mentioned above. The submitted documentation v+as reviewed by Helmy A. Makar, P.F.., M.S. CMIAMMI­DA,W NOA No. 20-0630.15 NTY f/ �' :k iration Date: 09/11/2023 rrr�ii c r Approval Date: 08/20/2020 Pale 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE': EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREN/lOtlS APPROVAL # 18-0424.04 A. DRAWINGS i Aunt' B. TESTS 1. None. C. C ALC UI-A'11ONS 1. None. D. QUALITY ASSURANCE 1. Rt Mianii-Dude Countt IhTOI'trnerrr oj'Regulaloryand Economic Resources (RER). E:. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1 C 'omplhrnct' Letter is irlt the Florida Building Code, 2017 Edition, issued by Caw - Civic (, SA, Inc., clated 08108117, signed &, ,sealed by Craig Parrino, P. F 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. 1)RANN,*INGS I Orawhig No, F1314612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled "Cast-( 're'le 4'° 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 v0, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and .sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. :'one. D. QUALITY ASSURANCE 1. BY Miami -Dade County De1wrnnen! r,l Rr.Quientwi, urn/ Fl,ononnc Revnrn't•ev (Ells'). E. MATE RIA1, C FRTIFICATI0NS 1. None F. OTHER 1. Article elf Conversion (in' a name c'hwige. e my A. Makar, P.E., M.S. Product Control Section Supervisor NW No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 013/20/2026 F: - a Cast -Crete USA, LLC NOTICE OF ACCLPTANC'F.: EVIDENCE: SUBMI11-111) 1. EVIDENCE SUBMITTED D L: NDER PREVIOUS APPROVAL 40.3-0005.04 A. DRAWINGS 1. Drawing No, FV461 2, titles/ "Precast and 1'rrsrr(sttvi 1 ,wcl Ocrtuils", sheet 1 of 1. prepared by Craig Parrino, PE, dated bfarch ,!.{ ..'irrJ. " ,ur ! 1)r,tiwing No. LT4612, hiled "Cast -Crete 4". 6"A. 12 - Lintel Safe Load fall, v " vit,,:r, I thrortgh 3 of 3. prepor:'ti h, Craig Parrino. P.F., dated March 24. 2WO. Iasi ,•t t Islon ;l dated April 28. 2003 don, insw signed and sealed by Criv,v Peirrrno, P.L. B. TESTS 1. l i.et report on flexur(rl tc°.ctirrg r,rr .l 6" c#'c Pilic,d and -, � t not'/ ., 'J �, .`,�/ �V �2 - 4prepared Unfilled Models, total t l (l3l concrete lintel e! c 1. t t t. t! � 9, by Applied Research laboratories, Report ",, -4i m l i, dated 04110103, signed am1 sealer/ btu Christopher A. Hanlon, 1' F C. CALC t'I„ k1'iONS 1, t 'td, Motions for Cast -Crete f nil,°,r.v dots>d 05129103, 207 pages. pi chart d h t ( nlig Parrino, P. E., signed rind seal,-(/ by Craig Parrino, P. E. 2. Calculcrtinrcv (u' (trsi-Crete Lintels, clated O ") O ; 1 ,(i bilges, prepared by C'rais,,, Pin rind. P F., signed and sealed by (.'ruts; Pin r-nr,, P D. MATERIAL CERTIFICATION: 1. Qutllitl' Nt'+rt'w /t4.7nttal for Cast -Crew .1'1,1, him, ,I fo, it, Preceist Lintels revised un rt 1,/1 2(n) 7 2. Cast -Crete Quality Srstetn tlunual jor Prestressed Products dtn,-,12002. 2. EVIDE NCE SUBMITTED UNDER PRF.VIO1:S AVPR0VAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612. iai,'d "Precast and Prestressed Lint,'/ 14,1:ai.v", sheet I of 1. prepared hi, ( -aw Port-ino. P.E., dated March 21-'r)rr.1 :md Drawing No. LT4612, Jrtlyd "Cusv-C'retc -t h" N l'" Lintel Safe Load lahics- N/tc, is 1 through 3 of 3, prepared h; Craig Purring. P 1' . 4(tted ;Vlarch 24, 2003. dated .tilarch 11, 2008, B. TESTS 1. Norot' C. CALC'I1-ATiONS 1. A"on,' D. QUA1.FIN :ASSURANCE 1- fit- ;Ifiami-trade County Building i 'udc Compliance Office. E:. NIATE;RiAL CERTIFICATIONS 1 1 one. t i Ilelm = • /. .mot _�.. .__-. . ., y A. Makar. P.F.. 11.`,. Prot`ftrct Control Section Suput % isor NOA No. 20 0630.1; Expiration Date: 0411 2023 Approval Disc: 08,,20,2020 E - I Cant -Crete USAL, LLC" NOTICE OF ACCEPTANCE.: I-A'IDENCE SUBMITTED 9. NEW ia;VIDI. NCE SUBMITTED A. DRAWINGS 1. None. R. TI'S1 S 1. None. C. C'AI.0ILA'1'IONS 1. \eme 1). 0U,;X1.1 I'Y ASSURANCE 1. Bi .Vrtuni Muth CmintyDepartmerrt of R�gidrtr;,ra ,/mi 1 , r,nomic Resources (RE& E. MATERIAL CERTIFICATIONS 1. None. F. O' T I l F. It Compliance Letter with the Florida Buddr,,s; ( oth 'O1.7P,dition, issued by ('(1st- C.:rete USA, Inc., dated 08'08 17, signed & sealed ky Craig Parrino P V 2. ( oniph(nic e Liner willi the Florida Building (.'ode, 2020 Ldwon is %ilea by C'ust- ( rest• 1;;�A, Inc., dated 06/11/20, signed (t ,rrrlr,! ht ( '1 u;;,, Parrino, P.E. f Helmy A. Makar. P.F.. )1.ti. Product Control Section Supt rr isor Ni )'k No. 20-0630.15 F\j)ii:i1inu Date: 09A I/2023 kppru\al Date: 08/20/2020 Gast -Crete USA, LLC NOTIC'I_()1�_%CC::EPTANCE: FA IDI�.NCESUBMITTED H;VIDI"NCE SUBMITTED I'NDI•:R PREVIOUS APPROV AI. 4 12-0209.12 A. DRAWINGS 1. I.:Drawiwl, 0 012, tilled "Precast and 1'rtstressed Lintel Details",sheet I of 1. pi /te11 co'by (.'raig Parrino, P 1 dowd March 24, 2003 aml Ilrcn, ins; Ao. 1146 ; '- ii!lcd "Cast -Crete 4 (, tC 1 ' Lintel Safe Loud '1 oblrs ". dwelt I through 3 af'3, prepared ht ( 'rur Pur•rino, P.E., dalc'd /lurch 24, 2003, last revision dated March 11..'008, all signed and seuleti 1w Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. Nonc C. CA1,C'1 LA HONS i. (or, D. O AlAT'i" ASSURANCE 1 BY Miami -Dade. Counts' lVp,ur+)rnt (J Permitting. Fm'n'nnnernt. ,tnri RcgulatoryAffairs. E. MATERiAL C'hIt HFIC:ATIONS 1 Vow" F. ( )•T1 I i'.It I. Leaer from Cast -Cali Coli'orutton, dated FehrnurY 01. 2012, .signed and sealed by Craig, 1':rr ro;o 1'. I-_ certifying compliunoc ,, ah the Florida Building Code, 2010 F.dit i, m 1. I- IDLNCE: SUBMITTED UNDER I'RLIViOUS APPROVAL, it 13-0321.07 A. DRAWINGS 1. ,'None. 13. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASS I.IRAN C E 1. c ',,cleat Department vfReguleawi ant! 1•,cwnomic Resources (RER). F CIA TE:RiA1, CERTIFICATIONS I Nine. t Pr �uelmy A. Makar, P.F., NI.S. cfControl Section Suprrs isur NOA No. 20-0630.15 Expiration Date: 09/1 I "2023 ApprQval Date: 08/2012020 t lii`tl l l ; f � � i<s.�t''i€).'� :tvl'I'aOy ti ; .. i'r•, •.�i.5 ,.tierPVt ,, � � ,. ",. t,, t i ON S . _,+tt !,:IILI 1:., '.,!ltt'��, ,f;'!,'.; i �/�: thY�•iltiF) !; ';(. - i (,'imi/I.,1.1.9 .. ... :rrr'r1,lJt,^Ia r r,�rr �t,,r : u?rd .r,:�•Orrrrrnrr, IL- • , � , ., .1, C.'ER-CI I I( `t f ?(D Ny t',ra7 (.a,r -,,,• t,, ;' , � t,>1�,,... ' ._;;r� i' , . .. .:,:err. i_S:F1! iT D I?N,1) ,. t „t.. (.)t.;SAPPRON* %I '21.IS 1�. I 1lt)N` • '_' i�i ti €'.It .12¢ut t.. ,II11,0!`tt: I ; 1 ,lu r, Lnl. "'NOA \,, i s f';x'trir;tiivn f I �I, 11. 023 OCT 2 8 Virtual Review Assist, Inc - plans Plans Review completed and app for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N C_ Cl) Cu N f-+ U 0c- O N Q_ 0 C CQ M CU U) O � N CLO = -+-a E: M Q CU *4—CU C:)> co -- E O CD � 0 CU !� F-- cWQ z z W J c > Cn o > CL Q. Q U 0 V O Ca W a Z Z Q J CL May 27, 2022 SHEET N0. PA'1,4 MI I 1 L I ECO iNC rILLIT T[6111I00 9 ENGINEERING WMPANY WA'A q TVR A r'11.I if iii , ? t• PRODUCT EVALUATION REPORT REPORT NO 20.0721.01 DATE: Ju y 2& 2020 PR004JCT CATEGORY: Shutters PRODUCT SUB -CA IF.GORY: Storr,1 Pllarela PRODU(;T NAME, 210 GAGE GALVANYLED STEEL "STOKIiI PANr:L, MANUFACTURER: Global PFOWUG 'on.Prtrtductil.III 46C 4.15:ilti, St Strsw! Gene. Aot'rds833'1♦ I-P-I,lI3 IDWOF_ EVALUATION: This is a Product Evaluation Roopon fsstod by Waller A. TUlit, Jr_ P.E, JSysieiii !D a 19017) lu the Global Protection Products. LLC Rule Chapter No. 61G20-3. Method ID of The Florida Dopert'nertl of Business and ProAselonal Reguiat►on This prods. 1 is being issued an Evalunt•an Report as described herein, and has ;won verifted frx compliance in accordance with fire 2020 Seventh Edison of 13% Flortdm StOdln9 Code, and to verify that the product is for fhe purpose ntendaad at boat 6quivallealt to drat mQulred by the Code. Thhr Product Evalalaban Report shall be subjad to willow and rptltli Min In caso t:11 a BU'WUV Code chaangc that may affect its lltnkatione. and condltlons 2. EWOFNCE SUBMITTED: 2,1. PRODUCT EVALUATION rOCUMENT IP.I. D.;; Drawing No, 20.176, inled •'20 GAGE_ GALVANIZED STEEL STORM PANEL". sheets 1 thru 26 of 26 prepared by Tilleco, Inc.; Signed and sca!ed by 1Nelior A. Tlllit Jr.. P E.; doted 0712812020 TMs drawing Is on integral partt�(� Ins Evsluvvn Raton A Ikot fib �aI tic 44167 5 \.1� 3Atti `trYCt. strict TO t, �1 ^rpA?1o, rlrrriilA 1i lfAt!1- tr' Kee-. (30SI 1 1" 0 ,s�tPgpt II IrAIaANI„I `. FROU'VC1. !ct ILLA.L1UN Kt IUKI.10, .`o:lt:S Z 21, TEST REPORTS: Llarlj)n m+swrkt irtpli/ t and ferliquo load tests were plet' orrrae.'d under'Proto'cols TA", 201. 203 as per section 1626 of 1Ma Florida BuNd)ng Code. Undfora alitlG loads as par TAS 20'2 Protocol Test rcaorts too pared by Humcmm Engineering d Testing, Inc, deports Y 911-599 dated uWlf',0Ar1996, O96.570 dated 0908,1996, rz46-T t0 dated 0912011M, ell three signed and sealed ay Hector M. Molina P L , Fe•,rasmitbn Testing Laboratory. Inc. reports n 2032 dated 0*16;1998 and s 2126 dated 10105,1998 witnessed by Gelber, Diamond. P.E and Report No. 0216.01 •C",9 dltnf Marra 4, 2009. signed and sealed by Edmundo Largaospada, P.E, and t4srtry Hr'itf`m. P E Tensile twit rwArt r4o. 9CM-197 iy OC Metallurgical. Inc.. dated Mamh 13. 2000 maned and "Alto by F rant. ("'Air. I) F 2.3, STRUCTURAL ENGINEERING CALCUiATIONS: On 20 Gage Galvanized Siool'Storm Perini flor max,rmim panel ImVth viz. design wind load, as web as maxo mm aAf%&vr spactng vs doslgn wind load and panel lenglh bases on ravonal ami cr)mplarAtive araiyscs. tend ,r accordance with Section 1616 of the Florida Build -rig Code Cakulabons Frro<arund by TiNoco. Inc., dated 11103:08 and o31-211S, signed and soMotiC by Waller A. Tilsit, Jr., P.E. 3-M1SSILEIMPACT RE>SISTARM Large mtssile ImpaG1 undet section irlM of lhr. Florida Burling Codla sat per 'AS 201 Protocol 4. WIND LOADS RESISTANCE: 20 Goya Ga w r u r ,1 :S!ent Slorm Panel has boon verified to sustain wind pressiress. Maodrrtum panel Icrlyitl ­)X: be av Indlr',ated on sheets 8 10. 14, 15 15. 19, 25 and 26 of 26 of Product Evaluation Oocumem (P E i) ) drewliI No. 20.176 Maximum Anchor Spacing sltaTl be as indicated on shoom a. U lo, .1. 14, 15, 11, 10, 19, 20 25 and 26 of 20. of Product Evaluation Cocument (P.E D.) drawing No. 20-176. 5. INSTAL LI AT.ICIN; Irsiallelion shall be p tr!ormed sftte,ily m ,ta:-on)onco with details indicated on sheets 3 their 7, 10 thru 20, 23. 24 and 20 of 26, o1 Product Evxiw>I mn Oocumarlc (P E O.) drawing No. 20.174. Minimum reparation to glass shall he no indicated on sheets S. 14, 16. 26 and 26 of 2a of Prod,rc! Evaluation Document (P E 0 ), drswlrag No. 20-176. .vNnn unrNAAY ,DER A 1st(/jay . ✓ A a`a� \}GEhSF '9 '� j - �' der •{ 1 ' -j, "ar �• r �•Q ••� .w •- f r h f_>C )awl P•M 14I 01 I PINT - .. I.C.Ar:C'S fit rV xl: '.taO Ire te: tars a lraa.'tc k'trl 1'ow ramI ^ *•c w L Aalr.•,>ars %0^\ at: 1 tar, [IMIM ,• , . r r n•.. -r>-..M .r 'r CA; .AAV Ott* xtorwtt FM r•I w ,w•y<VACI L.YII m a5 rll'Y'"r"v11m K+ M.0" .. A •r-r` r.� P\., .. „ , r. irw. . Lai 11G 7:da1:1�47' 0, txAf IANNSCfAtrwALlut wonIta .., '.I.±.. , •r•LL r.'+4 xx -'.ti_3 AMCr ,r t . '.h ..M. 1',i Y , u . X A ,• . a', - e; A r*IM'.Aa✓: a! CxwrrlPl'RC' •,r W.4 I 'sir." 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A x:1 •rb : • axrAi: R ASAK[ar FCP In•*- ww .. ..• ]sir,,, rMlna tr'r't'<:N , yr r• A,er. rr'a',uvrram,a.-rn'In M'%Ii,i ,. � rl.� � - rAa''a raAat w'1 AI.AWA x Amp •Awa.wrs n,n PrrrnllL _ M"7 CaaWa-G ,1kr Are* AP awl 1 r ••rlrA,A� ;tAN 'I.rvr•. r.'+ ':WW41 AAArAftw R +NP ,tarn or r+lfaAC}A- ,/A• • a aP.;ar AAC.M1 A:. IfAnrr.e,.lnn P ,, iL � ..._... __.._..._ .,... _ ar! W1.10.14lt INKDW%' II •AIC.(A aMr»,.>A- ,<, _ l + ']PrOa i•o"mm6 Boa 1r P YfD... AM -•' P• Wc" a AA,Ir r A t �iC - _ _. 1 4 ■Lrlt.• ,w.1 aria: 1A I li•' .r '• 1 - 1� GA" CAt11ANZID ;lilt 410b ►AAII ' ,err r• Ir: x•-r a axe- r* Ar.oa» .,. . - P atx „r Asia I�• 4 16r 5 Orr r-tm U. L s. nw ic1• r~ .� trwAr x 41AT , ''. j " -*+" - 7i! EC'•1.08A�L PROTECTION ►R0011M LLC.i,�IAr., AI Ilan" Im Wi rho k ,• r;'�•, 'rr 7e'rwA: w w/ wl r .. ,. .,..wit xl• _ _I ?C-12f _ . fr I;N5 ALLA:IQN QUAU._F_QR._REGULAR PANELS 1 A I -A IrIT4 EXISTING POURED CONCRETE .OR -.CONCRETE BLO K 57RUCTURES .m NMI owl II in . •a.a'< •ac•an - 1••r•f • r•.l"rr•r n lY. wr••r<Al n. ... also tL.prl aWA•t.•.c.r f , La :etas. ,<.• n t�tAaf » At win a Iyx L•:� 4 . p4 a` tart. •• .Ara , b.•an . _ ..•'1 :.. •ax r. i y J,n; LL.' toe"- -1"1AWf l - I. 1 , "°' y r. {rA •rT-i Ai/ rW4 I M Willi• .2 A8 1>&aa ^ f � .. •�� ! I r"w'ri � ,�w:d "RAti ti"�,'C.Y I a .ors 1YVV''' ' i t I, , u 1 1 < 1,• I 1 ' •"nn lAl V 4R , IYIAI N,a a . 1 i 9 (� 1 V ulD 1 , { rA ,W:M•rAl '� •1.c• w,• Rrwyi 1 •: A � WIf .t"IAU , 1# n•r 1MF. A I I t t � �'• I i 1 Iaa �1Jf 777 1 i 1 6 ; r11a K rmm7 4 Palllew LW .. rA► , iGl[il/7t a ern ,.:n ( 1w•• vA • + Ie : r. t_ + co.cAnn alai+ 1 AINAa I I :r 1.. :,• ,....- - --"-• ., ' P,'aCr•-«:,...+i�il•<•._.-,, Pta+Pta 1� ''I ' A Ijl �' 1 yt• . _1 , t rl' ' Vl . w, dl 1M' I IttV' Lww+w:<:,::.� ,.rh^+r. .9r P '' ,«.•:pit ;�.,,!N�� �.. r-ta alt> i V"Atp wA • pr tVt;'NC.1n <L - ,.:,.,...".•,� ' 4. i:.a .` i _. T__ AlaA1Ge • r fit 'lG+1PW Or P••y 1;�r 1•MC i0•:CW G7Q '1rMClV4MI f:1m "rat•{ a tiW[AAs .. ran. IMAWw- . ■•tt•t a trY,fl,:Nix^ 1 WlMrrrT r ,... ,. f I wt�fLIIgant h 1IiIR IA►i.I18IlIiSt gtJr, HTlNS �ILSfIAiLQtfT a 1' wnR KV •/a-' ACllt NMr •Gels Srtl••'' . 1 It-5 _tear ssuNst i:ll :I MAL D.;r tit .'«,. 1 r vrcrTs s a a' 1 t ' s w i '� MOT! EL! .iGYatfA1>:;h v' w• -'Ar�3 r I kwP rla • li CCMeP �'+ h rl �'rl At N• - rA 1. �� alSWlthdr -" A r WIMtM lNLrNMG CQaL ra Ve" itM k4M Ter rrrt,r[n rIp14Va r. ', Yrr r, l 20 GA:DI CAL1'a141RiD %hit. T10Ma Fetid __ • _'-__ _-___ .. .._ _...... � - ,. I.. � GLOBAI�. PROTECTION PIlOOUCI , . A•IrMAIr• In �+• + I tt. l i2ri. Ct A11tr � IL E C O 1"r area • fI -• t:#JLktlI 1 R 1. "� s , maj. n �r h A MAL Et$a°¢ * • �.. "1.:. r r ,A►..HP m"m. ., io- a 7e ... Y... - err AIN r..,a• h , .. _,..... 1 rA w<.v'r:.n:'..... i 4R1 t il•" ♦ P7 ._.._.. 7 ♦" .. . .. .. __ _... uAa�QL 1ir�:i-. ALUMINUM ANGLE tftWt;'CI CYAL( AIM RI!'QIIJ till,. R'!.'SlI@J ) A..MHA AL C21ARACTERiSTICS AND SPECIFICATiC!I!i$; Shall be stripy in accordance with General Notes and c'Amiponorrots lndlcated an shoal 1. 2 and 22 of 26. of Product Evaluation Document (P E.D ). drava rig too-20-170. Anchor spar: #icat;ano wears b9 &I .tenth 1, 7 401".1 $t vI 26. of Product Evoli allrm Umu nGlri (P.E.D.), drawing No. 20.176 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shah Lw. Illy+ctty r, romptlaa .'7 'veith Gyl,sral holes No. 1, 8 thru 14, 0,4ti; lad on shoal 1 o' 76. art well at G on<era: Noi©s ie 1 ihne 4 and 11 thru 16. inaftted on sheet 21 of 26 of Ptodue3 Evaikintlon Doc urnont i P 9 0 ).drawing No. 20.174 WVPWW by Tilteto• irt4. and sW" and seak'd Lw 'Naito A T&I Jr., Pt. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as tlofbaCM on secttion 1620.2 of the Florida bw!diri3 Cocit 7.3. Product shall only to insta11r1M, iw-u i;,.rAftrJ Gonereie concrete block, and wood *aim strilovr3s, PnWuct Evaluation Report prepared by Wetter A TiNrf Jr . P I No 44167). Pre6ldenL of Tilleco. Inc. (F"s CA-QOr.>t47+ , L{NI,ItaIr,NNAIrrM Tiq/ 1 tkll 'or'i' '', STAY£ _ aW Irs r1f,A1 NYIAinlAt,rr, tw'hl�„ 0'T+,TaICAA"CVONAI}IC4apei''e,k' hPeDlrt7ili.:)"r v .'1,..:rU',• .ell � +. II.:' OM VM44MLI V LLL SM 7Mk PPAVl11 01111wC ■ :Yr' rtr' i4l1:1 , • w•: ru r w i •A-0 A :: > - •r ul :: ,_ _l2•I �Uw'I KET_llL1iP VfASFiEX .. .lets• va•- 1u4.'ArlR;, lets JAY' • • iAAfAi •If: Ar, _ r�S_Pr,TTa,ar .w�.<aa w-4 r �' YXl • 1 -- TmLa two"" am IetlllattlltL'E6rt:ttlr, REPORT II}O,: A J- r i t7.ut DATE: J,�I'r ;7 �J c PRODUCT CATEGORY. r ;' PRODUCT SUB-CATEGI�Rv. PRODUCT NAME: 24 GAGE GAt VANIZEt) STEEL STORM PANEL MANUFACTURER; GlotdMll Protection Products. LLC t:)a"Pie Fta,:;r oil " 1. PURPOSE Of LVALUATION; This rs a Product Evaluatlrxl Rc?-" Issued by Wa1Nr A. T1111t, J►, P.E. (Syl ten, 10 a 1906) to the Global Protection Products, LLC. Rule Chapter No. 51G20-3. Method 10 of the Florida Department of Business and Professional Regulation This product Is being issued an Evaruallon Ropoo :t'o n..'}irrn and has been vririfinfl, for compk once in aaccordarice with the, 2020 Sovonth Erittion of the Florida Swilling Cede, and to verify thst :Ile product is for the pu'poso Intended at insist oWwtalont to that reldquiutrr by the Co 1c Tads Product Eveluletro't (Report shall 1>6 Subject K- review' &)U red i:lli(m m irMrsir: ILi'( S Biapldfng Code change mat may affocl its kmrtAmels and c0m114mri0l9 L.EVIDENCE SUBMITTED: 2.1. PROOLiCI EVALVATION DOCUMENT (P,B,D.): Drawing No. 20.175 ousel '24 GAGE GALVANIZED STEEL STORI' PANEL h rrAla 1 Ihru 18 U( 1$ Ixrl t; Ar.:' : } I'• - _ =,:Ined and sealed by Wailer A Tdht. Jr • P.E.: dated !)7; [ l;; "+',s iif iwrng is on mlv�(jltrP' tTb *16 F : alualwn Report , r �1Er ' :.i7+it Iij°r'•, T a 1 I Ir',A x rill ',I mL a. tt i, lruI3'3166-Phmxc (30)871- ry i�Srtib rAIN.r111xIt•"' c.01.iPONINTS -fQR.- E.GVLAR-..A...1JEJ-WrLDL-ST-ORM .PAN_E.LS r• . ,). '1t' 11C/Y I.OIMi • „• I e, M:F' ' � - ^viz L..: .MyY 6111, .Aw, 4 •- v ..� as r � � r tXfaA- ♦ 'A 'r .t e (D SIGtBiI PANE.! END STORM PAleYtr•1_ w A 1 ?d rr ..._ x rind^ r 'I,':a" n V:u9? • «A'.,M" - -h'..._tiEd trS 1IrUFA= MI= tits' AIII .. � Adf.�LE 'tl(Il ,:If'WTRSF $TV() ,or •Ij 6 ��SbAW,.�ILLi 1 6 r:5• wL _.T d1 I' A:' �. d�p I:'LL►W[ �,yt,Y.AMx.rr .IWPI,Nl rI�I• It r!U/r . aYt`'' 1yCthtSF ".'�' !yo 44167 f%09 A aU'+LD-MG CM * . �•ti f ... '.e GfrGl r,A1vA•?SIU ' ?G1.08r11 PROIECWT4 PROC)iI aTii C1sfiEt TL EE C . IPIc J9D ar •.Il' , 20-17& AN 1I: ALiarAI.ID I-_QETAIL5 F QR !REGUAAA EN? p.c1%A5 DE,iAL,: _Q_b: ±V4-LATIQN. IN. 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I, GENERAL r*0TL=5'L Lf V1 U, .11,61 ViLl NAI C t�r 3; A A 't ,�,g4f7", V,. N! % A%. _10 Vl: s"C*4 1- It ql 10 ..401 4L 11 1 019b,"A 41 Z7 6A IWIT F iI 40 1 11, O"W"'I 701A07%Wm.k1%1,ft40 MLLMI"A"ItSWI i'Nl1 LAO WFII WK 0.11A ri IaI '161 ir. III I C A ... �Vol! Amu., I.T.— VISO KALLB; 1041b,113 MMISIUM A� I DWAelt IF SPAN SC4EDVLt W I- rl LUW 4VI V) It . ti... . ..... GC kW 400 IA rjQNAL IIIQ R FA$TEN(14(-� DETAtI yp rq 20-31543 Ifr PTII _f qAS_!Af JA;&LI L 1:1 ll �j 44 au SiA in n I !FT'­ z cc LLJ wUltd lot L.J5. OCT 2 8 2022, A Virtual Review Assist, Inc_ PlansReview completed-a-g-g-p a Pop wev- fOr camPliancs with the -2020 FBC 7th Edition by Debra Anne Klahr PX2300 6 JP4�I 7: 0 LIE tlu • Ir F, %at Mr %M' M WINAI�110% 04"". A4 C""'.5 �L` rr .. •I i $* �n C 1­1� X`E "A mrfs� 1T I 11N W I! tax Pq "(I C."V4 1 vI ILIIIJ . Sr. T Sj"jI !&7%A;T4AZ :QAr*P.C*.' iA41 6 VNIVA11 5�4LC; g W Al "on; it. A3,0-.-A SEWaLke P'S.7 kID;f OU-14, r r, -I Cfn NII.,C ^.71 P"Sft r— 1 A VI O�; IT I, 'Aj I I Is I W_� ! 0 11, t i, E P, I I Y. .':I L I J I '1 0­60 " D " TIW .,J" i,W4, .,'in: ti I t. - .A I, I xoAis IA T, r 1 I UmS7,ITIId,.0 AIP aWI! rM.r,d w"^:, i. 11 1 1 1 St."" 41 11 At IT, 00 "N A A, ht NWV: 31543 -4-1 0 Q) 0 (7- 0 0 C]L 0 Z Q) cj}Q) C) c) m 0 M 0 M > U) 7D E Q) cf) < Cn -1-I (3) (D (3) -4--1 CIO C13 0 L— Q_ 0_ riA 0 CL U) (13 LLJ (71 SHEET �J(D. SH 1.5 T1 iESE DETAILS ARF f,-iFN ER11C AND MEANT TO 31 10W GEt,IiERAL FLASI W413 AND WATERPROOFING METHODS TO BE US E D PLASTER Q WIL DRYLOK Ill - MASONRY Rt OCK WINDOW FAf4TFNFR n nt-Al ANT AT 41 �W ANT' KAN 'Aflil BUCK TO OUTSIDE EDGE OF W.11,4l A MASONRY 7) SCALANT JOINT 5)SFALANT rROM INSIDE EDGE Or W!N" Fl N WINDOW BI-il CW ,�." HJ,JCK ANU LX I LNU VVINUIL)W FKAME, A I I Al PFR COD- F3) 1 Out. ED b;E.ALAN 1 _4 HLUQ1HL14L1l Ill nRMING Ci Al"InIll AND WINT)OW FRAMF SEALANT YVIN[x l f RAME R WINDOWl ALI 1HLWAY Al K)UND, W11CLUll OILL l I P& BArOlIrR T AK FOLD tip wrA"n 111711 TENIPQRARiLYSECUR�F RESISTIVE BARRIER R 000D FRAME C014,91-14. EXTER)l SELF -ADHERED FLASHING SHEATHING ilI APPING DOWN OVFR RIM.10l ANn 111�1�_ WALL BY 8 iN. wr_AtmER RESISITIVE BARRIER rAL TOPS OFJOK UNULH DLUKINO (srr DE WP07) SELF -ADHERED FLASHING f ICAD FLASHING TIE-IN INSTRUXTIONS: Cut, fold up & WmWerilly secure weather resistive barrier above header to allow for IlJ installatinn 2, floot, hind ploy. hc-,-A f4ll w"edor weather resistive barr*,r 3. Fold wIll resistive barrier back over head finshl and seal with tall SFI F'ADHFRF17) FLASHING Scale: NTS ,j I LAN(.�ll WINDOW rp llij^Tkl 11,41'11-04 AF7r-P $,1VP,ATHER RESISTIVE BAFRIER FWPO1 1] F 1 11 FR UIN CHI AAIV�q C OMPAI 0 K 117 Y SELFA011itl FLASHING - nf) N!OT FLASH NAIUNC' SCS 06 05 Cil INSTAL-1 ATION F PAINT RI_K,K AND S[`.LF-A[')HERED FLASHING FENESTRATION INSTALLATION AND INTER( ACC HALF ROUNL) WINDOW JAMB, SILL AND HEAD DETAIL APPROVIF0 SI If Ail ilim , APPROVE D'HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 CA` CEMENT PLASTER 12 M11 :min) DRYI OK EXTRf*Mr APPROVED FLASHING TAPE' V SEALANT SOCKET WITH TOOLED APPROVED SEALANT -RFA(F WITI I SCS 06 02 WINDOW FIN INTF EXTRUDED SHOULDEP SELF -ADHERED FLASHING PRODUCTS DETAIL WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE F9C RESIDENTIAL 7TH EDITION (2020) Detail Instructions Hpfpr to thp number marked as # in each detail that corresponds to the nuoWeieU ali in the list of instirui below: 1. Install self -adhered flashing in cill as Shown by *umbers 2. Install flashing and weather resistive harrier to form Water shn.ddill laps 3. Self -adhered flashing can be substituted fur Wilding paper 4. 3plit the release paper using the I ipcord (Split teleast: Of i demand, embedded in the adhesive layer) lot easo of instaillationand to minilill scoring il 5 Remove all release paper per standard installation instructions arid ddhQfe tV -J t;qt,we piecc Ill cc of flay hint material (6" x 6" M11111l 6. 1*01a as showl) 0y arrows 7. Angle of corner may vary. adjust folding of the flashirl accordingly to fit tight to corner R. W01"ill f;-Isterl as fleir,ps%ary J INAKIW3PIAll FLASHING SELF -ADHERED FLASHING f)F(',K JOIST 1- A14MI-114t-D H A811i . 2 A WP04 q2 DOUBLE WQ01) BEAM OLLOW FLASHING WP07 2x FRAMEWALL-_____,__ TILE FINISH DUR0CK­- J# 1'4' PER PLAN 10 14" PER PLAN �1 01 SLOPE 4" 0 R 8" CMLI E9 (PEP SEAT DEPTH)- - _ FILL WITH NTH GROUT --- SLOPED MUD BED VINYL SHOWER PAN :4 1: 4 4 < GHOWPIR SEAT &LA I HiLki IiLti, I WL 3ARRsFR SELF -ADHERED FLASHING EXTERIOR r)OC)R W71-1 nFCK - SECTION A FXTFRIORSHFATHING V4'- V All Ar) OF CONSTR ADHESIVE TOOL APPLIED UNDER THRFSllI0t00FF)"ANr)RFTt)RN IJI I JAMU 5-, USE LIOUIL) NAIL 8RANL- ORrOtIft WrATilimpnont-CAUIVii ......... SLCIION-A (SEE ULIAIL SH F.Al RF1) F I ASHINI i 0 SEAL TOPS OF JOISTS UNVER DECWK; (SEE Dr TAIL, N"I 5;F! F-AnHFRFn FLASHMr-s FXTFRIOR DOOR WITH DECK 7-,', 7 J V SELF ADHER SELF -ADHERED FLASHING OUTSIDE CORNIER z M WP I I S WINDOW UNIT LA-�>HING REQUIRE NIIFN F, DOOR Roll OPENING SLOPE 0.3 in : 12.0 in R70.3 I ('%Pne.il �,tv­ior wa1s F.h,0 pr-ovicip hil If­,l oyterinr w,311 emplope Th*- c,I:t(,rir,0 (0,15 CrTI : 30.5 cm) include flashi S.Fr{ t"nn R703.4, ADHESIVE TO BE It: D UNDER 'SELl`"-A01`lERED FLASHING TI l 1011) Or DOOR AND RE URN UP JAMS USE LIQUID R703 1 1 Wa- n., r,;*)vr-.-:1ope shall be designed and constructed in a manner that prevents the accumulation of water I tr, EXTERIOR 14AIL bRANU UH 1KAJAL WFA "I� V* claddir 19 as required by P7103,21 ind a meatis of �#r behind the extei�oi PROOf"GAUI KING CEMT. FIN. Within the oval, by t)af, 14 dirailining to th:., ��xtedcr v�,,ater that pet ietrates te he xtenor cladding. BUILDING, PAPER > WI RE LATH P703.2 Watw_f#2'�L -'J�1" �)aj'rl Qne ��yer of No. ftvit. free fi, kc)let> �ind bieaks, corriplyl 126 fc)r Type I felt or other with AZ Fl. approved wa- appl`� studs or Sheathing of all extenof walls No, 15 asphalt felt shall be applied horizontally, S1111.11113111l . 1 with the Upp( ot Vess than 2 inches, Where joints occur, felt shall be lapped not less thai 6 . Lnche-s, Other appicived th#� water -resistive barrier manufacturer's installation insttuctlom. The No, 15 as )halt wate,, i letrations and building felt or other er; -es barrier matel 0��_, 1 L4�� tr� the tup (A valis. arid termil Lilt pe; RIM JOIST appendages :,iniwr to l the re; uiriumill 0. r t. -vj. is de��rrbed in Section 1. R703,7.3 Wa .-�arr�ers shall be installed as required in Sec4i�on R703,2 and, where Appliptl �r I _)ll al le dGe D p;a pet T �,heathing, st -a eqUiValil t( 1,2 individual lay��rs -t�had be imita0ed wdepenl _Ji.n I�v,,ef t;epafate corltiruQus piane. an,.' al flashing (installed in mum accordancev 11',,j T?70­� 'trcr f� ft_. _ '. !�Ie SELF -ADHERED FLAF�HING Fxcep ippl,- ' :,)vcr wood -basal shoathing, hns a %vnrfc­ rr­ei­*,.rl��,�� WP02 CEMT. FINISH SILLY !POTSHELFi CHIi1VlNL)i'SHUULDFR WP03 . .__ -1, '0 of 6 -r'110104t� Grade oape, an i, s p ra f he -tuc(.o by an Otervenin�, equal I h;i 7 d ; e a fed 1,0111 s substa ;csigned space. I1` RibSER�ZFD '4JBBERl/r.DASPHAk.T 7INSTALL SELF-AKA41ERCD NELULL) IN CORNERS ASPHALT ADHESIVE ADI IFSIVF eraWTHROUGH SELF -ADHERED R703.4 Flash nteta� flat�ung, vinyi fiash:fiQ Jj� 1fQ"fTI1.fTibr:ine!:, and fyiechall attachec ?Iexibte flashing shall be applied _�J� LA,k1l1iNIJAkL FLASHING SEL17.AWERED rt-AsHiNil :�l Al [� 1NlNl),C'rW shingle-fashil l %,r0fl­� thll4 'MIll fiashlog sha!i Lie resistant, Fluid -applied rile, (ribranes �,K L DL TAIL V6`0 1)�ywused as 1'.ash instructions. All flashing shall be applied in a maw, �ei to -rit ".r, • SCORED �r to tne building structural framing components. Aw� entry of wate j �e RELEASE PAPER 3 ha; c rip,yvvith AAMA I 11. All exterior fenestration products shall be scaled at the ;uncturc, wi In Selt-adhered I t l A1011 F P 11 INS i!%'� UILIFORL! Utl tlQ11.441L the building v 8100 or, ASTM C920 Class 25 Grade NS or greater for proper 1cont expansion and 1= PAll 10 L011'hV. ACIl A!� �07VVPQ 11 As ft-)r thft lype of Snafar�t rn(�mbranes il as contraction, i V�H hing in ply ­with AANIA I T �"i t� f,,r,�-fqiJ i:,xN11 'o."I w, Ihe sollace of Me exterior wall finish Ar,,plil t�d, ul�l I'luk THRFSH01 D shall be instaii.c1d,nt tl�c 6:­;F��,,-iing :cnnti,nns, 1.1,Ex t3 uxtenod to the surface cif the exteriorvvall e Il lie barfie; wrii.plylng with Section 703.2 for subsequent drainage. Mechanic -illy atta,-V-IE,,� flexible (lashings i_-:Z, In accordance with one or more of the slill AAMA 712 Flashing at exteilor ooridQvi an,,J door ovenlr,Q5 �;hal! be Install - folio tration -1 h�., fenestration I" nufacturel installation and flashing instructions, or for applications not addressil n the ten es instructions, in accomance with the flashing manufacturer's instructions. Where fla,,�ill inmirun.tions or details are 4 :V-1 I.-;e lr­,tailed at tV*l of f'.XtIlil WsI'I67y.V dclol- openrrjs Pall lla��Ill Zhall be sili or 6 to watf�irtc, the surfar* of the faxtenor wall finish i to the water resistive barrier for SLibseqtient 711 Oper) using pan flashing snili i ncor;�, orate fiz�shing or protectton at the head and sides. 1�2 1,2. ill oift lint Sashing dIl or irn��,thod of a reglsteril design professional. 1.3 1.3. In * :iph ol�'of aopic.vcd methods. SELF -ADHERED FLASHING t-'s � - �­ -D F iAP&Dtl 400, V 'PC' 6 1.4 in e .'4v',AAPAA 200, FMA/WDNIA 2510, FMA��AANIAI WD%1A VVIP05 INSIDE CORNER V I-) 2, ZAt- -nasonry construction with frame or stucco walls, v.,iih pmlic,'_­i-i� --in both slides under stuc. 0-tGround-40 3. 3.Ur or rreta� ccipings anal sills. 4,4.Cc­l1tl�­o rim t;n "I v.oail or flonr assil ni 5.5�wll > 6.&At EP 0:1 LRNL"�* _ADHERED 7 7 At Virt W ter Res t s nt Bamili -ADHERED FLAI)HINI53 LF ITCH l f LASHING r WP08 %> < T ­ Lath slued, ;4 .4 FoufWation Walt, 4, 4 4 FOUNDATICiN WEEP SCREED S I RliP 01- SAI UI fAfNo%(X VL ANL VVI W I/ (I 60NDUREAK011) S1 VVRAI,,,')I:l Wl ON I G T) IF VF RTi T(, TOP OF I-LAN(A. AS AN AIR ........f iNCHI-LANGE Iflt PLASTER STOP i"I'MIS "i'vP IS A RESULT OF NA$Il �7 SHMNKAGIl r. At +N I tNi p(W.X K,*eCK l,' fCYON`;t A, AN! '14, IL X 04t COPLAJI!; r C. ALCLSSORY �A� S(if-FIT/CANI[ILLVER WP09 LEGEND tic -­,4 IL I ILE) F LAISHING (SAI') DFWNAGF PI Al (OP) WFATtI1711 RES.1l I SARRIFR (WRA) FX)NDARFAKV.i , i r an r rURIbl (.,4) 1 ikh t P4 ASTFR Aff:17SSORY I Nrff-ATHMG.'OW,PLYWOOO lli?49( -SfRU'l FRANING ---- 5AF _-DRAINACIF Pt ANC Vil 'LAS I E 1"' Ar :ONTIiP.W ski$ UM-1l W�r, Sil ALAN :EMENTI`Illl FINISH I riLSEIDETAILS ARL G` NEF-1,1C AND MEANT TOES[ iOVV GENERAL FLASI I0 ING AND VVA I LHPROOF fl(.� ME I [101BEUSED. L), 4­0 0 L) (D _0 0 CL 0 = m -0 2 (9 C13 0 C= 0 0 Il .0 - U_ CU C> CU CZ > Cn (n cu 0 Co -4-0 CL C: C/) OCT 2 ual Review *,tans Review ss' . st, Inc comple r compliance d and P roved with the a by Debra the K 020 FBC 7th Edition hr PX2300 roved ^Pd 218" Cement Pfastei �Ililt in accordance with A 'I'M 6 F0 backed metal zx Fell kil (UP, m%Ah ASTM('106�`3 L , I % Uvilding Paper 1/ 16 'a 1, , 7 Weep Screed Weep Scfeed Above Rct')f f,istzilled As Per Cernentificus Cement Decorative Finish in accon: with AS'll A0 Ovel, WU( flow teed to be noter i and caulked all ; ;' � !r butt iwits need to 101 "try! The Uuilding paper and metal lath must be; eed �nslalled overthe topof the III scr Plastel over, block. WELI 'CREED r)FTAII. ScALF: NOT TO Cn C CU > 0 C:L CL C) 0 C U6.111 z z < CL SHEET WP1.0 <6P-s3�2 tenor kor.e� Rbtwit J�wt- S4, N, LO Fi�� ,a58os�F+ 3bS`�CO A. 10