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HomeMy WebLinkAbout36588 Smithfield LnP jk L, 0 ABBREVIATIONS ABV -ABOVE AFF -ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING READ - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES SIR - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF MM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I E = STAIR CALL OUT = FOOTING CALL OUT - SEE FOOTING SCHEDULE 0 = KEYNOTE CALL OUT PRE -CAST LINTEL CALL = OUT - SEE LENTEL SCHEDULE LEDGER CALL OUT - SEE LEDGER SCHEDULE HEIGHT OF 7c� _�zo_ STEP DOWN STEP DOWN CALLOUT 1 CARROW SHOWS DIRECTION OF VIEW ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <---ELEV NUMBER 4 A15 2 SHEET NUMBER -ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER Al SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al 0 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE PORCHES AND BALCONIES CHAP. 3 HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS` PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5, DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2216 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L, M ELEVATIONS INDEX OF DRAWINGS SHT NO CS Al A2 A3 A4 A4.1 A5 A6 A6.1 SNO SN1 S3M S4 S5 S6 SS ST S11 S12 PA1.0 PA1.1 PA 1.2 PA1.3 PA1.4 SH 1.0 SH 1.1 SH 1.2 SH 1.3 SH 1.4 SH 1.5 WP 1.0 TITLE COVER SHEET FOUNDATION PLAN 1ST FLOOR PLAN 2ND FLOOR PLAN ROOF PLAN 2ND FLOOR FRAMING & ROOF PLAN EXTERIOR ELEVATIONS 1ST FLOOR ELECTRICAL PLAN 2ND FLOOR ELECTRICAL PLAN STRUCTURALNOTES STRUCTURALNOTES FOUNDATION DETAILS FRAME WALL DETAILS ROOF FRAMING DETAILS WALL SECTION DETAILS RETRO FIT DETAILS STAIR DETAILS PRECAST DETAILS PRECAST DETAILS PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL PRODUCT APPROVAL HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS HURRICANE SHUTTERS WATERPROOFING DETAILS OCT\/RA 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and appr4'61- by for compliance with the 2020 FBC 7tDebra Anne Ktahr PX2300 C il NOTICE TO BUILDER & ALL SUBCONTRACTORS Ift— IT IS THE INTENT OF DESIGN PRMTRftNAL LISTED TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N o 04 o o L0 5 � Q "wlzi w �w O meµ., w 0 z Q E W M NCn V'- o 2 a -2O V/ O LL_ o Q •Vi f, W Q" n V N C E� L a LU W LLJ W w W F W J W2,0 O LU � Q x2Q_j ZO O !Zz jQ2 Qcr�OU) �0 Z) QaZLLz2 �< C< 0woLLpoomZW ZW W �Q j 0}J Zo- WWDZWO Qow 2�-w 2YZQQ �0<QO Q W 0 Oo ' oQ 0§ Q 0 Q LL LL 0 O Z CV O� U) ti OF_:coc) Q ) M L0 2 U) LL ti I—WM oo zv< W W J O CD (20 Mj d' t N N N N N a o 0 0 N 0 N 0 N r- N N O ® W O CD0 O N O 1 Z 0 WO O O O O > I m_V Z ~ Z Z W OQ }� ♦J W Z Q U WOO ()V� DZj -0 O o�Q ,O Q Z a�a l� I— W a r-_I = m r- w N z00 . W�� Q O ZWO Q () a_zw z az F_ Z �� pU ow Z z z z w W C) � o LAST PLOT DATE 0 ® _I COVER SHEET 30'-0" OVERALL 13'-0 1/2" 6'-0" 10'-11 1/2" 4& 4'4' 3'-0" 3'-10" 3'-6' 3'-5" 4'-3" 4'-0" 4'-0" 40 A 4'-8" ►U- o 1)" 41, HB a r E.LEV (-) TS3 7 C B 1 r 13 130 ry 13 ❑I 13 Io a n I — 1 I ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) I l • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER 13I 6 9'-8 1/2" • MECH. COMPACTED FILL TO 95% OF I CD U J MAX. DRY DENSITY I • TREAT SOIL W/ TERMITE POISONING OR I i iv BORACARE TREATED LUMBER IS AN d z 4 ALTERNATIVE TERMITE PROTECTION TO �_ - cn SOIL POISONING (TYP) o `o U I �___� 13 in 13'-10" 16'-2" I 13C.J. I C.J. B oo I I O io I ao ® / �/ I B I d i I ll 9'-5 1 /8" I I ELEC/PLUMB I GG CONTROL JOINT i— ��\ S3 — — — — — — — — — — — — 7'-3 3/8" d I \ \ FOOTING \ 13 1- m I z I (4) STUD OI COLUMN W/ (S) C Q I oLo U _j I HTT4 AT BASE D j� ❑ d _ 2'-4 7/8" I _ O SINK zI M z I I 7 N O rn p K q 13I Ui (00 S3 Mo T GG ELEC o e ��---- N - --1I --- -- - ---- ----------- �______�__WH= ==` I13--- ---- ---- ------13 --zJ� -III,IIIIIIIII w 10 I G d 11 S3 CC ELEV 8 ° (-) 0'-4" oo Dz IIIII oIo O�O� ❑ IIIIII 7/8" i of'-4 I ��I oICONTROL zo � JOINT ----- -----§ ' D co � SEE DETAIL D/S3 N 4'-1 7/8" FOR FRAME WALL FOOTING co B TO CMU u CONNECTIONS Q❑ � ddd 1313 I_- C?`'' 17 °O 13U//- 8" 1„ 4„3'-p" 4- oo M A A IT Q C I d 10 13d❑ oO J ELEV (-) <0 0'-3 1/2" 7 5/8' _ U- 1'-4" 3'-8 3/8" 2'-8" 16'-0" l'-4" U \ � 00 a 4'-4" 5'-8" 20'-0" 30'-0" OVERALL FOUNDATION _PLAN (ELEVATION B 1 /411 1 1-011 0 0 N FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R = FILLED CELL W/(1) #5 VERTICAL 19 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS �= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1/2" DP X 9 1/2" WIDE RECESS 2� NOT USED 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN 66 REF 7� WASHER W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING O THICKEN EDGE 8" x 8" DP (1) #5 CONT. O MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. N N 0 �3d Lo 0 co 4 ,z y s w .�' o w o z a >o� ° L ' C �O M U 70 co N � vi U Q M t 0 2 O 2 o T�1•� O E:o - Q V—/ U O O -5 it w Q u- � � W 0o E ri 70 C) rz, a�-o a -o �F-a W �w C W0E- F-Q � _j w�~zOf Q Q U <oxQJQZw�00ZLL0pO�0 d(n0 ,'OEOomgZ¢U a 0 0 o Z _AIL ZY0LLJ ZZ�' pwc)u Q�_< w -li U) F-gwiD2C) Oo � �Qz�< LLa o QLL if O O z N Ow (n O o FM O Q Ln 2U)LL_ti Ill 0- co co z V W W J O O J I I I O N O O CN 0 N 0 C)0 N N 0 N N N �_ O_ N O C)� _O O C)C3 r O N C) Z O NLo W o 0 0 0 0 l I > N � cr coW }~ z Z C)Q W z � T U WOO_ VU� V/ � =)zj O O�- Q z a�< m r w N �O N z°� QF-:D < O zw0 Q Q 0 a Z u- z �z z OU p m z a z W W J Cl cli O LAST PLOT DATE • July 21, 2022 Z O I MONOLITHIC FOUNDATION PLAN B c 4 a 30'-0" to OVERALL 10'-6" 7'-3" 12'-3" 13'-0 1/2" 6 6'-0" 1& 10'-11 1/2" 42" X 42" A/C PAD, SEE SHEET SN1 FOR A/C UNIT HOLD DOWN 3 1/2" = H B co iw 00 M 00 i SH 25 LO oo i "� HDAT 6'-8" r- °' �. ����i�i►i���i��3.�``�i�i�i� �.1 _ L.204IM!,i`It!��i�►�i�:��i�:`ON1911 � �� .• -I_N '4' ►�� DPSH ®�.PANTRI •• LO �i��.. LINE GREAT ROOM �1 1 8'-8" CLG KITCHEN ,►il ►�� 2x6 KNEE 8'-8" CLG �� �lWALL TOP • 34 .DISPOSER < .� 00LO • �r hIT HEADER !II� , . �! fa % ►r►i ►12x6 WALL I..II \/ �� -�.I,,�,�,�,�,�.�,�,�,�.�,�,�,�Q,��,�,•.�,�,�,�,�,�,�,•,�,�,•.•;:.,•�4�,i�.�,�,•,�.�,•,�,�,�,•,�,�.•,•,L4•,L•,�,4SS�.�,�,•,•,SSA.�,S4•,L•,•,4�,•,•,�.�,�,5•.•,�d.�,�,•,�.•,�,�,�,�,•,�,L•,SL�,�.�,, � � �.�.�.�,�.�.�,�.�,�,�.�i�.�.�.�,•,�.�,�,�,�.�,�.•.�,•,�,�•, (2) 2X6 Q/S4 IINSULATED 20 MIN FIRE WALL RATED DOORWI 1,=.1 ••'HEADER WEATHER STRIP 4";BEARING r INSULATED PROTECTIVE BOLLARD •� ®WALL -BEARING .< ►: I ����� imp •� `�� ® .. ... CLG .,� LOW WALL LINELINE ►� I © •�FOYE,R GARAGE �� IN .• EN POSITION - FOR 1,1 .-FRAME WALL TO CMU �i't'(► — �i?��'i� 1 ICONNECTIONS r r\16070 �i ► LINE FR • •• ABVT 1 16'-0" - 10, 1 1 I UVLKALL FIRST FLOOR PLAN (ELEVATION B 1 /411 = 1 1-011 •7 5/8" ;7 5/8" ;7 5/8" z W rn =m J W � w �> H.B 0 i IT TIE BM AT 8'-8" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. 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 R 4.1 HIGH PERM, 1/2" GYP 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 Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA N N O N Co N 0 0 Q z W O 0 W Of 0 z a F N W L U M ty Gi U -a_ W L O Q O � o ` O 0 � Q .nN\ � w O� � � W L 0 EM 0 rz, C)� F a -6 W W 0ui �-< Uj Wpm W �. o'aF O� 0 Q Q U 0 5_ J ��o W p� W LL V O o J-- z���z2�ola< F— CYW�WOzpWOOmzz)1U d U) W W W a J O Q<< LLJ<- wzO���Oa_ ILL OW O� 2�� �Yoaa a o oaQ<W LLa O LL STAIR MARK RISERS TREADS LANDINGS TOTAL RISE �A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 00 z N SQUARE FOOTAGE: O Z). 5 t` AREA PROPOSED > (n O FIRST FLOOR LIVING 930 C) I- M O SECOND FLOOR LIVING 1287 Q (11 M TOTAL LIVING SQ FT 2217 LJL ENTRY 54 Q W Q Ln GARAGE 401 � W M TOTAL SQ FT 2672 z < 00 W 2 INSULATION REQ. z v zz� LOCATION R-VALUE / TYPE W EXT CONC WALL R-4.1 HIGH PERM W J O O EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 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 �� CD CD CD 20 37.6 -40.5 37.6 -48.6 T N N N N N V/ r— C%j (N Co r 50 35.2 -37.3 35.2 -43.7 C)00 CD N I C. o C) I 100 33.4 -35.6 33.4 -40.5 ' Z O GARAGED 30.0 -33.9 30.0 -33.9 of Lo W o 0 o O O I I 00c / ZH Q Z C)� zW -� OCT 2 8 2022 (� 000 oz> ■Q O o�0 Q Z wa �— �- W _ Q Virtual Review Assist, Inc. r-I Mew Plans Review completed and appro ('V �_2 for compliance with the 2020 FBC 7th Edition zoo by Debra Anne Klahr PX2300 N >_ Qo= W CL >_ 0 Q O 5WW V W Z az �z OU j O 0- z z W J O LAST PLOT DATE O • July 28, 2022 Z 0 J 1ST FLOOR PLAN B A3 TOP T 18' 0 ao O.. T oa r Zo LINE OF ROOF 30'-0" OVERALL 2'-10" 1. 10'-6 1/2" SH 25 HD AT T-3" SH 25 EGRESS HD AT T- ' 4" 15'-4" OWNERS SUITE 15'-4" X 14'-0" - 8'-0" CLG zo N M LO V='^Q N l \ T o m LOFT 13'-4" X 10'-8" 8'-0" CLG H H FEl M H u�imp "10 ♦�I'� w 1 �! I 1 �ee1 • • • _ .. CN 16'-7 1/2" .• N N r •.. 1 N N N, w TP AHU 1'-11 1/2" ATTIC ACCESS 7TB N 0 I I —1 R&S SHW HD & VALVE 60" x 36" SHOWER PAN BEDROOM #5 M C) N 10'-0" X 10'-11, M U) -RETURN 8'-0" CLG N r` AIR BELOW Q W Oil] a:R� 0 5'-2 1/2" 5'-1 1/2" 4" (2) 2068 BF R&S R&S (2) 2068 BF BEDROOM #4 10'-1" X 10'-7" 8'-0" CLG b BEDROOM #3 5 11'-4" X 9'-8" a 8'-0" CLG ZN 3 t0 r (0 i N 8 3/8" T-3 3/4" 1 V-7 7/8" M 2'-3 1/2" 1'4 1/2 10'-4° 01 d � I BEDROOM #2 SH 25 I m 11'-5" X 10'-8" HD AT T- " I I 8'-0 CLG EGRESS (0 i? CD 2 11 N oo I I N d A3 — —� — -� I N (2) 2X6 HEADER R & S SEE M/S6 - TYP. 2ND FLOOR WINDOWS I SH Zb SH 25 H D AT 7'-3" H D AT T-3" EGRESS T-2 1/2" 2'-9 1/2" T-2" 7'-2" 10'-0" 5'-8" 14'4" 1 10 30'-0" OVERALL SECOND FLOOR PLAN (ELEVATION B 1 /'T11 = 11-011 MU) N W U) Q M W 4" CO r SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 3T6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 -33.9 WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) LOFT RAILING ON OPPOSITE WALL - PROVIDE BLOCKING AS REQUIRED 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. NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. �—— — — — — — — — — ENGINEER \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL \ PWDR \ BATH I = ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -- A3 STAIRS SURFACE AND ANY — W SOFFIT PROTECTED ON I11 O THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR I 302.7 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION LANDING AND DETAILS STAIR SECTION 1 1211= 11-011 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 101, 1" NOSING 6' RISERS CUT FROM 1x MATERIAL TREADS CUT FROM X__2: MATERIAL (3) 2x12 STRINGER-- / STAIR DETAIL NTS V V `OCT 28 Virtual Review Assist, Inc. Plans Review completed and approved compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. --_ 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 10d NAILS AND (8) 1 /4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLANAdk _ T/WALL W O z W W 07 NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4 WALL SPLICE DETAIL N.T.S. 11 ]N :A '� CN W � 0 ^ M U M.10M N N V �_ C c-) i L O O O Q —= .N C% w Q� 114 c W L p E ri .9) 70 C f— 0 N N O N 00 N LO 0 00 u') Q z W O 0 W 0 z Q OwP w -1 w W�'o a H � � � Z � Ur W �¢ p Q Q w U 0 0-, 0 dWE_zQ CYW�fro�tmD (nww_i W LLI���Q7 J cnU' Z Q�Q°WQ�ZWZ020oa ILL Ow err �YZQQ Q OQ o 0 oQ � �QLL l0 O z (NI OLLJ LD i (n O 0 cM rl- Q J � U) ti 00-0 M M �CL5 00 zv� W z W J O O d' O N CD N CD N N N C) N C) N O N O N O N r- _O Co N — O N O_ O N \ O N C) Z C)O C) O NL0 W o 0 0 0 l LO > � N N CO �1' Ui � M }~ z W Q z C)z� O tW1 U o W o UUc5 zj LO -0 O OF-0 Q z aofa �wQ T'I = 01-�2 m�W N O N ZO= QED Q p U <WW -Jz� z v, Q z U J 00 z Q z z w Uj J V_ LAST PLOT DATE o O July 28, 2022 z _I 2ND FLOOR PLAN B GENERAL NOTES: r ROOF PLAN (ELEVATION B. 1 /411 = 1'-011 U.14 * 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 I2ND FLOOR ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. 1300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1190 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 11150 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 SO. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT \/7 A Virtual Review Assist, 11 Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 a� �J U) E W L -� r' � O 0 iN N %�' v N M t d C C i _ 8 OP L _p u- o O 2 o 0 � Q -.i .N u6Iq } V w Q W L 00 CO 70 C; t-, O� N H a 70 N N O N T N Co1.0 co Q z CW G 2 O W z Q w0I_ W _j W2_O Y Z H x � � Z X Lll ��- J W O��� LL 0 0 0_j 0 Q Q U 0x0 ZXLLOZgo F- QQ I- oWaLU W70 oxOfZD ZwLL°U' - <WT)o oILJ<Qzz�W �YQLL OZQQ OLL Q 0 C)<Qof O O Z N OW S2Zti 0 cM O Q w tM [�- Q W p— Q Lq 0- cM ZU00 H W J O O co A IT �� V O N U-) L pp � O-If--+ m O T� Q z O m W NNE INK N N N N N O O O O O N N N N N Q N N O � O a ( N I I O � � O O RENNNEK rl N LAST PLOT DATE Z� zz Qw z 0z W z C) Woo UUFn Z)z> O o�0 Z a�a = W= O m�� °moo � o� O <zLL (r az � � R6• a a �► Q z z W N 0 0 1 zo N Fo co r rn 0 �t 30'-0" 22'-6 3/4" I. T-5 1 /4" R= 6219 FT2GE / R;-571� F1 II II II l� F Q A 2VT77 -_ Do II II J J 0 I � J UL it I j I � i 2 (4) STUD C O\__j UMN S4 R= 6736 R=6219# 1 I I H W I I I 6-9 1 /4" IF II Q :_nc� .ley:?c`f` :"-i•�?:�_' I cli 4 h t, 19 LL F _1 r 1 FT7A r 1 r 1 1 r 1 r 1 r 1 r 1 r FT7 FT7 4'-4" 5'-8" V-8" 4'-0" 6-0" 2'-4" 6'4" 5'-8" 14'4" 30'-0" 1 SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B 1 /4it = 1'-011 1 m 1 001 0 Zo O zo T CD LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED 30--0" t") LO ycij U U C� O KEYNOTE LEGEND KEYNOTE ANNOTATION 1 BEARING WALLS O2 A/C CHASE O3 22"X36" ATTIC ACCESS O4 STAIRS AREA LO Cl) U U C) CJ1 E. 7 CJ1 o CJ3 CJ3 0 I 1 ti ti CJ5 CJ5 A7G U=1020# U=1020# A6 A4 o 1 A3 0 1 (V 2 Q I o 3 r; v A2 0 0 A4 A5 U=1225 # A8G CJ5A 17 O I� I CJ3A 1777 Lu EJ7 O CJ1A Q co U 0o ' U U m d' I, 00 B3GE -1 o 1 � o 10'-0" 5'-8" SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' " = 1'-011 1 /4 REFER TO ENG. PACK FOR CONNECTION TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES HEEL= 12 FIELD VERIFY � PLUMB CUT 2X4 CT 2 8 2022 VR/\ % Virtual Review Assist, Inc. Plans Review completed and approve' th th 2020 FBC 7th F�iitiov 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. LABELED END MARK HANGER CHART la'r compliance W1 a, y Debra Anne >ttal�r 1'f(2300 a e H U S 26 (SIMPSON) REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 �J O CJ3 O v ti LO CJ1 Cl)CJ1 U U V-0 5/16" 2'-0" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING U V-0 5/16' 2' TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 106 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60' Spreadei 60 degrees \. .l or less 1/2 I I 2/3 to 1..2 line I span approx. Ta line r span appro;. REFER TO BCSI -B1 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WILD SPD/TYPE= 145 E3LDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 `1'PI 201 4 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = do PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. r LOAD# DESCRIPTION INIT. DATE R/01 NEW JOB GBW 07/23/15 RA01 LC8 RDP 11/05/15 R/01 COPIED N320559 MADE NEW MODEL RFS 8/23/16 RA01 REV FLOOR FRAMING RFS. 11/25/16 RA01 LC9 JTH 12/12/17 RA01 CHANGED HANGERS TO SIMPSON RDP 03/12/18 RB01 REV. FG1 WEBS JRH 3/5/19 RC01 REV FLR RE's HMT 11/29/19 RD01 REV. FLOORS PER REDLINE JRH 8/25/202 CARPENTER CONTRACTORS 0F AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PHONE, (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECTVARIOUS MODEL 9-21-6 CCA PROJ/MODEL/ALT A2/ 221 6B ALT DESC OTC: SLOT BLOCK: DESIGNER PAGE RFS DATE 8/23 16 LAN# SCALE N3292 32R 1,111111114 "-1' N N O N LO O • s w U') $ kj � p s AA Q W �. 1 2 Iw < O V p W z Q LO E �� O \ L ,> � V)M N V -0-0O� co r1 w _ CO E i O C O 2 o Q t U��41, V) V Lu Q :;� a)L co E ,2) W �L v; zFO�- O�~ Uj Q 0' Uj _j ofq~ w Z J�X o° nn- ooQ�aQo�mlla U)E Cf (nWn �Q W zWW0 ZV0_ O W �0oQQFn z2Q1QO YZLL ZQQ OX 0 oW o �Q LLQ O 0 Z CV OLjj 14 U ti () O z Q M L0 CL LL 14' CM Z V Z3: LU O 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O O O r 0 N o N I� N N N N Q,N O N ® O CDO O o N O 1 1 Z O (y Lo W o 0 0 0 0 1 I / � > N M V' L6 ' C M V) }~ zz W Qw A—'1 O W z 0 U ozz WOO Uzi:) 5; LO -0 O ono Z aWQ- � F— WWQ = m�W N z�O °� W�� . . M Q O zwo O U WLL Z z a az • O 0 Z z z Lli_j � o O LAST PLOT DATE • July 21, 2022 Z 0 J 2ND FLOOR ROOF FRAMING PLAN B ROOF FINISH ROOF FINISH PER ELEVATION PER ELEVATION 12 10" PAINTED RAISED �12 4 PROOF SHEATHING MANUFACTURED 15 ROOF SHEATHING MANUFACTURED 4" 2' 8, 04 STUCCO BAND ROOF TRUSS ROOF TRUSS r# 4" 6" 21b. FOAM EPS MTL DRIP EDGE MTL DRIP EDGE �� - p 21P _ N - N `D ALUMINUM WRAP 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT 1'-0" ALUMINUM SOFFIT 60 11 N 2 112" 1 1/2" 2 LB EPS FOAM NOTE: REFER TO STRUCTURAL SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT SMOOTH FINISH DETAIL SF01 SHEET SS FOR SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL ATTACHMENT DETAIL ROOF O/H DETAIL ROOF O/H DETAIL BRACKETDETAIL CORBEL DETAIL 5 6 7 $ 3/49— 1 -0 3/4" = 1'-011 3/4 , = 1 -0 3/41, — 1 -0 2'-8" � PAINTED RAISED TRIM BAND 4" 6" PAINTED RAISED (o TRIM BAND 4" m 0 N VSCORED 2" LINES 4" PAINTED RAISED Zo TRIM BAND 2 LB EPS FOAM SMOOTH FINISH USED WINDOW DETAIL WINDOW TRIM DETAIL GARAGE TRIM DETAIL 9INOT 10 11 ,DOOR L2 N.T.S. 3/4" = 1'-0" 3/4 = 1 -0 3/4 — 1 -0 �) .o�I■III�I■1!IG�Irlll�ll;... 1, ..irlilll�l■Illm�ll■t�lllr" ELEV AT 18'-0" SECOND FLOOR CEILING PAINTED RAISED STUCCO BAND—, 7/8" STUCCO OVER PLYWOOD — CASING BEAD W/ WEEPS OVER FLASH I NG� ELEV AT 10'-0" 11-1 SECOND FLOOR FFAk - ELEV AT 8'-8" FIRST FLOOR CEILING WEEP SCREED PAINTED RAISED STUCCO BAND—­� 5/8" STUCCO OVER CMU ELEV AT 0'-0" FIRST FLOOR FF FRONT ELEVATION B 3/16" = 1'-0" on NEI son son on If•Nl Monson WEEP SCREED No �m �.� MEMO a � 4' OFF RIDGE VENT OIL, IFIIIF111111;711!1111111 12 ..1�1■111�111�1■III�I■I�1/(�1/I\... ...111■11111■111■I■11111■Illr(■1111i1�111I■III��, ��1�11■nlmlllmnlmr11�I1111mI11�I■Illrl■Ill�i.._ mIII Ilk. 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T-4" 8'-8" L 8'-8" 8'-8" ELEV AT 10'-0" 12 SECOND FLOOR FF `. 4 ELEV AT 8'-8" MID -WALL FIRST FLOOR CEILING 2'-0" WEEP SCREED 00 Zo ELEV AT 0'-0" FIRST FLOOR FF LEFT ELEVATION B 3/16" = 1'-0" r\\"-5/8" STUCCO OVER CMU NGLE ROOF Al 12 ` 4 I I M 12 C.J.41 T-4" CASING BEAD W/ WEEPS OVER FLASHING OCT 2 8 222 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 2th Edition by Debra Anne Klahr PX2300 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING- JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICAL LY 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) N N 0 N L0 a P ( R qq yyyy Q z 6< 0 w 0 z Q V) N LO F 1- 10 _� L 11 o M N (Li V) ■r N V M j� =o o Lo ono a Q U " a — .0 6 U w QN L �n W W LLI Uj W Q F- FF � _j (If zz� of O0 0� ct< LL 0 0 00 O Q Q U J< :OpQz�W0-z20OFQQ o o 0 J O U) W W z 0 W rt m 0- U) W W � Z U Oda LL Z -J ¢<WQFzWZO O W F F 8 Y Q z Q Q 0� 0 OQ � LLC O FQW O O Z W 0 (n O Z 1. = `M Orl- < U') U) �U)-ti f -- 0- 00 ZQO V W W JQ O d' I I N N N N N o N 0 N 0 N 0 N 0 N o .N- O_ N O o � \ o _O N o I I ' z O NLo w o 0 0 0 0 l LOi N M 4lC) VJ }F zz Qw ® -1--� W z O_ O U W O 0OU5 0zj 0 O�0 � ! Q Z W�a � �-Q r—I = m � W N ~ N o zo! W W 0- 0 zaf0 O LL �zLL z °z LI) < ry J OU O� z z z z w W J 7— T_ o LAST PLOT DATE July 21, 2022 Z 0 J EXTERIOR ELEVATIONS B 0 IMIC Pl!'% A I A I C11T I i I L------------------ J FIRST FLOOR ELECTRICAL PLAN (ELEVATION B 1 /411 = 1'-01 1 METER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.L PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 001 #15 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts 00 #10-2 copper to WH 00 #10-3 copper to Dryer METER 210 or 4/0 SER Alu MAIN C 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS Virtual Review Assist, Inc. Plans Review completed and app&Ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL. - INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH r SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET ih TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o z I- S r� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED 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 ems-- SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -.O PUSH BUTTON FOR GARAGE DOOR OPENER --o DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL {A} CLG MNT LT FIXTURE CLG MNT PREWIRE - FIXTURE BY OWNER HC SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: TUB/SHOWERCANS ND OPALEX - ALTERNATEMAY BE 41 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 0 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 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-48DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9724:P 24" VANITY LIGHTING rm—=36:;FP 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Cj EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION �.J ELEC PANEL VACUM OUTLET AT 12" 14 CEILING RETURN AIR ® 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. p s a� .6 W' 0 E U N P (7 M 2 O 2 o Trn�1O0Q �� a)t U �^V`i 6 � } f' W Q� w W L 0o Eri iD 0 ULd 0 w WF_ W J W2 0 Q°XJZOf T Q awl_ oZ�oo°ao (3u�9ozoE00conz COW OfW(nW W W(n0�Q= J Z QLL pw�2�U)Z�Wo2o�Q o� s � oQZ9Q LL Q O Q LL O Z N OW F- U Z) f` � Fz ce) a Q CO� qq- G W LJ ^ Lij Lq F-Wa-M Z U W W W O O d' I I I I I I I I I I I I I I I I I I I I I I I 1 N N N N N C) N 0 N N N 0 N O 0 N C' T CDO N N I I C)00 0 0 0 z O N� w o 0 0 0 0 l I LO r N M 4 t.f) CO w }~ Z W Z C)Qw a_j 4­0 W Z mo U WOO �C)�j �z> O ow- Oi._0 Q Z S- aWa 1 F- W m w (V N � ono ZOO W F-::) ■ Q O ZWO 0 V z z a xz Q F� U J O 0- Z z z z w W J V_ o O LAST PLOT DATE • July 21, 2022 z O 1ST FLOOR 'J ELECTRICAL PLAN B 0 SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /411 = 1'-0" ELECTRICAL NOTES: -I 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS. WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO 5E 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. Vsittual Review Assist, Inc. piaos Review completed and apprs itt compliance with the 2020 FBC 7th by Debra Anne K12bf PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED WI EDGE OF SWITCH r SWITCH- 4 1 /2" DOORJAMB DUPLEX OUTLET co TRIM---o O BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE <!� STRUCTURED WIRE OUTLET 6 SWITCH AT 36" co 3 WAY SWITCH AT 36" -cam 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -fl DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE <BI}- CLG MNT PREWIRE - FIXTURE BY OWNER + SURFACE MNT FIXTURE }- WALL MNT FIXTURE NOTE: C TUB SHOWERND OPALEX - ALTERNATE CANS MAY BE 41 " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER Q 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR Q SMOKE DETECTOR =U-18= UNDER CABINET 18" CS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT S-=24:;g 24" VANITY LIGHTING FF,-- 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (j EXHAUST FAN p� DOUBLE FLOOD LIGHT W/ COVERS AND C5 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR O CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) 12KT MASTER STATION _ffiiZ3 ELEC PANEL E] VACUM OUTLET AT 12" 14 CEILING RETURN AIR E3 A/C REGISTER OTTj THERMOSTAT rM 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. ,1 1 N N 0 N N iz Z. WW W Of 0 z Q ['0-E -� M N d v U 2 i p 2 O 0U Q Q '(n V W a� y W L O� E� 5 0 ^ O� �i-a -0 V W w o� W W: �O H Of.� W' Z it �0�JQOQ"fQwUO2JO Q r I- I O O J Z� 0 Z 2 0 0Q H Q Q F- cy O Cyv)OEWozo0'oomzZ � W W — W — � � (� EL In W W (A x J Z LL ¢FQp�QozWZOUj0oa OW �F-F >wz Q O 0 -a E Q Q w Q O a W O z W OI­_ U Z) ti M � O Q U) M U� 2U)�ti W < � W M z O Z V F- W W J O O O J I I I N N N N N o N 0 N N 0 N CD Q O 0000 CD O o N o N o , z 0 N� W p o 0 0 0 l LO' N co � 07 CO V J zF- W Q Z O }, -+� W zw T Q C U WOO VUF / ozj_ L O 0�o a z aWa W �a m-W N 0--,0 o� W 0- QH� ■ ■ Q 2;� ZWLu O af z Wz �z ® 0 °- W Z z z � J W o 04 O LAST PLOT DATE July 21, 2022 Zo J 2ND FLOOR ELECTRICAL PLAN STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY 1 OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIB'_D IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 145 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 + W L 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPCNENT. 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-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT T C G N L GNMENT ARE 0 BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7. 4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTiONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinklersysterns including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be. installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - Concrete overpo and mortar along the foundation perimeter must be removed before exterior soiftreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 145 MPH WIND SPEED (ALLOWABLE) 112 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: CONSTRUCTION TYPE: 5B (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 145 MPH GARAGE DOORS (V = 145 MPH) SINGLE 90 DOUBLE 16x7 + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. + 29.85 PSF/ - 39.97 PSF (END) U.N.O. + 26.28 PSF / - 31.49 PSF + 25.17 PSF / - 28.78 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8,, DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SIM \PT\ -A Virtual Review Assist, Inc. Mans Review completed and approve ' for compliance with the 2020 FBC 7th Ediiion by Debra Anne l(lahr PX2300 N N O N J HrS CD 07 LO k �a W Z 10 0 Ln MN 4) V n a 0 E�� M 0 u o 0 °E:0 Q s u�� •V) t LU N >` o Em .0m a ) ILLI W Ur W pLLI rn W 0~ F- Q � _j 0 a< ZZ W OfO=_JQOQWQW000-0 Q Q U UJLL-Z�QOaZ LL _j OOpOW�W�Qp12O awo 0OZ pw0w0 zzQOW aQW�Q .WLL W o p ES Z < O LL Q 0 a LL O O N Z 0� o p I_ co QcoML0 U) - 1.1. Q W Q Lq I- cM Z 0 W W LU J O O I I I o 0 0 N 0 N N N N O 0 �o�- C)6 o z 0 NLo W o 0 0 0 l I I LO > � N M d' 00 w Z Z Z W C)♦J }� W Z Z T 0 U wazz oo VUFn V/ �Zj -� 0 00 Z of of < CL of �- to LU WQ T� = Cn W N 0 F- 2 N � O °o= W ■ O Q 0 Qwo %- C:)U 0- Z ,`'• Z d Z (/) i Q H U _j O O� W Z Z N S 0 Z LLJ W J O CNI LAST PLOT DATE Z 0 STRUCTURAL s -- DETAILS THIS DETAIL ONLY REFERS-) 70 THE DIAMOND-M'SH EXPANDED METAL LATH ATTACHMENT. WALL SHEATHING METAL LATH --- X F_4, L 16GAx1-V_" LONG (31`,4%" C'OWNi STAPLES �W 6�" 0�,C. VERT BETWEEN 16GAxi-l! LONG i,3[4%1` STUDS kNOTED -1 HUS. ROO/N) STAPLES �!4� 6" C) STAPLES BETVNlEN STUDS AS SHO'�Afl C� 'VERT It-,ITO STUDS (NOTED THU&� METAL LATH ATTAUt-71MENT DETAIL REV. 09,24.21 SCALE: 314" = V-0` 7 0 4DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 1­3�` .1 LATH - 'ONLY APPLIES TO LENNAR TPA/JAX+* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HIORIZONITALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1 063. 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 186 1. CORNER OF HOME GARAGE SIDE 10, TANK -LESS W/H STUB -OUT FOR -1 0 i GAS METER 9 H C G 000 C) 1,-0., L = - , 9-10 0 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUMLENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-l" (2) 16d TOENAILS 2" X 6" @ 24-1 O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" 1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" 1 (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 + + + 0 . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . . . . . . . . . . ... . . + 4f . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + + + I -01, (TYP.) _,",TYP` + 4'-0" 4'-0" + + + + + + + + + 4 + + + + + + + 4 + + -±-,+ W + + + + 4 4- + 15/32" CDX co + 4 + + < . PLYWOOD OR 0 + + I-F + 7/16" OSB + 4 + + + + + + + + . . . . . . . . . . . . . . +/++4 + f + + . . . . . . . + + + + + i- + + 4 + + + + + + + + . . . . . . . . . . . . . . + + -I- + + + + . . . + + . . . . . . 4. 4- 4- 4- + + 4 \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.1 13x 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 BCIOJoist 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 2x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x - lumber ' Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 1/8" gap Filler blocking 4" FILL CELL STD. 90* HOOK BOND BEAM U, W ...... ...... ............... Him STD. 900 CONT. #5 > CONT. #5 HOOK BAR BAR #5 CONT. FROM ... FOUNDATION TO HIGHEST B ND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts fr m STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 118" min 21' min. ' Small gap 2" " ax. 4 max. Clinch nails when e possibi 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit ------ 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. 2x : CO NTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" . 16 6- - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor cohimn w/ lowis N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional wall or beam below.* w k consideration. Check _f local building code for appropriate details in One 1 Od box areas=20 of high or=21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam VL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I ]-i-T' 11 ndl n;;ilq;;t 6" o r Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. 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.* 'oc ' Web Stiffener Fastener Schedule Joist B arinq Location Series --b-epth I End Intermediate BC1 5000so 1-1/2" 2-11d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000so BCI 6500su 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d F 16" 2-8d 6-8d BCI 60so 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s@ 11-7/8" 3-16d 3-16d _14" 5-16d 5-16d " 16d 6-16d SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPS( wl (22) NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1314" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET Whe &1 3 4 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) (see table below) D (see table below) 1 (0 G—LE] C. ffim -1=0 CANTILEVER LARGER THAN 6" A 1Y2" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN 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 ly2" TJZ 0 ILEVER BONN= NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1)/2" 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 BYANALYZING 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- 1 Od nails. nstall tight to top flange. JC Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 114"-2" gap- �'z 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 7 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. AIN. EMBEDMENT SCHEDULEFOR :_ AND QUANTITY )FFASTENERS SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A X1 1 /2' w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# 0154 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'4' CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC- PENETRATION SLEEVE THRU STEM WALL i--::::l 1 rEEI 1 Eld 1 4 . . . . . . L _4. :4 FINI�H GRADE �=Li al SLEEVE THRU STEM--/ SEEPLANFOR--' * 4 FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN X X FlIEF, r 4 11 4 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION-\ - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- .. . (.0 0 <. 0 SEE FND. P�LNA. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED@ PI E PENETRATION PLUMBING LINE 4 -1 T 2 8 SEE FND. PLN. SIZE & REINF. Virtual Review Assist, I Plans Review completed and appro ed ior Comptiance with the 2020 FBG 7th di by Debra Anne Mahr PX230C C14 N C) N 00 N LO 'P 0 00 L0 J"14 z W 0 W z < (Q 4) (1) L 0 E �! 0 0 . L. 10 0 0 (y) di 3 .. M C-1 -I-. Z) 0 �2 1; U -0 -02 2 4) E 2 0 U 0 -2 0- 0 C) < < T u >, U Lu D_ _�i C 6. co E LD) 0 '0 7C) rz, C) -a CL 11, W LAJ 0 LL[ C6 W 0 W_ W _J W2,0 �- :< 0� _J W � z af z W 2 y (D W < < C) 0 2 < < < 0 0 C�D_-U)03:WU)LLC) LL U <OX-J W oz:200�_-Jp << 0 0 D O<ZLLLL- _J0 cyu)0�0�0 0woocd Z3:3 U)W W_z W D_ U) W W Uj of . z< (9 > LL 0 0 0 z _J a_ z 0 CL _J< 0EYOKIZ WOOD W<Fn-LLW620 ILL <�-< < ow 0 Of LL < 0 < LL C:) 0 04 z W 0 14 > o CD C) z < cf) CO LO 0- U) _J ILL 1:t 2 U) I r-- W < U? [3� Ce) z r- 00 < z 0 z 3: LU W _J 0 C) . . . C) N C3 N a N N C) Q C) Q a !Zl 01 C-11 Fl- N N Q3 C) Q C) Co C) C) :�: - C) z 0 U-) W C) CD C) U") > 00 u) Z < Z W -1--i C) _1�_J W z - U) zz cy) 0 0 woo 0 V5 =)Z> LO -0 0 OW_ C) 1.- 0 z W!z < 0- rl� 0- I-_ W 3:2 W < WI-- T W r 00 i:- W r1+_J (D 0 Z) 0 zol: W 0- �I:U) F- Z) :E 0 2§2 zwo < :�Waf LL z -Z z U) < z _J co z z z W _J UJ 4T_ 0 > T­ LAST PLOT DATE 04 @ z 0 STRUCTURAL I 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 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" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" IN 2x SUB FASCIA BOARD PER CODE (OR 5/8" .0. 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 1x2 PT WD FURRING @ 24" O.C.__/FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB LL' a MIN PSI MAY VARY PER o MUNICIPALITY. `"' 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE c 00 6 MIL VAPOR BARRIER IIIII I , ® 4 I ®� III= `%4 COMP. SOIL. I II ' (COMPACTED TO 95% -I I I I =1 I I=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I I I I=1 I I -I I I I 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 51z" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z _ _� e• I I 1=1 11= �*I " 4" I �. ,.-. I1=1I I -I I �I I -�•: - : I -I I I- �II1111 e•' •:.. III=� SEE A/S3 OR J/S6 - 111 I 1111 ,III III 11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE- \ (2) #5 CONT. ON 3" CHAIRS (TYP.) T° '-III-III-III I 11 1 ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. a -1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 N WWF OR FIBERMESH `'' ° II -III CD 111-111I II I -I- r 1 8„ 1 .1'4" 1 ..8" TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r ELEV. U-0" 4 A.F.F. e A' V a Q. e.. aZA 4.ELEV. -0'-3 1/2° tee_ e a d O A.F.F. O a 2x4 CONT. U_ e ea 4 - C-pA. d GARAGE DEPTH VARIES a ° GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH - `-TRUSS BOTTOM CHORD OR 2.x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BI 7CKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W! 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. ` bI-1=III=III-1'31/2"(min.)- z 4" 00 4 -I -III-III ' 31/2"(min)- 4" 1 1=1 1 I- -1 1=1 I I-� I I- -I -111=III _III=III=III=III III -III (2) #5 CONT.11 I I ;,1111 11111 111 11 i ,l l-�' 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" N� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Pis 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 NAM M s 5/8"OR 112" HIGH STRENGTH - (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS Mc'3� 3 1/� MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° .11 1111 1 I 1:: 31/2"(min.)- 4" "(min.) - 4"I- �I I 1=1 1=1 �'- �' =111I �I I I I I I 1=1I1=1I1=1I I III -III I' (2) #5 CONT. I 14,1 1 11111;j1141=„III„I I ; 811-' U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM w/ (10) 10d NAILS - r 2x P.T. PLATE WEEP SCREED INSTALLED W END OF 2" x PLATE TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR O ° GRADE ° " . ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi C0 ° z r ° D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] a -1 I I-1 I —III m MONO OR STEMWALL ". co - - - , °- 25" MIN_ LAP [30" MIN. LAP] Q I 1-1 I I I FOOTING MONO SHOWN ° ° o' _ - - - W II =i D • ° FOR CLARITY ° R °° D ° °° - - - - - 6 MIL VAPOR BARRIER -1 I I I I- III o° °. 11=1 ° I I=1 I I=1 I __ - - -' R '1 7/8"i- 11-1 I I I I I - - I=1 1=1 I -I I -I 1=1 I=1 I I 11 III -III -III -I 11-. N Z #5 REINFORCING BAR ° ° __ III I I -III -III -III -I 1 ° III -III -III -III -III -III- z 1 _- I i-i I i i r 0.91 A P S P I I C NOTE:I-I I E I I -III -III -III -I I I I I I I1 I • a III 1 II 1 I I 1 I111I 8 III-111=1 I I-III-111=111i ; `� COMP. SOIL. (COMPACTED TO *FOR BEARING WALL 1=III=111=III=I11=111- -11 W/ UPLIFT ONLY _ _-_ _ _____ -__-1' 95% MODIFIED PROCTOR ASTM ' �- I 1-111=1 I 1=1 I 1=I I 1=11I=111 III-III-III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I-III-111=1 I I -I I I�-I 1 I D1557) III „1111 11111 11111 II II 111111 I� 11- =III-III-111-111-III-11I-111-111-III-III-III-III-111=III= 4" -1 � I-1 I I-1 I I_-1 11=1 I I -I 11=1 11=1 11=1 11-1 11-1 11=111- FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 112" WWF OR FIBERMESH min.) 4" ° ° v GRADE °° I I _— =111=I I I=I I F9 I I=I I I I I=I I I -1 I = I=III=III=11 = I 111= (1) #5 REBAR w/ OPT. ' 1-I I i-III-III- I I- 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS El= CV "' I _tl .III=1 •`• I I I=1 I I I-- -11 � II I II I II I .., ,•. -• e. I 00 • , . 4" _ - 1' I I1 I F 11 1=1 I I� �IIII� II .•�•: �`, � .. I �IIII - I - SEE A/S3 OR J/S6 I I I1 I 1111 ,III III 1111- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x _ 1/2" GYP. BD. HOLD GYP. BD. 2' 1/2" FROM SLAB 0'-01, CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" Q.C. U.N.O. a d,� GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. WI DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN AIN. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4OP c� ' WWF OR FIBERMESH r, co 6 MIL VAPOR BARRIER 4'i =1I I -III- I I I '-III-III-III- I I=11�=� ► ►- ' � 1111 1 11111 1 1111 I I III,TI I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w 0 SCHEDULE j w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o w CONNECTION INFO. rn SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, uT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS I e SEE FOUNDATION •� .. * . ° .�. CONC. PAD INFO. TAPERED COLUMN FRAMING rC12 SCALE:3/4"=V-0" S3 Vi Plans R1 for complii by 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH , I I -III -III -I I I III III=III=III=' r (2) #5 CONT. =I I 1=1 I 1�1 I I, , , I 1==1 I I, , , 1I- ON 3" CHAIRS 8" 1 �i 8„ (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S 3 VAHItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 41 - 00 = II-1I1=1I1-1I1-III III co ------Illlli� SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL - EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' w GRADE - a' ,� J _III -_III . d . d• 1-III-I III -III -III -I w 0 0 Cn= II� I I I I I I ap . a� I I I I=1 11=1 I I I - z z U) I -I -III-I I I -III -III I I =III -III FOOTING -1 I I III -I 11=1 I I -III -III III -III -III- 0 IIIIII-III-III-III ,II ...III -III-' BEYOND PAD REINFORCEMENT -III-III-I- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 20 rtual Review Assist. Inc. ;view completed and approved nce with the 2020 FBC 7th Edition Debra Anne Klahr PX2300 N N O N 777 r.., fx � •� N ti O LO �a nm s Q z 2" ccw O w 0 z Q N N LO � E � o ? 0 cf) v ai 5 V -0 O 0D ! M t (n 0 B } 0 '� o R Q ,N W Q.� N V L o EM 5 70 0 C)1170 6) - l- CL V, W ow uS w0� � < IY _j W ¢ '- Oz IY UI Q W WZ)—JU)O�WU)LL oOwJO O Z O Z O Q I- _ O ¢ Ii w C�W�wOzOl���mzWU 0- XQ d O zLUW Q<QpWQ�zWzO��pna LL Ow �_F-I_ �_YOQQ O� o �¢zIY Q ,tea O �Q� O O N z OW U M O QC/�C0I­ 2 W < lq W M z < >- < 00 Z V LuW0 J 0 r� N Na N N N CD N N ti o N N O O 0 CDa 0 o I I I ' z O N Lo W o 0 0 0 i i i � Cr M VJ }~ zz W aw O W MO U �zz UVFn - Z)z5; LO -0 0 0�0 Q z atz ka F_ 0 W< �F-w (V (V Zoo W ~Z) ■ d7 Q O QW°of 0 w z az F_ J OV 0 z z z J LLJCN r o LAST PLOT DATE Z 0 STRUCTURAL —j DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4. 12 (TYP) SEE ELEV. II SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED ---\ r SINGLE 2x BASE PLATE W/ (2)2) 16d 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —�7: - r_ 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 tc 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 UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. _'- VENT OR NDFLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED ] BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / d a <. Y d O. . G O A4. 8„ STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ 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. ( 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. WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL a yj 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 0 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 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 5/8" 8" 7 5/8" 8" 7 5/8" 8" 3 ❑ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING ❑ ❑ ❑ f 1191 ❑ ❑ ❑ ❑ ❑ FIJI K11 ❑ ❑ 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4. r�'f SFF �Ow N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 4 ;OLID AREAS ARE iTEEL AND GROUT LILL 8x8x16 BLOCK )OOR OPENING 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 LI%J%Jfl 1 n1-% F% W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SIMPSON SP w/ (6)—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (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) O/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.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d / NAILS AT EACH STUD _-A"I 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =_ _ SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. 3LOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A i /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2, P SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 LSPLICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED 10d @ 8" O/C /STgn... ' . ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON I C I SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING ( P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP4 SIMPSON RECESS SP4 LINTEL SIMPSON SP2 - NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSC SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U dz< 2x TOP PLATE `n V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" ' O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE AJS3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED �o I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) >S (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT 2X8 P.T. BOTTOM P TE I H OB 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) CCSIMPSON SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED A / � TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD 0/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 fe • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX (MIN (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R SCALE: N.T.S. OCT 2 8 \/RA Virtual Review Assist, Inc. plans Review completed and approved for compliance with the 2020 FBC 7th Edition ,by Debra Arne illahr PX2300 N N O N � r • N } `'gyp A„-.,° ';>.y „_ LO LO 0 ' a z w ° . Op ® N` .. o z Q N L0 E 10� O co N VA -0� m E. W O B o 0 �•� 0 -o N Q �6 _s Mtn V w d o EM 7N V V a -0 LLI oQ Of 00�W��UpO�O w � x Q F- (_� _j 0 0 Q Z LL coO��Oz0R00m0z�0 oZ o F LL _ H Q Q (1' Z LLJ _joa>zYe0 ¢CwO���-gwa2U�¢ LLJ 00Wo�a (n 0� o n 0 < LLa o �a� U O O Z N OW ti CD C�O Q L0 2E c ti LO co 00 Z U Wz� W J C:) O CIO I I I o NCq 0 0 CDO O O M C CD N N O N O � o p � o I I I ' z NLOw o 0 0 0 l I I > N C'M 4 0 M1 Z~ zz W �w O W Q U WOO UU55 Z)z5; LO-0 O 0I._0 Q z �orD_ � I— WWQ N (D m�w N O ZOM W 0- .. Q 0 Zoo O U 0- zLL z ry.. Q O F— W z a z z w Uj 0 � o LAST PLOT DATE Cq z4_0 0 STRUCTURAL DETAILS SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 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-? (2) 16d NAILS-7 IF >9" SEE 1 O/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45"± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX g SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7 SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. ••• LENGTH (SEE TABLE) RIDGE FASTENED AT >zz 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)1 Od TOE NAILS @ EA. '• BLOCKING END 7/16" OSB SHEATHING ATTACHED W/ 1Od 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 1OdX3" @ 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) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" 2x4 "T" ON TOP OF PANEL @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM @ 48" O.C. SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'4" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR Z,AND X-BRACING, AND TOP N MM x SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ T' 1/ (2) 16d NAILS WOOD TRUSSES `° 50 co 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACINGIV . RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3 BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANSf� NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 112") 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 SPACE AS SHOWN FOR 3 PLY 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 2"x4" CROSS BRACE I APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S6 ,-WOOD TRUSSES L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) EDGES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST 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 BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PHE-ENUINEEHEU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z Lu BRACING w/ (3) 1 Od x 3" AT EE EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. , 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 112" 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) 1 Od 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/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL r6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C w c1 w 0 o d d Z O w m o 0 :;1- a ' 0 CD o Q :2 O o Q e—e—o o o X Q Lu 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 @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 2 Z022 Virtual Review Assist, Inc. Flans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 I N NO N U ' 0 10 v rn� s CIO 00 it I �r, V Z . w Of n` E '2 ��m _� a U) V -0o— .2M E �� t O B o Ou- o 13Q t � C3� -5 tnnn,, V w Q 00 L �ri 7W V I— a -0 (i LLI W ❑ 'd uj O F Q F-OW _j �QW Q� gJO Q LE V 0 O O z(D Q U QO><-00 U) _ oE�❑ Z�Q~ OZOWOOMDW a nwwn WQ� 0 U)Zn Q<QLWO zpaO ❑� mowQ LL Ow OC ❑ D ❑<Qu U,Q O �� O z W O� O Q U) C1 ti Lf') co 00 Z U w� W J 0 J I I I I I I I I I r� O 0 O (N N 0 C O N N O O N O O _ r T CD1 1 1 z O N Lo w o 0LO 0 0 > � N co ­t 1 CT CO cn Z Z Z Qw O W Z (1)O V �00 UUFD ^ i1 DZj LO-0 00F_ Q z aka � \L� � EWQ T�I = m H W (V (D I-�_2 (V 0 zo o LLJ i2 Q�Z) Q O 2 § 2 Qa-� �— U ii Z v_ z z LL � ZQ � � U 0.0 Z z z W J �� O O LAST PLOT DATE Z STRUCTURAL DETAILS INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) 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 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 w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT co FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d F-- 7) W LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 Ti00K (SEE DETAIL) 1/2" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID WiGROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR V/1 BASEBOARDTO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c N e :4',. ..a Q a .. FINISH GRADE op I I —III —I I _ 'i—ICI—III ICI III —_—_OP 6x6 w1.4xw1.4 I_I I i I I I—i I I—III—I I �—I 11=1 11=1 I I I I<. III e' .: a' b a _— I I I —I 11-11 I —I 11- o 1 I I —I 11-111- z T WWF OR FIBERMESH -III-1I1=1I1-11 11 °� e - 111-1 1—_1 1 -' � III ''I I II 111 I I I I I I I I-1 I I —I I —I I II II 1-1 1=11 I STD. 90`HOOK (3) # 5 REBAR ON 3" CHAIR • , ,I (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2—STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDS-.,I__,,1-1.r,..,..,...,. -.-­ . ,- 2nd FLOOR W, ���dI�Re7177�:1 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 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 ATE W/ " O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS KN*� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMINGr* qd PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1Odx3" @ EA. END INTO 2"x4" BLOCKING FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK IF SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ I ' 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 SCALE: 3/4"=1'-0" MITI. I. m DETAIL (FLOOR TRUSS) 0 SCALE: 1 1/2"=1'-O" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/(10) 10d 2"DIA.X 3116" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. e - a I I —III =.. •° :•�. e 1=1 I I —III- =III III— a I —III E III=III—I I 1=111=11 I —I 11-�(3) #5 CONT. ON 3" �� ICI—ICI—III—Ili—I�i Il 8" 1'-8" 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. I- W 0 O U) 15/32" OSB EXPOSURE SHEATHING F x x PROVIDE BLOCKING AS REQUIRED PER D in SECTION X-X IF NOT FULL Q HEIGHT SHEET- U) z 4 G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 0 OPENING 1101MI NNE PAP 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" —15/32" OSB EXPOSURE 1 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END SHEATHING W o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT = J PENETRATE SURFACE MORE THANYa". SOLID 2x o BLOCKING @ ALL n SHEATHING 00 z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL EDGES (SEE OB NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL SECTION X-X C7 © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. L LULL = ct W p w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J in J w/ 8d COMMON NAIL -2x STUDS W Uw - O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER BEYOND. T ' >- Q H O in ¢ r�000) F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. SEE PLAN o W p m L � O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL lJ O W z w p L1' ~ NLu00 MEMBER IF GABLE END LL NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2" \-2x4 P.T. BASE DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM % A I A I I r1 1 1lA TI/\AI r cA�r AAA 318" "S" = NAIL 3/8" ztSPACING 1/2" S 3/4" S 1/2" -'r�� i I /; , S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2A 92 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERTICAL BLOCNNG SECTION X-X Tom/ SFFA q0� 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.) C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS �k' STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER — SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ,,,,--2x STUDS TYP. u P.T. BOT. PLATE Op�TFR/ FLOOR TRUSS / FN/NOR / BEAM SEE PLAN FOR REQUIRED ---- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2x BLOCKING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 118" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10) 1Od NAILS AT A. STUD ' 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1 A 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. . .. e.. 'd 4 G A d e (V .. '. oo FINISH GRADE cy) 4. a° , III a CD z -III —III II, II I I, I II I a (3) # 5 REBAR ON 3" CHAIR — 1 q 1 1'-8" W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 OCT 2 8 �I � \ / - A Virtual Review Assist, Inc. Plans Review completed and approve�d� for compliance with the 2020 FBC 7th Ediiion by Debra Anne Klahr PX2300 %rows5 N N N � s �4 � LO 00 Lo <� Ji W • O W n z Q �I1 > OE 0U W L c't '0 0 �N d V d M M W0 U } O W N aQ V/ •V) o s U�� } U W Q� v oEm_ 7O� W U� W ❑ LLI Uj w p I- �< off- of<zzo z �D-JW0i¢.W¢LLOOLLJO I— QJQ C❑Y 0�LU9 > ❑ J — Ow00In 0 Cf O z cn CL a�ww FT �¢ >-D Q�IL0Wa�zWzO��oa �H gw❑ ¢ LL Ow O� o Q oQz�¢ 0 a L L H LL O O 04 Z 0� L 5) t` z M O Q U) C0 if ILL � h U W LO F—WcM z Z U LUZ� W C)J O (0 I I I o 0 0 0 0 ti 0 N 0 N N O O N 0 0 o _N 0 � CD CDI I I I I I Z 0 N Lo 10�W o 0 0 0 ., Lo � LU co ZF- ¢ Z W C)A- }0 W Z z O U oz WOO UU� :Dzj 00�� QZ a�a Q rl = LUM: W N OHO z0 Q O Jww LL z IL �z ZQ � OU 0CL Z z z W� o LAST PLOT DATE O Z O STRUCTURAL J DETAILS — MONO 1/4" MAX 2'-0" * SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK -� 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT DOOR JAMB (REFER P T i TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1x4 P.T. 3/16" 0 X 3" LONG 3-1/4" LONG X 3/16"03 FURRING. FURRING TAPCONS ` TAPCON, INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. 1-1/21� DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -112" TAPCON @ 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. j/ (2) ROWS 3/16" x 3-1/2"' TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. 2x P.T. AS r Er:r MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL DOOR JAMB (REFER 112" DRYWALL TO PRODUCT APPROVAL FOR CON k" *4"2X8 1 1 X 4 FURRING (2) ROWS 3/16" x 3-1/2 TAPCON @ 16" O.C. & FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN.r" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" x STAGGERED @ 12" O.C. q-1 /d" ni=TA I I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS .- SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAAGONAL 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. RAID. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d _ PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 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 I( SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 i�T 01a +5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;:.:`'`.: REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. I —III —III —I 11=1 I I —III_ 1-1 I I —I 11— '. ° 1 I I �--I I i 1=1 11EE1 11=I I— , III 111E1I1-1I1_ i Mil 1-1 11= III—III=1' I-111E_1 1 I. GRADE o. D . t>„I I I- 2 °. M p z � N • D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S I IAIAP`f'CDTADI C IAICTAI I TInKI FILLED CELL INSTALLATION rH SCALE: N.T.S. - SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NCTE 1 BELC.'I 2x SUE,,` UM C = CC _ =. I I rf BFiG ` YI'Er I r ALUM IR P UVIJ 1 3/4" T sTE_ I I ' ':HANNFI -4..__. A ENED PE I DIA (4 T'uEI TED OR 5_:_'L _ _ -"L T CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP ELOCKIN , w" 2-12d NAILS ("""h CHORD EVERY OTHER HER TRIJS w/ 3-12d NAILS, TYP- ('%) 1. G,C-f BUILDER TO `o"ERIFY.(PROVIDE SOFFIT MATERIAL SPAN C ACIT P ON i HE DESIGN ¢RESSURES SPEOFIE,D I'=C)R COMPONENTS AN CLF: I.1 LISTED IN THE DESIGN CFITERIA ON SHEET SN. 2 1`014 SOFFIT ATTACHMENT AT WALL (PER ALPF _ ALUM ING FL# 16 P = OD —CT APP = `1ALI F CHANNEL FASTENED TO: C MU wl T NAIL ,097" € RA_ @ 24" C.C. w`l 516"° NIIN. EMBEDMENT kIVOOD w/ PATTERN SLAB FASCIA W16 GA_ 34X14' CROWN STAPLE 64 EACH GROOV- STRUCTURAL SOFFIT SFO 1 SCALE 3/4 1€4' { - FOR ALUMI-UM SOFFITS WIT REV 04 23 2021 1'4INSTA L MID SPAN BLOC 1 .; THE SOFFIT FL PA INSTALLATK : '1_- - Ek",f, =REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. ��ERygN TO TRUSS TOP CHORD + + �ENOTy PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP Ri EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SC:AI F- R/d CGG QWC=T n) Anin 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERRAN 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. 1'-0" 51-019 INISH FLOQ ° ° A. #5 BAR �D D 1.011 ° P ° 4 CENTERED W/ s�Hiloll,D IN TOP - 0 KNOCKOUT/ N CHAIR BLOCK MONO FOOTING _ p SIZE AND REINF. PER PLAN AND SECTION DETAILS -I I e CLEAN FILL D ° DIRT D z °. STANDARD o P 99 HOOK N #5 BAR IN FILLED CELL nn- - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAI (2) #5x6' IN CONIC. FILLED CELL 14" I SAW CUT A SECTION 1 SCALE: N.T.S. ULO ALE: N. Virtual Review Assist, Inc. Plans Review completed and appri for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N N ° s a^; CD B LO O co tA cZ 0 w 0 z a nU) W L�O E pM 0 W L M 14 N N N V �c m °i w. E s c0 CC: W 22 o _p Q —s gyp° >, :rp • V) U W D_ ; 55 CD J_ 70 v I��Ua. 6' C/ w �H J W W w 2 o F- 12� _j C� Z Tf a f�nn v () OX�0 Qc_j0000 �— oof0LLUm0 ZO��0F�- OEWz Z01oZ U)0 a-jU)WWWO (n'LL' a0 U) 0 Z QOWO���zgWp2UDIL a OW o =o 0QzoQ �QLL O O Z W O� U—) ti F— M O Q U) CM � �U)LLti W M 00 ZU WW W J 0 O NT I I I N N N N 0 N 0 N 0 N 0 N r'- N N O CD C) co C, O CD I I I ' z o CV L0 W C) z 1­- aZ w O '�' W z z z T Q V boo 00`n CJJ Z) z 5; 0 O�0 �- LU�Q LLI r� = mew CV 0 ~~O O�= W W F-Z) ■ � Q 0 ZWO �0 ()0- zof " z �z F— U Q � O a MM0 W � z z W J W r� o O LAST PLOT DATE z O STRUCTURAL DETAILS — RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). JIIVI I-JVIV IVIJ Ime- I VV/ 11v) Ivu IVl11LJ FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE._2 = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. D� 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1' -0" 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F S STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CTION VIEW "A" SCALE: 1" = V-0" 2X4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT 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 SCALE: 1" = V-0" SECTION D-D SCALE: 1" = V-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS J `2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER R DRYWALL SPACING SECTIO 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" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND 2' 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/,!" X 2 4' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1 V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ITN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS -2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER- 2x4 SYP BLOCKING / OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND (SIMPSON MTS12 w/ NAILED TO SUPPORT (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 — SECTION VIEW "E" N VIEW SCALE: 2' = 1'-0" 3/4 PLY" ON DECk --2x8 SYF AND N/ FRAM I P 2x4 DRAF STOP 2X4 BLOCK SCALE: 1" = V-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER [SIDE) TO BOTTOM EDGE OF 2x12 I STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 a" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER SECTION VIEW 11C11 SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- PER CONTRACT (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 4"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" 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 /AI M UUINO I MUU I IUIN Ur- I tiI'AI L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" !WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW 'WALL JOINT YWALL TO /ER JOISTS) 2X SIMPSON MT (14) 10d x 1 1/ u :L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW '°H" SCALE: 1" = V-0" OCT Virtual Review Assist, Inc. Plans Review completed and appro for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N .3 ..' 1 1.,6 Ln 1� 4 d m. I 9 4? 1 .�n` a;t J, v41 W ` W Z Q A' >E O 0 W L L 'o "? u Ch - S Lo VA -0-0- W j p u o 0 �} OLi- 0 Q u6"R —s } • V) W 0- i o Em 0) O� 0E— a 0 LLI W W W uj W O F LU �Q W of Ozof z WD_JW03:W LLQ Q U-Jo <Q~ 0lL QQ ¢Z ILL Q O� 0 z 2F 0 ~OaOL 2Q WWzwupQDO a zz �O Q0Y w Waw F Q �FW 2620 O zgQW a QOLLO O O z W O� 0 ti M CD F- O z Q M LO Co "It U_ W Lq I-o�M 0,-0- )oo C�T_ z LUz� 111 J O O mi 1 I 1 1 1 1 I 1 1 1 I 1 I I 1 1 1 1 N No 0 0 N CQ 0 N 0 N N in N N O CDo co o o I I I I I I z o N Lo w o 0 0 0 LO > N qi 4 1 CO co Z Z ~ Z Q W ,a--� O W cn zz O U �00 UOFn D Z jOLU_ LO —0 0 0�_o z W L: < tO I— of < ,__1 = mew N (D N � OHO OT: W�� OQ�o �C Vaz" z �z U ,� O a Z ST Q Z z w UjV_ r_ o Cq O LAST PLOT DATE z - J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-112 INCHES, 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS EASED 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 BASEC ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAST-CRiTi SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-0B 8F8-1B 8F12-1B 8F16-1B 8F2(MB 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 3974 10394 11809 3' 6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 5400 6224 2189 4375 6113 7547 710294 11809 5'�" (64") PRECAST 1217 1349 1438 1999 2560 17342(19) 3686 4249 1663 3090 5365 7547 368733 19 10121 191105 5'-10" (70") PRECAST 1062 1173 1631 2090 3009 3470 1451 2622 4360 7168 45 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 1 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 337 873 1254 1684 2193 2805 3552 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 K471 755 1075 1428 1838 2316 2883 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 706 1002 1326 1697 2127 2630 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'4" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CA11'-CRfn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-08 8RF10-OB 8RF14-OB 8RF18-0B 8RF22-0B 8RF26-0B 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30.1B 4' 4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 1 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C^Z7-4R4T4 � 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 14'4' (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'-A" (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 4 -4m" ''''^������ SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMUF- 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS ° d 4 ° > D > 4 D O o o o a 8F24-1 B/OT 8F16-1 B/1 T 8RF14-1 B/0T 8F8-1 B 0 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16.1T 8F20-IT 8F24-1T 8F28-1T BF32.1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5' 4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 1 2290 2949 1 3607 4265 1 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 1 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 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 CAST- t4vwm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF61T 8RF101T 8RF141T 8RF18-1T 8RF221T 8RF261T 8RF30.1T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4' 4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 4'-6" 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 3374 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 1012 1651 2204 2758 3312 1 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * 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 e d >- D 0 ° ° 4 >- D O ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & 2) COURSES OF 8" K.O. BLOCKS c o W/ (1) 5 CONT HOR BAR IN EACH - ALL GROUT FILLED a ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR L\ _ C.M.U. cn cn x o G 2cn0mN ° o wCi U.! a a #5 REBAR AT 'S = a BOTTOM MIN. (1) oaf 0 F- REQ'D p-OwJW� 16GAUGE bo C� U) � ° POWERS STEEL U) r- z BOXED LINTEL POWERS.STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D " CLEAR J JC.M.U. z= TGROUT O W E0 z = ,ram, C°BAR AT BOTTOM TEL CAVITY a a BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 81-16-1 B/1 T NOMINAL WIDTH:� � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP [a] 1ST FLOOD LINTEL PLAN (ELEVATION B' 3/16" = 1'-0" OCT 2 R 207 V- /\ Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N T LO CD co 4� I, 4 d z -. �, ♦ t W �- Yle p Z ^, F �? W L o C) M A, M 2 O U O O L: o a Q .N U ciQ r, _2 < W Q� N O M V N ,- tea -o Uj U/ W C7 W 0 L11 (n LLJ O F- -< X<zW ��- 0oLLJcnv-J LL xQ § z � zOzO�OomI] W (�=U) W W>LUWnlr UO O U)O OZW<FgwWp<�� O �UC)< WOQ o 0<0Q LL LL O O N Z OW f-- (n 0 <U)MI` J � w L.L- i` W 1-- O� CL M Of Z> 00 U< z0- W W ? J O O N N N N N o \I 1� 0 N 0 N N 0 N O N CQ O M o O O r N o N o I I ' Z O NL0 W 0 0 0 0 > o N M 4 Ln l CO Z ~ W Z < W O }� }� W Z O Wzz Oo U U � F-- Z) z >_ O o1-p Q z aofa T� 11�0 F-- W�:a TI = WxW N N � O~~o n= o� W <�p ■ ■ T O � O U Qq a-z� Z az U J pow z z z Ig W " � o LAST PLOT DATE ■ July 21, 2022 Z 0 0 STRUCTURAL DETAIL B REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)4t5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'-6' 2' 2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 414" 3 2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 814" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 A67 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 13-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'4" 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. 17-4" 16' 0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 277 277 202 281 2 No- 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116strand + 256 2.56 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 219 219 165 229 2 No.5 N.R. 22'-0" 20'-8" PRESTRESSED 2 O No.3 (2) 7116 strand + 203 203 155 215 (2 No.5 N.R. (2) 7/16strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-11L/1 U] NOMINAL WIDTH J LQUANTITY OF #5 BAR AT NOMINAL HEIGHTUPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#SU (1)#5L (1)#5UDETAIL'H' DETAIL'H' DETAIL')' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6'-21 PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST 2 No.3 2 No.S 1354 1354 981 1354 13-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-9' PRECAST (2) No.3 2 No.5 1149 1149 760 1149 (2) 7116 strand + 14'-8" 134" PRESTRESSED (2) No.3 1419 1419 850 1347 2 No.4 (2) 7/16 strand + 15'-4" 14'-0" PRESTRESSED (2) No. 3 1291 1291 775 1270 2 No.4 17-4" 16-0" PRESTRESSED (2) No.3 2 7116 strand 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7/16 strand +2) 1035 1035 478 936 No. 5 (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No.3 961 961 446 872 2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2 No. (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 )ETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF 45 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] NOMINAL WIDTH `QUANTITY OF #5 BAR NOMINAL HEIGHT 1 UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" 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 #5 SOLID (0) L #5 I U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAYL'DG' 3'-8" 74' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 34' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 6-8" 4'1" 4'1" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 54" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1000 1000 686 903 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL � I LOWER LINTELCAVITY [8x16-P-1L/1U] NOMINAL WIDTH L QUANTITY OF #5 BAR NOMINAL HEIGHT I UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)45U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 1D000 10000 10000 10000 3' 6' 2' 2" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-0' 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2' PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 4'-8" 3'-4' PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 1 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 1 V-4" 10'-01, PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 10141 PRECAST (2) No.3 2 No. 5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 804 804 529 838 (2) 7/16 strand +2 14'-8" 134" PRESTRESSED (2) No. 3 1207 1207 605 938 No. 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 1095 1095 551 887 No 4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7116 strand +2 607 607 317 601 No. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 524 524 277 526 2 No- (2) 7116 strand +2 22'-0 20'-8" PRESTRESSED (2) No.3 488 488 260 493 No. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 399 399 217 412 'a.. ;4: 4. DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTHJ I LQUAMITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DE(AIL'N' DETAIL'L' &'M' 2'-10" V-6' PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' N-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 74" 81-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 l'-4" 10'-01, PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'-N' 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1 1490 992 1490 14'-8" 13'-4" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1774 774 996 1494 No. 1T-4" 16'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1368 1368 771 1264 2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1008 1008 573 7048 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 877 877 501 966 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 850 850 471 923 No 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S -SOUD LINTEL I LOWER LINTELCAVITY [8xl6-P-1L/IIUI NOMINAL WIDTH ] `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6'' RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 fl) UU(0) LIII L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DEFAIL'DH' &'DJ' DETA IL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'41 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 61-81, 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1 1455 17,71 DETAIL "DI DETAIL "D I" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEL/ -7 r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] NOMINALWIDTHJ `QUANTITY OF III BAR NOMINAL HEIGHT I UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD (SEESCHEDULE) 2" 2" / (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN °O 7/32" STIRRUPS AT F-0" cc bo ED- m (TIED OR WELDED) i-a - `0 r` BOTTOM BARS N SEE SCHEDULE nuN. 7 5/8" NJN. NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. ` ' � aO PER STRUCTURAL PLAN ���--/// m aO m 7/32" STIRRUPS AT 4'-0" cc � m (TIED OR 1" ELDED) M BARS N SEE SCHEDULE Cl) il 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#51-(1)#5U (1)#51F(2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-01, 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-41 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 101-81, PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2269 2269 1577 2269 13'4' 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 2413 2413 1338 1974 2) No. 4 (2) 7116 strand + 15'-4" 14'-0" PRESTRESSED (2) No. 3 2199 2199 1219 1846 2 No. 1T-4" 16'-0" PRESTRESSED (Z)No. 3 2 O 7116 strand 1698 1698 944 1546 (2) No. 4 (2) 7116 strand + 19'-4" IS'-0" PRESTRESSED 2 O No. 3 1348 1348 753 1330 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1092 1092 614 1167 No. (2) 7116 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 1023 1023 576 1121 (2) No. 5 (2) 7116 strand + 24' 0" 22' 8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 ;'��.' DETAIL "O" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF #5 BAR AT S-SOLIDLINTEL -1 rLOWERLINTELCAVITY [8x16-P-1 L/ 1+IU] NOMINAL WIDTH `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR G FE LOD AVITY AA R S UPLIFT SLOAD AFE SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 1000D 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 1000D 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-N' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 100DO 5'-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 1 7050 3434 6540 6'-8" 5'1" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 9 : ., .,r:r .,d.r .•l:r DETAIL "DL" DETAIL "DM" DETAIL "DN" p�TYPE DESIGNATION P: 8!H r1w lIR AT [8x16-P-IL/li ] 1 V=JJ ] L r'�sO " \MI UNIT '2216' - 1ST FLOOR PLAN 1 /8" = 1'-01 11 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTELSTEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)IF #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) NO. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 74' 6'-4" 6'-01, PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (21 D4.5 WIRE (2) No. 4 1 396 1 489 489 1 261 393 '•.Irk :. '•..�� � 0-11 7. A... DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3-8" 2'-4" 2'-0" PRECAST 121 D4.5 WIRE 2 No.3 O 9620 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4' 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 64' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 6'1" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9' 8" 8' 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 i7 i! DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION [8x16-P-IL/IU] TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF 15 BAR AT S-SOLID LINTEL LOWER LINTEL CAVITY [8x]6-P-1L11J] NOMINALWIDTHJ `QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY OCT 2 8 2022 Virtual Review Assist. In Plans Review completed and approved 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"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 T-8" Precast 392 1100 8'-01, Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N N O N Q �L �9P' �j�';R \y.,� C:)>, r 00 6 �J W of CI Z Q (n N L E 10� o W L CO N 4- 7 MIMI u co ff� V co r o O o Ti- O C Q �V) W CQv cO C M_ 7W� V II, co N Wow uJ � u;LuEP0 LILT Q W w � �OJz�� Q W0W100LL u)�0(�7 pOZO�0mrl�zz J WLI Li �Z�aLxQrW�OW�gOF Q ¢ LL O Oa Q� < Q LL LL g i C) C) ZW O� W Q F.- � C) Q U) cM Lo G W W 0- FN- _M Cr 0- 00 Q�-a Z U E- Wz l.l..l JC) C) J I F F F F � � i � � � i T v, o N I- CD N 0 N 0 N 0 N O N O C) C)� o N o T I 1 z O NU-) W a o 0 CD CD l 1 Li c N OM Ln i i V ♦ z ~ Z -V Z W }� C)Z W zz Q U WOO UUF Z)zj 0OF- 0111- Q Z a~a W W Q T = IM-W N (' F�2 N Z00 0 ZWO C:)Q U 0-z� ■ ■ z a Z U) Q F- J OU O c z Z W 1) r- o V- LAST PLOT DATE z STRUCTURAL DETAILS -J B N N TrySa _.. _IV-- - - -:-- -- - -. _ Mounting Brackets 0 r3 Gau9r°I 4-tr £x4,1-. 2-12' I. r .. Back cross tart ,tt, r.IPiIAC$t ��yygg y �,,gg Rar?rt'lt, iiidtdd_J- i � ,3. o' _ �: �, May 27, 2022 PRODUCT APPROVAL SPELC"IFICATION �4TL I � ° : � r r provide rile information and royal numbers o the I�G.ill components (Ste el f AS required by Florida Statute 553.842 and Florida Administrative Code , please p pp n ding mp n listed below � the will be utilized on the construction eject for which you are applying for a building permit. We recommend you contact your local }product supplier should you not know d 1- >i l @- t- J V s9 4' J # 6" l�� J the product approval number for any of the applicable listed products. r'oniaC�la3r':rn n+c, Ht-sin s:&Fr5f2s::ionalReellabl€ian ild ng Co a and landarda Pra-xltict Approval Application Detail a '.m, d[i U) -0 V :T lli ^ O 0 V� 0')(-) }, � «/ � � O o — o -o 0 U � o /� = .- M O � E}� o -�' � F= (D -- cn o ca I1— -0 <`V / o Q ' �rir, L n,.� r. n�u:u ;�.e 1 ,xt,'. Peczvi€I� .�=' F� .a r t< L =cr a L l r »d &v�{/ �. -�,� �-�_�.�_� _L artH Ear ,.,-.�� �t��s DLl �r...� � ntlS � Ft� �®. =.-:.1�, _. ,, , :r. , s -,r> -- ,;,3_- _r,, ,,gin rrr.�< :. , I, 1 ir,, a,l, ,:, C:� rC ,'r.rh, a�l.l � L='9 F o- fin ., .F�� - n Use 0 !�r]H ZsF gs JJ! Dt7j P'rrA f rr1 i� d Nanac :.,,,. .:.., ..- P duct Oo c ko ,11. �„ ...... _.,. -. a€xt ssv .. ,." ,� .. _ ,. , � � .,li,l IN r.... .,. iJ � ,a ,, ..! •Ir �. .,!14,.1 n ,.,,. vrr I ,n,11,. ,ru �i �aJ r"",> 1. .d, ,.JyI �S ,e:.: rep. rrro WA +yry,� ���F�^ gory yr( Cate o 1Subcate o +w.F - J MJ' '_ J' Manufacturer - - Product Description �A,I Approval Number(s) V yp per{ {� F fr � r74. � i '1w v7 Test sa.-...1 R.i.dL �. Date 1. EXTERIOR DOORS A. SWINGING TherlmaTru Filer -Classic and Smooth -Star - FL20468 +67,0/-67,0 psf 12/31/2022 0 w , � 1� n �-�3r9�� - - rt ^f Business,- rofes tonal Reguaation Florida�I�ri�� 1.3 Buildingode�and Standards Product A ppua ai Application detail ,o�Fi; I B. SLIDING, CAI Windows an Doors Series 420 - - - _ __a FL15332.1 - FL15332.5 +40.0/-4 .0 psf -' 1311 0 4 - ^*r,� Mills �r� ia"atiE Bl.[tt�rnl ,� Et;r�de rbdr::sst Id ! 14=3.rsa. tare: E t,v CerC�ta'i F o:nae a=_ rise Y�1 at ^ E>Y cala ca a oat eo x '31ii �- p ;ice--.sj, F6G Acc o_! Again ed C. SECTIONAL Clo a$vildin Products Company p Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12131 /f 038 - _ - - _ # 1af1�, _ �� - �• ax�les� 7 . :. Fill (Mo be ICU to i if Locks �`d4uns �` P F-'.,- ... S� II ni '::Ira , �9 a of u 5 L .air fl Y: :`I -` =rlrrl _ F'u rl =.4ra U r ue l+tn-e. ! 'I -� F 1 2ef a , r ., _r.i ,,.,.. :� I trio Iw9r,.rr.L-.pvsr, il�rl u 7 Na`. L ,I ry ry.rr4nlrrx'n Pr rt.tct oe raFH Nr z ti gl6 nrQffie 2 ^ 1 mo , , .n,,re�d�♦�3 L n,. Fria. - f °r. ,,.q,.:r _ Vi.r!,...,. 1 ,-.�--, cC:-s=r.I ",, €l HYk.-. L oniswO HVhL e Rest-. m O e ,u4 e ,.. D. METAL LOUVERED DRS hurries Division ofAADG, Inc -_. _. _ _ 6071707,727,47,arid 847 Single & Pairs of Doors -. _. _. FL11537.1 I N/A see lost stir) _._ 12I31I9-02 2. WINDOWS Gauqeja `14tSelf-Di ingSt;leliv11vu KtaLkeu A. SINGLE HUNG ICI Windows and Doors Series 185 FL17499.2 +60.0I-60.0 psf 10/18/2023 RatL t,1t).m , SEri:Xio t.:PIto^ Air. Until SCAUjim Si« (g ical; a C$1 side feit Ih urrpcs3nce u3>'+ ) .shae` a Ptraof ssforral Rej uir:tt' inrid a C'elaortrnl .l to f Coo-5 �I g t .sin . �ndards n B. HORIZONTAL SLIDER ICI Windows and Doors Series 13 FL15351.1 - - - + 5.0/ 5.0 psf u,; : 2 16/20 � wall,. ul le, ra'a"I to - iwo,kd rah aala 1- -a€ u.N Ad [IT-1 ��..1 Product Approval A lication Retail pp C. FIXED ICI Windows and Doors Series 185 FL15349.1 +60.0/ -f0.0 psf 413i2023 i.: Jli l_. P.rI -�i. Col .d. ,+ d,•, i, : 'Vv rtl, ��5Lt .r rri`+1. Jf:.. -_ ., 11 3Jti?-: a: .� nrr F���nr,, A �.�_iiJ D. MULLION MI Windows and Doors _ -_ .. Series 5764 FL15353.2 NIA 12/31/2024 -. -..- --.-.. --. Florida Department of Business & Professiartal Regulationar e v or t - -1,:; ..r,,fdon­ly",If .,I „ I F,rJ-0, 1, . ,..,.. r ,,;,a,; :,,„'!r. OTH E Ili Building Codes and Standards tvis _l ( r�,A r`an4$tl3itil.r�pp Apgd€ le Pnc"nradforUse l �t Ir...t.�rti.0 €�Lla'ldit ?. laI Product Approval Application Detail _,IH F:, -,u a= N„ ik, _�_ ,"Nutt Milour4rawal EaE E11J� Valtdebr B4 V -.. 1 fe_CC'gpy41 6pmmvsd. :a" 3. PANEL WALL Barnes Hardie Building Prod. Cerp�lanl Lap S0 and Hardiellank Lap Siding Siding - FL13�12.1 FL131�2.2 12i31�0� SIDING I'`'� ����� �}25 t ursoaz-mac rv��..r, Smart Vent products, Ire. Mi#aeel Gains. .o =;es F. N.er- E. eke Sowden F € 12€ &2020 ', 2ti 6f2020 citingeo, hruetural C�*e�'e.-rite (877)44i.5362 n- a779 e,s0-1 subC g_r3': Prodac' _ raced as €, Pitt rid Infoosmartr�rt.cae, Naa+Te ' r- F.Igy Cmn,pllaii 1001fr wi. Evaluedorl ReIN°rrt from a Flonda ReVsaemd AdcnlleFt or a lac;fa52U Flonda 12r2603211 AppI - - Fltanda L"»',.I,va Buildingment Business Codes and ..,t�irad;s•dS 9 3 s F r,,r essinanal lie, L artian Product Approval Application retail -- Pu,4a r -. B. SOFFITS Alside -. _-- (Solid and Vented Vinyl Soft FL15272.1 - FL15272.2 + S.Ctf-75.0 psf p 12/31 2023 C. OTHER Dabs # 1 2 n 4 5 & 7 Au441dv8r4acara'ttaa m§Gnr:nW ZIJsa J4atDYy,f'fea'YJ3n Ii,�H.£v49. 1- 001-1E-F=E Pfnduc4 Modek. Humber w Name Pfg Aaet .rlufpon Crrrtraet Ewa Data FnRIZ R: st psessum °nradVen. _,�i #1544.51t Oual Fundicn . (cod and Vs.�etirn Vert 12t"*- '?23 Yes 1`e- N7A +1 Wtit00 Smtventacel#1540,511 Dual F""clian Flood and W-li lrm Vent 12,14 e023 Yes Ys WA +to0F13d -OVwn Novel4N_94rt_57aa In-, t.r1Fl_VArt I" t?4 Yac Ys ftA +,a��a,>� 3ae Vienr fo:91:5dU-.5�2t Insulated FFu� Vant I[Si,;"P23'23 Yes Yes N)i4,. +'91DtyO00 am'a.R4®ntMwrel#1543.524 166quWQamgaDow rodelFlood Vent Saav r7Vrnkh9ox4!I S75d0.570 7nroatl W4111rvFUlOtetl Flecd aipat 12l31l;323 YK �`_ PUA IV11112023 Yes Yes WA .410oui0o 3araRVrnt Mocks #1540-57d 14S&Wol; Garage Door Fick Vert 131s1f3323 Yes Yes NfA. tdlh � - -_ -�i_un ,^� nr ' - -� - ^�u.,y ,T Ili-r-surer h,;l J ..nz y-�.. C, g :..r :;r 3. 2uI,r 'ri -d - -- IWlminrc kN,..vceek. RmIH2dh: ,. rise, Emily _ Coned EncincerS Lice validated Sv P i .n, a i. -.�h 1 a, S,e xv.M.:,rch. PE GL h.e A 5 a1Lrm T 7b 111 ire:, r,ouaa.t1."arc, ices I!,Pf" onf - i' ,�r1,�a_, t:),I'nX:rlryrrufa. �cra4m,'r�$ E.,.nGr:,auoa, L±a,.� _ Dare Data Qae>sera� a -: DI 'Va'I '' ' e, FSC Auarcv� pg{�aov"smi Status ai,,.:..r23�,. 1T,22+20-_0 1 ..,'<nM:,� Appr� j A,uu.ro,m- .line BSI a,ejtr for U.se t °� Q m H41� C+r..sid5 Halle. rn sa5 ant w'ms..wee j I 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional - -.... FL10124.1 - -. - . N, 12/16/2022- B. �% ! ''.. T UN©ERLA LIEN +�* �[ TGl Flo m �ry Ip � �r a� - } --- 151 Felt nderl ment -__ Q FL123 8 N/ /' {"'� f �'"g Elf 9/2"0+"2" lydrnalav k C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp_ Off RidgeVents FL16918.1 -- FL16918.4 NIA 9/9/20126 - - - Florida department of Business & Professional Regulation Building codes and Standards Product Approval Application Detail Page 2ofa ��2R Florida Department if SijSare_^r E Prde eonat rRc ; aticrf'I Btfildirg Application Detail - UTTER 5. SHUTTERS - - A. STORM PANELS Global Protection Products Galvanized Steel Storm panels _ - _ - _ FL15076 1 FL15076 2 NIA 12/31/2022 ._... -� - _ - _ . _ Pend [no 2M a Version Manufactarer Contact Bu Inaar&License 'Validated BY Validated Submitted FEICApproyal ,� pl'ove4 Approved 1status R-Ii.n 2020 Therrrsa=T,u Coi-ratio,. steae Jas r%en L -porn F. Sdhrr:^t. P. E tom : J. !Grrl, P.E= D411v. 421 120ses o - - s Gategcrixtarlor- {HOD}Hd3.762& PE-43409 787.8555 SubGat oly. Swtnglrz -Paerior Door Assemblies sjaspersonatheamatru.00 Compilance Metuoel: Evaluation Report from a m Fl;aalda Rep:istered ArchiGl3.^t nor a Licensed Florid- Professional Engineer Mr2W2021 (eiii ZO''1 A pra�C ', c - e i. Lct3 _, <<.:�n L.,,.a,L -.e�,' '__ ties _:, u'ni=„r= € t L.2a,ta,. tc 1 � Y,gg ,�... �a',can .. ,„ _..] �'. tl:r,: ,�w 1 z� st + Pnd 1 b N4CO Pere WA Lk71... .dry tiro validated :41@LasJ =BCA eves �, i1lAiala diLc,r l li i:ar' - tt<< .; trips Jr :2a; .+t _.r-�i: I Inrx. �=.d . STRUCTURAL _ - _ --- _ _-. - _. _ -._ - -. --. COMPONENTS -. _._ _.-. _. --_. _. -_- -_.- -_-. _.__.. F023468•R9 Products Doer kaauranca Approved for use, A SEC it :Product Mrlr@e@. Number or Name Product Description In HVi=S omn 9 a. Thermo Tru Fiber Classlo and 5xrooth r Nal ii8 &quat;I r�aG�R&quot, Opaque 1Z3t,2022 NO Crarnposrte Edge Fiberg o, Single Cam' (Inswin - =G-t--,M g X�alfeuration) 2 b.Their, TIIlib-Cl-icandSrrno�r.Gtar N-naIR-aa&q�A,Ir"­ot&q�tCipaque �22 t� Composite Edge Flbergrass Singio Dow m1h Sideldka'i(Rnsvnn,y''CklAsw,ag: XC+,,flX or Oh'0 wnfiguradions) 3 dTherm-7[u Fiber -Classic and Snaoth-Star Nor l ti&aY"..8;8 &quot;lnp>,adAgwt; Cipaque 12C34.s022 No Mh0mrout sedge((, evg� Double Do- Q or vithwd S�tl`.as [Irwurrirrgl-`aa_,-#rdtllg k= er CJX1(L contlgumtfors) 4 Or Therma,Tiru Fber.Classic aard, Sn000th.SYar Norriji 3�%#3k3,4 &gwcrk;lrnpaclt&gteot; Opaque 1131, z'072. trio Composlt$Edge Fiberglass Single DoorOnsw gtyuts�ving; X *t;lnn uretion) . Nominal 5 e, Therma•Tru Fiber•Classld and Smomh-Star Namnel f0 &glut;lrr�adt&giwt: a':�que 12fi JE0�2 too C.omposlte Edge Fibergloo, SingleOX,,-CX bmnfigu�s�ns) ngttkats.;.,ng, Xr^,,, ox. nr r:Xn ro�r�s, s for use lrvl� own Outside Hiresistant Pressure Yes Yea NIA Ye Y,� WA Y_s Yes N1A Yes Yes N7A Y=-s vas NSA l-:- a.rrilI F t ,I F;i r 3 - n , D dL'-t . ,...,. _. arc;+ r ' aei N I ,1 r t-.nni= ?5= Q ssv ==ss, 4m--e rim - _u on rrlfi _r„oars >D r7inl, new e _rri',--r �. .w... �n _„ 2.L,.. Au© ,naj - Vaa Apo ­j+or use I_,+pzet later r2 I Jy r s3,r V ee .ill Rssigt=n'. P ram.•. . t<,a ie": Ymm h%t, A. MOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart l �-- - - - 12131I92024 - - - - , - ITiiV Building Components Alpine Truss Plates FL1999.1 - FL1900.4 ....Truss _ -. - - B. TRUSS PLATES N/A .. MlTek Industries_, Inc, _ Plates F_L-2197.1 - FL2197,5 N/A 1.2_/31/2022 -1oni �v.rr Grit of BLl3��ss Fro4_sa3o ai R`.gulatitn Brulding ,Codes ant~ Standards ,. Fr.=afro# Approval Rpgr,lacatran Eaa�ttrui _.�I:•r C. ENGINEERED LUMBER Weyerhaeuser Rim Board, L a L, PSL, LSL FL6527.'1 - FL6527.5 NIA:, 3 31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20�-0630.15 NIA 9/11//2t.�23 -.- O GY E . N E, 1f V TECHNOLOGY H N i".d L� [,. r �+ Smart I�.i� Vent Products, ., Inc. _ �., rri rtVe i:. - Flood n la,,'io n Merit � i i E I l� Y t c.�i d 4r w+E it i t n F 82.. L� �.. � + ... p:'.g�''y, - 0 1 41 V�/ � OUI psf 'fit :.0` 3 � / w,;� 1 ,c.., 5 7 8 13 90 11 12 13 'I4 15 16 17 f- Tivarm Tru Fiber-C1aesaand Smiooth-Saar Nominal #,: #0 &qurt::lrr aoAquot, C.paous 12031ir2022 No Compoete Edge Fliderill Double Door ems, or without Siderites (Inswrg fOulswing; XX r CXXO Dun ura€ ins y.,Therav-Tru Flber-Cli and Smooth-Sualr gionnirial 8i fGaed 12JS na;•22 NO CDmpos,'re Edge Flberclke-s Single Door [IrS Iin+i€,`j. gL irg, X cf:hg.rini0n7 h. Therrraa-T=u Fiber -Classic sand SmDath-:tea Nomura. ssv ,8 &qtx-i;ilr�raa&gust; Glazed 12131f2022 No Comm Edge Flbera Seigle Door lvi Srdelde's(i :t€ravA SideIiura ins" nWO,, e,irg;;Xd],pX'SrDXO . WI .. .: -. 4; .. 1. Th.,rr ru Fibers Land Sworgh-Star Nominal(8 aquDt,.lrneect&quot,+Owetd 123'W2J22 No ComprIEdgeFlbotg6assDdul,�Do.,Wthor ,Mt,rout Sslefites (InsIMngfOutsY.4ng; XX or O)IXO Corri urat�ns] . 1.Thgrraa-TriaFiber_Ci�4 and ur°h_r @dnmial_A.�AO Glazed 12J$,i20r� Ct r'nn,lr Edge Fiberglass Single Door gins+vang!;iutswing > corf,guradcdn) k Therms r=1 Fber-Classic and Srnodah- ar Nom,r€a1 8&15390 &4i t:,ItnPaOt&quot, G P1 12YS f u22 No Composite Edge Flberg�- eagle Doe �k+ udalite() gnsmingi4u�et'3g; XO, GXvr DX6 SiIdegum? 1. Tharrrna Tm Fib irvCdasvc side9mooth-fir rllurninal S.'„i Qd c &gtlor,lnlpoct&qucl:tl ormosd '111n10022 No Cona Edge O ube Door wt, or owliaSee1s(InsiorgllaXX of CXXCI igur�-Fn) fa Tlmrma-Tru Fibar-Cfassicae-d SmoatA Sear Nominsel fix.439I &rLotjrrntaet&quot, Glazed Molded 12131r022 No Open Composite Edge Filrerplass Single Door {lnswan ',a,ztrMng X mraliguratii n. Thelma T--u (Fiber -Class. and Smooth -Star Nominal G&#39.8 &quotlmpaeAqucrt Glazed Molded 121u1f2reo No Open Composite Edge € --a ass Inra��oor with Glazed Mk1ldlsd Open Slderlte{s) (InsagnyCt,'tsving; Xa OX 0-`0XIO "ontig-a,vi D. Thee rraa•Tnl Fiber -Classic and Sin -Spar Non anal 6&" 3'. ,8 &quot imad & toot G eel Molded I?.i I F`022 No Apec C r� slie Edge Fiberglass Double Door with or wilhout Glii M6aided nen Sidellbes (I nswlnCrs_rrvWr XX, C=0 eonnfl ua'tlons) p_ Ther^»a Tm Fiber -Clare end Smooth -ear Nomlrm 69#-19,8 &qrict,irnpact&quoi Opaque 12;01r,r22 No Composite Edge Fiberglass Single Door wisi Molded 91>en SFle1,fi>,es1 (Insa+nrrfta?:rggA,intir XD, �n or t7Xt7 4 �`�Jr'e donrrrg ) G. TharI. Ftbar-Cossic and Snmb S°a..! Nominal a k"9,8 liquor dri-pacAquo".; Oraque 1211 No CDmpo - Edge Flbetg`�s Double flea, vrflh or without G Molded -gin Sidetites (I nswnW, XX or _)XXO Gorki u-r-3tlons) Yes Yes ri1A Yes Yes N,+,4 Yes Yes P&A €:.t Yes Yes Fg,< Yes Yes Nk 'Yes Yes RrA yes 'Yes NIA Yes Yes WA Yes Yea NJA Yea Yes NJA Yes Yes AJA Yes Yes FUi4 }� n, ■ E O L U " Eta?N OT PV- (11I Log PqrIAILq Daze. I-IIJ I..r o.�r E.n of vLl­ns'n 4aal f.nt+rri„-k3u aaC,et.,>,F";Itl s+ra:wr'cHraai Ftaa-Auusosai !ka>mr.o.d sta-,E- - ... .I _- .: Y .,I -. _.lu .,:. ...- 1 ; .... r,. ,! lUth d :.= .i ,: :,'el t1'nll,. =-. : ti-ern ,= e v F - : FLei3,,_3 U fur Use I.In'1). "Fin „_..: :I�... , .. : : I ILI- Hn,,. _._ d�..w. Ainllr PamF,_13 [wrrrtuC,,E a'raarr Caaa rl rse OnrtlwMtRsr„rraPra3wre _ _' I = r r+."r:, it : I �'.e I 9-n 1 a::l lei V. Ai I,,'- -t L:.F -+ n- F I, s.. _ - -' ---... _---. __ �i ���a �][�7r [��"��3 `'� �y. ':�j (� time ['� products listed low id not demonstrate product approval at plan review. I under t - - _ _ °-must.e The ,lid l4'<!ts sled below di i I (Lin �y r� ^_1,..n that p ,. p pp p ,inspection of these products, the following information b V' 4, i1r t1d o t,.,, l,� ,cam ,.J � i�u t approval, -. t:. I� 6 l�rn Cl�n�r'I�v' characteristics �l�i�i11 t11 rodi..ir�it ��il tested nY.i arrailable to the inspector on the obsite, 1 copy of the product pp certified to comply with; 3) copy lnt�. F��W�r9 I understand these products may have to removed if approval cannot. be demonstratedduiinai s inspection. of }��ryppIII�I�yG�ufGVturprerInJtrIIGtiJn requirements. � N/ Q 2022 V �r 4 OCT : APPLICANT LlCi 1NTSIGNATURE Dgjl,E f� - � - Florida Llapaitm rt of Business ' `=Iircfes5rri Requi.riiarl vf! Bur,ding Codes and Grande Pt,en ucr Apprtr*€a1 Af+,I ,.Uun r3ckxil -.- - --- - - - -. - _- -. - -_ -M rs.. n_ It E;ems: oaae 11-1 Penn,?- ,r_,,,ia . . iy 4 A nu .rotors, witscl Endlnasr64c r,t �d�ate e�EtY;cd 546mattA F6C Honroval Apvroead MUM ^.. -- .. F, :,,r:ri CI I 1 S ', ;• 8 F .; ',li I. I..l I.... F ) I rl l,„ r � I. Y y�;1,:1 J. 1 r;>€^_�a_: i4 '" AI, ,,:.,+ _. _ r,-!, .- _, ,r; _ '.:t a v 11 sa. h t ry -.if,'. C v Virtual Review Assist, Inc.'.la Plans Review completed and approve for compliance with the 2D20 fBC 7th Ed by Debra Anne Klahr PX23DD titan - - r u N.11 N r• , _ _�,I r . ' I aggix A suranFk li 11 Dellall r �aRr z ApAi e r t~ . -., d - S. Ace ota-use mpiia or_.1c� It_ l rSi�� R ltlAnt stir+ nr 1 rrJ L� is � 0 M a FIDrnda Deparh rid of Business & Professional Regulation Ppaic t atz ik3t4tg Codes and &I'andarcts i�rzoal Product Approval Application Detail - m -;.-. Said said ,7,1. graft Easily y sheshra lif-drtao, ft. WA alg a.�..ursv9 FAr". M,dd aI bnlnr II. SIM ra ReAeon 2020 F1,415332416 Products MI W dox egad Do- Brent S4kager La Robeeto,­ S - e- M. Undo, PE iG"0-or o2o icne alp Calag rY ,-Etenor Doors t7,71 3653°,eC. � PI i -} 317.8454 3WlGeh:c0n. Willing Enrenof Co. As mhI hAftngererlW 1- Camplial trwd: E�uetion Report frwa' a Florida Reash:red Ll.m"d Arcnaaor era =da prof-si-I Engineer 10MR12020 14!1512329 Approved l'j-7fivica I('.k ,parYL exital'r3ol neu , ",i Prsfe9 iJxi�il l'7re'!goationll ParaD racu Ce! -., and ata'ra3rci^a: Product Approval Application Detail taut1 2 t.,�- - -0 ■ ■ 1••� ull 1 2 4 5 guritir Assurarasa lAida rndlar Use P who tt Mo bi, hlunWxur or Nama Product buaelbmra crlCmluenartl EX d W ion ba.a In H, HZ SERIES 42GALUMINUM SGD SERIES 420 ALUMINUMEGE) OXO 12P31 Q024 No q q SERIES d2Q ALUMINUM SGp SERIES R"O ALUMINUM&Go 0X, XO, XX 12i3112 868.aTrunrfloal& NON•REIN ORCED .. - u24 No tYCnl[D 420nAUMNNIJ I4 e]eQ nLIlIrOn JGO 145-'W]{udA9nigalaU1e1 O.'3ortCIlrbIr CTnOCfl ®N.O 1., 3a:�t'ha+ N. t4�IE$420 ALU&quo1:: SERIES dap Al.UtdtNUfJ SG17 REINFORc.Eb SERIES 420 ALUMINIUM gGp REINFORCED OX, 1,)fY"/2P24 No XO XX 9ESqutl';x4aSquet: SERIES 420 ALUMINUM$M REINFORCED SERIES 420 ALUMINUM EGO REINFORCED XXX 12/3112024 No 1431uol.R964wd; Aporprind for Use 1tu2ast f Uuidai RVHi .as Pao WA ,Fee two N+k ". c.� #den WA Yas No NJA Yes No W., I„1„I ¢ z CIO w (VI/7 >- Einity crr 3,a�fe Q_I. ri N.-FiI :a fAE r YL. ._. l-�_-, 4L4.., i IR cen n LA, . I;nir�a,rf 1�.,.,�...T ,1a. c yLl,.r -3.r, X.1ttk4L9rd x,d;lIltSL's. FPtzAy I A d `7v -. _., r ,I -.: Il :nlmrn11I + kru.r9 n rri ;I �ra.',�Vl.. .. o:::a .122 'I +„/;a },u 1.�1 ., ?,,^I) - .nxd S f �, a FI, -.�sf.enm - r an i:-.t i --J•.r r, -.: , rlx"I'SY'.t�.:'x>F; rri 1p�lu,r,,. $jc Pr1,<—IN ar, F:: C aaR A 'Wanry (<, Vr3ne11 Paiq Aon J a, USII Ao rased }-n Uac laaanact Qa.clarl I r HdHi, 9W,id, fiyK ,1KU1nl Pr ssaW[e 'v`rA. A SHEET NO. PA 1.0 (D N C- U) Florida Department of Business & Prefesslonal RegkAudian R-T 'f I Florida Depaniment of Siminos-S. & Professional Regulation Florida Deportrnarrit of Business & Proftassional Regulation P 1 F;cinda Dapartment of Business & Proress-innal Regubhcn -0 > C- Building Codes and Standards Building Codes arid Standards Building Codes and Standards Sulcirrig Godes and Standards 2 �g =3 a) 2 _C3 Product Approval Application Detail Product Approval Application Dertalt Product Approval Appl"tion Detail Product Approval Application Derail 0- = 0 D CL 0 L_kj 9m, 4� 7 CU -0 TV" codo y"-0. lol..iiao�jatua sootily mr cer0d U..r- Data Data vadalsd Sl*>M Data Niridbog FIRC Amea� am- S14- 11029 'WrIcil- gogly. or Ise kita 2d1t LiLli Poo ForsdNX ERCAmawuti aftbo, cad. zNutr vabla hlauutadu Emi�4. Data out- Dole P-MW srari®� 1.MIod dais SW"AWalha P-'(2 We -F-0 R."oh TAtLW0fRWIi;Iihg I YALMod ft 82m- 12IJ512020 KA"ligtGum ThmpscR. dba ThorriPsion Aicirried-iral Twi, Chdstrhan Z�,,bgryR P-R ril� m I.Moh, PE Ou'lTr2020 0 &M W2 GM, OM212020 Ap,,-d Clone Plobfttori �TWUM- LLC Rm ReWFLnh WVmr 11111t P r IM111200 IVIS, A,-- 0) C) Pre,$uahs LC K-1 Ede� Robert Nimirmh J- W Kne�i- Pr I 00dJW-_ 09r,19 Wn tonno2e eppro,*d 2020 L.V. inI,. Muk C-np-y TAPA20i PE-740-1 7-i 8454 cafigary: sr�.ft- A, Jr- johnw "ezeylp'pr 98- 7545 LL� caprobirr Roaling (417) 624.6@44 PE-591N (954) 7-2-SM' 1 category: R-hg (95-t PE-44167 f954) 772-6224 hw-� -0, Sula",ikioq: Und.rliohmosrrts karri-od-1pauft.cw MbCatailoory� RW5,o Accoisserieh, that am ar, Sbcal.auiy! st- painek tim mIm--Qgppent- pj- (D O CorbiAla-Mothod. Eveluoum R-P-d Iman a 11a91@1 Poor -t 'he ft-619 systarn Florldis Reubtered Arch WA or a Loud Flofte, •comil,41-0 Ke*"� E'W�Al- R.P- b- . Flo P -W",p 0 A,,rhRaet a U-ised Rmd? _W11, = "0 (D Engla", 51orld. R,Lt^sremd All I.It ore LiCcn el -Al PI-de-ol EnorMr 0 3: FIA"W"IPET01:411LL Enw- pragai App,i, -d ins U- U1. = 0 U- 9"Ry A-uumonx. A&ihj,� for Usa, AMuvod for Usa Impact FL#I691"jaaa= guarl"aAssuo-aneo A-MWd for Us. Aujor-yed few Lie- �Hvm- R�aoiao flf"'wy ICU 2221 I Product am. Nmtw or Nam T"KO R- tkdej.ym-m ikhe;z-) product poscrilotion contrilg='ashimpato RWUi,d&uI"enI9 fix n FRC HVI-fZ (laosrM In HVHZ y- outill" N. assistant WA pry-mo NIA Quality All-_- AptiMngjgor Ms. Atow billak; 21999 .12%g WWULQL3= 1 abef "Rd slum, ptnelsolAVRZ eL2dMQo;;WD(Wn 000raiit Mgpkallaon Data Cemeet,-d Co -Ized Sfee; 81- Panolo. M-,d IM.Q[)22 In WMZ Qutsido, HYU yt�' yet lo"Wrou" a�� yel J�Il M" t !:I, Fil, F"Ni1' 0 CU � C) > 6-0 • 11`1.--� 1AII-, T c- FALM'C"'.","�K- y- IIJA Ni", U) 2 TAJAKID R-f Judrfi"-ft ll,4014-HVHZ) lialseleWL Rwrundaflaymartsft-in FBCnon4Wl-Q yats P41A NIA I 2 TANIC0 FW Top I�' Ridge'Vent with 9aff. Tie 7AWCO G=4netk Vent 26 go. 54aftc lmfenfill- 1,uh b Or& 0 W D a rz C22 G ZG go- 09M'1026 ets ye. yes N. Wk NVA �01-52.5 'FIF ��bg, uebx.biz,�,FJ Sleet P­a;q,% HVHZ '-".dl Go -1z.d S-I &-, 11-1-t-od Z131 W N. foo Yea �J­ IFV.' W�� r- FFA NIF, E '(D "0 ii.K010bab. 3 4 TAMQ 0ff-RkJq-9-f 11-t',m Halter -FAUCC Round Tp Off-Rodga Vant flah Beft fW Til. 26 gre .U.-T-41ruix .1ri WgIzued bails )E,10M�126 26 ga. b.M. 09FOMKI16 I., y- WA WA Ulk WA by -�k, IL, F-dra h­L". P'eo'�t­ U) (D -4-0 ICU 0- C- ICU 101- C:) Flooda Department of Business & Professional Regulation P.Le, 1 0 1 Florida Mreirtaient of Busing Profassinnad Reaulminn G, u rr, Florida Department of Business & Professional Regulatlor Building Codes and Standards 6W2921 Building Codes and Standards idle 4e Buildina Codes and Standards Product Approval Application Detail Product Approval AppilCation Detail Product Approval Apptication Detail . . ..... I L I 21tuo Q*- 0- P.-",K- QML- we P49 2& ftmina 2912 9 Erititif 9T Dam Dift data Danding ri.t. BM vararon manufacluiaor contact Valtdolood By validated sub!"I'law FSG Awnwal Aporo"d At" -TW version mmufamunw. c2w000t Enarpm ii, LjEean YAjd_.sd Dt ygigdw 21121alftell F22 &=.I &UMked T-io version Manungillurer Co._= Engineer 8 Lroansio ValidaW 8y Validated Submitted FBQ Aopm3o Approvej status ftooi. 2020 Mirk lmo. Bib Wood- ICC Eeoluatior Service, LLC JOG Evaktatkon 8-Am, OW. IFM21 0 8 M W2 L"- 08112J2021 Appwed R-,Asion Rs- Rold',Ah ICC E-Were, S-i- LLC ig. -h,- P E 0?4212i)2t larIMA20 112JUMID-11 Ap,'-. RoYmion 2020 Clopay Building Prodixt, Compaity Mark Wa&taffield Soaft Hamilton Gary p4uehler 101512020 1011412-020 1 or'511=0 12M, O'D Law4goiry: ffWWvuhal iornpiobarars Truss Plates k-j 0�e� Lt. owisidndRuil ourn 05) 599-9wo Cotquoy: Shru lberd C-p-rits SubCalagory° FngJ ed Lumber [--- 924,6476 8=9313288 Reaert Baldeln@wtyva e.--m gxion,w D.- SubCat"ory Sectional FDaodor Door Awwarr6fies Ckimpilance Method: Ealtrootirm Repc,t lrom a (513) PSZ32M 1461 3" 5'Sa6eis "wsteifi�Airtdolpay...Fri c-Inpliami,i, Neffiod; Ewkwum Report from a Cornplianco MOIL*4; Evaurolim II "m o Fl-lel. M.srit-.d kreh4-t- . Lunn 91.s 11� F"W", Eyelwwip iomoty Pmdwok E111011-b E',Ny Rafassrona[ EnWrear EUZ91'" Produm Fuilsm-Kil embas FL#15504-R7 Produr 99du-PAEEMU A22L-zy2gj2t_UU AWoM W Uja 1m;oWt Q-110; 62za mut-U.- 11112&,A� 0-10, -16 PAN -T'53M 84A, 94,73, 7 0031�M 1 5 15M 190, 76 Sbaefl`ah(mio 25qa)-')oub:e-i--rj92-o16T 'i �31 12038 Nm Yes ye,- 4-Q P,20_= MR;oL Numb., 9, Product cyW000t Etph-or last, 1. HVM Queoldo HVHZ joesdoloord pm��. PimIuct Wpcio� N..� N- nilud Desolm.. C-b -t E Date 1. ff%,Hz ftoJtaiA Wessur® 75V 4R4F, ARSF, fRaT, �3RSF, 2RST, 4e, 41�Rl 42L S7 vAde)lKDrC 1-W0DE&'AM 74, VV5 Garage D�- -I- I hLISAHa AB ga Well smimpth Muss -art -plan 121 -, p 022 Y. yes NA to 1 Mcmiam LVI Larniholuod veneer Lumber 9MiQ02I H. N.- WA 425,55 55C, GD5:, GDS&IIt•GR53, rR5SV, AR5S 2 $4108H8 18 g.,. sup. high,5ft-giri bu-- Lunivadw plot. 12rV2022 Y. Y. NIA NV A 2 Perallarn P,9L parallel Stwd Luwber No YR NFP W, AR5SV FD5& ED5SV I 4 Mir Is owrisris it qobroba mrmalor plate 121311/2022 Ito. mar, onsho#h truss -ularplot. 12r40022 Y" yes Yes y- 1,11.11 NIA MIA, WA 3 4 T-berStramil.81- TJ Rim 8-d Laminated strand Web., 0313'V2L2L Lumber or orenwe; nthexi W. N. I n y- RIA NfA NIA rVA 5 MT20HS 20 gio, Rgh driorg1h Vuss caninoul� plot. 1�ZiQG2' Yes Yes NIA NIIA 5 .*erd Rom SL- On -red Stro- board Fri.,, u-J O'W�3i 12-- W, yts NA WA fi MR. MT18 Is go. truss cc,tn�w Oates 12,31,12022 Yes Yes NA NA 7 TI-20, W20 20 gio. "as --hx plates I 2131=- Yes, Y. NIA NJA W U) L. (D E r z c� > cn o Mo - CT 2 8 2022 VR/ C) Virtual Review Assist, Inc. O Plans Review completed and approved ♦� for compliance with the 2020 FBC 7th Editio by Debra Anne Klahr PX2300 U) -0 °° o Ui :z SHEET NO. I May 27, 2022 PA 1. 1 c- C/) FF-L 2 cD EM= Simpson Strong -Tie 2020 FBC Approved Products c Updated 12J30=0 Mir= �­ Simpson Strong -Tie 2020 FBC Approved Products Updated 12i3c',�20zo EM= Simpson Strong -Tie 2020 FBG Approved Products Updated 12, _,�2_C2(' �� Simpson Strong -Tie 2020 F13C Approved Products ipdat�l 12,3012024) 0 0 I F-dii-ect lankst.all SST appiravolslisted beiva, CLIC, HERr For Arect links to all SST approvals listed below. !Q."K HERE For direct links ro ell SST appramis listed jbdcw. CLICK k1fRk, rr:d �i k- is ad 717 c e.; CIO I Fax additional information regarding Florida's Statewide Product Approval %stern aid Murn]-Dade Cour&j NdIL--- of Acceptance (NOA), ;_�LrJ"Q�r. For arldrTknal Information regarding Floffda'sEttatewide Product Approval Systent an d Coontyl,joI JOE, OfAcrcectairi irfOAt, tlN For riddlachrid inaarnallori regarding Flonda's Statewide Product Approvat S�Ajera and Thateil-Dirde Courry Notice of Acceptance (NOA), L -11- (D 0) C C1) FL #2355RT FL#10446-R6 FI-910-456-115 --Ple� anco;-.- Pzcs.-minunt ha-cz-rs, ajaiiabe n wrolic -ro-n 3. = = CIO I '� a,�rJ lip -ijhts --om -,larcs, cu a) -0 0 SeQ # Product Model Number or Name Product Description _fta Product Modal, Number or Mame De5gript --c" PEgggo tigir .Product No4atNumber orName. Product; 12el2upiticra � m� k,'Inu ;,a its ea�cf to .r "han C) I Titan Stainless Steel Concrete 8, Masonry Screw (TTN-SS) 114i'd0reater Titan stainless steel masonry'screw I A21, A23, A33, A34, A35, A44 Angles 1 BT, BTe, 9TH Brick Ties greater 3-r�; 16' = L_ 2 APA21 . APA4, APAG, APi/,k21, APVA4 APVA6 Outdoor Accents Angles e CMST12, CFTI CMSTC16 Coiled Straps 121 es Focp--•nurithial-L?eis, Ira: le: iii,t,ieti),T-,,)giti fr 'r:n L7 '' i ­ g 0 0_ 0 3 APB44 APB44Rf3SUB , APV,:f6r APP66R, AP, APB68R, APBIOIO, APB1010R. APVB44, Outdo- -- Accents Post.- 3 CS14, CStF_ CS,2 S16� CO3 C;822 Coiled Straps !,18" and hedght.. -rc.,) tc 16" 0 LL 119-0589-116 APV244R, APVB66, A_PVBWR, APVB88, APVB88R, AP1,61010, APVB1010R 4 C5HP118. C-55HP20 Coiled Straps 1, G 1- 3 C 25-_c F3ce-mount ha'nae err ICU 4 APDJT2-4, APDJT2R-4, APDJT2-6, APCJTI 2R-6:, APVDJ"24, APVDJT2R-4 APVDJT2-6 Outdoor Accents Deck Joist Ties 5 CTS218 Compresson/Tension Strap 14 11 I:'6' 28 J:-'. F-e-11101.1int ha-gers. 0 (U C) > Zoin # Flingduct Model, NwMkLLRLUW_ne I'livi l2egarfintitilln Ala; 0JT.2PZ-S a D3P, r.SP, TIi;nP Stual to Plato f^ 15,' i i I`Z F��c� �,,unet U) I SDI 01 12DBB Outdoor Accents Connector Screw 5 APH Hat), APHH46R, APLTHO 10,, APH H61 OR OutdooFAccents Heavy Hanger Hl� H10& P2 SA. HIS, Hid, H77 H10, H165, 1­05�2; • H16-2S Hurricane Ties to R4c- t.unt hang a) 2 SD91 12, SD9212, SD1 0112, SDl 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, AP74, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and Beare-totalumn Ties HGT-2, HGT-3 HGT4 Heavy Gird a-Ttedown U) CU 1E U) 3 SDOI I 2SS, SD9212S5 Strang -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH210R Outdoor Accents Light Hangers 9 HS24 HurricarneTia, 17 1— ". , e �FG SPS m�[ 1-00 S.-Is lh­geim 110- CIO -4--1 0- 4 SDCF22434, SDCF-22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CP Screw a Siva Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDSI, 14SSI-3-SDI. HSS4-SM Heavy Stud Shoe I` 'yli ge -mount hangers, �ailain rr n M ift'h LAr 1 c't0 El Fzc P s trGr4- 1 U) < SDCF2221134, SDCF221:334, SDCF271958, SDCF272358 9 CBT2Z,CBT4Z Concealed Bea an TIE-- 11 HST2, HST 3 HISTS, HST6 Straight Straps ruff heights Term :i uali, 6-15111C ro 10-1 i2l, 5 SDCP'-)12434, SDr-132215112, SDCP22614, SDCP22700z SDCP22858, SDCP2291 2, Strong -Drive SOCIsTimber-CP Screw to CJT3Z.CJT4Z,CJTSZ,C,IT6Z Concealed Joist. Ties 12 HTS16, HTS20- HTS24, HT,928, HTS30, HTS?OC Heavy Twist Start 1P "4ne-mounf 6 SOCP221 100 SDCP221134, SDU1271400 SDHR27400B SE-FIR27614, SO 1-11131400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 11 12 DJT14 DS Deck Joist Tie Dry Wall Stop 13 14 H-,SQ16KTZ. HTSQ20KTZ LFTA H,-,av y Twist Strap Light Floor Tie Anchor --IJL F'_- --nef, hanveM Smrivned face TrloW­ hAncer-1 W),ilQhle " vAdjls raricim.- corn 1 5,:. to 3 - 1)!, 6 a nd t, -3 1 c,,, S ! a, g i - g fro m -3- 1 ; I r,­ toI 2j4' 7 SIDS2511Z SUS25134, SDS25200. SD525212. SDS25300, SDS251312, SDS25412 Strong -Drive SICISS Heavy -Duty Connector Screw 13 FC4,FCB Framing Clips 15 LSTA9, L91Al2, LSTAIS, I STA18. LSTA21, Lf37F424, LSTA30, LSTA36 Straight Straps Concaa led fla r, qp vet-s-on : S; _; R.-_ SULEC' inailat)!e for -Al dicil-le SIDS25500, SIDS254500, EDS25800 14 Py'vAtrJ7 Foundation Wall Angles 15 I_ST1149,, LSTI-I Straight Straps 2X and 4X models on ifC L_t, fla rJqP j,-- concealed. 8 SD$215112SS, SDS2520CSS, SDS215212SS, SIDS25300SS, SD32,5312ss Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 1-71320, LTS40 arwiling 1::: 3,-e'-Mount h;irincle'-, wid', 9 SDWF2716, SDWF2720, SDWF2724, SDWF2728, SDWF2730 Strong -Drive SDWF Floor-to-FIlocir Screw 16 H2A, H2_5T, H8, HI OA-2, HI OS, H 14, HG Al 0 Hurricane Ties 18 LTSI 2, LTS1 6- LTS1 8, LTS20 Light Twist Strap i,)' -, for heights rr, n a i r, g f-inn 2-5-'r3, " to 1 `_1;4" 17 HCJTZ Heavy Concealed Joist Tie ng MGT Medium Girder rrfed own 18 HH4, HH6 Header Mangers 20 MST27, MST37, MST48, MS-60, MS772 Straight Straps FL#100j 19 KBSIZ Knee -Brace Staijbilizen -31 MSTA9,, hill MSTA15, MSTA18. MSTAr2 viSTA24, MSTAK, MSTA;36, MSTAQ Straight Straps FL#10667 R6 20 Angles 22 MSTC28, M=40, MSTC52, MSTC66, MSPTC78 Straight Straps. $act # Froduct Model, Number or NaMe, Product Desgid2lion 21 LCE4 P05, Cap 20, MS7C48Ei' 3, MSTC66B3 Pre -Bent Strap rrl 1z Product Model Number or Narrio Prod' ct Desc prig I ATR3/8, ATR1t42 ATR518, ATR314 -threaded Rods 22 LS30, LS50, LS70a LS90 Skewoble Angles 24 MSTI26, MSTI313, MST148, MSTISO, I Straight Straps •To hangeis ri-aflif_iem v.dzt,.s rarrg.rg from ,,r 7- 2 ATUD5, ATUD6.2,ATUD9, ATUD9-2,ATUDg-3,,ATUD14,ATUD14-2 Aluminum Take -Up Device 23 ILSCZ Adjustable Stair Stringer Connector 25 MTSI 2, MTSI 6, 18, MTS20, MTS24C . MTS30. MTS30C Medium Twist Orn la heights r2ngmj ;corn 7_11&ic 3 BP318-2, BPI r22, BPIf2-3, SP&M-2 BF-314, BF13/4-3, BPRTUD3-4 Rearing Plates 24 LSSJ26LZ, _SSJ25RZr LSSJ28LZ:, LSSJ28RZ, LSSJ210-Li!, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2xI0-12, NCA2x.12-12, NCAa8-18, NCA-NIO-18, NCA2"1-2­16 Bridging hem;­ 4 CNW318, QNW1 12, CNW15f8, CNW314, CNN 518­1 12, CNW3M-518 Coupler Nuts 25 LS13RI.8I,LSSR2_1, LSSR2,37,LSSR256, LSSR210-2,LS5R410 Field Adjustable SliDipeablelSkeioable Hanger 27 RCIAIR12, RCWR14 Wall Bracing in ­ and from 9-1�1a` tc 24" 5 CTUD55, CTUD65. CTUD56, CTUD75, CTUD76, CTUD77, CTUE)87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4,LTP5 Tie Plates 28 RPSI 9, R PS22, RPS28 Repair Plate Strap 1 U2c ',amcierF Tonflange ngers In rerdth� rangringtrorn ,-03 --TUD96, CTUDQg 27 ML23Z, I'Al-24Z, ML26Z, ML28Z. ML.21OZ Angles 2Q, RSP4 Stud to Plate Connector Sff'and heights i-asunig from -1-1 ia'tr: 24" 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 PI, SP2, SP4, SP6, SIPS Stud Plate Tie- DGHFcede_ tange's Torf fla-sle oangenf eci=­�­e m mdths tzmcing from 314"m 7 RTUU3, RTUD' .5, RTUD4, RTUD46, RTUD5, RTUDO, RTUD7, RTUDS Ratchating Take -Up Device 29 MMHC Hinged Roof Connector el SPH4, SPH6, SPH5 Heavy Stud Plate Tie 5M, height,� iurmilrom 9-1,4'tr 24", 8 Ti UD9, TUD10 Take -Up Device 340 MMLU26, MMILU26-2, MML028, MMLU28-2, MMLU210, MMLU121 1, MMLLt39, IVIMLU1311 Face -Mount Hangers 5 2' SSI.5, SS2.4, -1,63, SS4.5 Stud Shoe '3 EG5, E-".G',1 serefs hangero Trn� fl hailtgelir a ailsonc in,pajlh�T raingirg Timm '­1 M'lo 8 9 TUW35 Take -Up Washer 31 RBC,RBCP Roof Boundary Clips 33 ST9, ST1 2, S-18, ST22, ST292- ST2122, ST2115, ST2215, ST62115, ST6224, STM6 Straight Straps 7ral ftofn 11 To 10 URS3 316' Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB2 1-1 TTB30, TB36, T1342, T B48, TB54, TESS, TB60 Tension Bridging 11 URS4 1.12"Upift Rod Run Tiedown System 33 RT=, RTC42, RTC2Z, RTC44 I Tie Connectors 355 TWBI 0, TWI3 2, TWB1 4 Wall Bracing 4 Wn -1 height r.d f ro m I 1 114tu Z, 12 URS5 50 Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTIL Variable Pitch Girder Tiedown Lstme, hing,-ts sad d m hangers ava 4A bie in viid ths is nrj fing fro iTI 3-1 W' to 6, _71$" 13 URS6 alit" Uplift Rod Run Tiedown System, 35 TJC37, TJC57 Truss Jack, Clips 37 VVE 1106, WB I O&C, WB 126, WEI 26C, W81 43C Wall Bracing and heig' its, larginr1, 28' 36 Z2, Z4, Z44 Panel Steeper Clips 6 1:74-TV r;e,ies -targets_ Top !Linge hangers aya4lot.te;n verdtI a­girG Trani 3 . fa' sc 7- 1r8" and heights ,tnny from 1 1" To 3Z FL#10441-RG t-Laiu-531" - --r, Too flngr a-ige 'Be�saffiia,ze inoiecitos ranSlO :o7- ranging r,o- F)_#JQ447-R5 V2" anti heights ranging f1rom, 8' io 30"_ §2AJ Product Model. Number or Ne me product Dalucriptigift §2@_# EMdud N2dgl, NurgbeL2LN_2_rru2 Product DiltscriMign 11) -G! far,r llorfrcrs Saddle from 6-II-Vto.6-7/8" 1 DTT2 Sag #F Product Model, Number or Name Product Description 1 r6l­12,37n:55, CSH237x7_O-3,CSH2,37xQ.75 Concealed hangers and heignts. raing,rig f-om 10-112" To 28" 2 HDC1014, HI)CI0f22 Hold-down I AHEP Adjustable Hip End Connector I DU, DHU, DHUTc series hangers Face -mount (DU CHU) and (DHUTF) hangers 1 1 - GILT serie, [,_,riae, To flimle l avallable in +,frdtns rarig-l- q fiom 3.114 t" 3 4 HD08, HHDC11. HHOO14 H DU2, HD U4, HOU5, H D LS, HDLJ 11, H DU 14 Hold -dawn Hold-down 2 3 DSC2R-SDS3, DS(32LSDS3, DSC5R-SDS3, DSC5L-SDS3 GBC Drag Strut Connectors Gable Brace Connector available in widths ranging from 11-9116"to,3-9115'and height- ranging from 9-IfEl" to 23-15/16" 1 71t'r Top fl-ge hartqQL a -a sL­e;n,,wlri,.,, -z-gir,ig from 3-11 ;4` tu 7- 5 1 HPA35 Strap -style purlin anchor 4 HCPI.81, HCP2, HCP4 Hip `-cn net Plate 3 HGU3.53-SDS, HGU5 2,1-5DS, HGU5 50-SDS, HGU5.62-SDS, HGD7.00-SIDS, HOU7.25- Face -mount hangers 118" and heights fjr,,,Iriq from 1 to 6 LSTHC8, LSTHDSRJ Strals-style hold-down 5 HHRC^-1-2, HHRC42, HHRC42.2, HHRC411-81, HHRC44, HHRC5 2513.25, HHRC5 37111 2v Heavy Hip to RRIgeConneclors SDS, HGUgnOO­SDS 1'3 �Urr' �er[,?S ! avli�etf rcip flanlgp nm9:[r'q from 2- -'16" to 3. 7 MASA,MASAP Foundation anchor strap _1i4QCAA 4 HCUS seri-e- h..q.- P..e mount h.no.- .­ibble in width. -9i.9 f- I Sill' c 8 MPA132, MPAI" Strap -style purlin anchor 6 HRcl ,81 I HRC22 Hip Ridge 1-crnneorar W" and heights ranging from 5-5116" to 12-718". ;el los-la 9 PAII 8, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5-50SDS, HHGU5 62SIDS, HHGU7 rjG=SDS, HHGLI=f 25--CDS, Face -mount hangers 3-Cif 16' and he ig r, ranu n g from 53,6' Ve I -I -118" 10 PAI18, PAI23, PA128, PA135 Strap -style, purlin anchor a LSU26; LSSU26, LSSU210 Light SbpoabledSkaoobrrr 'i Hanger HHr'LJ9 DO-SD-q h. srmes TeD flan[aa harignm -alaele in,mdths rarming from i -01,16' to 5- 11 STHCIC, STHD10RJ1 Strap -style hold -down 9 TBE4 TBE6 Truss Bearing Erlrranoer 6 HHIJ$20-2, HHUS28-2, Hl HHUS46, HHUS48, HHUS410, HHUS5 TSVIG, FaGe-mourn, hangers 1 l77 and teightf, a,., ins from 3 7,11K't- Conceae'4 flange 12 STHD14, STHD14RJ Strap -style hold -doom 10 TC24, TC26, TC28 Truss Clip HHUS7.215110 cq 11 THA29, THA213, THA218, THA218-2, THA222-2, 7HA413, THA418, THAC418, THA42?-, Adjustable Truss Hanger HSUR, HIS' ]L- HSURC, ASUILC series hangers Skewed face,mount hangers available in widths ranging firt- - jr,�.2� I THAC422, THA426 THA422-2, THA426-2 1/8" to 5-116 and heights ranging from 4-3fr' to 15-3/4" 5­re� --if ef< Too n,­h:it:;e in YMI - mmfing from I j' is, 7 12 THATI 81122, THAl2.06122, THAl2 1122, THA1222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized tot I -Joists Concealed hange version (HSURC, HSULC) available for e I and lieight- mn�p nij 2 . R­ 13 THAL422, THAR422 Skewed Truss Ha ripr dDu ble 2X a n d 4X ril only a ciale, Flange is concea led. Tolef1b,,gpi ajlt [ii ,vdithur, tifirc),no fro to 7 14 THJA26, LTHJA25, LTHMA Multiple Truss (Hannan; 8 HTU26, HTU2-8, HTU210, HTU26-2, HTU2&2, HTU210.2 Face -mount hangers 1 2'' and heights =arrqing from;-r 3'I:S' -,- 32". 15 THJM2-4-SDS3, THJIv12-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUCC sencia hangers Face -mount hangers available in widths ranging from 11-9/1,2' -.D I F, vies hangers, Tof) hairgers aadjote in mdrhs ranging froarl to 16 TSBR2-24 Truss Sparer -Restraint 1124" and heights ranging from 2-7f8" to 19-114"', Concealed -'and heights ,c-rig front 9-IiA'tc 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for airmodelshaving width equal tr I I . , � R I "ofiflaoire TI har-gers _a_e lzb'e ,n rvicm, f 1 -9/16'and heignt'.5 18 VTCR Valley Truss C'llip greater than 2-9119'. lancing frorin 5-3,ir" r77-14'' 10 HTJCQ1.81f9SD& HUCQ1.81111-SDS, HUCO210-2-SOS, HUCQ210-3-SDS, HUCQ310- Face mount hangers 20 rz-A s.j iei, h:.rnuem Top flange hangers a,,edrible ,n .ionic of I 9VI 6" and heights SOS, H UCQ41 C-SDS, H UCQ,412-SDS, H U035.2519. SDS, HUC05.25)1 I -SDS. HUC061 0- renginj frorn 9 3il6" tc 13 1181, SOS, H UCQ61 2-SIDS nr "Lor2821 A V_ Virtual Review Assist, inc. Plans leted and aproved : for compliance with the 2020 FBC 7tph Edi by n Debra Anne Klahr PX2300 EEM Simpson Strong Tie 2020 FBC Approved Products Updated 1 YM202 0 Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products Updated 12K':,,_-_�0 Simpson Strong -Tie 2020 F6C Approved Plioducts 1211)2(120 For direct finksto all 881'approvels listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK FERE I I =10N�RMNI F ir direct linifit to all SST appruwals, listed beiew, C, it'K HERE -_e�iect ink, tc el 8L' apicru,,rifskeac t6A-i It Foradditionalirtformation reganlirigF]onda'sState,&id-ProWet Approveddlystem and Warnim-Dade County Nolnue ofAcreeptance (1,10A), F em and MiBmi-Dade C�nty Notice of Acceptance 010A), r For additional infonnati regardsig Florida's Statewide Product Approval System and Marni-Dade Cournry Notice of Acceptan� (NOA), or --dr, i cn �,' mfurna I im re Q a rd _o g F!mil '5 State�,ude Procr. UAppraia' Systern and Mtarrf-Dem- County Not- a.Aceipiance ��P�j!, I 21 LB series he irgers Top flange hangers available in width of I -19116'and heights FL#11468-R5 SYL BVI 50, CUL BV1,81, SILEV2-06, SILBV2.37, tr)LEV2.56, 8A-BV2,68, SILBVS.12, Top Flange Joist Hangers SET-XD Adhias.eAnch,,r40r `­-ete ranging from 5-arg"to 15-118". SfLBV3 56, SfIBV3.62, SILBV4 06, S)LBV4-12, SILBV4.28, SA-BV4.76, SILBV5-50 Slronii ScIr 2 (STS'. STD2 4SS ST132 FSS�i Saong-Rolt 2 tVed-� At nor Tcr �or-,Creze ev aiiable. in carbon 22 LBAZ series hangers Top flange hangers available in wIcter of 1-9/16" and halights Sect 0 Product Model, Number or Name Product Description 19 S111720, SfDTT2Z,,1_;iHTT14, H774, HTTS Haldowns steInd I ype-- 304 ­1 j TO -taimfrs;eP! ranging from 9L3M 6" to 13-1/8" I HHUS2110-3, HHLJS210-4 Joist Hanger 20 SIMST60, SIMST72 Straps 118 mil (10 ga) THL_H48S I �te" H.D Heavy Dual- . _-nricv,rrxchoT for concrete ond marRomy 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in v-Adths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SPAI, SP6 Stud Plate Tea avab- ititewth hex =d m c-bor steed and Tyr es 304 ;ind 316 7/8'and heights ranging from 9" to 33-112". a HUCQ210-2-SOS. HUCQ210-3-SOS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TOP Stud Plate Ties stainiiisf; steel, cn­+D,s_,,k lroad,n carbon sta-I sod 24 ME35, MEG7 series hangers Top flange hangers available in widths ranging from 5-14" to a- 4 THGB2, THGB3, THG6H2, THGBH5, THGBH4 Joist Hanger i STC,DTC Truss Clip Tyr`-316 stainici.ssi se -I OrIcE and heights ranging from 9" to 32-1112°'. 5 THG02-SDS3, THGQ3-S0S4 51'THGQH2-SDS3, T1HGQH3-SDS4 5, THGQH4rS1)S6 Joist Hire get 24 TBD22 Truss Brace Diagonal [o-, HL, Ri-r1C'r11:o1r­. i I HUG r, qTH.Dbi.,D�.14RC,, I lien .-D Threaded RA CotiplK for con, -rote 26 MIT sciric. ri Top 1"Wrig. h..9- ­d.bl. 1. kiths, ranging from 1 -Oil 6"to 6- 6 TH01M. -3, THCW3-4, THCW-4-3, THCW4-4 J-1, Hang., 2S TJC37 Truax U-1, C-a-b- i`� - HD I R.,6 I 1." 11 W*22,51 L�S[ I I �L)L�3 1 C'81 Z' j, Z721 ��R I I -HD=u-134­,� 'r.L­ Hu N­­I-1 Il.d I i­r, f., 118" and heights ranging from 9-11-t"to 24". T-.'DlM-12,TRH� 26 PF, PFB, PFDB, PFDSI3 series hangers Top flange hangers available in width of 1 -9116'and heights 10 L vi Iei'C­" I ge-All An hu, mac nr, ranging from 3-3/8"to 7-1 f$": FL#11473-R5 FL#13904-R5 (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in vridthstanging from 1-9J`16" to 7- Sea Product Model, Number or Name Product Derain hiptian Sea 9 - Product Mode[, Number or Name Product Description EL416230-113 11/8" and heights ranging 9-1/4 to 32'. 1 DETAL20 Couble, Embedded Truss Anchor I CCOM3.62-SDSHDGr CC01,14.62-SIDSHOG, CCOM5.50--1:;DSHOG, CCT0M3_62-SDS`_.. Masonry Plar Caps 2 3 FGTR, FGTRHIL, FGTRHR HI 6, H 166, H 16-2, H I c_2S Girder Retrofit Anchor HurricaneTie CCTQM4-82 SOSG, CCTQIc15 SO-SDSG, CCCQM, 62-SDSG CCCCOM4.62-'_;OSG. CCCQf15.'-AP auAx Product Model. Number or Name Product Description gh-at errs Actiltr fOi COFICTeTe sit -raisorrry FL#1I1fflSftAA 4 HFTAI� HPTAIII, HI=1`A,>:`j,HFrA%,HrTA40 Frinirnmirapt! Truro Arihnr lvinqninry Pki.r Capri; i 1777 H F T'.Lr:'1"'-­r"'j E 5 HETAL12, HETAL16, HETAI-20 Embedded! Truss Anchor PCCLLQMD4 62G-KT, ECCLLQrAD5.50G_K-1 FCCLRQMO3 62G-KT, ECCLRQMD4 62G- = SET XleHigh-Steng", Epoxy 14':Jljfrji fur frnasorj Sea 9 1 Product Model, Number or Name ABA44, ABA44R, ABA46, ABA46R, ABA66. ABA66R Product Description Adjustable Post Base 6 7 HGAMIO, HM9 14PETA16, HHETA20, HHETA24, HHE-FA40 Masonry retrofit cannectom Hev-jy Embedded Truss Anchor 3 KT, ECCLRQrA05 50r.-KT HIGUM5,25, HGUM5,50, HGUM7 00, HGUM7.25, HGUM9,00 Heavy Masonry Hangers S 3U, -16 c t T R2` Srrc­-_%ft 2nr, Trten 2 fScrew Anichn- fhr Gonfrrntr- 2 ASU44, ASU44R, ABU46, ABU48R. ABU5-5, ABU5-6, ABl ASLIM, ABU66R, A131-168, Adjustable Post Base a LGT2. _GT3-SDS21 5, LGT4-SDW Gird-Ttedown 4 IDGUM25-2, I-GUIM26-3, LGUM25-4, LGUM28-2, LGUM28-3, LGUM28-4, LGUM2110_2, Masonry Beam Hangers HL T�E �4--HD CSCSS) Tten Hi -I Heavy-Duoi �__cr&,Ancho, �r �_ncrate av5i'sIL:P 1,-, 304 ABU88R, ABU10I 0, ABUl 01 OR, ABU1212, ABUI 212R 9 LTA2 Lateral 7 russAnchor I-CUJO210-3i LGUM210-4. LGUIVM6, LGUM48, LGUM410 cr taln.N',ss steir iMth 'iex heard �Iird 31 r3 f4ain le,'rr rel eirth 3 ABW44Z, AS10,144i ASW46Z, ABW46RZ, ABWb6Z, ABW86RZ ASW7.7 Adjustable Post Base 10 META12, METAI6, META18, META20, META24, MFTA40 Embedded Truss Anchor 5 MBHA3.12N_25, M9HA3-1"71I.25, MISHA3.560-215, MBHA3.56AI 25, MEHA3.50/11.25, Masonry Top Flange Beam Hangers cc,wite.r,scum k feiad 4 AC4, AC411R, ACE4, AC6, ACBR, ACE6 Post Cap 11 MSTAM24, MSTAM35, 4STCM40, MSTCM60 Strap Tie for Masonry MBH A3,56111 68, M BHA3.56114, MBH A34 5W 6, MBHA3,56l18, MBHA54 5WI211 _V-r T,-,vr, IT Then Turbo Sc.rew,Ar,.nof for concrete or masonry 5 BC4, BC46, BC4R, BC6, 6C6R, BC8, BCS2-214, BCS2-3M Post Cap 12 MTSMUL MTSM20, HTSM16, HTSIVU0 Twist Strap for Masonry MBHA5.50fg-2( 5. MBHA5 50M 125, MBHA5.S_111 188; MBHA5 50114, MBHA5 fflM 6, 6 C844, CB46, CB48, CB66, C868 Embedded Column Base M8HA5.501-8 W 7 CBS044-SDS2, CISSQ46-SD612t CBSQ66-SDS2, C8SQW-SDS22, CBSQ88_S0Sr2' Embedded Column Base 6 `vSHU3.5619.­`1, MBHU3,66111.25, IABHU3.561111_88, MISHU3.56114, MBHU3,56116, MeHL13ST1118 PaIBHU5,501925,NIEIHU550111.25,tABHU5.501188,MBHI$55CYI4, Masonry Beam Hangers LL#16937-R3 (D 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-1/Z'and W'2 ranging from 3-5/6" to 7-1 IT MEHU550116.. NIGHU5.50118 Product model, PAurther or Name Eroditict Desolation C_ 9 CCQ-SDS2-5,E--CQ-SDS2-5 Series Scrawed column caps with W1 ranging from 3-1/4" to 9-1/2" and %Al2 ranging from 3-5/8" to 7-11Z' Sea 9 I Product Model, Number or Name DTT1 Z Product Description Deck -erasion Tie X'S,11-16 #10-IC Ctreng ' tee ,' Meta, S: if -ID Tapping Scov� witfil #rj Cris Oomt > U ) 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD1 2, HD1 9 Bolted Holdowns FL#13975-R6 4:. 2-24 Stong -D,Ve XL to ige-Hpad Metal Selt-Driltrig, Tapping 11 EPI344A, EPB44, EPS46, EPS66 Embedded Post Base 3 H03B, H058, HD76, HD9B Bolted Holdowris Sfev*,,Yith #15 DMI Pilint and T rfros DianiiHer Hie "Idatilhiet Head IM 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-314 Tension Ties Sec it Product Model, Number or Name Product Description, <,,,IQI l4S- Xiyl'�;! 14511"4-�K #12-24 Sirong-Drroe Xfv1 rilvdwri-f fed rilptal Seff-DriNng, O > 13 3CB44, I-Cefte Embedded Column Base 5 17-1-19, LTT20B, LTTI31 Light-1 Prison Ties I SDW223001 SMV22338, SDVV2-2438, SDW_'2_-8, SDW22500, SDW22600, SU.N212,538, Strong -Ochre SDW EWP-PLY and TRUSS -PLY Sorevs tapPMg , ervs por�t arm medium [,,rnrmtrirf ie.x 0 4 LPC4Z, LPCO_Z Light Post Cap SDVV22634 IS� <�- XQ1`12'_1•"_'4.X'_.i1_­ -2K # Screwiavath#5 15 16 MPB44Z, MPB66Z, MPB88Z P844, PB"R, P846, P1366, PB68R Moment Post Base Enribedded Post Base F6#13628-R5 2 A Si 1 545OU 5DvVC1 5600 SDVvH1K1(J0DR SDVVHI9400DB, SD`,%H9RQODB, SIOWI-11983ODS, SDW1i_P QrCD1B Strong-Dirve SOWC TRUSS :Scteew Strong-Drie, SDWH TIMBER-HEXScre,ov xl.'3461'1:115: 5l< Drili ?01T)t #10-16 Strong-D(�ve I"I'l J11filrall Seff foilleg, Tapping $rrrrf,,rswdIh 17 P5544A, PBS, PBS66 Embedded Post Base 4 SOWH274-On-C,,SDVVH,17600n-,,SCWH2780DG 5DWH27100%-_5DWH27I2O0C Strong -Drive SDWH TIMBEI HOG Screw #1 Drfl Point 18 19 PBV6' PBVIO PC44-16, PC46-16, PC48-16, PC54-16, PC66-16, EPC44-16, EPC-46-16, EPC48-16, Round Post Base Post Cap _SW I Product Model, Number or Name SB'Jax24, SB7f8x24, S 51x3O Product Description S6 Anchor Bob 5 6 SDW-S 1 ul 2, SuvVS1 6300, -S[)`7VS1 6312, $D'&_S1 640D SOWS19600 SOWS19712, SDWS22400,SD,.,VS22500,SDk.tv-S2'-512, SDWS20600, Strong -Drive SDWS FRAMING Screw Strong-Duve SDWS TIMBER Screw(fintenor Grade) 20 EPC04-16, EF-03TIG-10 PC4Z, PC4RZ, PCOZ, PiCORZ, PC6Z, PC8RZ, EPG4Z, EPG4RZ, EPCOZ, EPC6RZ, FaPcu, Post Cap 2 SSTI316, SSTB20, SSTB24, SSTB28, SST534, SSTBW,, SST816L, 5STF-L-201., SSTB24L. SSTB Anchor Bob 7 SDWSZ2800. SOWS229005 SUWS221000� SUVVS221100, SCIOV3221200, 3MV3221500 SOWSZ23OODB, SDWS22400013, SDW$22500()B, SDWS2-2iBWDB, SIDWS221ewos' Strong -Drive SDWS TIMBER Screw (ENhatkar Glade) FL#35320-RO -4-0 EPC8PZ SDINS221 OOODB Seq # Product li Number or Name Product Description 21 PPB44-4Z, PPS44-OZ P..L E.- 8 SOWS2231 2DBB, SDWS-"51 2DBB Outdoor Accents Structural Wand Screw LjS--B43,5 JSSC8413, L:SSL848, _1SHS Bypass Framing Drift Strut Cttrinectfir 22 RP8Z Retrofit Post Base FL#13672-R4 9 SOWS2730OSS, SDWS2740OSS SDWS27500SSI SDWS276130SS, 3DWS278WSIS, SDWS21711 OOOSS, SDWS2711 20DSS Strong -Drive SDWS TIMBER SS Screw F,-E,42 5) `C:B45,,, iPCB57 5 FCB4i 5, FC:R41 5 '�Fr-IS__64SI� �PHS034S1'116-51< Bic Framing Fir:d-"no Conn­-cr �mng-Drr,e �6, FPfAL3D,-,4t�',,216 rPHSD34S1 14 r PHS`Yz,/ FPHS,_1134BI " 14-*K P11SO Framing-to-CR-S Self- #10-16and #12-14 Drinflqg, T LLMMM Se_o# I Product Model, Number or Name CMST 12, CMSTI 4. CMSTC 16, CS 14 CSI 6, M 8, CS20, CS22 Product Description Coiled -Straps 10 11 SIDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accepts Hex -Head Washer 2121� 4, I_SilCe 2b, SFG125, SIC4 25: SFG6 25 apping S P­cranrinqCcnf,K,_-for 1-SC6,25, �MSSQ 2 HRS6, HRS8, HRS12, F-HAIS, FHA9, FLIA12, FHAI8, FHA24, I MSTI26, MSTJ36, Straps 97 mil (12 ga) 4 25 1 SSC6 241' Ss(,r . 5, 5S,,4 25 25, MSS<_4 25, MSSC6 25, Stefrit3tud Connec'-s 1 Product Model, Number or Name FJA, FSA Product Description Foundation Anchor 3 McZTIAS. Mi;T160, M-ST172, �1VST27, SRAST37, SIM b HTS! 0, HTS20, HTS24, HT528, HT530, HT530C Heavy Twist Straps FLMM-M mXzvlkll MPSCA 2"� RiRCKV,7,5, IRCK,,'v3S, RC;KVV5 5S Plain Krree f%iad Comnecmir 2 FRFP Fiat Retrofit Foundation Plate, 4 LSTA30, LSTAX LS6149, UST173, MSSTA9, MSTA12L NISTA15, MSTA16, MSTA21, MSTA24 Straps43 mil (18 0) 7 S024" 5, lnr,545 I., SCE49 5, &_�a4ll.5 NISGB45 5, IVI5CB47 5 Bypass Framing Slide-Cip Cortne-,ror -0 U) 3 GH,16-6, GH4", CH48-6, GH,18-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- birder Hangor 5 I-STA9, IDSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 Straps 33 mil (20 ga) §29_g ProdgEl Model. Number of Rome Er9dud Dasongligm ri 5A, 7 SC SEQ 5,'PT sT', S,,,2 Se I f 5, SC'S8 �-, 5,1118 Byf,�cs Fra-mg ... oanecrop 8, GH610-6, GH640-8 6 LSUBH3.25, SUBI-113-25, MSUBH3_25 Bridging Connector 1 AS 18, AS 1 BS6, AS 18S6 18 ga. Truss Plates 2 C A113 25 6' 5 Heari,of,vVall Sikoe-Cdin Connecrw 4 5 GLB5A, GLB5B_ GLB5C, GLB5D. GLB7A, GLB78, GLB7C, GLR7_- GLBT512, GELT612, GLST51 6, GBLT616, GLE7520, GBLT620 Gfulann Bearing Plate Giulant Bearing Plate 7 9 _TP5 _TS1 2. LTSI 6, LTS1 8, LTS20 Lateral Tie Plate Light Twist Straps 3 AS 20HS AS-20 20 ga- High Strength Truss Plate 20 ga- Truss Plate In 11 iJC6 -,,5 S-C 13,25. POSCo _'5 IVSJG 10,215 S'e at Joist Con ne,_= Byri-Framing SM�,74p St Connector 6 HGLaAr HGLBB, HG-LBC, HGLBD Heavy Gllu lam Bearing Plate 9 NSTA10, MSTA36, ST62151 ST6224, STS, ST1 2, STI 8, ST22, MS7C28, MSTC40, MSTC952 Straps 54 m it (16 ga) 4 ASHP Hinge Plate Connector I' XI, �S� 7-AR 14 I'l, XI -Sr I- 8H'i �:11 ,1 Strong #14-14 -Onve XLSH Shom"Jered Self-IDnIling Tappulo 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tneclown 10 MSTGeO. MSTC78, ST5236 Straps 68 mil (14 ga) Scrm'�_O W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18 MTS20. MTS30, MTS24C, MTS30C Medium Twist Straps I X01 n. 1 '-�l F. R I C!',, i-&, XO'S, 'X0 I F, I 14-3 � I,' Xr.'78 S' 2,24. X'078P 1242SK, 6, 412-14, nnd 4'� 1-24 Strong-Dme X ruleti..calf-Driirn,) 9 URFP Universal Retrofit Foundation Plate 12 OB1.56, S/81.81, SIBZI)i S/B2.37, SM2.56, S182 68, S16312, S/83.56, S/63.62, S1134.06, SIB4 1Z $184-28, SA34.75, SM650 Top Flange Joist Hangers F015T340-R4 112 (1 X kc� 1 14 S XQ' 1 A F, 1 4 - - 5 K XQ 1 12S 1 "K, XQ 11 2PI, �'2 - K X'34 B1 16 - X1sil-116. X P-iC116-4K Xi 3­14 X21214-3, SK Taolping S, mw, 13 SIBA212f8, SiBA2.1211 0, SMA2,121I2, S/BA2.12/14,51FA4_1 &8, SIBA4 18i1 0, Top Flange Joist Hancers Akg r Product Model, Number or Name Product Description SIBAfIIA8112. S1EA4,16r14 I ET -HP Adhesive Anchor for concrete Z 14 S1H1A Hurricane Tie 2 GAC, GDP, GDPIM-50, GDPM-75, GDPM-100, CDPS GW-50 GvV-75, GW 100, GTH Gas actuated fasteners and -assemblies 15 SIHIASE, SIHD8B, SM010S, S11-1010B, SIHD15S, SOHD1513 Holdowns a POPA, POPA-K PDPA-MG, PDPAT, PDPAT-K FINW, PINWP, PiNvvP-W, PDPAWL, PTRHA4 Powder -actuates fasteners threaded studs, and assemble 16 SIHOUA, SIHOU6, S/HDU9, S/HCUl I Holdowino; POPAWL-MG, PSVL3, PSVI-33-K, PCLDPA, PECLDPA. PTRHA3, 17 SUCT , SrrlJCT Joist Hangers 4 SET-341 Adhesive Anchor for concrete SHEET NO. PA 1.2 FF`two U) -CU > 0 MIAM A M) ME FRODVCT C ONTROL SECTION' P1GT Indtistries, lnc� �1 lfltdu� uie Itic, (D 0 4­0 PGT mdus;nes. Inc. 0!2 IN5 SW26 SeMPOOM -109 -NOTICE OF A( CEPTANCE: EVIDE-NCE SUB-AMTED N(D)TICY 0- M 70 0- DEPARTWNT OF REGUIATORY AND ECU-NOWC RESOURCES 0MR) Miamt Flands'.1-175-2474, 'BOARD AND C10DE-kD&MISTRATION DIVISION" N0TICE Or ACUPTAN(,`E�YVIIDENC ESUB.NnTrED OF ACCEPTAL-NCE 1. Eiidence submitted under previous N OA D_ Q! ALH A_ L E _Y� _F N 0 Cn =3 Co t- -NOTICIE CNOX) X� DFUNMCS B� TYSTS(condittled) D,�pl­­ lbtfiii i-Af Tr;,,,�*- ca'v atict E �:oaurnj'�,,� Rescuic e�-�,FZRu. 0 12 PGT lndustries� Inc, I a 7: 0 Ter haolo gy D ri Y t, 5� Test rqv on Air Infiltration Te&t. ver- FBC- TAS 20-44 - L_ (D 1 NorthVienke. YL 34!76 64bin ked it uder.N_0.4,\-�. 1j--01 (1 04) Pig ties FBC, TAS'2% -94 F L�_ L2 3: 0 tL.L Scom: 1 Dmwing No, MD-5$710.0, fitled -A7tsM 551idmg GlMs Door M.)A (Lhfl­,� sheets 1 31 Water Resistame Tes-7, per FBC,. T.A--S'_?02-94_ _XA W c, 0 Tlus NOA is bevim i-Aued uzder the applicable mlees and remlations sovwn-mg the -T _-e of cometruction matmals. 11W thtmigh 211 of 211. paTared by - Banitfacmier- dated 1 0;0_ 5: 145 with re%lsion A dated a- Large -Missille Impact Test perFBC. TAS'2011�94 Ript P\ f XT'-Fjo� E-!�-tt3jj)L� foi Wn,"'fm- and Dum �__A - ia_ i - - K 1 3 - -1 _� - - Co 0 > U) _0 E 0 documeatatiou subnained has been reviewed and accepted by.Manu-Dede Costuty RER -Prod= t Control Section to 04f0547. sigued and sealed �y A. P-F__ I -5) Cyclic Wind Pfesqatrie Loading per F5C. TA M3- , -W , _4 p­_ L 11. 5-- 0 be uwd ml%,Lna� D3de Comity and otber aseas where allowed by the Authmalty Harriagg, Jurisdiction (AHJ). 6 ofeea Entry Test. pef FRC TAS 20-94 1 - � ��O !�:t 16-00- its MAL "0 tUcu .12 CU i'hisNOAsha.Uno*�be-�:--�adaik--- The tWation date statedbelo;v. Miairii-Dade County -Product Conmol See dca B. TESTS along with marked -up drawings and installation dia� of vwyl sliding glass door. PRTa -1 N I oil -tud I 111"r Ri-_Id PVC L� ion- fol 112 EM1,11 _E co U) (InNihan-m Dade County) ancVo0heA.HT(ia areasWothef than Mumn Dade Count , v)faserlkle oae rtgbV to have this 1� Test report on 1) Uniform Static Air Pressure Test. per FBC TA,S -9,4 V by F-enestra. rion Testinw2 Lab I tic _ Tt�5 Repon No. Y TL 8 _549- d ated 111,06, 15. signed and ited -- I it _j W t aint Dom, i-3a `2 axoduct or masetial tested far quality asnutance purposes, Ifthis product or material fails to Peeotm in the are -_ epted L amp _'vhs sile lwac f 'rest m- F B! C'_ TA S 210 1- 9 4 staled by I d a L-mi s Ortega- P �Teet rep on revised on 12 04 i 15 and 0 2,4 1 '16) - , ­*­- ­c(,,',.an!Q,� ", . 14-0; -1 5-k-15 on F_XMV�*.,,`,'_ aia,ea manner. themanufacturerwill incur the expeiise of such ttsting ar-Ad the AFJ may unniediately- revoke - Modify. of iuspend the use of such'i product or material within theirJurisdiction- RERreserves the right to revoke this 31 Cyc­B Wuild_ Prestawe LoaQUI-9 per F -94 BC� - along nrith rnarked�iqp drawings and installs lan d-iograti, or vinyl 6. Pest report on 1) -A.Ir Infultation Tt&;t. FBIL. TAS -2102-94 Uuifk)fM Static Aw Pressure Test. FBC, TAS 202-94 Bio;% _u -a a red tP­ t(tA n.- Lantmat-d- 'Whice Ridd Ti F�� _XMI-inw: fol Wlnldi�o� and xqn%ng e�n 05"_X) I acceptance- if it deter="lsed by'. klianii-Dade Uuinry Product CoutrolSectiou this 0 per 1�1"ttjj is that proshae t or material la s to byf�nestrdtion Testing Lab. Inc_ Test Report No. FTL 8717. daterd 12 OT ..signedand W, iter Resq-sqznce Teq- off FB(:. TAS meet the mquiraneats of the applicable buildingcode. ff _02-94 This prOduc I It. approved as described here -tin and has betudesiped to corapty with the Florida Building �Code. 94 sealed by Idalinis, Onega. P, E, tTest report revised on 021516 and 10 1 2 16) lulp a 4) Large Missik ac- Test pli FBC� TAS 2101-94 1 1 ­­ - YA� 31 id Lig -Ter hade-, iNon-AXI-ft-e� Risif! ll� m 2. 'L�L A Exte 401, includikq the Miji Velocity Hunscaw Zone. D_r15CR_iFTioN-- setien- SUding, Glass Door (Reinfw- ced) whv* NO 13.0corners-LA11. , 2, Test report On 1) Air Infiltration. Test. per FBC_ TAS 2,02-94 2) Uniform Static -4-ir Press -Lire Test. p­,_ FBC. TAI S 202-94 I)Cvchc Wind Pressure Loadiagm FBiC. TA' 203-94 along with madotd -up drawmp arld u1s.1211ation d tag-nant of vmyl s -4 Ming glass door. prepaff KU M' dow,� awl Doin-' tk, 15 01.0,f 4-Z_ Wiw FrBC. ln!� - '131, -V - =11adi- C P1,( APPROVALDOCUMN'T. D.-ItwilisSo XID-55-MO Rerlt, &,Itd 'IrkrO %hem 9 3) Writer Resistance Test, IxT T S 202 'LA bv Fene-strati-on Testiu Lab . Inc.. Test Report No, FTL 85521. d'at red 121,04-A 5, signed and i� U_ 13 U a rt Lik-1 vi "7 of ap otawtv"Rigia Eaferiol it III PT S 201-94 4) L af pe Iviissilis ln�pa_ - Test per FBC- &4�aled byldalmis Onega� P_ E it on 02,� 15' jest repott e,. 20 16� j- 100 don I)i "1-5 'J 09 1 M through 21 off 2 1. prepared byinam&caum dised 1 0�05A and Last revtsed on 0MU'2 1- s and sealed by A - Lynn lefillef- PT ., bearing the -k-fiami-Dade County Product Control Pt&visioa siarup with the Notice of -rA 5) Cychc Wind Presque Loading per FBC. 203�94 6) Forced Entry Test. per FBC. TAS21)2-94 - est report on 1- -0. -94 I T e N11issile IMBc t Test pe-T FBC, D� S 20 1 -94 Larg P, C ­03 -ed F,,G -1 Fr P!, Whirp. i0id P'�"( Esaorim Lstl m;tons f Wip �u­ d D,-*-- la*eti il Q0 ani I Cul. S C Accleptanceutitzittel, and eapiratioadate by the Mami-Dade County Product "outtal Sectiom -,j - Z a 1 sliding glass dom prepared along withc­�­e&up, drawigs aw U15tallation d4ram V�v 3� Clwhr_ I d R Loading- per FBC. TAS - -94 103 2 on AIISSUX h1PACTR_AMGi Large and SinaliNfissille Impact ResW�ant by Feriestra. tion Twin a Lab. Inc Test Repoxi N.o= FTL 8_54& do. ad 11 �06_ 155 & and a long wi I h marke d -up, draw tsigs, and mat a I la im d i a gm it o f v in) -.I sh d in g 0 Ja 5 S d cmur. pr ep a, 4, 7;_t �'j N, -,&4, J " 6 _; I See table I (sheet and lable-2 (shear for applicable SOD ned sizes- desigit reinf�- typert. _0416 and 021 1421016= seated by Td,*nis Orteg 1. P_ E, (Test replart revised on 0 V bv ]F�eisestration Testing Lab- In c. Jest Reloort No= FTL 6638 (samples '.4 t lint A-22 da 7% lrl� �k I AID 6- ed EKG' �-i [0: LX ill­.Qu _�Vl U!U�IL pmsures. quirem glass types. sill riser (see tables B- I& B-2, sheets 7-8! and anchor layout a&-eu te cats WA is i thru 16 Fd9id N,L P 2, NklitePVC.Tan( m-white)&-gid, VC,and'Brow-mcoated (Nimed or Lamtmsed�,ishite P-igid PVC tc, In 3. report on 1) Air Infiltration. Temi, per FBC. TAS _202-94 r Uniforni Static Air Pmqre Test- rwes FBC, TAS "J'21-94 1119 M siewd and sealed bw Jow A. Canso. R E=_ fUbm-fted inukr Na4 �:Vo- _1`- 010 17 04) 1'r hf A d 1� I ele! 0. 1 a .17 1 - 0 0 10.J Z I U!"iter 1�&sisr =�ce Tgst� TAS 202-94 14-0916 Ili,, 'oKurw�a­ tot labeled per r f elerencedIMAL's tequirements. 3 PerFBC. Test report on Y. Ak Infiltra, tion Test� per FBC� TAS 202 4 ea nute: zamIffic 111-,eff 3- Egresss operable doom must zi-atuply with inin -clear width or height per FBC requirement as applicable, 41 Large'.NlLssile inVact Test per FBC---, TAS 20-1-94 Unif stim Static. -Ur Pressure Test, per FBC. TAS 202-94 N(-1j ri le-iij and V1,10(p i lt-lu-rlal exco-mig I ��P, Lj 4- Pocketwall. anderceparatea r At ,prcn,, tiorb��e,re-.xmtdiDyBuiWitqotTiciaI 55) - ("Yclic AVind Pressiur Loading per FBC.'LkS_2013�94 perfBC.TAS202-94. "."f-A C� _e,raax1­_.`4"_-_1iJ- I I 1-�01 I-- 'e'd ILLI -K-�-,xrainv -:Wletb- a likc� for Tbeif _L_ABE12qG: Eachunit. shallbeara penument label with themandacturer'snaiiie orlogo. city, state andlsenift and follownig, statev": 1-fianii-Dade Counry Prodw-c-, Coun-ol -Af qrovad"� noted herein, 6) Foriced Entry Test. M FBC. TAS 202-94 along withnstrkt&yp drawings and ins, Tallation diagram of vinyl sliding glass door, pTepared 1 I 4)largrNIissdeI1nW T"perFBC-T.AS201-94 5) Cychc Wind 'Pressige Load ing _1`13C, TAS 203-M-04 p"M T r,4 4fc4* Uti-a-1 ar. Cleai and C (4lo-Y PN worlayers e.twilm- im. �6A _B It W RE -NEW -AL of thisNOA sluill bet ountleted after a renewal application "''been filed and dwe It w betarto 'by fenestration Testin Lab- luc., Test Report No. F TL S-54 "). da- ttd 12, 15, si and g 6) Forced Entry Test- per FBC= TAS 202-94 Y, N I �T.:kTEIIENI' change in the applicablebudding code negatively affecting the perfonnawe of tins product TERNIMAMON, of this NOA,rWiLl Oe Ctr after' the exprationdate �LiT if there 1103 change in the sealed by Idalluis, 0--r-tega. P_ E_ (T repert revi&ed. on 0111 1 4. Test report on 1),Ajr Infiltration Test, peT FBC, TAS 20 1-94 along with madoed-up drawings and insta Ilation d tagsam of vitryl sliding glass docs prepar, _a L*7 inc,'Test Report No. FTL 6 37 A-31 by Feriestra. tion Testii,,, 33 mli-le uu A-:, 5L YB Edirwin '1014) -a-a-if FBC thEdidoll e J! rrian t �,` a _d 08144 e d &k �,,,ealed:`_vv 1%,511ef P E. moterials� use, aaftf manufactureof the product orprocess.Misuse of this NQA as anendorsemem of any Product, 2�_j Uniforal Static An- Piessire Test. per FBC_ 202- 94 l : �j_ sig and seak-d bv Jorge A. Causo- P. eSnbmifted under.\U-i X6. I" 1 2 _06, ST, _&�ij, kr MerZ -ff `Ula al dned, 04,18,17, is;,&imd b,­ n�Liwifncnarei_ =I forsales- athlertimmgor any odwpmpmesshfdawonvaicaUy*rwAmteth-xs'-N'OA.Faduretc- cou3plywahawor I 3 st, per FBC. TAS 202 3) Water Resistance Tee 0197 0 f Sea-le'41 1��YV �N Me'5 P F - sectiou of this NOA-shall be cause for tetimnation and removal of NOA 4) Large Nfissile Impact Test petf.FBC. TAS.2-01,94 7 . I It 'T abm,_ , cl lrvor[!'� -kD'%7KRnSE_ _N XM -T: The NOAminiberpreceded by the wor& Nfiami-Dade Coum�r. Florida and followed by the C-mlk Wind Presswe Loading per FBC- TAS 203-191 -N C� CALCITLAT10- -S -artd il-1,05 I igned by I rha q C ha:nda 1� E expiration date may- be displayed in advertising literature. If anyportion of the NOAisdispletyed. then. it shall be 0) Forced Entry Test. per FBC TAS 202-94 Anchor v�mific. t calcinations anall and structnual naalvsi co g wah-FBC-2 14, s mplyin -0 done m im eutuery- along with marked -up dymvmgs md imitallation diagr;un- of vinyl chding glass door- prepared ' piepair ed by PGTI - dated 11`09,1 fiand U revised on 02i, 15�� 16- signe�d and sealed by OTIMR kNSPECTION i A copy of this entire'NaA shall beormided to the user be me mawfiactmex or W. dimibuters and by Fenestration Testing Lab Inc.. Test Retast-1 No- YTL 81448. aate 12;04 5, signe a�d d Aw rho n Uer-P-E� fS� it P _nru A-0.4-yoJi-1210.01 - 15 McC"N_­-, - - - 12 1 1 d I L ct*- -4 fol S�Ie; shall be available br im-*ectioa aT thejob sne at the reclaest of the Building 04-ficlol. sea, led by I d aln i is -0, f r e g a. P E. (Tes- t rely on rt 7 Is e d an 0 UK) 4 16 aild 0 2 11, 16) Glasmg tc-coMplies -Arlth A-MIE-1300-09, ��tjrj", L 4 1 This NOA revises & renewsNOA 920-04.19M and consiw, of this pape I and e6dence pages E-1- E-2 E-1 Z-4� E-5 & E-6 as w, ellf as appr na.-A doccunient mentioned abcr. e inq ha mdfi. PX E Thesubautted dc-cutwasnion ura sreviewed by lsr�q L C handai P1. P. oduct CoUnTol ruit lbapervizor Product conTrol Vitir Suptrvv­ NOAL N10. 21_04.02K.01 A. NO- NOA No� NI-020--- Expiration Dat*- April 14,'.10!6 ExpIrntion Datc April 14, it-416 fxpiraflonDote� April Aprill-4,:6:6 MOMM LUMIUMMW NIA A App roval Da tvllArch If-t 202 1 il Date: Nl.irch AprYov 10:1 Pax'. I E 4 E F PGET Industriels, 1ac. ClGlWindow-, and Doors, Inc. PiG T Indusmies. Inc, -NOTIC---E OF ACCIPTANCE: EN71DE-NCE U-B-NUTED -NOTICE OF ACCIPT.A2�CE: El-WENCE SUBN9TTT_D 4N "NULAAMUR F-Aldence Submitted under pre,tious subuiitW E. XL-kTERLALC'ERTfflCATIO'-\'S�condnue) 3. '-N-ew Evidence Submitted 1%� Quanex Pan$ up_--_r Spli Ler Stalldard ccmqylying with AST M C �5 1:8 Tluamal Conductkvin. A A- D&XNMGS, 0 0`1 BTU I - a .; N K. ­ia! hr--l" -`F� - 'Mf F 1249 ASTEM D 0& 0=x- en -Pass. AST2 I E A. DRAIA'rliGS 1. DrawingNo-IMD-5570.0 RevB- titled "Vinyl Sliding Glass Dom NZOA f sbeens 21901-G.Isurabilitv-No Fog-Pass� (14ibmftwd underpretiom AV.4Ng, 15-0-1040$) L DfawingNo_ _AED-4_7 .0 Rev&-:itWVmY1 Sliding Glass Door­NOA(LK�-, sheets 1 I through.21 of 21. prepared by manufaMuiT. dated M055.15aad last revised on 6- Part ASTNI C5 IS Thernial, Conductivity 22�22 - 10,051,115and last revised on 021101,('11 04+2 1120� signed and seaked by A- Lytia INfillec pl� Quanex ctimptying with I -111' Pgril 1=1 signed and sealed, by A. Lynn Miller- P.E� hr�411-'F_ ASPNI F 12 )XN7TF-,Pas& _ILSTM D 1434 _ATgon Pennw=m ce-Pass. ASTM F NOW This _vi of smne existing astallatwin sciaw wiflaflat be -ad. iswu ronstq_s replacement B. TESTS 21 RP I G. Durability -No fog. ASTM E 546 Dei,;Ir Point Die- lopstient -201F in 43' hn, X6. 1-1-M9. 05 j 1. Te-st rq*rts ow. 1) Air Infiltration'Test, per FBC. TAS 202-94 (.�h5ndtted uncler _Y'0_4 2) 11-Judotm Static Air Pre-s-sure Test- Loading per FBC, TAS 2WA94 LU 301,-1-3,, Vowntary ification Vi Emrusiom, Ltd. Parts couaplying w th PVC AA2� Ision � 1 B, TUSTS 1, l, N(tae- 3) Water.Resisture Test. per r1BC.TAS 202-94 f Of -Rugid Polyminyl C111cand e (P`kT1_- Extei ictr Prof iks forr Vision Fixt nisions. L td,. \,T_X- I t�) 4) Large I impact Test per FB C � TAS 22 0 i -Q,4 AA Fenesiration Fxderior Pi -of Re 0--it dicatian, Prograin- (Ulait ftW un der A-0.4 X& 15- 0-109. 05) C. CALCULATIONS 5) ClycDc Wind Pressure Loading per FBC. TAS:203-94 along Brith marke-d -tip diav�ings and installation diagram of a a PLaT Indtistries. Inc. 8- Vision F-mmsions. Ltd. parts ccwnVlymg with PVC-AANU 303-13. 1. None - rtinneseal alne units listed beloAv and tested to qpalify Dowsil 7,91 and Dowsd 993 silicones. (Snitnt Mted ander _Y0_4 YM 15-040-9. 05) prepared byFeuesitration Testing, Labotatony, Inc- Test RepottsNOL�' 9. PVC -AMNIA, 303-13. Vuohlatary Spo.-if. Itoil for Rigid pohn"'MY1 C111"ort'de -C F�'aerior D� QUAUITY A SSURANCE F1L-7897_PGTPW551_ K"CFi%,edXX7mdow(unft 6miproposal). datadOPM 1-4 'FTL-10-210'71, Profiles Ra Vision Extrusions- Ltd_-1vTEX-1 Uv A-AIVU Fenestration Exterior Profile- 1. Man. -Dad-- Depwatnent of Regulatofy and Economic Resources iRER). PcGT SGD780Ahiminum Sliding Glass Door Count 7 iu proposal), FTL-20- Certification Program ZIAD 7.1. PGT CA74,0 Aluni Outswing Cascuient Window (itnit 8 in proposal) FTL-20- 2 1 1073, P G T P) V7 6 2 0 A Fixed W indow (=it 9 in FTIW720-210 10- Notice of Accept.-ance'No 184117J4 issued to Energi Fenestration Solution- USA, Inc for J then- �'Tan M40 light shade mon-white) VUlUte Rizid PATC ExtPrior Extimsions for E, NUTERJUL CER11Y ICATION S L Not e of Ac-ceptance No, 10005.111 issued to Kurarav America, llac� for their OCT 2 8 2022 (D propctsad) and .4. (D PUM17620A Ah;n3inum_,Fbced%7indo%, (uwt 10 inproposal) dated 0713,3a. all signed Wo-dows and Dogrs­� exTiring um 01fitt -M. "Trasifoltt Ultraclear, Clear, and Color PI'B Glass Interlavet's", ex g an 0 70,,� I pirin M C and sealed by Idahuis Ortega. P-E, 11. Notice of A-cMianot No, 18-012.1.02 i-swed to Energi Fenesusaion. S i01L USA. Inc� for ItYindows Notice of Asceptance N'o� 17-0808.02 issued to Kuraray America- Inc. to,-- th& "-'Sentn-i-Glastl > U) Ci CM-CULATM.NS 1. Anchor vicaification calculations and snaxtural anahsiz- with FB(: 716 COMP049 their series Rigid PVC Exaterior Extrus' - for and Door�_. e on (Clear and Whirei Glass In-terlavers e: On 0 7, D 4 � 2.3, 3 Notir of'At­leptarmce-No 1=3-11,06,10i!E�5iiedtioVi��i-onE.Ictnisi�TasL,iiiijt�edfoi��tlieir"Bi��i��,.-,��i- a IVN'hite 0 CU 12- Notice of Acceptance"No- 20-020-1-03 ismed to EnefgiFenestratian S, ion-USA.Inc.for Coazed (Palted BY Laminated) Rigid PVC Ext"r Extrusions for Wiudow-- > Edition (2020), dated 04,21120- Prepared by manufactmer. signed aad sealed by 1 their ­Bronzie & light shade cap coated Mine Rigid PV`c Exterallar Exn­u5ions for audDears­_ expm gonial)4 0,,`21 3 .V Virtual Review Assist, Ivid 0 P.'E� Windows and Doers`- expiring on U�16,25 4. Ncarce of Acceptanct N o- 18-1106. 11 issued to Vision Exinisious Lm�ated for theirserie, - Plans inc. Review completed and 2. Glazing complies with ASTMEIM-04,09. -1-1 and -16. "VE 100 Tata 201 A -ad lighter shades ' Non-11-hite) Rigid C ellular PVC E xTerior r o approv for compliance with the 2020 FBC 7th Edition D, QUAUTY ASSVRA_NrCF F_ STATENEENTS Exmusioas for Windows and Dow-,". expiring on 1122-022 L by Debra Anne Klahr PX2300 Mkani�Dode Depastment of Regulatory and Econarnic Resources (REV.). 1. Statement letter of confornmee to FBC 71h Edition (1020)_ dated 04,2227-210. isst by manufacturer. signed and sealed be AnthoT; Lynn AMiller- P.E� -_TS F. STATEMUS E, '_NU`T ERJUL CERTIFICATIO-NS '21. statentent letter of no financial namst and �of k1dependent. issued by maniff :tttrer- �,acd L Starettient lerter of contonumce %a FRC 7* Edmon (:0210). dated 0,01L21L :3 1. Notice of Acceptance No- IM30-5.02 issued to Kut'aray America. Inc. for their 04;18f20. siped and sealed by Antbony Lyrgi Miller. P-E. inanubctwer. -signed and sealed bv Anthottv U�w- -Miller RE. 4*Trosifolt, t1track-ar. Ckar. and Color PNB Glass 1nterhY*rs--. e-lTiring on Private Libelmg k-greement documenT between PGT dazed 0-330,157 and signed Is all By 2- Private Labehug daried 01%'21 between PGT Industrues- Inc, and - -1afeentain 0 in:calved p ail iet, %klilidows and Doors, Inc_ signed by Dean IN1 Rw=it PEE_ V.P_ Engir. �-_ g. on behalf 0- 2. Notice of Acceptance No- 17-OM02 mued to Kuranay America. Inc- (Nth& both canVanies. expir%gonOTOV21, G� OTTERS (D 3. Notice of Accepta-m-ce No. 18-1106.10 issited to Vision F_xtrusions, Limited for their Brown Coated or Laminated! NN-laite Right- PVC F-iterifi-F Examsions L Mfis NOA ivvises NCXA* 17-04!0.06 and tV.-ates tof-fiC 1010 ('71hEdition) G. OTEIERS Cl) (Painted expirmg 041,22-IT'n I � 1. This NOA revises & renews. INNOA#1 20-041MS. (PLA w,'CGI). expiring C4.14-2& 00 for A"indows and Doors�'-. expiring on 4. Notict RER Tea proposals #19 Chaada-P-E, evimig � i -115,11datcd011 of.-A-cceptauffee No. 19-1106-11 issued to Vidion Extrusions Limitcmd foT their 04ij4c2'_ senes. **A-E, 100 Tan 202 and 110ter shades Riod, Ceffular PVC U-1 ExteriorExtrusions: rM71ndows and Doors-� expiring on 12,229`21 'fo F 7 C hanan, PY. IsluWa L Ctauda. ?I < 17haq L Chando, px. Froducs Coutiet Unit Su"ririior Frodun '.-Outrat I - nit superrisor Product Cantmi'Unit superrimr MIX X& 21-010AX21 N'0,A No. :1-020ZA3 < !_-pir2ao).nDam AprilIR-2.02.6 Expirinion Dwiv April 14.20:6 ExpirationDatei 14,' M6 Approvil Dat*`Umch ova'31-Ait. March 10.11 Approval Dato, E -6 SHEET NO. May 27, 2022 PA 1.3 N FF c— to (z N U O MAW - MIA W-DADE CRIN'C•'i EM ^' 0- O ODC"CCNTtL SECTION Cast -Crete USA, LIA Cast-Crete LLC trCte USA ,i `i-t.:qdtnl!&.. (6 -0 0— : DEPARTMENT DE REGULATORY AND 1C ONOOK RFSOt.ta Es ljzE,R) 11$0SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DIVISION' Miami, !"iorida 33135.." 474 £a�,..a`3-a:rii �' 7`t7 .)l�?-7 � ( }O 1� y �p y-� �g �^a �p �+ ACCEPTANCE: t`ATY...14".. 4`.. ..T A.,A.... EVIDENCE R9...D^'§�- SUBMITTED -.Y'1 NOTICE � g �.iw�.I T �ry.�:,I� g ,^g : ," pa ' EVIDENCE �::^° �° - N �{'+SUBMITTED �'M.J" 13.%�2YA A..ww Jd".w _ C:L, a.7G NOTICE aF g $ �. @ �" � #' ¢" - :4 *. , > ,p, "' EVIDENCE - i g $�� � y, g '� '.,. k b sus_- Z.., ,. .:♦i..,.tt... d. u... 9.. s.::.::1 f p.d . � NOTICE OF ACCEPTANCE (NOA =ww.mianiidade.gov/ecaDaiumv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL t#113-0G05.0 _ � g7 ,/��+ p�i� - _, �7q #��) �/ q ^p �}�n� x12 �z � EVIDENCE �L11]T � ����6Y,PREVIOUS,�.�i.(Y AL ff A%.-V.4 -; _ z_ a, � i i F 1 q q p, 9 5 _�. n.. T .. i.� �� :. �t � �` 4; .';� ��f��'a 3 1: � � $�;� _ � 5_�'�� 1�S. t.s 1�e � f�^t� �.� ��,= U � to -0 O -0 .Q L .. Cast -Crete xi, C 6324CountyR 79 A. DRAWINGS A. DRAWINGS , DI'- NNIN 0 >� � 0 Sefloietr, Ftcarlda 33 s 4 _ r - 3 £.: .: -arts sheet 1 o 1 1{ Drawing No. FD 1�, _ - d "Precast rtrad Pre.tr�s_ . _ f S " Prestressed " , _ t "Precast cirad Lintel Details .sheet } n 1. Druia?an�lve.-�_Irtlecl P c .� :; :; >. .= , i�,-,>. I - � L Lintel � t E ??f Strc < ,�..,. 1 ,_.,,rttc�, }.x��_.-;,{r s C -- (a re red b ° Craig Parrino, P F_ daated.lrlarch 21, 2003 and Drenvirr No. LT4612, tined P y p )L' J , - a, " { _ 1, prepared b Craig Parrino, trtrr, P. E. dated March 21€ 2003 and Drtrtttr Ace- _, tt <I tr„, 2 ' tr cst}c f 1?,W) tr? ; �'O 1, 1U 11 __ t-az 1 t-'reic: v C:) O � !* p SCOPE: a.7c.�R.. � ££ • /ry - s Teets I through � o 3 prepared by Cash (.rate` , 6 c 12 Lintel Safe Load :,�'ctriTcs a �t J ,J !' If a-...--=s -�.` - } ,Y [�� p p (.... �j �7 7. -. v L � ��t 2, titled �-c£ .f r-E.t 't , Cl CX � 2 Lintel ESL Loi7f,{ Tables sheets 7 _ .:;�., .rs-I i... ,.r _ 7 .Ii•{, Z Sat 1-,fly. ����'S E'J .�p1FC. c_ t` i F a,�°- r --'; -. ra; /.5? r E�i i S,f:r7 t iF__''d"-� ��) - � �-') .. .Ifrt .— /�� W O (D . - � This NOA is bete issued under the livable caries and regulations governing the aisc of materials.. _ pp g ., -. 1 ) e � y ,�_ t" 7 _ •: ,� March � r .ire. r£ ,I �t�d rrrl �.r�i �fJtr.3 troth C.rcrr Parrino, 1'.L,. deae� _ fry r--1..dfid)., fcr"st c - €� , I_ � _ ..___. - ^ � Parrino, 1'.1",. � ._, ,< -, f_ � -�- -- g a ?. 7 tilt ore It r a1.t - C,r c:rr i'etrrrrrrrs f'. , anted €1tt ctr t, t111r, last �+ ,=t�rd� t3 �' �: - _. ,., tl,,::: _F „ . . , < €, .,:, Gs 4=raa" as aaarca �� {.rtt.D" '„1'' C, ictr„:;, r c_� .,.�- � . �..,, Trio fr,4.El,r, I�r- Cn •—� � � G CQ Q i co .•--+ , _ Product The documentation submitted laRi.s been reviewed sand accepted by Miami -Dade County R R PCe.ielti t Control draivin s :sr ned anal sew _ y t..,raar'r s _y revision atoned h 11 2C)08 all signed mane sea`�la'�'t?' b r Craig Parrino, P.El c'rrr e y � r Section to be used in Miami Dade County and other areas where allowed by the Authority l laving elurisdictiori � i 2. h 2Z �, C i S:TS (ABJ), R. TESTS S ��i�lcar"a r.rlt a ° .> Control v: Si - _ Miami a Dade S.r� This 1*tCiA shall not be valid after iliac expiration Date stated be,losv. :the Mi_it Ludes Courtly Product r on4"'r6r"&12 1recastt'onreie1,rraaels1ara"h?dand b � ,� y .... ..'3 1 1. I"aw.st r �' rcrr°t on,flexural tistir _ ASTAI _a� re .c { x � � x " ' ' r D"". l concrete brat e. S'" kc C't dra�"rr,5. t'T' i4!')1'1t l �+ ...^.a ..� ..��' prepared K. c1 la.rafillc,a.lrl+;trrala:.ts„ tet.ctlof 1,�, rac:t"a'>r �l,l: � P 1 1 a,� y n TEa��f :f r4 -4 e . tyl r Section _n 1'slitirii Dade Ceiaui and/or the A111 tt other than Miami E _E , reserve the fight to have � �') � I ,;., Research - i i.ri} - s s rsi, } �; � sr rraf'C:l rarrt'1 4 art Cn 1�i' 7rrt t .4a7. _ _ i, dated r t�,: , . � rtlr,�rlred 1 a se1 Alone, this product or material tested for quality assurance purposes. if this product or material fails to perform in the �� scalers by Christopher . LTar,r__r£, PL. — i , CALCL: LAi IONS , Ci, a �-, ayas -� .4 E'. accepted manner, the manufacturer will incur the expense of such testing and the H may immediately revoke- 1. Arone. , - modify, or suspend ilia u of such product ormaterial within theirjurisdiction _ reserves the right to rcvo o r _ . s r t _ _ = this this acceptance. z determined b i}liari i ue County Product Control Section that thta product or material - la C. CALCULATIONS r - � , ; el 051291D -pages, it"a cared h Craig arrCa7st t rate L_nt a.4, derre[1 I_I�r �. i - - 1 1 E ASSURANCE -3. QUALITY ASSL-,� --.�=-�� �: S UAN - = } ' - . -, a, ,,,. , j :,, 1 : D r r r :. ,-- f -'°--•-`---z_ ...r.�i ( f. ,,.f r.�.D. __, .t €... �.€. � 1 e_.._. ___.. k.., F3TlC, 1l_. _E_tc.,t ic..._4.. fails to meet dic requirements of the applicable build a code. Pp -- &' Parrino, P E., signer t no� tiled by Craig Parrino, ino, { °._,. irs. ,., 1. B , Miami-L er o un PSeRcarrrtaaarat of Perrrnttarrd_ rrro°irortrrcerzt, Land lire At.rltltvr:,v .f _ ,I.�r �7 = Ctalculcatia°iris for C.a st t reap Laniols, clewed 05 29, Ar', _ rraLtcared bi' �C.rarx I',.il,i 1.t",il;al: t =:1"lil4°1Ct 11(_JN�; r r 1"liis product t� approved as described herein, ono: has been designed �.<:a comply with tie:. I-1ih � ulocit ilait•i°icaiio- 1 rp p y w ". .: ., � ,. a _. , � ..� _ � • , Parr int: P. E., srgna � a : lir d t�tl (:. r eaart,! ,r cat r araaDF P MATERIAL CERTIFICATIONS r""taRae of the Florida lciil�itig Code �� � ,� . DESCRIPTION: (Cast -Crete) 4 , b & 12 High Strength Precast triad Prestressed Concrete: Lintels „ D„ � ERIAI.A C..I:..<R 1 I R." T IO . l p Il.l+ l''«' _. Fa n r �r , . � W , , r . ."Precast AP,N'RQ'� A1.a ICt+d.t.dd�IEN'I'. Drawing No. FD412, titled I ra.caa;�t and Prestressed l�iiiti;:l rtais , sliere*:t t of 1, � €. P. - ___> � ia'r1a°�1�- a'1 �.. cr1 (. ra I € Mr .a ltanaF ttrract �.:_ r I. yaralar �1 i:,srerra ,t"1`arrrrrari 1,_ er.m::r.4t t. rerwx � � u. �-: ., �: _ r. :.... , �. ..:. , ,. eel nv tie 4. ,-., �x..:r r 7 7 . 4.. �.. ..- I __ .. A .! I `,.t r .. o .. ._ f „ m � .. .. .f G a. � <a.. ,,,. ca.. C , , ,tad...a"11G. rt uadar.:i d k.rr".._ _ . �_ _. , r ., " m . prepared b� Craig Parrino, P.E., dated March 4, �0�3 and Drawing No. L-T4etr 1 �, titl Cast -Crete at , � a 12 ? ' ? 3 � � ., " .r �, �� € 7 7 sealed a £- lrra �% � signed and ,"-�a41e�_ 1. Lt..t`ter %rc�rn Cast -Crete re/t Cr�rlrcrr aatr'c:rrr,: di1€c-al � �_ �� a', ,� t`l1 �€ s , reel r ,5.. a , .., ..,:.,r -` , ,., i .: Budding "� .arc. ..... .... . .. r v:, ;, t .'`i E� r,� . t ,_ a rf ,_ ".t.: "..t ,,_. �.tr r criFe r,..1,7c.�. Gr c.le rrie- 4 6�1tte�%_d 1.adtt�a.r�r9t. , .Jf,S, � ..a r r.."d:�Dt�/4.aBl. er T , , Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last - > it a S 'stem =1f1ranu�al br I r a.stresze�a a r ,_ - _ - lE-vc€} 2002. �. L:d.st Crate �1raa1 y I r. _ w., D by Craig I �r I 3, _ . ., c errr�fir'ag e"orrrlrlratrra _ ...art trre Florida Building Cade, 201 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E... on January 22, 201 9, all bearing the Edition. 4l. 1 k t 4 s t 1_. i I IJ l"; 11f? R f'L - 1�PREJI':I, €= l ?-{132 t i= Miami -Dade Counts Product Control Revision st rna with the Notice. ofAca p pie£ uu, m b and the expiration 2. EVIDENCE SUBMITTED�_i:� ER PRE VIOtrS APPR� '_� - 0-ti320.09 lilt.!> it date by the Miami -Dade County Product Control Section A. DRAWINGS E 'IDENC:E SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and SmallMunfle Impact Resistant L Drmving No. FD4612, titled "Precast and Pre4a e --e= ratel D tails ", sheet .1 cal 1. DRAWINGS -• �.,A111'£LING: Each lintel shall bear a permanent 1aa+t.1 with the inantifacturers name r logo and fire tvlta.iaai-l�acte prepared 1a Craig I'arrarrcr, ., dared ;�lcaralr 2 , 2d/) and Drawing rho, .LT46r12, rotten P P 1. None. _l, county largo. ,, . z._ - I. . C cast i r e leG r e f£ ia� t =sue 1 - qj Load Tables", she'e 7a ugh _s of �, preparedhi, Craig Parrino, .tr E,, ciored 11ea-:°Jt 24, 2003. lo'.sl revision doted FaD:raar°` h 11„ 2008. K TES" .'S 1 r= a RENEWAL of -this NOA shall be considered a- �r a rcnewal application n l°Eeis !seem Idedl and there. has been no 1. i'. t '1l „€. e 1. i } 1t tNS change in the applicable building code negatively affecting the performance of this product. K TESTS TERMINATION of this NOA will occur after the expiration date or if there, has been a revision or change in the materials, use, andfor manufacture of the product or process. Misuse of this NOA as at, endorsement of any L None. � f C. CALCULATIONS � . Norte. D. 011A1.11' r1S!,I R.NC; ode for sales avertisin or an other purposes shall automatically terminate this NOA, failure to com l ' vvith pr ct, g Y P rP y P y C. CALCULATIONS Ise °I -rrr e ;°=,ty l r j aarrr /arat faI ..., r rr s, rr=ar r c:crrrrrrrara. t. A,r€ r s;. any section cif .Ms NOA shall be cause for termination and removal of NMA. 1` torte - QUALITY ASSURANCE 1`i,1 TL a I = I-. C I;I I t [C_A I'143 4 ; ADVERTISEMENT`: The NOA number preceded y the words Miami -Dade County, Florida, and followed by t UALI'IY ASSURANCE 1, By Micarni-DaadD _ n r ;i e rartment of Regulatory arod _-Gnomic Resources !REP_. f ", the expiration date may be displayed in advertising Inc. azure. if any portion of the NOA is displayed, then it shall }. t> llMlaaraai-lyade C rrt��a �' .€_ �' g Code Compliance G lee. be done in its entirety,£ MATERIAL TER,IAL TLCATICINS . 0 F t It. ir. INSPECTICJSN. A copy of this entire NOS, shall e provided to the laser by the manufacturer or its distributors and I E. MATERIAL CERTIFICATIONS 1. rVar:rra'i, ,, ,. er,. ^ 1 aa. ,.,. r c trrr�r, . ra,<.� �_ . 4 rrda . s� rr r 11.:. a +G�r.d £�ac1 � ."c � �3 t:.`r.1rr'c', w 11t r':t1i:'rrrn. i.5.a �.,s, s shall be available for inspection at flie pob site at the request of the BuildingOfficial. 1, 1srone. � `c°rrz 1 °`�.1, lrrc . rrttG_a! 1.i' � r"llei', l ;'t .�r, to $1 �� ,se.°arlafel c� CrdaiF 1 ar c tiro: This NOA revLies NOA # 1-t1130.14 ai.Rc"l consist-- ; of this page 1, cv id ni: ubnRfaed pages E-1 , l"I'2N l,•3 n l.rand ,... ,...._-W__ ip� r' .'�.«. " I .,. ^'��... i ;."r�-,_m ......,.._.—�--- 1 1 � r F-5 as well as approval document mentioned alxwe. � ___. . Ma kaar, P.E., t:dx .�, leliai A. Mahar, P.E., M.S. 1' The submitted documentation was reviewed'by Heltaay A. Makar, P.E., M.S. , Pra��£ t Control Section Supervisor e.rvisor P Pro4'uct Control Section Su e� sor R ! U['llii:.t Control °'?£C'Tif)rP Satl)a r� 14air li ! iVUA i4x 2CI-t1b 3U.I 11 �. U,�, 9 0. 2Q-0 t £ NOA N4, Ott tR630- "4C). '4fI 2 -i} 3U• i i i{ 9i- a ig Tti rr - xpi ation gate: 09/11/2023 - _ -apiration Date: 09/11/2023 Expiration Date: 09/11/2,023 Lxpirition l� lie: Ertl 1 "-023 Approval Date: 08/20/2020 Approval royal Date: il�I"'i.to2== Approval Dante: 081�0��02€r "•1liCrr'c;xa311i see. f)t3rCiI202t) Pagel E-i E-2 E;-3 Cast -Crete USA, LLC Fast -Create USA, LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: `ANC _E: EVI ENiC°E SUBMITTED g. EVITIENCE SUBMITTED UNDERPREVIOLN APPROVAL # 1-042C04 9- NEW EVIDENCE SUBMITTED A. DRAWINGS A. D'W WINGS I_ a rune. 1. None. B. TESTS T� TS U) 1. None- C. CALCULATIONS C. C. CALCULATIONS (D 1. None. 1_ None. W QUALITY ASSURANCE M QUALITY ASSURANCE I. Byllart trdaC' acriRDepartment pf Regrlctnny and Economic Resources ✓L11. I. 1' .,11lcini-Dade County Deartnient r `Rar d :r""d Economic Resources (1E ly E. MATE AL CERTIFICATIONS E. MATERIAL CERTIFICA,rIONS T cma 1:. None F. THE L Compliance Letter with the Floridan Building Cade, 201;' Edition, issued by Cast- F. OTHER 1, Compliance Letter -r th the `lorida Building � aide, 201Edition, issued by Cast - Crete USA, Inc., dated 08108117, -signed & sealed by Crain Parrino, P. E. Crete USA, Inc., da?tea It � .'1 , signed & seeded hi. Crash Parrino, P. E. ♦..r Q� E SUBMITTED UNDER PREVIOUS APPROVAL # 1-0130.14 a Compliance Latina � l€ta e Florida Building Co a=£€ I Lchtiott, issued lit. Carst- ss` � -A. Crete USA, Inc., cleated C/6q 1"'°'20, s4s, red r by Craig Parrino, P-E. i DRAWINGS .sealed 1, DratiE Trip A'o li D461Z title d "Precast and Prestressed Lintel .Deta ils£; .street I oaf 1. prepared by+ ("r aig Parrino, irria P L.r dated March 21, 20013 crud 1,1t wing No. L PSI l2„ tilled nFi rt"sPµl r a*tc. 4 �% 6 " a 12" Linte/ Setfe Laced Tables ", ,sheets .1 try Craig Parrino, P. E., 24, 2�1�1; least OCT2 2022 O > t rough .1 oaf ,1.7r ep ared cla�ted 11�et� � � revision daled,lunet I2, 2014, grit signedand sealed by Craig Parrino, RE- on January 22, 2019. B. TEST'S V_ � CL Q 1, None. C. CALCULATIONS Virtual Review Assist, Inc. -0 Plans Review completed � I. l +a.^^rt°Re,. and approved €or compliance with the 2020 FBC 0 1),I.,IAL TY ,��' w'S'SU'IL!�CE 7th Edi on by Debra Anne Klahr PX2300 0 I- R Afiaini-.Df1ek CraYrd'Nr�v Department of Regulatory CrrrdECoi1(: niic Resources (R:ER). E. LA`ll`EI A.L CERTIFICATIONS N£S 1- 'cne. M F. OTHER rn 1. Article of Conversion for a na-me change. r Q iii` A. Ma'kar, P .., M elmy A. 1"4^la kar, z Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630A Oli: No.,, 20-06311.15 Z Expiration Date. 0911:1/20 3 Expiration date:: 09/t 11202_t Q Approval Date: 081:20/2020 Approval Date: 08120/2020 —e E-4 E-5 0- SHEET NO. May 27, 2022 PA ■ . .,, . � � . . I -1 ,!k I - , -L- . . � Ill 2 I . � . .1 � - 3 xI I I E__C_0___­l,_ MCN-1, 1 lrwipon, I 01010120mm,o , 22.,.WST REPORTS, G.,NATMALACHARACTEW"CS AND SPECIFICAMMS. Wf-m-W ""'U"'""K 4-1,,$PA—,---"",---,-,-,--"-,---*"I ­11, I I" I L L I I I I I I 11 - ' L � L I I ­1'­1" Ill " �:��IMN 412, I* 14 W Large missile 'nVad a rut f otgw read %*is wItc III r4ohl under Plotel TAS 201. W3 as per section 1620 of the Merida Butioling Coole- Untiem *rsno loads Shot bg Ottictly in a00WdftQ With Gall Note;& nod COMPOrefft Itidicaed 00 stleat I- 2 and 22 of X of Product Evaluation Oocurrl (WED-L drawing nc A F-W. WOW,* as ell TAS 202 Protocol. Test t400tts pirtoared by Nwrical Er4nearill & Wo,20-17& Andwspllefficatiol sitall be as indioll on ollests 1. I one 21 of Festing. Inc- Repoll 9&M9daWd 08A)%d996,#V_-570dvk9dW=1W19ft. 20, of Product Evaluation Dowirrord (PlE,D.), drawling No. 20475. PRO QUO-VAUMO&REEM #WT30 dated 0912WI096m all three signed and soxisir by Hoctv Ar. Modirial, RE- Farlawation 74" t,irbotskPry, ell tW#% Of 2032 doted 04111VIM and 0 2128 dated 10ll wArwased by Gilbon Diamond. P1, amd Repott No. 7. UNJITATHMANIMONSTUM-OF-LM RWORTNO- nw2"t 021i"j,W dated Mwh A. 2WO. sill and al"ed by Edmundo Lotga"pal P E_ and Reary "attern, P�E_ 7 .1 ,, Stl&'#V Vildl In COMIP11INvia With GeneW Notas Nl 1. 8 on 14, **4kalad DAIL, Jury 21L 2020 Tonsgo test roport Nl SCM-197 rly OC Mo"rr", ft,� dated Marl 13. 200% 00 sbast 1 of 26F as well as Germat Notas A I Itirti 4 and I I dil 16� indicated 60 shoet 21 of 2r6 of Product Evoloation Doatleard (P.0, 0.). drawing No, 2a. i is PRODUCT CATEGORY, GNAW* s9rad and soared by Frank Grail RE, Prepared by TIftsoac Inc. and sWrod add so" bYWWW X Tift jrk� FI.F_ PRODILICTSIL11111-CATEMORY- SMMPW*k L1,11TRUCTURAL ERGO . On 26 Cap C-avismized S" Sum P4r4 Ill maxi"n" panal WIM vs, d"go 7.2� Prodil al be kistalled whW HH3H VELOOTY HURRICANE ZONES as 0~ an trog0r; 1=2 of 0* Flarda Widing Cood, MWOUCT NA11ft 20 QAM GALVAKMW STSK STORM PAP" wind b" as **I" as rnawrairn WKIW apKing vs, doog" wind $Mo and Panel M~ACMRM � --- I length based on rePonai and comporklift AP011ysiS, and �r, ol , - dance with section 1016 of th* Honda Will Code-, Calcelatiorcs proplarl by rael im-, 71� P(OOL101 shot[ Q* be Inotafted nate 4 Into Poured co to., coneroto block. and &W. 61 one Oal PWAd*h4 daw I Ill and OW21`15. slared ano seafird by WaiW & Tolk Jr., P.E. wow k"n o1ruclual I-PUREQ41MIYALUATHM; IMML9114— � � --- IL F"MdUl 1EVOMWOO ROPO4 Prepared by W8ftW A,Tillil Jr., VE (Fteddo Unarm This Is a Product EwIlustion Roport ismoo by Wall Tilift, Jr., PX (Systont X i.stgamisollolimpacturt I section 1026of MO Francis Buildlog Code, as PW, NO. 441,47), ProOdent d Tifteal Inc, tFWft CA-000l ID # 1900) to the Global Protection Products. LLC. Role Chapter no. TAS 201 P11010001. 611824-3, Method ID of the Florida Department of Buolness and kohmw" Regulation, 4. "ND LOADS R_ 4SISTAW.L I 20 Gil 0a,vanized Steer Storm Panel has been vorMod: to susial Wirw - awl"41l V - - 4 __4l -1 � T14&, �-� .__ 7 , ,;l.. I �< '% � i�'� . E * % %A )l - f Th* Pirl Is haini; lool an Evolvatwo Report as dowAbod below. and has bow vwftd for coarptionce in accordance * ft Vo 2W Savero Wood 0 ow ProssLaros, Madimm�Pof*k,u*h#WUoaoln(Oc4Aodonit�oet&8,,10,,14,,15,,, 16 10,.?5mw26of26ofPmductEvoluagm0ocumw*(P,e,D.).dnminON6. , - ,l I .. . I I I , -1a. * .\ � " ,,­&W. 44107 ; �: . �. ,_ .. --- Fbrl& 13olift CAXW, wd to vartly that tho pmdud la lot tra pwpose Ww 4W at h" *WjWW to thill rol bytho Col ii�iTB, Mawknorn Anchor Spal sW he sit Indilklated on shooft ff,.9. 10, I 1. 14c 1 5, 17. It 19. 20 25 and 20 W 20. of ProdW EVarealion Doctamal (PE, D.), drawing ft. 20-ITL � I __ - *_ _"I * Z * E 4 I ­­ _?Aj17­5V_*1____. smitor ,itk- I ­ - - � 11 .%6W�--l- 1 ." �_ - ­.. � This PlOdl F-%*kWbon RaW SW be *jbjW so tevill and rqVidoft W Mo of � a Balift Ckwe dial Mat "l afto b 6nitations aw conditions LASTINJol I - NAt Ic - F"t III 01400 Ir-41allatil shoff be pWlwmed stIll In accordonall with dwtift irakilliad on &MMMMMUNUTTM 43,28MMOMWAL"T10,11 DOCUME VT JeAS", Sheft 3 UW 7. 10 fto 20. x-3. 24 mid irf.l of 26, of Pfeded P_V&kWbcmOWAWredr I , l .E.D.), drawing No. 204T6, Minimurn separation to class stall he as WAT1.1- 0.�T-',*tPAMAC-V,ONREI-OWS;#-.rc�46PCWT20!0�oe#-,-P�anCT*NPRW;��-,,S,tte4l6c-=xcm oqNffq,P=­ -tL"vofw##nni4qm42Q�IrSIR&%�fa qZ-Vael _ � PrOW"ll NO- 20-M. Sled "ft aA$9 GALVANIM STIZL STORM PANEL", Wit*44 on shoolIt 0, ict, *4 25 and 26 of 26, of Piod4d EvAual Docurnall I $1101111ft 1 thru 26 Of 26 Palliated by Tih60l Incl signed and scaled by WWkw A- (RL D), drawing No, 0-i 7C TIINL it., PA.; dated 0712WO20. TV* dralwing Is on integral part , 6 evatmika PAWL K , ­:� . � 10MI-ITin" xjjj;N , P., I R, - .�­ ­. �, ,� , ­ . �oltl ".., ,­� - , ti " IN.- %v;z 9 %, .­ /,�� " e. 1, - I �1111­ :W , I .11, �� L . �,.-," C:L11;P, ­­­' , " .... Ir no . 7 1. ­.' " I -� .... � ,4416 '. �_ I- .- .1 , - I � - I., 1. =-. �rll W-1-1 .67 i - L, L , - � - - r��" I -_ ­'� - ;��. *: . � ..- I * :* -_ - " --- - - . * I I 4 .. . � . _;�?`�_ �1, * ;*1 '/ - ��Ikf - ____ sm c- A '--,,,.. Co- .. �� LL .. - - olpmpl , ,�i (i3,,.m Nx. X6 swtql� sot 3l Mill". noddi, 1,411% - Mica: (M) $71 .1510. , . , � ­­' � A* I` . 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I I r_ r'"'r��.-,r,�"-��11-1-1--L-..-- I �= .3n Large missile --- - ,4,� OrIned ts Iur SSTE; 24K Standard _�-FF I,p,:t r-,&,. ,,,,.,,,,f M , I I MLTORA l`lLLV,4F9­M' rRQQV_C1-""VAn_QN_RUrM - Z�� �-� .1-1 - Par sal IOW C .r BUiLl4r 1 � ' or' Wieflof Ida �q (',r�dC, Uftr I DO pe ,�Jroj SialiC � aft ftS f 11 AL--_�'A'W"10 secoon 1709l pep AMW E-32%01- Toul rWrts pftor*d by Aro-nican lfasfimi - Lob arSouth "Flocl Rx;vort 9 u8--am-od do.,tc.-t-',)3�lli'02w!,.nes;iiodbyViOlIAm = REFFORT NO.; 2"121.62 R. Mahal PX�,, al-nW WFOl7'r rl�l f1fol idant'y HIFLO,Mirrs, RE, arz Reportnlcc� 0219�01-09, doted Febl 25-, 20W). 200n0ed Vild slrolt!lom bv EdrIFurv:,* DATE: A&Y 27� 2= LoVoo*p*W,P.E.;tf�A.Hot-tryK,�ip.cryt,PP-, LacccS crl"tla i-oll Pc;id cycft . I -I k4dinDS W ProtoccocK jogI AS 201 & 22 03 as Per sul I 609. 1 1 oc the Florid - PRODUCT CATEGORY: St%gwt BtAdino Cal Test .qwrt omparod hy Almllreart T a0no Ut I = C-Mh Flol, � Repotill 1123.01,1^,;� dated NavwrEbw 23,20-10, cognod and3wiad by Juawg� PRODUCT SMCATEWRY� Sll Parsols coarttiom P.E', PRODUCT NAME: 24 "OE OALVANW" SML STORM TO"l iM 10POrt W -�MAPS by Gv.c WetaNwincal, Inc ,daler! fAil 13. 20W_ PANEL 51Qf18d and sel by Frank Grata. P,E. &A p4l ASTMI F_-8 all Tensile Test as per oc'metwhallf-ji Rmoort No �, 1,3XL-1- 1 318. e-A Delcombar I � 201 0 wgril MANUFACTURER: Gijowpnbmm",,Podwm.,�"C ard sonled by Jo" Jmvlofalnq, fl, El, aia, 1w AST10 F-AR, "DO &W 51 Stl 08%* Florida =14 24JIULWMMAL 1EXONCEMNO CALCULATIONS. I On 24 OW Getwolzed stwrl storm Pool tor r-w..proo-nj pa1w janoth v9. design - . - wind Wad, as wd l roaxiourn anctior spacing Y---- ;k--*n wird kPild anu panel 1.1110,4MM MUMMS I*Wh based on rsflCn--� and Collou,suratlive aimo-lysta� anci ill *CCCo4&rk;1r4C,W;,1h l ... This it a Pmdud Evaluation Redorl:1"Ved ty Walior #-1111111. Jr. P.N. (Systeaw section dealt of 4*0 �Lfw 8160dilrg CCAO- C'Nkm­'Ecn�oll P,rlzPvFCrd by Tfldcool - Inc- doted 121181,10 of�� 062'7)13 M- tnts mvittooL gjVied aro:i waW oy Wall 10 0 1000) to the Gill Protection Pt"Mats, LLC� Rule Chapter No. A, TWK �k__ PA_ L 6,1420-3, Mathad 10 of the Florida Q#portmottl of Susirmse and Pr Wonal Rogulal UMSMAWWGIF RESISTANCE: This Mduet is being Issued an Evaluation Repard its described llwal and has Ulf" lnisslis hmpoo, La�ocr gatcoon I dt.rv,i ,,� i 9 tp�cli , IF " , W ) IlCIL�Irlt.jalf3Ulle� , " UA r , " _ CO& I boon veAW for eompborlea Inaccordal with 1ho 20M SwAmOEdifion of ft $STD t2-0 Slandom-I iokol'TAS 70% Field* BWMbv Code. and ID verify Mal ft prodW ft lot ft puWw intandird V all owwalent to "W tersilmd by the Codel ! L -1 N MI Q IQ AQ 0- R_ E S 115 TA U C E F T%s ProdIll fivaWabl RoWit shak bo,sublect to review arld revision in il;oke ot 24 GO96 GaWoni)wdsurm Slorrtl Pan"M ha,�� t,I­tCrq vefi(100, l sustalf� l,v�nd a Wit" Cvda dwW that relay affact ft firmtdiarls and condlibors � P r 0, 0 s Wft- M a i " I k j r n M-A I a n UT t F a 11-i � I b fj I a 5 ire, i rA to K I 0 n q- t � a e i -S 1, 9, 1 �,' �, I I t '12 and 17 of 18 of Ps-orill Evaloatlur. cocumew if, E D.). drawing No. 20-175 L-EYMENGEAGUAMMM WAXInkm AndW S"Ciol W11811 be 41- 1--fill " shol 5, Q� -I0K -1 1, 13 thru -0 - and i8 ort 18, of Prvjtxt _VrOumilor Dovial (P E�D�)� dra-" No. 4l ti,�-P-,RQMX.TgV,UYATMPAKUMR#T,tP.iW.,); 24 C4000 GaNantirao SI;;;i1cmi Pa�*:-Ik Illas bcarl, 1W ror omf Woroda'"ve w . Drawing No, 20-415, Well -24 G"E "ILVANIZED -STM STORM PAIIIEV, work asa non-porl trAin .,chlifty.4 �,�,v�t�i4��,,e:,���-a.��',',,,,"%TD12-90.!�tar4af4, whal I thru 18 of 18 Prepared by TRtow. il skpW and seal by Virallw A, Titht. Jr.. 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V m vm-� ai�I:i!-­ll­ , �Q"_ - _'. a- ii , 2a­31S43 ' �in ­,�� - W il_�Tji_-,�­,­� ­ 'If ia�:---,F� ;i4­_, � __� . I4 "­ ,;',''�_ t , 4 ` _W �,x��Llljt"tZ'­ C�4­_­r_.__�­'$',;, ��­ ,� 4 �����-1-1,�L""!,�,,��'�7L����-� - ­117- - I.� _,�' __ � - �.� �;� �it�r - � ,I W11 . 11-1,1 � C, 6�. ,�ii - ­--ii;� . -F­ 11 L­ � _. I.- -4� i m (D (D (_ 0 —00 Q) _Ii,� ­0 a) > 2 C- 4 no= .__ W 0 = 0 a) C_ 0 IL cz CU -0 M . Cm m 0 a) 4 W W :t:� a) -0 0-0-0 0 -= C_ 2 — W 0 n = -2 :_�: (_ .0 LL — Cu 0 1 CIO I! 0 Cu > An 0 Ln a) .— 11 A� . C_ (n Cu 'I ACS 3_ It _0 . C__ C/) < 77A AA Pp.. 44 kh;h F r,A m , I, I KA 17 ff m . 4 : — 4 , — I SHEET NO. I 1 I � ; SH I 55 � a FOLD UP WEAT14ER V - WINDOW UNI—E a) TEMPOWkRILY SECURE BARRIER FLASH'I" REQUIREMENTS RE S-ISTIVE BAIRRIER R___S�rs UVE NU WEATHER %3t-OPE -1'0 Herivelope. The exterforwall e ape shall :�, BARRIER 03 in R703.1 Genere' Exfenoi,�,valls :0 provdc trio building with a weather -resistant exterior, > Wool) FRAME COMSTA, (0,6 cm 303 - 0 include flashing as in Sect oin R 70354, (D TAPE EXT ERIOR FLA$HIW V4' I" READ OF CON-33--R-t 717 NO TED UND[A 0 SHEATHING RY LAPPING DOWN HESHE T�O BE APP SELF-ADH REL FLASHING OVER R 1: iM io -jr BOOM ANDL 10 JOIST AND tit), i CL ��r RE I U1101UP JAMU 6- %YSL 1.11000 r 'WALL BY 6 WL EXTERIOP R7031 I Wator resistnrl'W, Thtal tlxte- n�r wali einivr.�Iopp snal-I be desinned and constructe inanner that prevents thn, aC uniulation, ofwater as feaulle el -fie e , and a rnearts of PROOF CLAULKNo -CEMT_ FIN, �"y�-q�lo�fidinwav�ater.��'es�,,�t,,,iiii-i'4t)�itriArt�- Md t -xterior claddin- d by Sectiorl R703� W 1� WEATHER draining to ther e-xterio; �,,%rat r that penetrates the extetior cla0ding, BUILDING PAPER Z3 & RES30TIVE SrAt. TCW-5 0-F _0"STS ._-Amplying with ASTM 02226 f6f P-e 1 felt or other W I R E L--^t TH R7033.2 Water- Vt, t)t!i _nv _ayer it -if No. 15 aspi'laft f��It, f fr holes and bre-ak& 0 7' - �­*4 '!�- — Q­i+er sluds. ol", s thipg fuf a!! exterior , its No. 15 asptialt te t sliall Lie applied horizontally. approved ba!!ier be applle_' EL (SFF frTAIL WPQ-7; SELF-A-DHERED FLASHING w. ayt_ -",�t 1P 'Fla- .0 LL with the upper �ppf�,` ­i hi In 'er _S-c 1 i-2 in­he-s. Where joints occxr, felt sliall be lapped not less than 6 inches Other co co 40 'a- I+— > approved mat,:�� �tha�� b� _-s aflL, in fflani-'evith "-evvater-re­stive bafi,ierrrianL-faclurersinstallat�cir� instr_uciions. 'the No.15asphalt - HEAD FLASHING TIE-IN INSTRUXTIONS, -a 0 :�l %4't��l r" r a t e r 1, e -, i -�i�- 1 -0 -0 Va J ial ,-ha9 be c—milquous. to the top of and terminated at penetrat, us and bUilding, felt or other tL�� trier rnater 1. Cut, fold up& to-ropotarly secure we"a r JO(ST F Lie w to meet mic -­Dqu -B appendages in a n irement oftheexteriorwa Qnveiope as oericrtbed M cciectiort R7031, THESE DETAILS ARE GENERIC AND resistive bartier above hoader to allowfor :E 0) 402 CU flashing instalims Ron MEANT TO SHOW GENEnAL T"'LASHING ; Z, 50TT-a0hereO Robing plus ticad flasning wri0eir R-70371 .3 Wat�­ve�- it;arr�ers- P, arrier; ;,hHa'! bt; tristalted as required in Section R-703,2 and, wl,,ere arripliad over wood -based AND WATERPROOR NG M ETHODST 0 weather revah" barrier Q �_qrrit-�r v,601 a at !&2_1 OQUiVallOnt to two Jay*rsaf�___ado I) paper� The sheathing, sh,4 vv,A;do_, 3� Follil weather resistive barrier tacK over bead 4epe "I ki such 'that e layer provides a sep-rak= continuous plane and anv flashing (installed in BE USED. flashing and seat with tape 2 4— (2) individual tayert� t; I be 1ns1Z1E1­ Tillent,11 ac;-xri,',.ancew4'h,--,,,jc--'�,�,rP-,i-.,�.. in'endeJtodrairl to ttiewater-,r=-S'fst;��.P-bT-irrier isdirer-1-eld between thelayers. Scaleo; NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW XA/P0 1 Exception.- 'Aht-,rc thCt 1mvPeT sjsl ve barner th3t is apphed over �.vood-based sheathing has a water resistance IF V k11 iz)= FLASHING INSTALLATION AFTER WEATHEM RESISTIVE BARRIER EX71 ERIOR DOOR WITH DECK SECTION A WP02 CEMT, IFNISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 equal lt.�J cir grraatt4t­ tha-,=� that of 6,i-rninute Gratip D Wooer and is separated frorn the stuci:,-o by an interv.ning, ME(O-il—ANiCALLY FASTEN IIF RURBERIZZED ASPHALT substanti&`y non-'Vatef -abisorbina layer of designed drainage space, NEEDED IN 11"OR114ERS ADIIESIVE. 3A'4* BEAD OFCONSTIR ASPHALTADHESIVE 01 1 lNo i OL SELF-AD4 if-'RE01 lo 1 41 RASHINGG JAMS & HFAD R703A Flashhl�p. Appirvved Tnetal fl- 15h4lq 3WOEMEN11 o FLASH SELF -ADHERED FLAIWIN)(3-- _'y iny: flustiing.se-l�adheTj--dmembra�tiesa;idr"ec nically attached flexible flazhing shall be appked PLMTER THRIFSHOLD OF D" AND RETURN t UM i M. *44. i shingle4lashion fit, st'i, ac,,c,�ordarlce wmh he ntanufacturer's ine-i-ructions- Metal �Pashing shall be —frosion resistant, Flu:d-applie I membranes N UP JAW tr- USE LIQUIL) NAlL 8 RAW FLARGEOVANDOW OE- XTAk WPOI) Adance with the manufa luret- Instructions. All flashing shall be applied in a manner to prevent the 12 OL DAAOK CMU - M-ASONRY81. OCK RtPER TO QGHNICAL OR F0 I N AUT A 'T" r R PRoor r.4 in xwn - f used as flashi iq s t iall b, e applieul Bccf EXTREME SCORED entry of water ir to the *,all cavity Penetration of water to the Iding structural framing components. COMPATIBILITY RELEASE P��_ Self -adhered menibranes used as flashing shall comply ovith AAMIA 7-11. AJI exterior fenestration products shall be sealed at the juncture with FASTEWR $CLF`,ACMRE0 FLASHING OAL, FULD"Ki. $CURL it; SEAtMT AT 2W_ LP -ADHFIRE R A%~I, OIMZ�SE PAPrA YO W'0' SE the building wa''t -.v th a sealarlt complying with AANIIA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTU40 A MAMMUM W 4) SFALANT JUMT �%� r V004DOW a" TO 12B AANIA 81 2� t.�r other approvec, Standard as appropriate for the type of sealant, Fluid-applien membranes us as A AW� AS Contraction, A' ed OUTSIDE EDGE OF MASCWRY ur iv "'vitt'll -hall oxtend to the surface of the exterior wall finish, Approved flashing$ BOTTOM OF flashing in chalP - P A%ANIA 714, The flash, ng;b 2) SEALANT JOINT nstalled at, th�a fok'ow. o iccatfons3 shall be 5) SEALAW F R % INSIDE BE OF wNck-m- wvd. irm r X ACROSS VMDOW 8WX1 SECTI(M-A (SENDETAIL WP02t­�,, ­'V0WX;1VV FRAME MASONRY----�__ finish of �c the v�ater-res,�sfive t.%r:�,-,,rr��p,:r,��D�-r�,,)�y,ing with Scntton 703-2 for subsequent drainage, Mechanic,W'y attached flexible flashlings AND 1 XtEND I Q 1,1.ExteJLjQf r� As; F- �ashinq at, extertot ,vindov�r a i,�id �door operilngs Shall extend to the surface v the exterior wal I A A(A *0 ---4 - I'll I- L­ PE A COO-1 E 9) T=10 AN t REWIREMfiNTV shall v,-ilh AANL Flashing at exte,,ior vi� ndow and door openings shall be installed in accordance with one or rnore of the RFAD ARIDGM 2 follow n fg CLADDIN131 AND VM40M up, nd F ;hing r *1ructions, or for applications not addressed in the fenestration The ion rn.anufad a; tas is 3) SEALANT VAWKYAr FRANIE TO FRAWAAF ::= __ 3FLF-ADl=ffRE R MM 5 tivoi F� VML*UW SUCK AU THE WAY 10 0 4 n-.anufa­*ur(�r's irl 1NIth the flashing manufactureess instructions Where flashii-ig instruc ns ordetails are the of exterforwindow and door openings Pan fias hing shall be seal ed or DO NOT FLASH OVER >-< 6 nn�inner a-s to ckect,,vater Io the surface of the ext 4rior wall finish or to the water: esistive barrier for S''Llbsequ@rit SEAL TOP-8 OF JMTS a cq)e�_" 10 P 00"OM MAILNG UNOIE� DECKIWU ctain-age, Opentn�ql�- usintyl Pan ftashi;"14 RANGF (SE EDE TArL WV07) 7) te flashing or protection at the head and sides,, -'.-'.In ncr,, vvith the,, fin SNnci tdesiq:,,�, or m rn i hod of a registered design profession -a! I �3 1 3 In accorn.'ninc�r! �Amth �"Jffipr nmr-c�ved inietricirls 80S 06_05 CMU INSTALLATION' 6 POINTBUCK AND SF_LF-A1UFlLJREU!: LASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 71`� X-AAMA 10-10, FNIAl'AAIJA 2GO, MAfflDIVIA 250, FMAiAAMAI WDMA 300 of FMAIAAMAII MIA 400, FENESTRATION INSTALLATION AND INTERFACE HALF ROUND VVINDOW1 W P 0` 4 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER W F'ou^6 1.4 P Z_ 2.At V e of cham-leyZ; or o*her rTia&,.,)1ry construction with frame Or'StLICCO walls, with projecting lips, on both sides urlder &*UCCQ -ran­at -�Ihe endlz- of ma5onq.,,­voad -,r metal Gtwnd _3,Unvdc; ­ z -95 and sills, 4�l-t�Cot�,���i-��,,,,.36.�,-�,,Iy abczvf:-� caV Ome"Ifing wood trim, 8 7?? SHEAT HING r i -ne ori� I tion 5_ 5.Wh�--rk�t 0oFcihe:,:3 Clerks or stalrs Attach to a wall, or floor assembly of wood-trat - c i trt c Pla virtlial R Rs Re Assist Apater Resistant Ballet 7� 7.At for co view MPIia /Ice ete a —Lain by tb nd app APPROVEDSHFATHING JAMS, SILLAND HEAD CAFIAIL SELF-ADFIERC-OF[ASHING Debra nle 202 C 7tb NVACiVE- D HOUSEW-P-W PATCH Sheamr-ino THESE DETAILS ARE GENERIC AND, MEANT TO SHOW GENERAL hr 23og Editio Slum* STRUCTALATH TWINITRACK 2.5 &4- CEMENT PLASTER ]FLASHING AND WATEr!DROOFING METHODSTO BE USED. Q 4. Z 12 MIL ("in) OJW1= OR EXIMME APPRUKD FLAAMMING TAPE FN--7/ 3 DOUEXF JOIST 'V"SEALAN'F SMIQET V411`11 TOOLED APPROVED SEALA14T — SINGLE WOOD BEAM 7[8" Cerrient Plastet in awcco-dance JMT BELOW SELF -ADHERED- FLASHING A ASTMC9126 in accordance with SELFADHERED FLASHING A 1�3, '' I M C9 2 6 icked, mptal Feft1b, 2", llrithe� intaccordmoe FBI backed trietai �"NNIMINIP -limp 1-11- Dr,,., �<N wit' Ac' M�U'1063 3"' MIN !F \ ......... lathe in accordance SELF -ADHERED -. E ' ­­ , , , , _,T $EL1 -ADHERED (4) NZ FLA,qHING FLASHING -th ASTMC1063 '45 b L5) % X ­ -Q,� - f r%tiflding Paper V P SELF -ADHERED FLASHING SCS n6_ D2 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING shpathing FOUNDATION WEEP DECK i0IST OUTSIDE CORNER EXTRUDED SHOULDER W__ P07 WP08 WP09 % Sh� Flas ing 7- -1 IN c c S c re c Of A S Der S iiWl ilk, 11 1 ple 2,x FRAMEWALL----_, Sr�00& i SELF-AUNERED FLAR"S' H I N ('33 % H t­ Stamped *END of, sinlilar, S'l RIP (N. tvlf L E P LF"N' Du'' C % To", D E T A I L S TILE FINISH i �_ 1 1 SELF A!),- LASMING (SM) cauk bottom ��AN I U DRAINAGE P& W WFATI IF,R Ri-SISTANT URAINAGIE Pum WR5 W V'feerl screp foint only 1� 112" to 2" 1L "D BRFAK, V1FATHFR RFStSTANT BARRIER 1p� WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO > 13OND CREAK WRU srL r FURR NG JSF) LATH Above Rioof Cn PER THE FBC RESIDENTIAL 7TH EDITION (2020) PLASTFR A(XXS9QSZY installed As Per 1/7' DUR0CK__________ $GLASS V-4p PER PLAN SFIATtl SHEATIMING, �068, PLYWOOD. OEM CK N S Z� �6 N_ Mallufact. SpeLs. Derail I nstructions WRAP Dr) 1WRs OW > 1 1-0" PER PLAN Ti fl! VF RTICAJ, 112" Ceirrierifitii)vs 0 Decutative Finish Jo e Refer to the number marked as in each dietafl,that Corresponds to the S, Cement Plac,,tc,, instructions lDelo%w� the IiS, of RORFA" TO Tt`�P OF numbered items in F LANOL AS AN AIR in iaccordr-incF CL with ASTI, Alt insidirii and CL over wood zLOPE �Id 1 11 t Install se;lf-adhiered I'llashing in order as Shown by numbets 3 1 �'2' INCH, F LANCI,� 'Will U outside (."011H 81, CMU need to be initer .771 .1 1 , - i - 2. install flashing and weather resistive barrier to form Water s1hedding N_ _21 s 7!�_ A­-.1", q, laps 4" OR 8"CMU cut and caulked all butt io;nts need to 3. 801--adhered flashing can be subsfituted for building paper 4r STRI - Z Z Y TUIVI FRANING a. Ll I IV VVR=URAL SHLAI�RNU ernb 511ampede ur Sim 4. Split the release Papef using the pcord (Split reWase on demand, (PER SEAT DEPTH)—, becaulked using FILL Will GROUT edided in the adhesive layer, - for ease of instaflation and to Er TH IS GAP 19 A PLASTER STOP — i W W .! i CF)Lilk for all 0 in SIRIP Of 1W NATURAL _914tj Do NOT SM- `9' mirni7e sicorina cuts 5. Remove all release paper W standard Installation ins-tructiorts and U) S 8A(XER,--' P111 ANr V�Rri W -e of flashing material (6" x 6" HOD& S�X AN f I)RIP SCIIE-�'E:D PIEW CzaNTINU00 adhere to Substrate using a square pie(. uJ SLOPE Pry 5RFAJ< WRO Minimunt) 4, KA-1 -0 MUD WD-_ - U) 6. Fold as st*wn by arrows Er SF i ATI! ca coo ng f 7. Angle of comer may vary. adjust folding of the flashing a rdh �y to 71� ft Ct) rNote:"" -es;,�ary f VINYL SHOWER PAN M it fight to comer Z\_ A- Mechanically fasten as net t�O instal*d over It r) of the weepscrepd- LA-li- 1,1LA-8filik STOP S A The building paper and metal lath must be' LU wn Z -A:XER ROD oj-vel biu-L& A 4 6 S1 Z J 0- SHEET NO. SHOWER SF -AT WEEP SCREFD DETAIL XA1PJ 1 S-OFFIPCANTILEVER WP10 1i Sr-A-LIFiNOTTOSCAI�F W OHM", 1 0 0