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HomeMy WebLinkAbout36577 Smithfield LnABBREVIATIONS 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 REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQIN -SQUAREINCH 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 - WEEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ -WITH WD - WOOD SYMBOL LEGEND: = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER 1 INT ELEV NUMBER AO = FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION = KEYNOTE CALL OUT DIRECTION OF VIEW A;L:ELEV MARKER NUMBER A9 ARROW SHOWS = CD PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER 1 < ELEV NUMBER SHEET NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 a2 -ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER 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 0 PORCHES AND BALCONIES CHAP. 3 Q HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 STAIRS - CHAP. 3 0 CHIMNEY & FIREPLACE CHAP. 10 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. N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 STAND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 PRODUCT APPROVAL PA 1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP 1.0 WATERPROOFING DETAILS N N 0 N N ti LO 0 00 LO Q z w O 0 w 0 z Q /1\ Q' ; > C M E O W L ' Q MN W w V) V � M � c t o0 � rnrn O o - S 2 o R Q VJ �V) t ���ztt j W 0- 0 E� v c W L a '0 W� H Q w � W _j W m� O � J � Z� z U� rW` Q Q v �����o3tr(nLLUOoJo D 0 Z LL LLQ Z M O H Q Q O om�9o_Zowoomzz W Fn W W H 55LL 1rQ H j O OZ 0 o Z aO W ow h-F Y Q Qo Q S o a¢Qrr F LL it O O Z N 0E- (/) 5 ti F- co O Q � M r-- � U)LL F- ofacM z < Z�' z� W J O �- O �> (D 6 r i 0 I CV O o 0 o 0 0 OCT 282022 coN�MM� O C, 0 O N N O � O O / Z J ' NLf) w O O O O O , � (V M 46i I Virtual Review Assist. Inc. LO Plans Review completed and appYed ' for compliance with the 2020 FBC 7th Edition 0- by Debra Anne Klahr PX2300 �^ z OvJ zw +�—+ W 000 0) O U U V� R ���V L L 0 oWo Z a~a 0 8 2022 r Q ,� I­_W Q NOTICE TO BUILDER &ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. Lr) 0 ('V W Zoe . w CL 00 Q 0 �. � U�Z zWo z Wz Q F� o�J o- MMO W z z z W J NC) 0 LAST PLOT DATE O Z 4-1 0 I July 21, 2022 J COVER SHEET ELEV. AT V-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) v v 0 v 0 v �1 I J = LL LU5- r bo ELEV , 4S3 L (-) 0'-3 1/2" 30'-0" 8'-8" 6'-0" 151-4" 2'-10" 3'-0" 6 3'-2" 6 5'-4" 10 #0 T-4" X-6 3/8" X-10" 2'-5 5/8" 2'-6" 10 C)A 2 _0�� M g HB 13 a a 4 a 2 I D GG a S3 13'-2 3/8" I I BRG WALL CV7t J _I O r 7Q I B 04 I �° :aWml 13 W I I - s3 I 0 is I I L P T �—-------- C.J. — _ 14 13 .�rt 't B �� 15'-5" II I I SINK \ ELEC L t==--------- — 10 0 9 9 I II II II II II o � II 6-2 3/4" 13 II O II SHWR Q I N iill I 5 ii - O 11 iw II C JJ� - I Q 14'-6" REF 4'-2 5/8" �Q BRG WALL D G 0 S3 C.J. 13 I I o— — — i i u- I O _ Z C?I °° H �O og L 1 00 13 a 13 3'-0" 1'-11" 3'-5" 00 8 o A CO A C ELEV. U� a� Y �Z_n r___ -� 9 o VJ r-- 1 II 4 ------ --F-- LO Cl) I I wor- CC I �n II i o 0 S3 r, 6 r ti 2 II 13 it i C0 v /I �°41 1r o BOLLARD oo C) lo ELEV. U U a� ^CC I B o S3 I I o - 13LO I r t0 I 0 I 0 9'-10 7/8" L 9'-4" SEE DETAIL D/S3 FOR FRAME WALL TO CMU I I o CONNECTIONS I v O ci S3 I B 3 HB v _o —1 9 M o ,_4" R1 30'-0" 16'-0" 20'-0" FOUNDATION PLAN (ELEVATION A 1 /411 _ 1 1_011 '-4" FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTELEGEND KEYNOTE ANNOTATION 0 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 3D 1-1/2" DP X 13" WIDE RECESS 4� ICE MAKER LINE 5� SINK - KITCHEN 6� REF 7� WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM O FOOTING LEGEND TAG TYPE SIZE REINFORCING @A THICKEN EDGE 8" x 8" DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY @ MONO FTG 16" x 12" DP (2) #5s CONT. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and apprdv for compliance with the 2020 FBC 7th dition by Debra Anne Klahr PX2300 N N O N N P_ C) o co LO LL LU Z E� d r. W 0 z (11 E C!O �� m N C) 00 ° j = r�i p u S O LL. o a� 2 U W L 0 EM c O� m r-- H O. -O CQ7 ❑LI W o�Fz- ��W Of W �2�Y L WD�JoLL00o Q Z) oxit WoOo8WW0§6LWom0Z ZD 0LL ¢c¢JZ i W OZ CnWdW55WW_x i<WQ_zO OWoaW 6 ow 2MW3¢ ox 'n o1Za¢<W ¢LL LL¢ O E¢-.o >e O O Z W O� I::)ti z M O Q U) M U) ILL U) ti LO _M oo ZU W W JQ N I 9 I ! I I CD0 0000 coN N N N N w CD CDC)N Z ' N U-) W p O N O M O 4 C), LA It 11 , ' co♦/� Z� ♦JJ QZ C)W M -� O W V 000 UOFD Lo O �zj oW � Z a�a� Q H �Q W '�/"�� �..� / (� ~ W m~M Ln F-Fo_ N zo o� W � Q O O gWo w� Z LL 32 Z az Q F- pU CL _0 m it z Z z W _j N N 0 LAST PLOT DATE . . July 21, 2022 Z O i MONO FOUNDATION PLAN A 14'-4" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN co r- 30'-0" OVERALL 3 1/2" 5068 SGD 10'-4" SH 25 °��° HD AT 6-8" EGRESS 5'-4" 2'-0" Co n GREAT ROOM BEDROOM #2 Go 8 8 CLG 10'-0" X 12'-4" r- 0 8'-8" CLG IT N 7 5/8" 101, 7 5/8" 16'-0 1 /4" 6'- 0 1 /2" 5--0" (2) 2068 BF 6" WALL iv (3) STUD 2x8 iv COLUMN _ HEADER N BELOW _ �'6d, SEE Q/S 00 R&S N (4) 12" DP SH n 12'-10 5/8" 11 9'-2 1/4" Q T-7" 1, 2' 2" 2X4 KNEE WALL, TOP r AT 34 1/2" — KITCHEN o 0 O° r I �8'-8" CLG_ ' I ' p w BATH p m 8'-8" CLG DINING ROOM o O z � O 8-8 CLG � I I Uj o RANGE TP W/ HOOD 00 I �r---- TB Ln N 'D _ U)Q i it IL---- v =� O) _ J = 1'-3" iv _ O N ti Co= Q `r M LO w 7 5/8' 0 6' WALL 8 1/2" r, 06, 2'-3 1 /2" 7 5/8" LO Cl)0 >O -8 3'-4 1 /2" 6'-3 1 /2" 7, '-3 7/8" 5'-3 3/4" z: PLUMBING—,-`? 1 PANTRY 51/8' STACK WALL iv 6,-7" REF B.U.C. (4) 16" w� mzo w P Q IE BEAM AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC— i 4 w in bo FOYER M 8'-8" CLG � M00 Lo j SH 1/2 34 HD AT 6'-8" 3 1/2" I TEMP.GLASS HU28-2 I ENTRY I ni I '4" 4'-7" 10'-0" 6-9" 114" P' -4" INSULATED BRG WALL (3) STUD OLUMN BELOW 20 MIN FIRE RATED DOOR W/ WEATHER STRIP (2) 2x8 HEADER SEE Q/S4 4" INSULATED BRG WALL N W/H PROTECTIVE BOLLARD TWO CAR GARAGE 18'-9" X 20'-0" CC S3 Co _--------- LINE --- OF GARAGE IN OPEN POSTION I �I-SEE DETAIL D/S3 I FOR FRAME WALL TO I CMU CONNECTIONS I I I I TIE BEAM TIE BEAM I I AT 8'-8" AT 8'-8" I I I (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END L— — — — — — — — — — — — — — — 16" X 16" X 20" LINE OF STRUCTURE A.F.F. CMU BASE W/ ABOVE (4) #5 VERT. TYP OF (2) 17'-4" 18'-8" 30'-0" FIRST FLOOR PLAN - ELEVATION A 1 /4" = 1'-011 w o0 mbo w F- TIE BEAM AT 8'-8" 00 N N w ;t C? in 0 8" EXT FRAME WALL -� 30'-0" 2'-10" 24'-4" 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. SH 25 2ND FLOOR SH 25 HD AT 7'-3" WINDOWS--------,,,,,D AT 7'-3' EGRESSEGRESS ►ltititititititititititltitititi•.tititititititititi�tlTitltifititi titlfitititlfltiti?i?itititi?ititi?itititztiti?itltititi?i?i?itititi?i1, _ ' �; itititF `tititl \ 1 ►� 1 1 r H 1 h •• r■ i�� � f1 • H 1 1 1 0 r •- H � • / r alp' . I' �•-• i I OWN j� I' �W� ���)11 , •' � IN • IO.� .,. FM � • i i i i i♦ i stiTiTiTiTiTi ; ; 1TiTu:171T� • . � R1Tit1T111t11 � � lTiniTlTiTiTiT` � j' ..�Y1TiT1TiT1TiY1T1T1TiTJ: —: ?iTltiTitl'.IiT1Tii1Tl':: 1 1 1 1 SECOND FLOOR PLAN - ELEVATION A 1 /4" = 1'-0" M0 N Xj-W �QIX 0w C?LID (n N ~ w U)QO ow -4" INSULATION REQ: LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11 / R-13 KRAFT F EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LMNG) R-11 / R-13 KRAFT F 0 N v a� -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW •I • ,i AT 18' 0 bo Q 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. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO 13 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL d =FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 60 403 TOTAL SQ FT 3043 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING OCT 2 8 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL N.T.S. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) 11 and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 30.0 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) 1 OD NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN _ L w O z w w v7 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. N N O N 00 N r- ' �-- ro LO o e x�- 00 o . �.. W 0 z Q 0 � a) LO ^ o W L = "O r' U M CN to U -0-0 d %) �` r"' 2 p U o O LL o 0 s UQ a� }4t .N w Iz4 N C V p ao N U� U w W F W J W�0 O I < < Z Z a ft'niL0 Q Q F- Q�X J�O�� d Z o 0 CYCn09o_Zorr_oomZz� J0 V OO Z ww0_wto W W W (A W d'Q7 QoWQWFFnZWW�o�00IL LL OQ o 0 oQz �QLL O O Z CV OW (0 p F_ M 0 Q � M J 2U)L L I� WN f1 co 000 z0� Z W w0 J Mj �0 V N I I I I i O 0 0 o N 0 N 0 N N N Cl — N O C)CC 0 0� CDl C)N C) N C)i I ' z 0) N LO LO W > N M 4 to i I CO zZ v, Q z C)w } O W C)U 000 V CO O Z)zj goo -0 Z aIra T-- Q = w=Q (� �~M N ZOM W Q�j ■ ■ CO O 2�2 ZWO O z V Z 4! w Z cL �z �� pU o l- MM 00 o_ z z z W_j N 0 0 LAST PLOT DATE O • r July 28, 2022 z O J 1 ST & 2ND FLOOR PLAN A 36" LOW WALL % ENGINEER TRUSSES 1/2" D ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /21' = 1'-011 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS =40PSF. I I \ \ SEE SHEET ST \ FOR STAIR DETAILS \\ 42" H. SLOPED LOW WALL SEE SHE�ST HEADROOM IN STAIRWAY FOR STAITO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10" 1" NOSING f0 6' RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER ---I STAIR DETAIL 2 ----� A3 `%'.-- —...* (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING X1 3 A2 1 I OCT 2 8 2022 Virtual Review Assist, Ind./ Plans Review completed and approv for compliance with the 2020 He ditian by Debra Anne Klahr PX2300 N N O N N o tCI may" LID Q z W U.. 0. p 2 0 z Q W L -O `! U (M N W N 2 ♦— U (h (n V -a00 M _ � � t o o rt- U-o T < �i U tag °V) w Q � i o E� c 7N V -- a a (A/) W CAW 0LLj uj W Or F-~ < � <,g~z� W��-jQOQW0LLUO2-o Q Q �- V F- <GYO-ZIr ozmoclHQQ 8w296ztR00mzz 0- V O V! ZU)WaWv5WWWFnWx< j Q Q w Q Z W Z W 20 � a W Q0W �i 2WZ O OQ Q ga 0 �-Q� Z N OW I— F- M O Q (/) M r- LL ti z < W < U� H W IZ M Z V W W J0 0 A N I= O o0000 M N N N N N w h a 0) M O Q N r N O 0 0 - o o l l ' Z O NW LO > g r o N 0 M 0 0 In i i V M' C zZ W (� Q O zw 0) ++ 0 W U .02 UVU) O ::)zj o1-0 Z aaW r� -- WQQ W~W6/) Lr) (9 F-~� N W zo-T w M Q�Z) . mg2 Z (� azw Mz Z M2 0U 0 a. m z A3z z z w WN 0 LAST PLOT DATE 0 z J STAIR DETAILS '4 FLOOR FRAMING PLAN (ELEV A.' 1 /411 = 1'-0„ O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS ROOF FRAMING PLAN (ELEV A.) 1 /411 = 1'-019 r 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 CF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. 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 = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximumIPPS both components and cladding and main wind force resisting syst * These trusses have been reviewed to additional 10# psf non -concurrent bottom load. FLOOR LOADING SC TCLL = 40 TCDL = 10 BCDL = 5 TOTAL = 55 NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved compliance with the 2020 FBC 7th Edition r by Debra Anne Klahr PX2300 SHINGLE ROOF HEEL= 4 1/16" PLUMB CUT 12" SHINGLE ROOF 4F 12 12 HEEL= 3 5/16" Z�A 0� PLUMB — 2X4 CUT W. 512 — 2�� 0 2X4 TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. LABELED END MARK REFER TO ENG. PACK FOR CONNECTION CJ5 1 CJ3 `r, U CJ1 U IU V-0 5/16`1-_,� 1. 2'4" I. 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 123 ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN NY BY THE PEAK CONSULT BCSI -131 30' to NY 30' Span or less Spreader 60 degrees �. .l or less I� 1/2 _I ) 1 a 2/3'o112 �I line t span aapprox Tad gne I span -x. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. — 8 8 OAD DESCRIPTION INIT. DATE 1 NEW MODEL SLC 06/11/15 01 LC8 RDP 11/05/15 [RB01 REV LOAD FOR ACCTG HMT 4/1311601 UPDATED RE'S ARM 10/10/1601 LC9 JTH 12/15/1701 CHANGED TO SIMPSON HANGERS JRH 3-13-18E01 AME)BMVFRTONRRMUSSES@WBUWAUS ARZ 10/19/18 RF01 Rev hargers,dmp FG_s 1M',Nd tml@Wage rdg 9/24/19 RG01 REVISEDLOADING ON FTG5 ARZ 12/17/1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N, W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/A ALT DESC OTC LOT BLOCK DESIGNER PAGE SLC DATE 1 06 1 1 15 LAN# SCALE N317638R 1 4 "=1' N N 0 N N LO w ®_ 27- " W 0 z a ^` n' E C M O W L V/ Q 00N di a 7 d M [ O u S 0 Oro �Q t U�� .N LU Q� w 00 E 'N W L �aa'0 Ut L!J W W W J W 2 O H � J � Z a ce=) � z Q Q V F— J�0?��ULLU00�0 j 0 0 Z LL LL2 Z 2 9 0 pcn��OZOw00mz�3U H a Q W Z 0 mWaW� uJWu��Wa' ILI F- LL _¢QOWQ�?WzowOW ,00 <0W �I-� 2W620 O� o oQZ99a a LLQ 0 F-¢LL sE 0 0 Z N OW F— � � ti F— M O z U) Q�Mt1 2��1` qq z < W LC) F— W (y) a V- 00 < < Z F— W W JQ i i I I I r I I i i I I O O N O N O N N N N o N 0 N Q N 0 N 0 N N Cq W O 0) CD— O N O N O r r z O NW g OC'i O o O I I CO }� ZZ aw O � W ozz O V UUU L O OI_o Z a- W IL Q Ll') = W F mF� � N W o ZOM W rn F_ . . N Q O zwo Z V az Q F_ _j 00 Oa W d' Z a Z W W C) r M 0 O LAST PLOT DATE • July 21,2022 Z O J FRAMING PLANS A " Co Fo a 2 LBS. E P S FOAM 1 1/2" 5 BRACKET DETAIL 1 11- 1 -0 11 q 2 LBS. EPS o FOAM 2 1/2" 6 BRACKET DETAIL -1_n il 2 LBS. EPS FOAM = 1 O N 4" 4" 4" 4" 1, T-4 r7 WINDOW 1DETAIL pia = _n CV v ROOF FINISH PER ELEVATION 12 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS E—MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP 1'-0" ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 8�jSOFFIT DETAIL 'Aia = _n ROOF FINISH PER ELEVATION 12 ROOF SHEATHING 4 MANUFACTURED ROOF TRUSS „ MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 9 nn 1 Sall = 11_0 I 4"X1" THICK SMOOTH 4" STUCCO BAND 101,ia11 _�� n11 7X1" THICK SMOOTH STUCCO BAND----,, C C 10" 12" X 1 1/4" THICK SMOOTH N 1 STUCCO BAND M 1" 8„ 3 1/2" SMOOTH STUCCO FINISH PERMA WRAP COLUMN OR EQUAL 1" 1" V-0" 4" SMOOTH STUCCO FINISH ,44 k 6" SMOOTH STUCCO OVER CMU CD AV EL �]r 1,47 °O 5/8" SMOOTH STUCCO OVER CMU �h ELEV AT U-0" FIRST FLOOR FF 12 13 WWII W Aia11 = 1 1_n1� 5/8" STUCCO OVER CMU 4" STUCCO BAND GARAGE DOOR 2"X2" THICK PAINTED RAISED TRIM BAND N 6"X1" THICK PAINTED RAISED TRIM BAND 5/8" STUCCO OVER i,4 CMU 1n N ELEV AT 18'-0" 7/8" STUCCO OVER FRAME - CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. ROOFSHINGLE ROOF ELEV AT 0'-0" 1 1 ST FLOOR FF FRONT ELEVATION A 1 /411 = 1 1-011 SHINGLE ROOF _4'OFF RIDGE VENT ��■Ir1�lIIr1Ii.SHINR 51 ..aiuul■IIIII■IIIII■IIIII■IIIIi�._ROOF- z � �JC7 ou)w * 7/8" STUCCO N - �OpV�EpR� : V 10LYJ� rM WEEP SCREED A/C UNIT TYP• AND PAD 5/8"— STUCCO ELEV AT 0'-0" ON CMUIn ,_ 1ST FLOOR FF ELEV AT 0'-0" FIRST FLOOR FF �° 2 REAR ELEVATION A 1 /811= 11-011 4' OFF RIDGE 12 VENT 8 5� N�2�SSRSOOF HINGLE A5 r` ELEV AT 18'-0" _ T.O.P. 211 C.J z F- C.J C.J. ELEV AT 10'-0" J = " 7/8" STUCCO 7 X2" THICK * _ C7 * F� PAINTED RAISED 2ND FLOOR FF 3-0 0 coW OVER TRIM BAND FRAME — — — ELEV AT 8'-8" _ _ ��—�� 12 T.O.M. DRIP "V" SCREED 5/8" WEE 2'-0" STUCCO SCREED ON CMU TYP. C° ELEV AT 0'-0" 1ST FLOOR FF 6"X2" PAINTED RAISED TRIM RIGHT F�_0�FVA�TON ABAND811=1 4' OFF RIDGE 8 VENT A5 5� SHINGLE ROOF 'I111■IIIII■IIIII■IIIII■I111 1 I FLOOR FF ' .anl■nnl■nnl■nnl■nnl■Ilnl■m11■Iu11■nnl■nnl■n1n■nnunnl■nnl■nnl■nnl■mm�ull■nm:-�a�urn■I.:���Inmm11 ELEV AT 18' -0" .IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■1e��11111■IIIII� !111■III �i11I1■IIIII■IIIII■IIIII�IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII�IOII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IIIIi►,•�i�un�ru.-ern CASING ■ - 1 1 • - EAD W/ OVER WEEPS FRAME OVER FLASHING Nil, 1 ■ISCREED -.I .STUCCO a ON ■',cp TYP. ZD LEFT ELEVATION A 1 /811 = 1 1-011 DRIP "V" SCREED, AT BOTTOM OF BAND 5 A5 9'-8" 6-0" 16'-4" a ON cn �r o a W ON 4' OFF RIDGE VEND 0 0 0 0 �SLs OPE pw pW SLR 5:12 -v> vt> 5:12 I WN I OL J CO W N — O L0 W � I p N SLOPE SLOP v 5:12 512 SLOPE 5:12 PROOF PLAN APLAN A 1 /811 = 1 1-011 FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) OCT 2 8 2022 \/RA c. Plans Review completed and ap r for compliance with the 2020 FBC Edition GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PI fCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE B LANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION • LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT N N O N N 1 P�} • �. L0 O 00 0, r . b It. 'K ' Cl ' z O w 0 z Q E W L.'ice-... O C? U �c� U)U co °` avi n - o u o -2-9 Q 4) a i U •^N^`` iD U W C)_N C TW v tr O� E c. 'a W V � LLI vi W 0 �Q w ;. Wgyz� Z �(Q H H Qax -WOW OZLLO0011-0 Q 0 ZLLLL-Z� J�HQQ oW(r9oZoi200M9 o 00 cnWaWmwWW55xW<D WO W0 � Q F__ ZOZQ OQ =0 Q� Q Q�2 LL O LL O O Z N OW F- > (n O �U)cMl` J ULL ti F-- W M QO Z U F- WW_� O CD O o 0 0 0 M N N 0 N N N w C) a) O N c) N O z 0 0 0 o I ' O NnW , V/ > o 0 N 0 C'7 0 -i o L6 I 1 I i zZ W Qz w 000 0) O V U V F- z)z> OF-0 EEL of Ca Q �--I F- It w a _ (9y F-F-W 2 / ( V I� O zoo ■ Q_ M W CWC G O WWw O Z U : a-ZLL �z Z F- pU ow W z Z z W W J N 0 O LAST PLOT DATE O • July 21, 2022 ZO EXTERIOR J ELEVATIONS & ROOF PLAN A P, , A/C DIS( 0 FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-0„ LEC ITER ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED !N NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM OCT 28 ZDZt Virtual Review Assist. Inc. Plans Review completed and approved 4 for compliance with the 2020 FBC 7th Edition by Debra Anne i(lahr P912300 NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ■ Uj 4 1 /2" DOORJAMB DUPLEX OUTLET ih TRIM--- BASE— NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z kS SMOKE DETECTOR 1'-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT 1HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE ® STRUCTURED WIRE OUTLET -69- SWITCH AT 36" � 3 WAY SWITCH AT 36" 44-2 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -{] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE {�- CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE -�- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE �4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 06 50W MR16 4" LOW VOLTAGE OWNER 08 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 SMOKE DETECTOR cU-18= UNDER CABINET 18" CS-182 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 5724:;? 24" VANITY LIGHTING 9;;-m 36 -;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER (D THERMOSTAT iD 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. a)'n E o } 0 0 2) m N t ' P V m co Er- =2 g 2 8 °"0 �� �^N, S U w Q� o W L cO E ri O) 70 a (� W w W� W _j W 2 O �02JQ0QMQ�V00_j0 Q Q F- U 0 ZLLLLOopF- 0WHOZO000zz zQLLLL QQZ) c, v)o V5wwW�oo¢OZJ W55KWQaa. �_;<WO�U) OW o Z§ Q O O Z CN OF_ O F_: co O Q U) M LO � U) LL F- W c`7 Z00 V� W W JQ O N I I I I I I O N N N N N o 0 0 0 0 ti co M M O M N � N ' ' O Z O O — O O i i ' O N LO LoW > o — 0 0 0 0 I I It ' CO Cr U zZ v^ J Q z w O W o zz 0) �--� O U woo U0�5 Lo F_ O 7-)Zj OF-0 Z awa Q r W=Q Ln (9 F-~� (V W zoo ■ ■ W i' n- QF-0 2-2 CIO O zw0 O z v �Zu- a F-z Z X2 OU 0 W z z w W J rl- N 0 LAST PLOT DATE ■ . July 21, 2022 z O 1ST FLOOR ELECTRICAL PLAN -- -L - ---'- 11 L : ---- _. 1 I I.. L I 1 _ I SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /4„ = 1'-0„ ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST X FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FOC 7th Edition by Debra Anrae I(lahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH 19 1 SWITCH ° 4 1 /2" DOORJAMB DUPLEX 19 OUTLET 2%) TRIM — NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz 1 - 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 AT 12" - TOP PLUG IS HOT IHORIZONTAL 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" Cl) 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -O PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" —I] PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: 0D 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USEDIF APPROVED BY 06 50W MR16 4" LOW VOLTAGE OWNER 0 50W PAR20 NFL 4" MINI ROUND RECESS 0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR rU-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 5;:24:;g 24" VANITY LIGHTING 999F 36 :;;R 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT Q 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) 1�<I_ MASTER STATION �G7 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER THERMOSTAT iS 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. LO E 0 ; 0 0 Cy) " 5 N �O� �� ti -000 ; = E .r r O 2 o O °E:g °Q U�� �N .0 } w O� v OCO m I a -a W OF W p LLI uj W O F- F- ~ x J W< z x a z W5-_jaOa�0LL00L_j0 Q Q I- V �. :3 0 ZLLLLoZmopF-aa cyW��ozoWOWomz= 00 Z a u5WWWW,W<0W2 QaaOWa�ZWz��Upa LL OW � P a O gWZ a tL IL O Z W OF_ U :) P�_ O F_� M QU)CMLo U) L.L ti M QUa� Z W W JQ O d' N I I I I 1 1 I I I 1 1 I I I O o 0 0 M w N I� 0 N 0 N M N M N � a 0) CDN N O z O O � CDO O NW LO Lo MT o e- O N O tM O .4 O Ui I I zZ Qz O W z� W O 1--0 O v _O �0Fn '�o O Z)zj goo Z aa un = 0 W r ~ ooitw In F-I.-2 N W 0 Zo= L.L�� OC) z�0 O z U � a-ZLL ■ az Q Fz- .e OU o- MO Z z z � W J C) N 0 O LAST PLOT DATE O • . July 21, 2022 z O 2ND FLOOR ELECTRICAL PLAN I Is _L 1 .11, _1-"--- _ NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WhERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18INCHES (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 YrMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 61TMS 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 "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL+ WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4" MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 /A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 BLCCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "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 STEELERECTOR. 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" awayfrom the building side walls. 9 3. Irrigation/sprinklersysteins including all rises and spray Meads shall not be installed within V-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of sail after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed beore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalIs. 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 1'-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: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 145 MPH + 29.85 PSF / - 32.38 PSF (INTERIOR) U.N.O. TYPE: 5B + 29.85 PSF/ - 39.97 PSF (END) U.N.O. GARAGE DOORS (V =145 MPH) SINGLE 90 + 26.28 PSF / - 31.49 PSF DOUBLE 160 + 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 1y8" 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. OCT 2 8 2022 RA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O N N • In o LO LO 1 � ►L' ' O 104 W o W 0 Z a A' E /1\ > 0 M O i W%` M M to° co j .O t 0 /. Om 0 �} Oro Q cN 7W� O E co V 12 a a W ow0FwW ix,zWW a~ W <Wy- W-OW'LL000_j0 WC7 Q Q a X-1(1)of o Q0 z,l u_-z2oZOU)W92 OW00m �Q U O Z Wwn.w<nwwwu��rr7d� 2 Q�< WQNzWzO��p� U_ Ow F, gW6 OW o -pQz,� a LLa O Fari >E O O Z W LD U ti C M O QW10_jLO 0- U) LL d: QWQU-? of c� M Z V WZ� W O J O M I I I I I I , I O o N 0 N 0 N •- N o00 N N N 0 N N W o W C) O N C) I I I ' z o N n} o > � N M st' rV' LO'fi Z a Z Z W C)Z W 000 ♦--� 0 L 7Z j puJ� Z W_ Q _ F W(L W W H ��'T////'''����� W�W 1..rl tJ � N W O ZOM W~� . . N O ziro z v gZ� W az • U � O Z S NO a Z W W J M LAST PLOT DATE CN Z 0 STRUCTURAL -- DETAILS II 1 _. 1 !1 - I _ _ 1 J 1 1 I U _ _-L_I. [ THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH , - WALL SHEATHING IX 1 t 1I. .I.t r it ( I A I IId iti a y . I 16GAx1-1; LONG 3i411 -1 CROWN) STAPLES(cx 6." C3,G. VEi�tT BETWEEN I k' I 16GAx1-1/,2" LONG (3�/4"-1" STUDS (NOTED THUS:,) - OFFSETI I I I I CROWNS STAPLES (0) 6" STAPLES BE70VEEN STUDS AS SHOWN O.C. VERT INTO STUDS I (NOTED THUS:--) METAL LATH ATTACHMENT DETAIL REV. 09.2 .21 SCALE: 14" = V-C" .'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' **ONLY APPLIES TO LENNAR TPA/JAX'* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. 10'-01, TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O STUB -OUT FOR O 11-0" o o - GAS METER ' t+ U O o ZN = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1T-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING a1 W m c¢7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + 4f + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + (p + + + + + + + + + + + + + + + + 4f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +P++++ 0" (TYP.) 4'-0- + + +4 -0" ++lF+ _±_+ + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + ++ + + + + ++ + + ++ + + + + + co + + + + + + + . + + + + ++ +++++++ + 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE BRIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB + + + 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 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loz Filler 1/8" gap FILL CELL STD. 90* HOOK BOND BEAM w ¢ STD. 90* I CONT. #5 I■� � SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D9blockall PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" gap max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor eph Imn w/ Innric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. 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.* Provide adequate bearing for each lapped joist. Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) rl ," A 1Y" ROUND HOLE MAY J DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6.. 6rr CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 s 9 10 Any 16" joist Span (ft) 8 1'-0" V-1" V-2" V-2" V-3" V-3" V-7" V-11" 2°-4" 2'-9" T-2" 3•-7" 12 1'-0" V-1" V-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 54" 16 1°-0"' 1'-1" V-2" V-2" V-7" T-5" T-2" 3%10"' 4'-9" 5'-7" 6'-4" T-2„ 20 l V-0" I V-1 " V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 15`-1 `i" 6'-11 " 7'-11 " W-11 " 24 1 V-0" I V-1" 1'-2" 1"-3" 2'-5" 1 X-7" 4'-9" 15'-10" 1 7'_2" 8'4" 19'-6" 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,V" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth I End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000s BCI6500s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI60sr 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90SO 11-7 " 3-16d 3-16d 1 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) . NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY IF FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 314" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to.top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. :I /4"-2" gap 1 VBacker 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 o depth If I -JOISTS BUCKETS N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. v LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0-- CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL ° =1 dd 11-I1 I Id —_Z= 11=1 o i . IIII •.� —I I �I�I ��I Ia I d 4. co FINISJI GRADE IT I II I F_� 1 SLEEVE THRU STEMS d ° SEE PLAN FOR---'°. a . • .: •, FOUNDATION INFO " d' STEM FOUNDATION GRADE �-- REINF. SEE PLAN P1/t, tJmAot ,+ rvt. SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE/F PENETRATION PLUMBING LINE y d Q . -d •d ----------------------- d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0' PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Fr d / Iiiiii Ole 1 L A. �I SEE FND. PLN. SIZE & REINF. Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editior by Debra Anne Klahr PX2300 N N Co N N LO � G I � �'.. 45'• �t ¢ 1 0.' a W' Z w s 2 O z V) a) o � o W V >_ 011 U 0 z. Ln V �_ m M W E L co O C: S o O V/ O tL o N Q t U .V) w Q:4 Mo EM W L. a �a Lj W W W J W 2_ O aF- 0_J � Z z°_¢ _JMWLL0o°Jo Of Q V CyW O axLL�¢ZLL�0a Ou)w 0 Z LLoO a>Zi.-zLaw ¢�¢Ow¢65 LL 2320 OW MHO �wz ¢ C) of o 0 oa �¢ �¢LL O O Z N OW U—) ti M O Q U) CM LO U) ti ILL 5 i-z< W U� W0-_M Z00 U WZ� W o O co NT N i 1 r 119 I 1 i 1 1 ) C)O 0 CM CM QC Qti - Q N N M M C) O C, 6) O O .- N C)I ' I I z O IN Lo uJ � q N M I � d' 00 ZZ V, w Oaz W moo -� O _ U U Fn O DZj ow- a- T— Q �"'I I— � � ¢ L = W= in it W (D t-l._� N O �Om W QH� 00 2 0 z0fo Z U �Z� ILL aZ D < Z OU O Z z z J W (N N O LAST PLOT DATE Z 0 STRUCTURAL J DETAILS L _ I 1. 121111 _ _ _ _ 1 ,. -1: _ J_I —. nn .1"I' (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/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "I @ 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.FILLED CEILING & 8" O.C. WALLS SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD 11- MIN. 2500 PSI CONC. SLAB LL' a MIN PSI MAY VARY PER - MUNICIPALITY. " 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE C14 11 11=1 r ° 1. 0 CV) o _ 6 MIL VAPOR 00 BARRIER 11111 , D 4 1 II I I COMP. SOIL. III 111= N (COMPACTED TO 95% III I III—I11=11 I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" VI (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS 'T RECESS 'T z OF SEE A/S3 OR J/S6 `—I!'11 I II i t FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / VI (1 STORY w/ DEPRESSED SLAB OPT.) V 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.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'1 (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. a 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH `'O I II i III TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N T co ELEV.O'-0" A.F.F. II a a. e. 0 ..° . A a' Q ELEV. -0'-3 1/2' A.F.F. 0 4 4 ' a 2x4 CON4. T. 'a . < ... - U_ _ - ­4 O C) A" o A a GARAGE DEPTH VARIES4. a a.. 4 GARAGE SLAB AT STEP B SCALE: 3/4"=VI S3 5/8"OR 1/2" HIGH STRENGTH ­` '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH 3 1/2" MIN. z , pI � 1/2"(min.)-4" 00 I -111� 11= 31/2"(min.) I- ' II —II Ir (2) #5 CONT.l I 4" 1` ,111 OII U.N.O. -�F MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" nn I y� 5/8"OR 1/2" HIGH STRENGTH ----- TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"1 PLATE WASHER (TYP.) NOT EXCEEDING 10'1 (R302.1 1) (ALT: 1/2"12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. ° d 1/2"14" 00 I L 317(min.) - 4" =1 1=1 I I I I I I=� I r I' I I I-1 11=1 I— U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE: 311 S3 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING _�\SID NAILED W/ 8d COMMON NAILS @ 4" O/C ens 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' 0/C JM INSULATION PER FBC AND ENERGY �o 30 8" C.M.U. FORM SUBMITTED WITH PERMIT 0 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "I BOLTS BOLT 5/810 x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD SPACED EVENLY TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24MIN. LAP] SPACED S2X PT PLATE #5 REINFORCING FIBERMESH 2x P.T. PLATE WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR ° GRADE > ° GRADE 40 MIN. Fy= 40ksi N z #3 & #4 LAP SPLICE ° fl [GRADE 60 MIN. Fy= 60ksi] Z M A o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 11=1 I I- I I. e A D. °p 6 MIL VAPOR BARRIER I I I P o ° 11=1 I I I I� I— OD"AN AAA AM #5 REINFORCING BAR R 1 7/8 _ N z ° I I I 11=1 11=1 I IEJ I r z , I o. r #5 LAP SPLICE � ;I g II�I�II�II—II�II N _II 1> _ _ _ _ I ° I I� I F-111=III=� 1 36" MIN. LAP [36" MIN. LAP] COMP. SOIL. (COMPACTED TO _XAZXXAZXXZ 95% MODIFIED PROCTOR ASTM I �= 11=1 I I� I FEI I I I� 11=1 I 1=1 I I 10" D1557) 'I 11 1111�1�11V1 I I P 1 I 1 I� 11=' 1 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"1 S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 11 4 ° ' "v GRADE W — _ — (1) #5 REBAR w/ OPT. ' �I 11=1 I Ittl I I I— 11=111= 1 SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E M SEE A1S3 OR J/S6— -'1J1 j ��! 111 I II I I! r FOR REINF. INFO. 3" MIN. CLEARANCE 1'1 (1 STORY) VI (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4' 1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2-e HOLD GYP. BD. 1/2" FROM SLAB 014. CONT. BEAD SEALANT INTERIOR 2x STUDS @ 24" O.C. U.N.O. A. - a. GARAGE ;ONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. :MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN MIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSIGN 120#) CONCRETE SLAB 6x6W1.4xW1.4 WWF OR FIBERMESH co _E _ A ' t N 1=1 11= I I — ± M 6 MIL VAPOR = f� 1=1 I L BARRIER — I I —I 11=111I I I 11F, IIII �III�III- 111 I 41411 I I INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE W C U J gI 11=1 III I I 6 p. n ° I =1 I II I ' ' REBAR DETAILS F 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. x x CONNECTION I� SEE PLAN FOR TOP OF BEAM &LAYOUT DESK SEE ROOF PLAN (2) HTS20 FOR STRUCTURE BEAM SIZE & CONNECTION IN 2x4 P.T. PLATE o.s.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE x Q W SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE Ei CONNECTION INFO. �w SECURE 2 x 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 0'1 FIN. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS Virtu, Plans Revie for compliance by Deb 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 _ WWF OR FIBERMESH I — E (2) #5 CONT. =1 1 I 1 �I I, I I ON 3" CHAIRS (TYP.) 8" 11�11 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"1 S3 0 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH A IIIII N '-T_ a' e a ° II r r' -11111=III=� I I "' NI E M - I • a • IF F 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 c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. ' M ao GRA — — ° ° d a. . z= III=1 . =1 I I Lu O w n= I I �I I I a� 00 =ILI=1 U_ — a.. 'd d — _ M Q ' CD I m =I I I I I I I I I I_�11 - OOTINGLU I f=1 I �I�I I I —III—I U III�1111 I I , .. 11=1 I �' BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 28 it Review Assist. Inc. w completed and approved With the 2020 FBC 7th Editi n ra Anne Klahr PX2300 N N O N ,rY � �t4;4• - D" ��"`45. In :J. 00 LO �r `Is O r.. 0 z Q n, > o o W L c 40 C! u M N ti N V� 3 d M !� E o W O v o DU-o m Q s �d� �N V w Q� W L. p E V, W P W J w W M� O Q Of �wQ1 Z w z0 Q U V 0IL002- 0JZ,1Lf 022tiRoo0Q<0,oHQ Cy ZF- aLD W (��Q0 W =O IL J�WQ.UjOw Z aHW F- < z ��� MW620 pIL q 0E o 5 oaz�a Q 0 < ,L LL. O O Z 04 OW > (n O M O rn CIO III J U') t)Iti QUa� Z Z W O d' I I I O O O O � 0 N 0 N 0 N 0 N N ao O rn O O - N O I 1 ' z 0 NA Uj 0 0 0 o I I I L 00 Z~ c0- Qz w O � W U moo M O UVFn L� � =)zj two z aZEa T� F_ W�Q W W r. F- (' mH2 N lY O zo= ■ ■ W M co �F-Z) wO 0 Q Z �Zx az ■ F- 0 Q _j p MMO W � z z z z w W M 0 > C:) LAST PLOT DATE 0 z 0 STRUCTURAL DETAILS - MONO , (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION I FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID NII 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 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT'� SCALE: N.T.S. S4 12 \`Np) SEE ELEV. I I� SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED— SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW s 112" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAIL BLOCKING (TYP.) V-ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) --,,, FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / ■_ �_ ��!i � ®I®_ I - WAN _ ro •• .� • • � � ' ' •' • 11 ■■Ill MINE Milli IIIIm ■EIII Iii■■ �IIII IIII� ■■Ill lii■■ NEIIII Il�I� ■■I�� III■■ �IIII IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" 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"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d 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. 7 5/8" 8" 7 518" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR 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 vvvI v-wn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION FFO�N�' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 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 s 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 Q SCALE: N.T.S. IN,, 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 \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" —BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAID! SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48. SPLICE STAGGERED k ATTACH ALL J EXTERIOR STUDS WI 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS J SIMPSON C . C P.T. ATE SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON- SP4 10� ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 ° d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 I ICI r LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U r 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE 50x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 d ° /d ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING (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 C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED El STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD L: S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOTS @ 24" O.C. • SIMPSON SP1 w/ 00)10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. C OCT' 2' zon Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klabr PX2300 N N O s` ► .—- Lo �0.0 LO ..f r V a! U.. z 1 old: y W `fib,. � ` �! ��'� Y 0 ❑ �e�� - a�., •1 w W z Q nN N `O E o _W L '0 ? M N •1 i 5 M co N Q �_ aD m co AV W .- L Q 2 0 2 0 0 �o N Q t Ups Z •N w Qv a)L o EM �aI,C3F0, -0 �F—a V Ld W W J W O � � Z � 0QQO20J OpfnLLUJO HLL ¢ Q F-J (n uJ Of iRoF- 6,09oZoomZzHnwW— VJ Q w w cn it D WCZa�pWU5zW _jaQZ23 Qz ¢UOW QZQ OW oQLL9 Q O sE O O zW O� I) ::) P. C:) z 0 co O Q Wf CIO� T41 ILL. Ll) _M Qua00 zv� WZ� W C:)J O It co I I I I I ; I C)o 0 0 0 N N N N N M M COO O) O N I I I 1 z O CVW 'r ' > C)O N C)O11 M i i i t �^ >_ ZZ v, Q Z w C)z CD +-• 0) O W C)UV5) 000 _ 0 ❑z5_ of_❑ Z airy LU = m=W O N ZOO . . W�� W N Q 0 Z� zrto w aZw • � Z �� U pow co z Z z W W J `- M 0 0 LAST PLOT DATE z 0 J STRUCTURAL DETAILS SIMPSON HGAM10KTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) — MAX g„ SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS rIF >9" SEE 1O/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45°± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 2x4 CRO. BRACE SCHEDULE FOR 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)lOd TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1Od TOE NAILS @ EA. •• BLOCKING • 7/16" OSB SHEATHING END'Uz ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL @ 48" O.C. 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" O/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" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4 2 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 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 -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ f r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ -WOODTRUSSES _ _ 1/ " (2) 16d NAILS CO co co 2"x4" CROSS BRACE -2x4 RAT RUN BRACING " APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT 1A EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4D� NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT 2X4 PANEL BLOCKING (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 @ 48" 0/C FOR THE 2 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207", L = 41/2") OR EQUAL 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 5112" 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD /�JACK TRUSS / SEE PLAN FOR 2X4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH 1Odx3 @ 4" O/C 2X4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE CTTACHMENT ? 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 ri0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO —� TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w! (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • c z w \-BRACING w/ (3) 1 Od x 3" AT = EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE N. 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" O.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE 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. aq II I�I�I e IIIII � -- I III■ � �I ��■ ae NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION OCT 2 8 zozz Virtual Review Assist, ldc. Plans Review completed and apprt i9r compliance with the 2020 FBC 7th Illy Oetira Anne Klahr PX2300 /-2X4 LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION DS @ 16" O.C. N N O J 04 N r- ,�;" Lo 0 co Lo F. \ 4t w 0 - W 0 z Q /N > OLO �' 0 _W L C -O 11 U (N M _V 70 M mM — Y•coo o 2-9 2S o 0 � �* •N .0 a� w Qv W L o EM P a pwo►- zW mvW� x w S Z�- C"VCC Oxmu 0000 Q jpJz�ozmoO CiWxWOaLLpZOOmgZ Q Q (1)WmwwW7)oW¢OZ gaWaUjzO�aWZQ U- ow g Oft Z) oyzg< U- Q O 9 a lL i O 04 Z LLJ 0� (n O Es 0 U) cCM Q Lo ( ti Lo of M Z00 U� WZ� Wo �o mi co I I I I I I I I I I I I Q 000N 0 0 0 0 N � "\- M M MM O O O T NQCN O I 1 1 1 ' 1 1 z O NW o 0 0 o I I I Lo' o > N M M Z Z w U) Z Q W O zco �--+ -i--+ L1J V W O O O UV� 0 0z5; O�0 Z aIxa = m=w Ln (� ►-�� N O zoo LLI < H O . . N Q 0 zwo z V w az �z � Q � OV a MMO W Z z z z w Uj J o M 0 LAST PLOT DATE O 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 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS �7 O.C. MAX. SHINGLE ROOF INSULATIO SHINGLE ROOF 1 r/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA WALL 0 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT Cn FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE O 0 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 J D w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM METAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" J GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL �q�FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co U_ v 4"x4" INSPECTION PORT AT cr a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a CO AT GARAGE CONTRACTOR BASEBOARD TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE c FINISH GRADE 00 M I ICI —II '` 6x6W1.4xW1.4 _II II II d a II�I�II z T WWF OR FIBERMESH I F- —I Ii=I I I I ° _9 I I' \—STD. 90' HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2—STORY WALL SECTION ri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- *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 @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odxl 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSS rTACHED WALL SHEATHING DNTINUOUS TO BOTTOM RIBBON / 8d @ 4" O.C., 2 ROWS STAGGERED :4 RIBBONS, EACH W/ 4-16d NILS INTO EA. FLOOR TRUSS EEP SCREED STALLED PER. MANUF. MPSON HETA20 w/ (8) 1Odx1 1/2" 41LS AT EA. TRUSS w/ MIN. 4" OBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1!4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. TR B.U.C. (8)10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS O SCALE:1 1/2"=V-0" 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" FITS FOR WALL HGT. > 8'-6- EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH L. .1 I <. d,. I I II �i�il III I� 8 I III - I I F, I �I I l i� I I�� I� C AI W/ 3" ON . 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" SG ADDITIONAL SLAB INFORMATION. rn� 15132' OSB EXPOSUREI SHEATHING rkx x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF NOT FULL HEIGHT SHEET C In z G FLOOR SYST M (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE 15/32" OSB EXPOSUREI F F SHEATHING w SOLID 2x C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE OPENING SECTION X-X dU C x crw x E F 2x STUDS w BEYOND. � SEE PLAN 0 O �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/g^ "S" = NAIL 3/8" SPACING S 3/4 in" S U2" g vz^ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w17/16" 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 SECTION ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMX" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END III JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -, PENETRATE SURFACE MORE THAN)J'. CO CO OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL U_ _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL 0 J W M J LL E 0 x O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _ > Q 8 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTr. it l- 0 CO Z 1- w ca LL x @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL - w w 0 0 MEMBER IF GABLE END Ir c � LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SFF , 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"xl0" OR GREATER HEADER 16" O.C. W! (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 10d NAILS @ 8 O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE T!! 2x STUDS TYP. P.T. BOT. PLATE AxrFRi FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED' CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH C .•e. .d °.. w E d °: .11 I_I I I —I I I —I -1 I II I II I II I II I ° II I a . (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) 1 (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO •2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS OCT 2 8 2022 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. Virtual Review Assist. In Plans Review completed and approved FINISH GRADE 00 for compliance with the 2020 FBC 7th Edition by Debra ,Anne Klahr PX2300 00 = r -III=I' o Z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. u N N O N CV LID 00 LO cs173 77LU z n 1 1p- {t _ -r :a O 111S , '` .. LU Z Q E = 0 Q) ; U mr In . ♦%�� W = co U O U � � �(N LU Q!;� E" rn L. o a '0 J _ww w20 I- Lj w Q� � z D_ zU �_ V)OU_OiJO�xU)wUJ Q Q V >O0Qzu U._0ZM0F- 11z CJWWWOzOW000MzU)OZ( w LU F it Q _J�WzO�0pa j<U I­- ILL. Ow �H� mwp Q OW s o oQZ9Q maw O O CN Z W O1 > (n O cM cl` LO 2U)Lti �LO Z U W W O J O (O co L IL I L L I I O o 0 0 0 0 o a N N N N N aD C) O C)r O N o I I z O N'^ LO It > 0 N 0 M o .4 I L I co♦ /'� Z z ♦/J Qz O zw � W v 0OO UVFn p 0 z)Z> 0�0 Q= Z n��a w=Q N 0 zo= ■ W Q�� N 0 ZWO z U D_Z� U_d Z OV a MMO W � z Q z Z w W -IM o 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS - MONO DOOR JAMB'(REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16"0 1 x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" X8 NX8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3116" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 YWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. "EDGET. (2) ROWS 3/16' x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. Fhl/2"DI FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOjv\\,--2x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 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. WI (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/(4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW r THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B 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. RAID. PROPER INSTALLATION MAX. $ #5 REBj (TYP) FILL SOLID BOTH CELLS STD. 90' HOOK (1 I L E//M� L Ll---NOTCH WEB AT +5A "-- FIRST 2 COURSI "" '— ;APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH - IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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 BY--/ 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 4Yi' 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'_01 F.F. P D D I I-1 I I I —1I�I1. GRADE Cn D z CV •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 �R YP.) THE :S I IAIA('r`CDTADI C IAICYAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS gym= SEE: ARCH PLAN AND PRE-ENG TRUSS DESK3N SEE NOTF 1 HFI..O'A' =' lac SUB FASCIA z , • r ,ALUM DRIP EDGE ERG +1ALL TYPE -j—�- j r- ALUM FASCIA PF PI._AN I I 'y'y 1-314" TRIM PAINTED ?L, F ; NAIL W 5116" HEAD F ;HANNFl-, - - JIA r" 0-;_ FASTENED PER I _ NOTE 2 BELOV J � �L CONT VENTED OR SOLID SOFFIT CC'dT 2x4 NAILED TO 2x BLOCKING NAII ED To Top BLOCKING ar 2 2d NAILS " }-0ORD EVERY OTHER TRUSS w13-12d NAILS- TYP I G.C)BUlDER TO =ERIFY�PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED I ON 1 HE DESIGN PRESSURES SPEC FIEtL) FOR C011APONIENTS AND C;LADD41NG LISTED IN THE DESIGN CRITERIA ON SHEET SN. FOR SOFFIT ATTACHMENT AT VVAi.I_ (PEH iM_PH,A ALUM IN(_ FL# 16544 R5 FL PRODUCT APPRO,,,'ALl F CI IA:NNEL FA;<TEN 70- 1 C UI wT NAIL .OS7' DIA_ , 24- O.C. wi fWBO° MIN. EMBEDMENT ViC?C-)D w/ r 3 I 16 GA `4'x 1 d4" CROWN STAPLES 'a_ 24" MAX. CI.C. IN DIAMOND_ PATTERN SUB FASCIA wi 16 GA. 3 4"x114" GRCTNN STAPLE,,EACH ( R00VE tESTRUCTURAL SOFFIT " SCALE 3 e - -rj" I-) FOR ALUMINUM SOFFITS WITH SPANS RE'<. 09 23 2 ',21 -4 1'"', INSTALL rv1ID SPAN BLOCKING PER THE SOFFn- FL PA INSTALLATION CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 7-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. A, (2) 10d NAILS @ 8" O.C. °V�RygN TO TRUSS TOP CHORD lF + + yOTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP e a + EACH TRUSS CONNECTOR SEE LINTEL SCHED. SO PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2 NAILS TO STUDS & 1 - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP .RrAI F 3/4 Q= QW=T Ill Ahlll a. z 0 U- 0 w Q U U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,---2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1l2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. .:. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-0" 6-0" NISH F ° ' D #5 BAR " D p' D ° CENTERED W/ IN TOP o KNOCKOUT/ N CHAIR BLOCK II II —I ° MONO FOOTING _ p SIZE AND REINF. PER PLAN 71 AND SECTION DETAILS -I I ° CLEAN FILL DIRT Z °. ffTANDARD o #5 BAR IN 0 HOK N - FILLEDCELL e. a • O e.. a . ♦ O e. n . ♦ O �. n • 0 ". � • 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 SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. OCT 2 8 2022 Virtual Review Assist. Inc. Plans Review completed and appT fet compliance with the 2020 FBC 7th Edition by 9eb4a Anne Klahr PX2300 N N O N N ti y LO ya i co LO 0, ...�; .a it , z 01 '. C = 0 e• � 0 z a E C) o to 0D °` V = M �rnrn _D W w L M � `2 O V/ ~ O N Q s u "N 6'1 � * u W Q;� w W L o EM rn a 0 W 0LLI vi W OF- F- Q _j it z lr z Q H U Q�X JZ��WW,LUO��O OFo i Da¢r� �v{ O Z )w W2zownfO YWLLaO[LzeZp IQ¢ aF_Wz a IL J LL OLLJ �WzU Qga OW D Z) D¢ILQ O IL O Z W L) I-_ U m I` O I.-:M O QCf)Mt� 2 In ti F-ofa- c'M �CL2T- Z U W� W J 00 M E I I I I I I I I O o 0 0 0 0 0 0 N N N N N CEO C) O> 0 C)N o ' I ' z 0 N w O O O O L '^ L/ W q N 'i 4 1 1 i zZ (0- � Qz C)zw O W V �00 UVV5 0 �z> o�Q'� Z aXa Q �mQF- w�2�L fV fr O ZOM W a"~� • • 04 Q 0 z0fo U w a- Mz L) � 010 a" z z z z w W J o MCN 0 LAST PLOT DATE O . . z 0 STRUCTURAL J DETAILS - RETRO FIT SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 61, 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" MALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS FI EW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = 1'-0" �4" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 0 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK -2x8 SYP GLUED P BLOCKING AND NAILED TO RAP FRAMING dFOR ON MTS12 w/ d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 72x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS K:: / STRINGER CONTACT GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H 61, ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" =1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell E SECTION VIEW SCALE: ' = V-0" 3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT STOP SCALE: 1" = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 21" 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 2x4 BLOCKING FOR 2x12 / �J -2x4 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 4" TAPCONS @ MAX. 32" O.C. G.1 TOP OF STRINGER TREAD - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP �N [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 SYP BEAM BEARING 2x8 IN WALL SYP GLUE AND NAILED TO FRAMI 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER�,,,,. FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4" X 2 4" TAPCONS @ MAX. 32" O.C. -1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACTOR (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST "X16" LVL FROM JOIST TO JOIST. USE OR 1 4 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" G.1 LFLOOR G.T. OR 16" LVL 2X4 CUT ON BEVEL GLUED AND NAILED T LVL SECTION VIEW SCALE: #" = 1'-0" BLOCKING SCALE: DRYWALL JOINT (DRYWALL TO COVER JOISTS) F.F. 2X4 STUD NAILED AND GLUED TO TOP PLATE 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED 2X SIMPSON MI (14) 10d x 1 1 H NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING •2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = 1'-0" OCT28M Virtual Review Assist, Inc. f Plans Review completed and appro d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O LO 00 <� to AL; o000 t : I kn ih J ®' o z 0 w 0 z Q {iw�J• E 1�1'' W '0 M O M0 diN M -6 6 M N V -07co J! M � O 2S U- o •� O S Q s U6 * �(N V w Q:;� W >V 0 s✓ �? a 0 o LLJ W �LLI (j W OH wm f-Q � � ~z� z C7 W a a x5j-_a0a�C) 00�0 =OOJZLLLLIX OZ2�oHQQ z � 0tnW�OZOR00mZ fAWdW!2zW Wlnqf(r¢= lL U 0 zi U) O Z aF- E0-Z�wo�U�a LL 00W 0 D 0 z9Q 0 LLQ f-aU- ai 0 Z N O� D z cco0 Q U) cM � co 14" U- Cn ti F- IY 11 co QUQ00 Z WZ� w0 J 0 mi CD M I I I 1 I I I I ' I I O o 0 0 0 M M 0�0 o (DO o- N 0 1 1 I ' Z 0 N ' n W � 0 � Co N M o 4 i I i ' CO 0 } ZZ U) QZ w O w coo_ 0 V w"(, U LO 11, O D Z j Orom Z ai r_ Q T4 F- �-Q ^ T W=F t W y 1 (J mF~-� N O EM . . w � Q�M N O zoo Q z r, V :5WIY w Z Z �Z> U J pow m z ST z z W W J M 0 0 LAST PLOT DATE C\1 z 0 j TA STAIR DETAILS -_ - -- - ! 11. _l_xL I - - - ' - - - - " I % ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6.1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PACE 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 MOMENTAND 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 BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE BF32-1 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 SAFE LATERAL LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS CAi-4~7r SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8F12-0B BF16-OB 8F20.OB 8F24.OB BF28-OB 8F32.OB 81`84 8F12-1B 8F16.1B 8F20-1B 8F24-1B 81`28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1233 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 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 NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 114.4 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-OB 8RF18-OB 8RF22-0B BRF26-OB 8RF30-OB 8RF6.1B 8RF10-IB 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 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 806D 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10) 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 1 5048 7915 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 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 C^mr-4Rrn SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR R" PRFCART w/ 9" RFCFSS DOOR 11-1 INTELS SAFE LOAD i'LF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 1 693 1249 5-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4C^Wr_4 M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12.1T 81`16-1T SF20.1T 81`24-1T 8F28-1T 8F32-1T 8F8.2T 8F12-2T 8F16-2T 8F20-2T BF24-2T 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 1 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 11 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 1 2842 10'-6" (126") PRECAST 530 552 91415 11 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 1 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 g 441 723 14 936 14 1151 15 1366 15 1582 15 470 1 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 1 390 655 968 1324 8 16 11 187 11 16-4" (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 g 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 3D611 39311 48011 56711 65411 142 230 369 531 713 1 903 13 104613 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 4AST-4am SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-IT 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-IT 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4 (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 1 3374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1 1097 1651 1 2204 2758 1 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015395 b 589 1135 1514 1893 2272 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e r a n a e� �- `o o `o 0 4 D D 0 0 o Q o o 9 0 o b o 8F16-1 B/0T 8F16-1 B/1T 8RF14-1 B/0T 8178-1 B Q 0 e 4 °p O o D > °D o 0 8F12-0B/1 T D 0 0 o L 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) 5 CONT HOR BAR IN EACH - ALL ROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR 4 C.M.U. c D to X =cnOm� ° N IL w U U w vi a #5 REBAR AT Dili a BOTTOM MIN. (1) �Qoa-of REQ'D QU-CJJ_J z - W a w]****�16 GAUGE u) PL° All POWERS STEEL r` BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR F zi C.M.U. Q GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF 95 NOMINAL HEIGHT REBAR AT TOP CD O Ow z= m 0 0 1ST FLOOR LINTEL PLAN (ELEVATION A' OUT ? A 7022VR/\ Virtual Review Assist, Inc. Plans Review completed and approve co to U. for compliance with the 2020 FBC 7th Ed by Debra Anne Klahr PX2300 to rLL CN x L00 q co < 0Lo Cr )6 N O N r N h Y � • ' if ., , `�� O t7 Z Q nN� � N LO ; E Cl in V 7 iD a0 u °' M C: 'ram O L o O �o � Q � �N Q) w i o E C"o rn � a a W W � W � W O ~ ►-a it� x�~zx � � 2 < O W LL U O � O a Q � U � j � � j0p¢¢ Z� LL OZ 20 � O(��aOZpR00mZZ J I-Q Q U lnWdWCnW W W ', 11 I , _ T _ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITYUPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (I1#5L(1)#SU (0)#5L(1)#5U (I)#5L(2)#5U DETAIL'A' JETAIL'B' DETAIL'C' (1)#5L(1)#51.1 DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 1 9462 9462 10000 10000 3-6" 2'-7 PRECAST (2) D4.5 WIRE 2 No. 3 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 3722 3722 3598 3598 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 M1453 2654 2654 2574 2574 54' 4-U' PRECAST (2) D4.5 WIRE 2 No.3 2013 2013 2000 2000 5'-10" 4-6" PRECAST (2) D4.5 WIRE 2 No. 3 1636 1636 1712 1712 6'-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 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 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'4' PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4" 101-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 17-0" 101-T PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 17-9' PRECAST (2) No. 3 2 No. 5 287 525 1 525 337 525 14'4" 12'-8" PRECAST (2) No.3 2 No. 5 270 449 449 286 451 (2) 7/16 strand + 14' 8" 13'-4" PRESTRESSED 2 () No. 3 N.R. 522 522 360 499 2 No.4 (2) 7116 strand + 164'4" 14' (Y' PRESTRESSED 2 () No. 3 N.R. 473 473 328 455 2 No. 4 (2) 7/16strand + 174' 16'-0" PRESTRESSED (2) No.3 N.R. 357 357 254 352 2 No.4 (2) 7116 strand + 19'-4" 18' (Y' PRESTRESSED 2 () No. 3 N.R. 277 277 202 281 2 No.5 (2) 7116 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 256 256 188 262 2 No. S N.R. 21'-4" 20'-(Y' PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 N R 22'-0" 20'-W PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED -Lf 0"d-', : a . DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - "IN LINTEU QUANTITY OF #5 BARAT S - SOLID LINTEL LOWER LMTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTH] `QUANTBY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(I)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' (1)#5L (1)#5U DETAIL'H' &'J' DETAIL'K' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-C 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 741 PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-C 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'$" 3-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 5-4" NZ, 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" 1 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7-9- 6-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-W 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" 81-0" 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' 1U-9- PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 PRECAST2 2 No. No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 17-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0 PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1291 1291 775 1270 No. 174" 161-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'-4" 18'-0 PRESTRESSED 2 O No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED 2 () No. 3 (2) 7116 strand + 961 961 446 872 2 No.5 21'4" 20'-0 PRESTRESSED (2) No. 3 (2) 7116 strand +2 834 834 390 763 No. 22'-0" 20' 8" PRESTRESSED 2 () No. 3 (2) 7116 strand + 720 720 366 716 2 No. 5 (2) 7/16 strand + 24'-0" 22'-9" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 I i, PAV'z---' DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEU QUANT rY OF #S BARAT S-SOUDLINTEL -1 rLOWER LINTEL CAVITY xl 6-P-1 L/ 1 U NOMINAL WIDTH L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER UNTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x121L RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L SOLID #5 (2) U (1) L DETAI L'DE' DETAIL'DF' DETAIL'DE &'DF' DETAIL'DG' 3'-6" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 74' PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 N-7 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 N-V 3-al 7-9' PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'4" 3'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-9, 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7-8" 61-4. 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 9-9, PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P-PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLIDUWEL -1 I 1OWERUNTELCAV- [8x1I6-P-1 L/1IU] NOMINALWIDTJ J `QUANTITY OF#5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U(1)#5L(2)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-)0" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No.3 9383 1 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 514" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 64" 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" 7-9' PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'4" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'- ' 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'4' 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 14'-8" 134" PRESTRESSED (2) No.3 (2) 7116 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand +2 1095 1095 551 887 No. 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 2 No. 19'-4" 181-0 PRESTRESSED (2) No. 3 (2) 7/16 strand +2 655 655 340 645 No 5 20'-0 18' 8" PRESTRESSED (2) No. 3 (2) 7116 strand +2 607 607 317 601 No. 5 21'-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No. (2) 7116 strand +(2) 24'-0 22' 8" PRESTRESSED (2) No. 3 No. 5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEU QUANTITY OF #5 BAR AT S-SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-P-11L/1 U] NOMINAL WIDTHrI] L QUANTBY OF #S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAILV DETAIL'M' (I)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 1 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 1 5482 6814 7-6" 6-7' PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 31" 3683 9'-4" 81-9, 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 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14' 8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 1164" 14'-0" PRESTRESSED 121 No.3 (2)7116strand +2 1774 1774 996 1494 No. 17'-4" 16'-0 PRESTRESSED (2) No.3 (2) 7/16 strand +2 1368 1368 771 1264 No. 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED 2 () No.3 (2) 7/16strand + 1008 1008 573 1048 2 No.5 2I'-4" 20' 0 PRESTRESSED 2 No. 3 () (2) 7/16 strand + 877 877 501 966 2 No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 850 850 471 923 2 No. (2) 7/16 strand + 24'-0" 22' 8" PRESTRESSED (2) No. 3 (2) IN 5 740 740 393 772 . atrl .• pt.1 •�vy '•1<I� io.- '•1��. DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLID LINTEL 1 LOWER LINTEL CAVITY [8x16-P-1 L/1IUj NOMINAL WIDTH ] `OUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'4'cc a` Q (TIED OR WELDED) r- n BOTTOM BARS SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2„ 2" zo M c's a0 U1 M n iv rh 11/" 111 7 5/8" N■ TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-9" 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" 34' PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-19" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5'-7' 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" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-9" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.S 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'-W 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 (2) 7116 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 2413 2413 1338 1974 2 No. 15'-4" 14'-0 PRESTRESSED 2 O No. 3 (2) 7/16 strand +" 2199 2199 1219 1846 2 N° 4 17'-4" 16'-0" PRESTRESSED 2 N3 ()o. (2) 7116 strand + 1698 1698 944 1546 2 No 4 19'4" 18'-0" PRESTRESSED (2)No.3 (2)7/16st:and+ 1348 1348 753 1330 2 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.5 (2) 7116 strand +(2) 22' 8" PRESTRESSED (2) No. 3 No. 5 898 898 481 947 r�rt'v1 rX1 apt*1 'i'L•: 'Z'L; 't'L; :•pt�! aptrt o�*� •t'L•; •i iw '.i" DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR UNTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOUD #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 24' 7-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-&" 74" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-8" 3'4' 3-9' PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-9' 64' 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'4' 6-9' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P - PLAIN LINTEU rQUANTITY Of #5 BAR AT S-SOUD UNTEL -1 I LOW ER UNTEL CAVITY [8x16-P-1 L/1 Uj NOMINAL WIDTJ LQUAHTITYOF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P- PLAIN LINTEU QUANTTY OF #5 BARAT S-SOLID LINTEL r LOWER LINTEL CAVITY 8x16-P-1L lU I ] NOMINAL WIDTH+ `QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20t' 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 ##S1)U10)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 74' PRECAST (2) D4,5 WIRE (2) No. 3 6054 1OD00 8442 10000 4'-7' 7-10" 7-6" PRECAST (2) 04.5 WIRE (2) No.3 5413 10000 7552 10000 44" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'4" 3-0" PRECAST (2) 04.5 WIRE (21 No. 3 4017 10000 5613 10000 5'-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 6'-4" 64' PRECAST (2) D4.5 WIRE (2) No. 4 33M 3338 1640 3122 9'-&" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 a " a pray a�lfY,# DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION �1etr 0 UNIT '2551' - 1ST FLOOR PLAN 1 /811 = 1'-091 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8'I RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN 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'DA' DETAIL'DB' DETAIL'DC' DETA#'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'Z' 7-8" 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 4'4' 3-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-9' 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-g- 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 : . �•. •4•. Rom• DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8LLx24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTEL TYPE LINTEL STEEL TOP WIRE/ BAR UNTELSTEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)U(0)LL SOLID *5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'1' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 10000 10000 4'-0" 2'-8" 2'-V PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-7' 7-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6796 10000 9505 10000 4'-4" 3'-0" 7-9' PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-V 3-9' 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" 51" 5'4" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7'-8" A8'-4" 6-9* PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 ` pi 1 '•pt 1 .•tits DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION re�a [8x16-P-IL/Ij ] jL%?z!■ew TYPE DESIGNATION P - PLAIN LINTEU QUANTRYOF#5BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8x1 I6-P-1 L/1IUj NOMINAL WIDTH H `QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY OCT 2 8 2022 VV0 Virtual Review Assist, Inc. 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 81x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6" Precast 403 1134 7'Ar Precast 392 1100 81-91 1 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" 1 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 N ti • o r ®, O W Z Q ^N^` > 0 to-- 0 W L 'L. 10 f? U `l iM N V) 7 GO 1 M W O U S o O g N Q Z cap } •N w Qd i E 9) c-i 7� 0 V .- a C� W W( W O L [/j w O l- WF' W _; W�~z� WD-�W03:W ILU0L�0 Q Q V jOOJQZLLLL -zW owm JOF-< acnHISzOa�00mzz U 00 O Z WW(LW WWWF55WW<'0 wLL Oa�QOQFnzZQ q Upw LL Ow OW O O O Q LL a O � < LL it 0 Z CN 0 D) 5 ti 0 cM --O Q W M L0 G 65 z Ln I-�IIZM 00 < F- Z U WZ W J N I I I � i I i i I O N N N N N C) Q 00 O O C) \ C) M � O M N N o�! Q 9 z 0 0 - ' O NW L00 > o - N 0 M 0 4 ' d' i00 ZI- <Z w O W p00 4 -+ O V IUJI (.)()55 LO F- 0 Dzj ow- o~p Z a of d �■ rl = � WF H W O-nN Z O O Q�j O O < U :5ww LL V Z aZ �Z � pU _o W z Q z W W J NC) LAST PLOT DATE z ■ ■ O STRUCTRUAL DETAIL A HURR/CANE0 Mounting Brackets M IGandir)eh 4-1,Tx4-1 2'x 2-12' Back Cross Support {May led rti; to :Alit 7f;e A(1CtX-f Sr might Bracket t ; b Gauge) 112'Dix A32 Clog.. ITYP-) 0 14 StAff-frilling 5ircw5 AIC Unit Bettom Ed9t: • Hurricane strap (Tyflit.4F 3 in fnnt) 1rfl�dthPfi Front Cross Support Sdf Ullckirtq Nuts (Mdy be cut to W) Left Bracket (16 Gati t 1 14 Self- (rlilny Soren Thru tailke Back Cross Support Intca AIC Uni Botti,.)m We (Typic.4: 3 riacll :SidC? for hurricar iis1^'3 ,es[u nrl,..l '„ riir.A. it H_r1-.- Au Br-, Rawared, sealr'• Ra" 2,,"Al a upon s'esquat IA diem Mel he -W erpill1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paap 1 all 12r1e,2021 F GM Emily or 2111111 211 Dal PNNIM 291 ]yg Vissigp CQNAct fo anar t utmse wAgam By y gfilkiliiiii PIK ApprovM tosad All -alien 2020 Smart Venl Products Ir_ Mlched Gnhom Ht ales F. Norero P E. Lake Bowden P E 12fl6J2020 12`16?020 t 7Per20b7 AMOved ceralsory: sma"al Cempawnts (8771441.036a PE•737TO (334,3001800 aubCaaagary: Products aholucea as A Rests I of infols , rtvent_m New Technology Compl anter Method: Evsluab . R"011 Son, a FbIWa Registered ArdlMaot a a IuCar ed Honda Rdesshond Frngneer rlwaOaMa hea,.cr. Quality Assuralce Albrawd for use Approved for Use DOOM 229M �yd hodut Model. Ntxnber m Noma product Descriptor inKill outsw Wild Resistant PLiYNi4 1 A'rMrtVent Model #1540510 Dual Fmcbon Flood and Ventilation Vent/21312023 Yea Yes WA .100A100 2 sr -Wan, Model #1540-511 Dual Function Flood and Ventilation Vent 12W CO23 Yas Yes WA +1001-160 3 A. -Iv- t MNhetaistmq" Incule,ad Fitxsl Van? A']✓iA r2r1?:?'� YAc 'YeA FRdA +ice.'-if4n 4 SmartVent Model 015406521 Insulated Flood Vent 12/312023 Yas Yes WA +9034�100 5 so, rt MoO.I 91545F524 t6bwd: Garage Door Flood Vent 17131.2023 Yes Jr. FUA NaA s 9rnanMMl Medal 9t 510.57C Wand Wa111nsulafad Fbpd Vamt /2R1.2023 Ye. 'Y'es Nl4 .t001-1M, 7 S ill Model 01540-574 14.584ud: Garage Door Flood Vent 121310023 Yes Yes WA NrA Florida Department of Business S Professional Regulation Pete 2 of Building Codes and Standards 105M22 Product Approval Application Detail Q4ga EntIN w l REt€ Date Patti Ind per. Time Version Manufacturer Contact Engineer & license Validated 8v Validated submitted FBC Aop royal Approved status Revsion 2020 Tnarma-Tru Corpohattn Steve Jaside son Lyndon F- Schmidt, P E. Ryan,' King. P.E- U4115.2Cr21 12r31120M 04r22=1 0000812021 Apprcoed Category. Exibil Dow (800) 843-7628 PE-43405 (513) 767.6555 SubCategW. Swgng Exterior Door Assemblies .Jesperson QthamatN.00 Compliance Method: Evaivallon Report from a rim Florida Registered Arbhteed or a Licensed Florida Professional Engineer FL$204694R5 Products Oualttv A9sulanoe Approad for Use Approved for Use Im cc, Design Sag g Product MotlN. Number or Name Product Description Contncr Exairatign Date In HYHZ Outside HVHZ Rasiatalll Passun 1 a Therma-Tru Fiber Classic and Smooth Star Nominal 611till quot;Impact&quot. Opaque 12131J2022 No yes yes N/A Composite Edge Fiberglass Singte Door (Ins'edngfOuts'Wng: X configuration) 2 b. Tharma-Tru Flber-Classr-end Smooth -Star Nomna18&439.8 Ate-Onpribsiquot:Opaque 126112022 No Yes Yes NNA Composte Edge Flbergiass single Door Wit Sldelite(s) pns angdOutsvdng; XO, OX or CXO configurations) 3 a. TherrsllTru Fiber -Classic and SmdothStar Nominal SUMS Squot;lnpu;t&quota Opaque 12Y3112022 No Yes Yes WA Composite Edge Fiberglass Double Door vdth or without Sdeittes (Intain g,OutwJitrg; XX or OXXO conmgurappi 4 d. Therirl Fiber -Classic and SarOoth-Star Nomnal Saillu0&quot'I pactIll Opaque IW1J1022 NO Yes Yes NIA Composite Edge Fiberglass Single Door (Ir,"ngfoutawing; X omfiguratimn 5 e Thermo-Tru Rber-Classic, and Stmooth-Star Nommal B&#'d9,0 &,quOt;lmpxt8gtat, Opaque IW112022 No Yes yes WA Composite Edge Flbagiass Single Door Writ Sidelrre(. J (InswngAkdxvung: Xt), CX or CXC configurations) B I Therma-Tru Fader-Ctassadand Smooth -Star Non"] 8&#39,0&quot rt4bsd&quO'.. Opaque 12,31Y2022 14. Yes Yes NrA Composite Edge Fiberglass Douala Door wft or Wmout S Kos (InreAr glOutwAng XX or OXXO rrnfg urseons) g. Tnerma-Tru Fiber-Cirsarm and Smooth-S1ar Nominal 6&#39,8 &got mplect&qu3:, Glazed 121310022 N. Yes Yes WA Composite Edge Fiberglass Single Door (Inswa"WoLitem irp; X crxnfiguratOw, B In Therma-Tru Fiber -Classic and Smooh-Star Nominal && it &quot'mpact&quat, Glazed 1213112022 No Yes Yes WA Composite Edge Fiberglass Single Door with S.dle, s(s) (Inswingf0u wmv , XO, OX or OXO rnnhguretions) 9 i. 7herma-Tru Fder•';Dassnand Smooth -Star Nominal 6&#39,8 &quot Impact&quat Glazed 12131/2022 114. Yes Yes WA Composite Edge Fiberglass Double Door wth or without Sidelites (InmAinglOutaviing, XX or CXXC co nNu rations) 10 t Therms-Tru Filaer-Classic art Srordth-Star idominal 8,S#,3yg;0 &qtx#;Inpa[}&quof, Glazed 12131P.C22 NO Yes Yes WA Composite Edge Fibrgiass Single Door (InawrlgfOtttssying', X dodtgurell 11 k Tharrla-Tru File, -Classic art Smooth-Stal Nominal 8&41 aquct,(mpaet&gLat, Glazed 12J3112022 No lies Yes N€A Composite Edge Fiberglass Sal Doer Wth Stelhe(s) (insvdngdOulswing, XO, OX or OXC wrdgurationsi 1: I. Thermo-Tru Fiber -Classic and Snwoer-Star Nominal 8r,#.3>'AC &gmct. Impactsouot. Glazed 12;31 r2022 No Yes Yes NIA Composite Edge Fiberglass Double Door vAth or .rhd1A jdlI118S (1lxmtrgfOtRavAtlg; XX or OXXO configuratims) 13 m Therma-Tru Floer-Classic Arid Smooth -Star Nominal 6&0378&quot, Impactil Glazed Molded 12131 t2022 No Yes Yes WA Open Composite Edge Fdxrglaw Sngis Door (InsmingfOutaw4ng, X maigurahon) 14 n Therrrss-Tru Hoer -Classic and Srnoo Star Naninal 6&#39,8 &quot lmirad&quot. Glazed Molded 12,31 M22 No Yes Yes WA Oper Composele Edge Fiberglass Si ngle Door with Glazed Molded Open SdeRte(a) (ansvnnglCii swrig, XC, OX or OXO canbguratrona) 15 o. Therm it Fiber. Classic and Smooth -Star Nominal 8&#398 &quit, Impact&quot, Glazed Molded 12131t,022 No Yes Yes WA. Open Composite Edge Fiberglass Dotible Dow with of without Glazed Molded Open SidNltes (InswingJOustsvAng; XX or O)0XO mnfigurations) 16 p- Thermo-Tru Fiber -Classic and Smooth Star Nominal 89#39,8 &qwt, Ii pact&quot Opaque 12)31/2022 NO Yea Yes WA Composite Edge F fiberglass Single Door Mt h Molded Open soellter(s) (Insw'ingomtsr"r XO, OX or CXO Configurations) 17 q. Thermo -Tile Fibm-Clawr a_nd Smooth -Star Nominal 6&#39,8 &Qu t-Impaot&quot, Opaque. 12J3112C22 No 'Yes Yes WA Composite Edge Fiberglass Double Dow W6n or without Glazed Molded Open Sidellies (Inswingl0utewing; XX Or OXXO configurations) CQO- Inge Yffil0U 11.11. 2020 MI Windws ..it Coal Category: Exterior Doors aubedeglaq: Siding Eat# OC,r AasemWd Compllance Method: E.akrdtr. Report Ind. a nodda Registered AtthaeC!.r. Lla'naed Fuld. FL015332.tte Products Prdeealmel Englir.. R Product Model. Ifurnistar or 1 SERIES420AIUMINUMS1,C- 2 SERIES 420AL UMINUM$GO J OCnhC0420 ALUMrNUM OOC nLtUrOR6[O 4 SER IFS 42O AL UMINU M SGO REINFORCED 5 SER IES 420 At UMINU M SGD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards r 2ar+ Product Approval Application Detail IMN On ord. Aft oat. Pendno Dpar. VtlI4&d9e VaLlAarat! & Oil A nm" Antooisad Want Stenger uis R06amo Lomas SlovenM Urich PE 1'-MdrAx 100611.020 10u192020 12n5R020 Agp-oued (717) 365-3300 PES'514 f717i 317 J454 bdmnaergmrwa:- Product Description SERIES 420 ALUMINUM SW QXC Qramv Asawav:a central Expiration Date 12131 r2024 A,roraved Ili Use In "M No Agar -ail for Us. 43i1Uf4.tD01i Yes lolprlFl Resistant No Drishart I'VA. 145.3J4&pud.s8C8quo1. NC3N-REINFORCE0 SERIES 470 ALUMINUM SW ox, XO, XX 1213142024 No Yes No WA W&4L"xe68gM NONI•RE➢NFORCEO OEMCO 420 ALJMINuM 6<30 Pit'reOROM ORO I2 It024 rap Y'ca Ho fold 145-Y464ud:x98Aqud SERIES 42C ALUMINUMi SW RE'.WFORCED OX, 12131r.1024 No Y., No WA XC XX Asaed; 96anudx96 SERIES 4n ALUMINUM SW REINFORCED VLX 12C12024 NO Y'es NO Nie'A 1434qud x988aN'd; May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expa Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see ir)st sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/29/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp- Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS Simpson Strong -Tie see chart ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 B. TRUSS PLATES N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31/2023 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE OCT 2 8 ZIM Virtual Review Assist, Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Florida Department of Business & Professional Regulation P.ar I ar, Building Codes and Standards r"2021 Product Approval Application Detail fLe115324t9 corn" Enlist; or 20 aft 2dePywbw 299 ]vile yanslain Man'dIi6t.... i90faCI i.... A uden- Vlddatal eve y d&d Iii1saillad F6c AnaLud A mm7il stak t Raosion. 1020 Curves DviNsm of AADG. Inc. Tom Reality Ul LLC Troy Blabop. P.E. 12/102020 120012020 1201 /2020 Appromd Category: Exterior Doon it 4WIP13 9541947-Oaao subcategory: Et -or Door canlponaNs ran raasya.se.atloy, co Campllana Method: Ce NeW.n Mark or Lilting a1 FLA11537.N9 Products careful Assurance Amend for use Approved for Use NYAWA Design ¢pg g Product Motet. Number an Name Pnodwixisodortion, In Will g I 1 6C7. 707, 727 7C . 757. 777. rid 847 Single and Pairs of Fkesh, Glazed, and Louvered Pngle and pain of 12131P.025 Yes Yes Yea NIA Doors Ooft-mete! doors. Florida Department of Business & Professional Regulation Building Codes and Standards I)SCO21 Product Approval Application Detail C.O. Endr or Dal. owe o. Peoa a. Mergers Yild IDC YANd" dal eaQaved min Rewslon 202C MI Wmdewt sad Doas Brent Sllamger Amman Atdheedurr Steen M Until, PE I In 7W20 11117=20 11,272020 Attsl v a Category: 4hbltpws (7171776553700 MenuhCllrps Assncrywn i7t7d 317-0454 S1bCaogory: Skrgle H,ap tear gerEtm,wa Dail C,imphance, Method: Coneks.on Mark a L: hag Quality Assara lia Approval for Use Approved ran Il- Impipas Doom goo / Prpaect Modl hurbr or Name FIROKL l 9329on Centel Emm9atlion Date In HMP2 outside NvK $*Iigep( �Q 2 185 SH 5202 Fn4'Iange Fame IGISG Sol Hmg 1010612023 Nc Yes No .601-6C Lar,tinsted Glass Florida Department of Business & Professional Regulation Pag.I at, Building Codes and Standards IWO21 Product Approval Application Detail F;nusl-lie raft Enlda.a 2ttt Mupt ve slam meDldifgblu[contact Enelne.r A llama, Vaaddad 0, y; ,dstilmnifted FSC Acimi A-ranirsid stalust Remuot 2020 Mt Windows and Doors Went Slilaw Amman Architectural St.+en M union. PE 10n62a2C 10062020 10M92020 Approhad cahpary: Widows r7171365-3300 Mamiecturas Assodstion (717)317-9454 SabCrtpory: lialianlal Seder bsiningerIll.ewn Comparlu Method: Certification Mark or listing F 1.015351413 Prrxluds i )t Product Medial Number m Name product Description 1 H5188 Fin and Flange Frame 73.,62 Insulated Glass Quality Assistance Aomawd ran use Anoraedfor use Inroad geslm �t in.HVHZ Outside HVNi R"Itam P1essil 07JI612024 No Yas No .55r-55 Florida Department of Business & Professional Regulation Pair + .12 Building Codes and Standards s or Product Approval Application Detail Coop "ty.or _ Qffi! jitig Doh hndno - M M yip rAd faltlrMw a ueanae vanda w M Validated wed FaC Amro,al PaaL4de4 fte sron 2020 MI 1Mndous and Doors Went EANrga American Mchaecturel Slivers M. V00, PE 1 U2212020 11222020 1128f2020 ApProcsd CMry egO: iA ndows '717, 365-3300 Manufedrrers Assoddhah (717017.8454 SnhCdagory: Fixed det9ngea�rNwd can Compliance Memos Cemacato n matk a usimg FLe15M9-R14 Prorkucls 91ilDlnas,anaAAdmiralfair Ae BaNrosadfor Use Imwa 229M as" Product aaadel. Nr.Ww a Nam. rhgd 1 amduow, Canoed Eaolrrlm Dre In H*2 Qut.la N»iz Resistant Filson. 1 165 PW 73 x 72 xhnaated Glass 040032023 No Yes NO •60100 Florida Department of Business & Professional Regulation Pape, r, Wilding Codes and Standards lislm2, Product Approval Application Detail India, or gat 2Ye 090 Pending 292 Mum Version, Mmullsa r. l:nninear L License 1rAIWaFatlm YaWYtW ammmw IQG Bmrmrd apmmMd 4fAYA Rersion 202D MI MAndoes and Dc xs Went stinger Loos R Lomas, PE Sterc'4 hi tX(dr, PE 10/062020 1GOOM20 1011912020 12n 52020 Approead Category: VNndoers (717) 366-33M PE 62514 ;T+T) 317-8454 ahbcaepary: Mullion. bPibar9.6ir .d.�an Compliancy Method: Eralurrllan Report from a Honda Registered :Ited or a Licensed Florida Prides sr Engineer FLa153534t5 PraWuds Sass a fRgdNal Motlal Number a Nrlte A---d for use I� � B[ al grtaDffilon 5 1 In HVHt 41a i Rl UWS 13mllra 3 5764 Vidal AArrnimap Mullion 124112024 No Yes Yes WA FL M924ta saft MEN version Manxdedumr Rehsm 2024 !limas Hardie auddng product.. Inc Car.": P.nd'All AbCMiNil : Siding Complimi Method: Evaluation Report from a (nettle Reglstered=iaCt or a Licensed Florida Iona? WdNs Friglnear Eddlunimbawd. aeo a hodmt Modal Nunba, or Nartr t Camplil Lap Siding 2 ZdIePiank Lap Siding Florida Department of Business & Professional Regulation page I of l Building Codes and Standards WMI Product Approval Applicato Detail EoilOL.at. _ ranlAat Enaletear A than,, Validated ffi Cried Dwcks V Andrew Tap :din Southard. IF (9091 545.8359 PE-81662 r352) W-2526 ehed.a:ereksl@lemaansm e can 20 2" 2aK8ndinA ME yAIdKyd Submitted FBC Amrmrl ! Mad 0141Y2(121 12114m20 01"r,021 ding FSC Asps puamr Assurance Approved for Use Amrpved rim use I•.LWe'" Doom PrOdud D..crlpttm contract exdratim Doh do NVW onddside NVNZ Itersistiml Hoer -cement lop sidng IV31+2023 Yes Yes NIA NA Ilcer-cement lap eking 125, IM3 Yes Yes WA N1A Florida Department of Business & Professional Regulation Building Codes and Standards Product Aplssuval ApplicaUurt Detail Paces 2 of 2 l0Arm i '.. Emily W _ .. 291 21M Date Pander tat 110 7rnuaa 1 Lardstwii ( Y l YANd" fMI511 �A hwnm aid" R.4ition 2020 Amd's Nick Thompson it, F. Schmidt P, E, Fi J. King, P..E. 0211512021 02RWM21 0222,7021 0411 WX121 Approved Category: Pond Wass 1330) 922-2389 PE-43409 (813) 767-6565 sliecahsbry: Sows nihampsorreaisble.conn compliance Method: EYeNeuon Report Irom a Ftodds Regiuered Architect Or a Lnoensed Florida FLAPIW245 Prdesswn 1 Engineer Products S.a aProduct QualtIv Aastarenoe Description Approved for Use Approved in H l outside for the H ggg�r Resistant gnim pressure t e Bqud,2Tdqud:£Dill Vent a Sold WWI Sofia 1213t2023 No Yes No WA 2 0 &quof AllianceTlAqud: Soft Vent a Solid Mary, Soft 1N312023 No Yes No WA 3 c 84uet.Greirnonal Vmage 9eadedli SOME Vent a Solid Vv* Sam 1213,12023 No Yes No WA 4 d. &q-t D5&qud. Sam Val or Sped'Ar l Safat 12r3112023 No Yes No WA 5 e Bqud Chita O""bsm. Sofia Val a Saetl Vinyl Soft 1 Mrir2623 No Yes No WA 6 f. Aqud:Supr Spe"'Sgkrot: Sd41 Vcnl or Said Vhyl Soee 1213/2023 NO Yes NO WA FLa19124422 re,r9s Muse Vend- al4ola4alNOG Revisor '_020 GAF Category: Roping Brbtdagary: AaPhsa SWgos Compliance Method: EvaluatW Report from a Flonde Regis emd Architect or a Licensed Flomle Prdewhooa Engineer 1`101172 ZZl titt2it ctael �lct $eft h,'tuet Yodel Wmbfir or Name 1 GAF Asphvl[ Rod Shingles Florida Department of Business is Professional Regulation Para+ v2 Building Codes and Standards /Win21 Product Approval Application Dull Entity a[ MId'..II seem Robert Nlemlinm� (8001 766-3411 PE-%166 '04hagaf.com Product Casuistic Fiberglass reinforced Pistil laminated, 5-hb and Pill isphaa shrlgles 21" Dal Dab Paschal 2" Validated b y; aubmww FEW Aribroval 6cpFovisd ALI= Jahn W Knee"ch, PE 09rAM20 OW12020 10.022020 12MS2020 Approved (954r772-6224 9ialitAe--t i�Sst�IAESi 9i va Approved 1, Use kmwa Dial IDthria Outside, 1001112 Resistant Premium121162022 No Yes N/A WA -1--i N O U O tF 0 Q O \V .0) V = = (Q C O O O a) Q O C O U_ - O .� L O Cn Ca. !Eo CU CU IQ Q Z Z W J ^W' W co O CL U ttrr� to m 1 �r W G Q Z J Z Q J SHEET N0. PA 100 rl I'I. I I - - L= -` I. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa I At I 1e912021 Code E,&%v or. cart, Da. Dart, P-dkau nn ,. .T.'!84 V orslen ManuOxerer -aL4 y- ymdar d CorkaN Falp,n . >F FaC APPaoval Vsadrlod ^'� Aovttowd xE. R4e 2UiJ .-- TAM K06.- erg Prsds�LLC K i EdpRtO gmien J�X KneaaAcn, ' . ,3e ,u20 h929r20^4"10 n.'20 ... ,. 1nt15:2rF70 A9Pm. ,.-.- r Category; Roofing n4171624-8644 PEw1645 i9543772.6224 socatgan: llnd.daymenrs ..,-WeicW Caryalfanc. Lletlad: EYM�.m6n R.epw 'a. - . Fiends Reglalered Arch 2atl a e Lcintad FicsA. Peod4as Prolessimal Engm- FLY12326.X9 qLalty Assrmanc. Annrowd tar Us. Atmrawd for the Impact Rift ftAPaadild madY. Nutley err P/ariuIMMSUXKdow Conrad Esanafaaa fro ca...,.ILI= Resistant ,FTBfSLIi 1 TAMK,- Root Lhda..rl.yments IHt"7) Reef adodaym.nts tar - la FRC HVIIZ f>ri rr,.73 Yea 14. WA WA misdlcaans. 2 '€A.MKO Rant Und.rlayments IWJhMVHZI Roof.ederleym.nls for use in FBC non-HVHZ 06129=2 Na Yen NAA NIA p.Isdlauons- Honda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pea. I � r i (All Fy2ttR.lErt i rss - EM a m ,(.4 WI. Oat, Pena- S1. un YitraIRn Matedificturar called Endeavor 6 uoame v arad Validated Subriddird FWAooroval 91 ang iLan Revision 2020 MIT& Ins. Erin Waiden [CC Evaluation Servium. LLC = Er lunuon S.ra4ce. 0611112021 WI N"4021 05/1212021 App-d 6inigery: atrurl M U mpaleras Ind=, e°Ja-ad15 LL4 8ueCateyory. Truss taus maidendiift, can (205) 599-SWO CaegatP. MMhetL E"knobw Repot room a FL09740 Boat Raow EVbluaaan Bratty ads it" Fraduct1d«Nr, Nua la.r as tors Quality Asstranat &gKjV W tar Uw Amoved InHVMZ Q tat U" iridy knead goostart Design fig, 1 MISAH3 it a., Wgh,trength Muss concder pate 121312022 Yes Yes NIA NIA 2 M16slis to era. super no *.Oh t-Pound. plaid 12y37.02022 Yes Yes NIA NdA 3 Nor 16 16 9. rotas =net" part I MI r2022 Yes Yes WA NIA 4 MTi6He 18 a.. a agh strenph muss -.eta pate 12,3102022 Yes Yea NIA WA 5 MT20HS 20 9.. nigh nhetagth truss eann.Wp Plate 124312022 Yes Yea MIA WA 6 TL18, MT18 16 ye, the" emnetbr peates 12/3t t2Or, 2 Yes Yes NIA ,VA TL20. MT2o 20 g.. tru.. ec neda ptatas 12I3112022 Yes Yes NIA WA. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 2999. tdtl4ty..4L Alt .Fdl. D era PaldN.t �It jjtf2! YgSSjq,D M anadad..er rcAn I. 1;ggAgL E a.r 6 Lrene. Vakdated Be VaHidafad Bakmikad FBC Aoa dual mS'iiS Re:Asio-n 2020 L: V. Tharr1 sm.lnt. die Than tan N'cnteclt,al C P a. Tony CNrisknan Za"rv'ar R. , -. # Y i � r. - SPe'+t i M Uwle . R'e ]9ta T6?O.D O:.Y1612^=C - 69 �?u2U27 f:ft 5l"1024 r .",ice, s._d M,staisC a yi TAAACGt (813120-3456 aE"402' 7-17)3p7-a454 Catagary= res r.finy t-Ag.sndta n a,j; corn "Cat.yvty: RCoMo ArctsPares that art as tqcal Pthl of the Root,q :`stem coeepli'mo Method EvaL,Alx Report kcra a clorlaa RociVeradArch fact ore cenistd Florida Products Prdessrcnr'.. E got", FLa18g18-R3 Add AsaAM Awaa O0r tic. Raduct Motel. X ar 4r Rama &2A1 1;12d2WW QPccrc, EYPhatlam Data L NLFt£ .2gigM Vts e FNa as TA.h#CO Fqt Top 01T-Rid1e L"e'twftt Bah". for-T. 213 a. semc €Cot vekBaaor'Mth bVft. COlu;2!'28 'rots Yes MA WA '* TAMCO Gooseneck en; A go, i0 a rc2B P40 Yes WA_ c -_ TAMCC CMRgg Roor sent'w'nh E.'.e B Q. starw'wr•.mla.Ior'aMi M Imeq..d wile CO C2a Yes Yes ry A WA, 4 TALC Round Top O f-R'aclige Vern wits Battle V TI'lle 20 ga. stelae root'uerltllata 44th baflte 00r0ar7026 Yes Yes WA NA mflurr"o cod. Tip. Y.Isipp -Kcal c Ft-z... r*X,. raduers, LLC Category 510t. &,bcat.gngY -aor. i%-.l, CiNnPKan6. MdM.1 Eva Jat;m Re- J �171 - F W1 . Reg'.slared An.hpect of a _. to 59d `Wda Pranesshnat Engfndar Sea fE %rarslucA Mar1.L Nuevo, av Nam. 1 2a):-:ergs+.vim udr Steal slorm Pardlth+:'-& _ Ter t..g. C',Stets .3sam PaaelaA:Hti H,'. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape t ell I W W2021 Entity err Date Date Dan. Pending Oat. ned- P ..r &item. !lawd,.d.®t v.alda. . Fwr A,,..rUX9 6pGm ale" c:m Roatnscn wa.- A. TF,II[.It,. R E aN',n W Koa.eevle^. PE i9Alfin020 a'gkndt2ik1}'1 t4,t -,�.X 12115Y,2020 ApPrcNed 954 i c u- 545 PE-441E3 :954) 772£i224 n. rt� �x,gprrentea m DeilY0 '.srupatddC i_d Sla..l81' r tan. retained 'Mr! M22 era Yei Y. WA n not by t34as to lxwiJt huniton. ,duct m Caarugei.d G. ma¢z d st.el R• a ne:_:etamed '2:.:1,17X. No Yes Yes WA c, net by becks la prrnnda 1 wn. W.-if- Finrida r)iPraartment of Ru,na tis & Prnfessirinal Regulation Florida Department of Business & Professional Regulation P g.1 44 Building Codes and Standard sh4;2^2, Building Codes and Standards tr5rzp Product Approval Application Detail Product Approval Application Detail I496721As1 FL.a'i6804-1917 Cade Ergly er erg 2112 Drc. PBndna 212 990 EntitllsT Date D?Sa tie Im YaMon ma3tara6ium corral Ern &Lu. sa vdwgltg$y v MAVWOW ApMaY d.Zft Ign Version aauracluror Contact Eriamo iLLicmise valiCatrart Validated Super F13C Approval Anomyed §9 RtOjw 2020 w.y.nl.euser RmBal,,A, 'CC Ev War.rSLLC Ian L.nr.r,€ F. u2nZfhr171 r'.w1=112020 0MVX21 A,d 'i d Re,mon X20 c,topaySloldingP*aLCtSCnlnpany klark'uVc PField Son"..-amman G-ryF-jehier 1011512C20 I (" X 1 4,'20X 10*1--2310 12MW020 Approved Catalg®ry. Str_cturel C-Ponerts 12`$) a24-8476 (600) 431,3 .93 Cata gPry. Eat- D-cc (513) 7-10 603`> Pc 03'268 r53, 5 f i:.53E BWCM.QWVY S19 retired! Ldanhar Robert.. Bwldw(it- yws SUbCam pry: Sectional El'wtor Door A'sc'latdies rrnuesvde o ch:Fay -c rr Cantioltne. "Panto: Et-aluatron Parchq Ran a en carry Compliance Method: Evaluation Report from a Product Evalualon Entity Fl-idu FSagietnra9 Archltact ern ,--id Hlo-ids PrClessional Engineer F1a005VAI I Predicts FLf15304-R7 ProGUC% 42UMkv A"unfinca Acutawd are Us. Arrorowd Oa Use kfl t. 22lua:1 3 WS W5-16 PAN-2F' emu84A, 94..3. p5. t '�iri, 76 ,Salmi Pan (M,n. 25 ga.) 'L7oubla�ac (52' to 1 d'a' i W 1;2038 Nit Yes Ya s -28 PSP-30.5 tea a Proaict Mad.L Nurtger or Nania cost pescrl a Cwaraq esatanm pat. v Hent outside tmii tegt hie>sra. 78L'. dRSi 4F, 4RSF, BRST.tS'F, 2R57, 8B, 488, 42. .sidsj ;tJ1P'tOCCLnESMi7C, `Acts Garage C..sn PSF 1 NicrbiMvi L6'L Laminated Vender Lumber 0V3IR02?N. Yes NA till 42R 55. 5-58, GOBS, G05SV, GR5S, GR55V, AR5S. 2 PMellam PSL Retire: Strand'_unlpe rJ_VWQ523 No Yes P41A NIA. AR55V, EDSS- EMSV 3 TinberSband LSL L.armted Stand Wets: 03131 r!02S No Yes NA WA 4 TJ Rim Br d Structund Can1APAao Lumber or Orlated Strand 0113T12IM Pao Y. NA iVA, lower Rica Board 5 WeyeAMe,ear Rina Board Oriented Strand B.,d Ram;"W OVSI.r 02.', Nc+ 'Yea WA WA. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 at UU2021 ilt1�Z ,. S st t2 4t 2dg 20 oafs PWKFM 2119 IYB! Vernon n duke,M a r®r !mlru-r A L y Validated [W EQF1g.Y4$ status Re"oa X20 A4pine Stuart Le44s [CC Evauatim seNce, LLC Wiaem M. Ranerl. PE laelt2023 IW22M20 IVUM2a20 11m502020 AW-d Catpay: structural Conahtnents ;32V7IC:3:,?7 i407.i BBIA917 subc.t.g.,Y; taco Platers xaawaargialpinailw,com Calnpltar co M.Unod: EvtMation Report Sari a FLF199B-RTle RQdXt Evaluation Entty aauda 201 AUtkavad Oar Us. Anoruwdfor tlsa lidded P-, t ITW BCGIAlptne gh.r Stiinput, `H 8air:p; 9) Wit Connector %ate 12P31 P2024 Yes Yea XIA N1A 2 ITNr BCGdAlpale I-31,90 PiAle ' Ma1M ComecCd' %Ete iN31 J202+i Yes Yea WA NIA 3 ITW BCGIAIpan. Trulme Matal Connector Plate 17nir(124 Yes Yes WA NIA 4 ITW BCWfi* me We- Maml Connect. %at. 4Sl3i=4 Yes Yes NIA NIA OCT 2 8 2022 VR/\ Virtual Review Assist, Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 May 27, 2022 t^+o ^W W > � U }a '� N Q O CU -0 L..L. }+ V (D _ (_ C C N 0 L. 0 �rt`+ O Q C O = C O ICU ^ O t/rrV ��o '�F� O^ ICU / V/ .� E W O Cn O L Z co > Cn CU o CL U 'a �+ U O a ca OLLI 00 � a Z Z J d SHEET N0. PA 101 . 11 , a 11 in I ( I L1_ LLIL ------- L ---- - - J I I I I 1 1 -p 11 , , Simpson Strong -Tie 2020 FBC Approved Products Updated 12r=W0 For direct Inks to all SST approvals Wad below. CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), FL#23WRT Seg# Product Model, Number w Name Product Oggggplicin 1 Titan Stainless Steel Concrete S Masonry Screw (TTN-SS) 1/4°'clometer Titan stainless steel Masonry screw FLMWR6 JW Product Model. Number or Name Product Deacription 1 SD1 01 12DBB Outdoor Accents Connector Screw 2 SD91112, SD9212, SD1 0112, $010212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP222434, SDCP222512, SIDCP22614, SDCP227D0, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221 100, SDCP221134, SDCP271400 6 SDHR27400, SDHIR27614, SE)HR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS25200. SDS25212, SDS2153K SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw SDS25600, SDS25600, SD525800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strang -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720. SDWF2724. SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-R8 ft" Product Model. Number or Name Product Description 1 ATR318, ATRI/2, ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD", ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318-2, BP112 8PI12-3, BP5/8-2, BP518-3, BP314, BP314-3, BPRTUD34 Bearing Plates 4 CNW3/8, CNW1 12, CNW518, CNW314, CNW518-1 Q, CNW314-5/8 Coupler Nuts 5 CTUD55, CTUD65, CTUM, CTUD75, CTUD76, CTUD77, CTUD87, CTUC08, CTUD97, Coupling Toke-Up Device CTUD96, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTl RTUD3B, RTUD4 RT]JD4B RTUD5, RTUDe, RTUDT RTUD8 Ratchefing Take -Up Device 8 TUD9, TUD 10 Take -Up Device 9 T U1438 Take -Up Washer 10 URS3 316" Uplift Rod Run Tiedown System 11 URS4 I t2- Uplift Rod Run Tiedown System 12 URS5 5/8' Uplift Rod Run Tedown System 13 LIRS6 3/4' Uplift Rod Run Tiedown System ELV .2111-_Rl =g Product Model. Number or Name Product Description I DTT2 2 HDC1014, HDC10f22 Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HDU2, HDU4, HOU5, HDUS, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 1AASA, MASAP Foundation anchor strap 8 MPAI32, MPA144 Strap -style purlin anchor 9 PiAl 8 , PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAIIS, PAI23, PA128, PAI35 Strap -style purlin anchor 11 STHDIO, STHD10RJ Strap -style hold-down 12 STH DI 4, STH01 4RJ Strap -style hold-down EMM CFor = Simpson Strong -Tie 2020 FBC Approved Products Updated 12M/2020 direct Inks to all SST approvals fisted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System end Marni-Dede County Notice of Acceptance (NOA). 21 LB set" hangers Top flange hangers available in width of 1-9116" and heights ranging from 5-318°'to 15-1/8". 22 LBAZ series hangers Top flange hangers available in width of 1 -9116" and heights ranging from 9-311&'to 13-1/8", 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/6'and heights ranging from 9` to 33-117'L 24 MEG5, MEG7 set" hangers Top flange hangers available in widths ranging from 5-114" to 6- 716'and heights ranging from 9" to 32-1/2" 26 PAT -no. bongo- Top flange hongen, available in vvidth3 ranging from 1 -Orl a' to 6- 1/8" and heights ranging from 9.114" to 24", 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3.318" to 7.118" 27 RR Ridge rafter connector 28 WP series hangers Top Range harijers available in widths ranging from 1-9116" to 7- 1/8'" and hail" ranging 9-114" to 32" FLAI 0111180-R5 Sea # Product Model, Number of Name 1 ABA44, ABA44R, ABA46, ABA46R, ABA68, ABA66R 2 ABU", ABU"R, ABU46, ABU46R, ABU5-5, ABU5-6, ABU65, ABL166, ASU66R, ABU88, ABU88R, ABIJ1010, ABU1010R, ABU1212, ABU1212R 3 ABW44Z, ABW44RZ, ASW46Z, ABW46RZ, ABW88Z, ASW66RZ, ASW7-7 4 AC4, AC4R, ACE4, AC6, ACSR, ACES 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-214, BCS2-316 6 C844, CB46, CB48, C866, CBM 7 CBS044-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CM86-SOS2, CSSQ88-SDS2 8 CC, ECG, ECCU Series 9 CCC-SDS2 5. ECCQ-SDS2.5 Series 10 CPT44Z, CPT66Z, CPT88Z I I EP644A, EPB44, EPB46, EPB66 12 EPS4Z 13 LCS44, LCB66 14 LPC4Z, LPC6Z 15 MPB44Z, MPB66Z, MPB88Z 16 P1344, P844R, PB46, PB66, PB66R 17 PBS"A, PBS46. PBS66 18 PBV6, PBVIO 19 PC44-16, PC46-16, PC48-16, PC64-16, PC68-16, EPC44-16, EPC48-16, EPC48-16, EPC64-1 e. EPC66- 10 20 PC4Z, PG4RZ, PCOZ, PC6RZ, PC8Z, PC8RZ EPC4Z, EPC4RZ, EP06Z, EPC6RZ, EPC8Z, EFC8RZ 21 PP644-42% PPB44-82 22 RPBZ FLSIOWS-RS IMI Product Model, Number or Name 1 FJA, FSA 2 FRFIP G1,146-6, GI-146-6, GHA", GHJI", GHAIC-8, G1,1410-8, GH66-6, GI-166-8, GH68-6, GHail- 8, GH610-6, GH610-8 4 GL65A, GLBSB, GLBSC, GLB5D, GLB7A, GLB7B, GLB7C, GLB70 5 GLBT512, GBLT612, GLST5116, GBLT616, GLST520, GBILT620 6 HGLaA, HGLBB, HGLBC. HGLBCr 7 HGT-2, HGT-3, HGT-4 8 UFPiO-SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post cap Post Cap Embedded Column Base Embedded Column Base Bated column caps with W1 ranging from 3-114" to 9-1/2" and W2 ranging from 3­5Wto 7-1/7' Screwed column caps will) W1 ranging from 3-1/4" to 9-112" and W2 ranging from 3-516'to 7-1 /Z' Concealed Post Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post a. - Retrofit Post Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hangar Glulatin Bearing Plate Gkilarn Boating Plate Heavy Giulia m Bearing Plate Heavy Girder Tedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3012020 For direct links to all SST app.ovals listed below, 5:,L1CK.8F_9 For additional Information regarding Florida's Statewide Product Approval "lom and Mrimil-Dade County Notice of Acceptance NCA) FL#10446-R6 E&I Product JModel. Number _qLName Product Description I A21, A23, A33, A34, A35, A" Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVA5 Outdoor Accents Angles 3 APB44, APB44R, APVBW, APD66R, APBW, APSWR APBIOiO, AP131010R, APVB44, Outdoor Accents Post Bases APV644R, APIV666, APVB66R, APVB88, APV888R, APVB1010, APVB1010R 4 APDJ`r2-4, APDJT2R-4, ApDjT2_8L APDJ­T2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6 Outdoor Accents Deck ,jorst Ties APVDJT2R-6 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 6 APL4, APL6, APT4, APT6, APrVL4, APVL6, APVT4, APVT6 Outdoor Accents L and ' BearrAo-Column Ties 7 APLH24, APLH24R, APLH26L APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ Sick Veneer Ledger Connector 9 CBT2Z.CBT4Z Concealed Beam Ties 10 C,IT3Z, CJT4Z, C_fT1.5Z, CJT6Z Concealed ,Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4,FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.6T H8, HI0A-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH43 HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 1-30,L50,1_70,00 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 Skewable Angles 23 LSCZ Adjustable Stair Stinger Connector 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable. Jack Hanger 25 LSSRI .81, LSSR2 1, LSSR2.37, LSSR2 58, LSSR210-2, LSSR4 10 Feld Adjustable. SlopeablelSkewrable Hanger 26 LTP4,LTP5 Tie Plates 17 ML23Z, ML24Z, ML26Z, ML28Z, ML210Z Angles 28 MMH8 RoofTieZown 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MIMILU210, MMLU1211. MMLUI39, MMLU1311 Face -Mount Hangers 31 RSC,RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z RTC42, RTC2Z, RTC44 Rigid Tie Connect" 34 STC,STCT,DTC,HTC4 Truss Clips 35 TJC37,TJC57 Truss Jack Clips 36 Z2, Z4, Z" Panel Stiffener Clips f19121ILM Sea # Product Model, Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 3 GBC 4 HCP1 81, HCP2, HCP4 5 HHRC2-2, HHR-42T HHRC42-2 HHRC4/1 -81, HHRC441 HHRCS 225/3 25 HHRC5.37f3 1Z HHRCPA 6 HRC1.81, HRC22 . 7 LRU26, LRU28, LRU210, LRU212 8 LSU20, LSSU28, LSSU210 9 TBE4, TBE6 10 TC24, TC226. TC28 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA4222, THAC422, THA426, THA422-2, THA426-2 12 THAIII 81/22, THAl2.06122, THAl2.1122, THA1222, THAI322, THAI' 315122, THA1422 13 THAL422. THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5-SDS3, THjU26, THJU26-W 16 TSBR2_24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12M0O020 For direct links to all SST approvals listed below, gLj§ V H_L_L For additional Information regarding Florida's Statewide Product Approval System and Mam-Dede County Notice of Acceptance (NCIA), !LLdCYi HERE FL#10456-R5 §Mg Product Model, Number or Name Product Descriotiont 1 ST, BTS, 8TH Brick Ties 2 CMST12, CMST14, CMSTC16 Coiled Straps 3 CS14, CS16, CS16; C$20, CS22 Coiled Straps 4 CSHP116, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plow tic 7 H1, H10A, H2 5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S HurricaneTies 8 HGT-2, HGT,S, HG T-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-$DS1.51 HS$2-2-SOS3, HSS2-3-SOS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2 HST3, HST5, HST6 Straight Straps 12 HTS16, HT520, HTS24, HTS28 HT.In(), HTS30C Heavy Twist Strap 13 HTSQ16KTZ,HTS020KTZ Heavy Twist Stop 14 LFTA Light Floor Tie Anchor -5 LSTAQ I-STA12, LSTA15, LSTA18, I-STA21 LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LST173 Straight Straps 17 _7B20,LTB40 Bridging 18 LTS12, LTS16, LTS18, LIS20 Light Twist Strap 19 MGT Medium Girder Tedown ,0 2 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9 MSTA1 2. MSTAI 5 MSTA1 8, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Stralos. 22 MSTC28, MSTC40, MSTC52, MST C66, MSTC78 Straight Straps ,n MSTC48B33, MST066B3 Pre -Sent Straps 24 4 MSTQ6, MSTI38, MST148, MSTIOO, MST172 Straight Straps 25 MTS1 2, WS16, MTS1 8 MTS20, MTS24C, MTS30 MTS30C Medium Twist Strap 26 NCA2x10-12, NCA202-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 27 RCWB12, RCWB14 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI, SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4,SPH6.SPH8 Heavy Stud Plate Tie 32 SS1 5, SS2.5, SS3, SS4.5 Stud Shoe 33 S79 ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 34 T1320, TB27, T1330, TS36, TB42, T648, TB54, TB56, TB60 Tension Bridging 35 TWBIO, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pilch Girder Tiedown :37 W15106, W131015C, WB126, WB126C, WB143C Wall Bracing Product Description 1 CBH2,37x5 5, CBH2i7x7 83, CBHZ37x9 75 Adjustable Hip -End Connector 2 DU, DH J, DHUTF series hangers Drag Strut Connectors Gable Brace Connector Hip Corner Plate 3 HGU3-63-SDS, HGU5.25-SDS, HGU5-50-SDS, HGU5.62-SDS, HGU7 MSDS HG[J7 25- Heavy Hip to Ridge Connectors SDS, HGUg.MSDS 4 HOUS caries Hip Ridge Connector Rafter Hanger 5 HmGu5.25iSDS, HHGU5 50-SDS, HHGu5 I32-SDS, HHGu7.00-SDS, HHGIJ7 2-_-SDS, Light Slopeable/Skiervable U Hanger HHG11900-SDS Truss Bearing Enhancer 6 HHUS20-2, HHUS28-2, HHUS210-2, HHUS46, HHUS48 HHUS41 0, HHUS5 50110, Truss Clip HHUS-e 25110 Adjustable Truss Hanger 7 HSLIR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for i-Joists. Skewed Truss Hanger Multiple Truss Hangers 8 I-ITU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 110 HUCO1S1j9-SDS, HUCQI.81111-SDS, HUCQ210.2-80S, HUCQ210-3-SDS, HUC0310- SDS, HUM410-SDS, HLIC0412-SIDS, HUCQ52519-SDS, H1JCQ5.25111-SDS, HUCWO- SIDS HUC0612-SDS VM­745" Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2V21, For direct links to all SST approvals listed below, CLICK H�­. For addifionall information regarding Flonda'sSnatewide Product Approval Systemand Nlkim-Oade County Notice ofAcceptance (NOA) -,l F1.1111111468-R5 S_ # Product ModeL Number orNameProduct Description I HHUS210-3, HHUS21 0­4 Joist Hanger 2 HRSor HRS8 HRS112 Sirup Ties 3 HUCQ210-2-SOS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SCS4-5, THGQH2-SDS3, THGQH3-SDS4 5, THGQH4-S0S6 Joist Hanger a THCVv3-3, THCW3-4, THCW4-3, THOW4-4 Jo H-9., FL#11473-RS Sea # Product Mi Number or NaMp. Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGT1RHR Girder Retrofit Anchor 3 H16, 1­1116S, H16-2, H16-2S Hurricane Tie 4 HPTA`I? HPTAIA HPTA20 HFTA514 HPTA4n Fmho.d8Pd TnmArelinr 5 HETAL12 HETAL16, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETA16, HHETA220, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 StrapTlator Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 TvAst Strap for Masonry FL#11496-R5 S-9 Product Model, Number or Name Product 90Euplicin I DTT1Z Deck Tension Tie 2 HD12, HD19 Soled Holdowns 3 HD38, HD56, HD76, HDgB Bolted Holdowns 4 H74, HTT5, HTT5-314 Tension Ties 5 LTT19, LTT20B, LTT131 Light Tension Ties FL#13020-R5 Searlit Product Model. Number or Name Product Description 1 SE&8x24, SB7'8x24, S8100 SB Anchor Bolts 2 SSTB16, SSTB20, SST624, SST828t SSTE34, SST536, SSTIB161., 5STB20L, S5,TB24L, SSTB Anchor Bolts SSTB28L FL#13872-L4 Sec# Product Model, Number or Name 1 CMST12, CMI CMSTC16, C-S14, GS16, CS18, CS20, CS22 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30 MSTI26r MST136, fit-:7448, MSTISO, kAST172 -VMST27 SIMST37, -".ST48 3 HTS16, HTS20, HTS224,14TS26, HTS30, HTS30C 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST2922, ST2122, ST2115, ST2215 6 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 a LTS 12, LTS1 6, LTS1 8, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC228, MS7C40, MSTC52 10 MSTCe6, MSTC78, ST6236 11 MTS12, MTSW MTSIS, MTSM. MTS30, MTS24C, MTS30C 12 SIB1 56, S181.81 , S/B2.06, SIB2,37, S/B2 56, SISZ68, S/63A2, SIB3,561 S/B3,62, S/B4.06, SIB4 12, $164 28, S/84.75, S!B5S0 13 SSA2_12)8 -;IBA212110,SA3A212fl2,SIBA2.l2fl4,S)BA4.1818,SISA4.1&10, VSA4_ 18ill 2, S/BA4 18114 14 S1H1A 15 SII­DaS. SiHD8B, SrHD1OS, SIHD10B, SIHD15S, SH0158 16 S/HDU4, S1HDU6, S/HDU9, SJHDU1 I 17 SOCT, S(WCT Product Description Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 roll (18 go) Straps 33 mil 120 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 rrill (16 go) Straps 68 mill (14 go) Medium Twist Strap, Top Flange joist Hangers Top Flange joist Hangers Hurricane Tie Holdowns Hokilowns ,lost Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/16" to 3-9/16" and heights ranging from 9-1/8" to 23.15116" Face -mount hangers r- hangers ­ibble in, width. ranging firarn 1 618" to 7 T8` and heights ranging from 5-5116" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face - mount hangers available in widths ranging from 3. 1/8" to 5-118" and heights ranging from 4-34' to 15­3/4', Concealed flangeversion (HSURC, HSILLC) available for all double 2X and 4Xmodels, only acute flange is concealed - Face -mount hangers Face -mount hangers available invvidths ranging from 1-9/16'" to 7- 1r2` and heights ranging from 2-7/8" to 19-1b4" Concealed flange version (HUC) available for all models having width equal to or greater than 2-9116'. Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12n0re020 For direct links to all SST approvals listed below, CLIC,K HERF_ Fox addflsmaI information neriardina Floods's Statewide product Approval System and Nam -Dade County Notice of Acceptance (NOA), 18 SILEIV1 58, SfLBV1 $1, SILBV2 06, S!LBV2 37, SILBV2.56, S&SVZ68, SILBV3 12 Top Flange Joist Hangers SILBV3 56, StLBV3.62, SILBV4 06, SjLSV4 12, SJL8V4.28, SILBV4 75, SILBV5.50 ,9 S/LTT223, SfD-`rT2Z, S!HTT14, "IT4, HITS Hodowns n S/MST60, SIMST72 Straps 118 mil (10 go) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 26 TJC37 T­ Jack Connector FL#13904-R5 Seci # Product Model, Number or Name 1 CCOM3.62-SDSHOG, CCOM4.62-SOSHDG, CCQM5.50-SDSHDG, CCTOM162-SDSG CCTOM4.62-SDSG, CCTOM5.50-SDSG, CCCONC.62-SDSG, CCCOM4.62-SDSG, CCCOM5 5O-SDSG P:rrl OM1 67(­KT FOCI OM4 6,)(',.KT F('C.1 OMrM('.KT 1 OM111 8,'>n-KT ECCLLOM04 62C.-KT, ECCLI-OMD5.50G-1<7, ECCLRQM03 62G-KT, ECCLRQMD4.62G- KT, ECCLRQ MC5 50G -KT 3 HGUM5,25, HGUM5,50, HGUM7 00, HGUM7 25 HGUM9 00 4 LGUM2216-2, LGUM26-3, LGUM26-4, LGUM28-2, LGUM28-3, LGUM28-4, LGUM210-2, LGUM210-3, LGUM210.4, LGUM46: LGUM48, LGUM410 5 MEHA3.12tg.25, MBHA3-12111.25, MBHA3.5617-25, MBHA3.56/9.25, MSHA3 5&11.25, MBHA3,56111 88, MBHA3-56114, MBHA3.56116, MBHA3 56118, MBHA5.50/7 25, MBHA5,5019.25, M8HA5 50111 .25, MBHA5.50111 .88, MBHA5 50/14, MBHA5.51)f16, MBHA5.50118 6 MBHU3 5619.25. MBHU3.56111 25, MSHU3.66111.88, MBHU3.56M4, MBHU3.56/16, MBHU3 56MB, MSHL15 5019.25, MSHU5.6011 1 25, MSHU5 5011188 MSHU5.SW14, NISHU5 50ill 6, MBHU5 50/18 FL#13975-R6 Samar Product Model, Number or Name 1 SDW22300: SDW22338, SDW22438, SDW22458, SDW22500, SDW22600_ SDW22638, SOW226'34 2 SDWC 15450, SDWCl 5600 3 SDWH193WDB, SDWH19400DB. SDWH19600DB, SDWH19800D8, SDWH191000DB 4 SDWH27400G, SDWH27600G, SOWH278ODG, SDWH271000G, SDWH2712WG 5 SDWS16212, SDWS16300, SOWS16312, SDWS16400 6 SOWS19600, SDWS19712, S0WS22400,SDWS22500,SDv`VS22512, StAIVS226W, SDWS22800, SOWS22900, SOWS221000, SDWS221100, SDWS221200, SDWS221500 7 $DVVS22304DB, SDWS22400DB, SDVVS2250008, SDWS226WDB, SDWS22800DB, SD\ArS221 OOODB 8 SDWS22312DSS, SDWS22512DB6 9 S_DWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS278OOSS, SDWS271 OOOSS, SDWS27120OSS 10 SDWV13400 11 ST N22 FL#115363-M §-W Product Model. Number or Name I AS 18, AS 18S5, AS 18S6 2 AS 20HS 3 AS-20 4 ASHP raTAIPTIM11 Product Description Masonry Pier Caps Mqsnnry Pior Carm Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong•Drrve SDVVC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw Strong -Drive SDWH TIMBER -HEX HDG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interior Grade) Strong-Drrve SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural] Wood Screw Stroing-Cinve SDWS TIMBER SS Screw Strong -Drive SDWV SOLE-TC-RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 go Truss Plates 20 ga High Strength Truss Plate 20 go- Truss Plate Hinge Plate Connector See q 9 Product Model, Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPW50; GOPM-75T GDPM-100, GDPS, GW-50, GW.75, GW-100 GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K. PDPA-MG, POPAT PCIPAT-K, PINW, PINWP, PINWP­W, PDPAWL, Powder -actuated fasteners *breaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, FTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130=20 CFor direct Inks to all SST approvals listed below, CLICK HERE. M For additional information regarding Flodde's Statewide Product Approval System and Mrant-Dade County Notice of Acceptance INCA). CUrK HERE 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-516'to 3- 9/18" and heights ranging from 4-5116'to 11". Concealed flange version (HUSC) available for models having %Moth equal to or greater than 3-91`16", 12 IUS _cries hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 5/8" and heights ranging from 9-1/4" to 16". 13 LGU3.25-SOS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 16 LU0282, LUC21OZ Face mount hanflorc 10 LUS series hangers Face -mount hangers available in widths ranging from 1-911610 4- 518" and heights ranging from 3" to 10-15116". 17 MGU3.63-SOS, MGU15.25-SDS, MGU5L50-SDS, MGU5,62-SOS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-911610 5- 1/8" and heights ranging from 6-15/16" to 19-117'. 19 MUS261 MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 11- 9/16" to 3-9116'and heights ranging from 3-1/16" to 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models, only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from I-W16'to 6'and heights ranging from 2-5/8" to 11-1/4". FL#1 0667-RO §2LI Product Model. Number or Name Product Dew otlon 1 BA series hangers Top flange hangers available in widths ranging from 1 -9/1 V to 7- 1/8" and heights ranging from 7-116'to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-114" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1 -1 rZ'to 3- 5/8" and heights ranging from 7-114" to 24". 4 DGHF set" hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 5/8" and heights ranging from 9-114-'to 24". 5 EG6, EG7. EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 7/8" and heights ranging from 11 " to 32-1/2". 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/e'toi 7- 1/4" and heights ranging from 1 I-11W'to 32', 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-718" and heights ranging from 8-112"to, 28". 8 GLTV set" hangers Top flange hangers available In widths ranging from 3-1/4" to 7- 118" and heights ranging from 11" to 37 9 HB series hangers Top flange hangers available In w1clurtia ranging from 1.911 V'to 7- 1t2` and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7t8" arid heights ranging from 10.11Z' to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/2" to 32", 12 HGLTV series hangers Top flange hangers available in wiciffirs ranging from 3-114" to 7- If8" and heights ranging from 14" to 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- Qil 6" anrd h^igi-ft ranging f__ IR" in 26" 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1 Vito 3-9116" and heights ranging from 5-3/8" to 13-116' 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1 -9/1 &'to 5- 1/2" and heights ranging from 3-7116'to 15", Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HVVP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 10' and heights ranging from 5-316'to 28". 17 HWPH series hangers Too flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5-3/8" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 5M" and heights ranging from 9-1/61c 16". 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-361c, 7-1/4' 20 JSA series hangers Top flange hangers available in widt. of 1 -9/1 6'and heights ranging from 9-3116" to 13-119'. OCT 2 8 2022 Virtual Review Assist, Inc. G Plans Review completed and approved-` for Compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct finkstoall SST approvals listedbelow, CLICK HERE For additional information regarding riandas Statewide Product Approval System and Mianx-Dede, County Notice o(Acceptance (1,10A), rs�K-HERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong -Bolt 2 (STS2, STB24SS, ST B2 -6S-S) Strong -Solt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Ton HD (THD-H, THD-HMG, THD-H4SS, THO-HOSS, THD-CS, THD-CS6SS) Trion HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Then HD Rod Coupler (THD37634RC, TH050934RC) Titen HD Threaded Rod Coupler for concrete 0 Titen HID Threaded Rod Hanger (rl-10026168RI-1, THDB371 SSRH, THD37212RH, Tien HD Threedoa Rod Hang., for coricrcW THD50234RH, TH010212RF1) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 §19Lfi Product Model. NijMWL9Lft= I AT-XP FT -HP 3 SET-XP 4 Strong -Boil 2 (STB2) 5 Then 2 (TTN2) a Titan HD (THD-H4SS, THD-H6SS, THD-CSSSS) 7 Titan Turbo (TNT) FL#16937-R3 §lSLJ Product Model, Number or Name 1 X34BI016-5K, X1SI016, X1 B1016-4K, XQIS1016, XQ1 BI 016-4K 2 XLQ114T1224, XL0114B1224-2K 3 XMQ114S1224, XM011481224-2K 4 X011431224, XQ114B1224-25KX114S1224, XQ112S1224, X0112BI224-2K 5 XU34S1016, XU34131016-5K FL#"320-RO Sect # Product Model. Number or Name 1 DSS.CB43.5, DSSCB48, DSSCB48, DSHS 2 FCB43T5, FCB45,5, FCB47.5, FCB49.5, FCB411.5 3 FPHSD34SIO16, FPHSD34131016, FPHS034BI016-5K, FPHSD34S12I4, FPHS034BI 214, FPHS03ABI 214-5K 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC.4.25, SFC6_25 5 LSSC4 25, LSSC6 25, SSC2.25, SSG4.25, SSC6.25, MSSCZ25, lyi MSSC625, MSSr4 25KW, MSSCA.2514W 6 RCKW3, RCKW5.5, RCKW7,5, RCKW3S, RCKW5.55 7 SCB43,5, SC845.5, SCB47,5, SCB49 5, SCB411.5, MSCB45,5, MSC84T5 8 SCS32-&W, SCS82-5/97, SCS62 5/118, SCS82-61118 9 SCW3-25, SCW5.5 10 SJC8 25, SJC10-25T MSJC825, MSJC1625 11 SSB3 518 12 >a.SH3461414, XLSH7881414 13 X01 SIO1 6. X01 R101 6-4K, X01S1214. XO1 B1 214-3 5K, X078S1224, X078BI 224-3K, X01 1 4S1 224, XQ1 I 4BI 224-2 5K X01 12SI 224, X01 I 2131224-2r, )348101 6-5K, X1 31016, X1 BI 01 6-4K X1 Sit 214, X1 BI 214-3,5K Product R2rdp= AT-XP High -Strength Acrylic Adhesive for concrete or masonry FT -HP Fpnyy Adhesive far masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Soft 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HO Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head, Titan Turbo Screw Anchor for concrete or masonry Product Dewillation #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XL Large -Head Metal Seff-Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip, Connector #10-16 and #12-14 Strong -Drive FPHSD Framing -to -CPS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Con doctors Bypass Framing Slide -Clap Strut Connector #14-14 Strong -Drive XLSH Shouldered Seff-Drilling, Tapping Screws 910-16, #12-14, and #12.24 Strong -Drive X Metal Salf-Drilling Tapping Screws -6-0 a) a) _9_- Cn -ffi > CD 2 0_ 2 0 o CU -0-a.- a - C" 0 Cn = 0-0 = CU Q-0-0 -C U Cn 0 0Q 0 -0 .0 U_ ICU 0 CU I&- 0 ICU > An _0 E ;a) 0 CIO a) Cn to CU C_ CU 12 1 C� Cn Z W J C_ > Cf) O C>10 2 L_ 0- 0- 0 0 V � q) -0 U) cu O 00 LU SHEET NO. PA 1.2 (D MIASU-DADIECOVITTY Cl) CU (D 0 > C- 2 ' mMIAMMM illi I PGT Industries, Inc. PGT Indusuits. Inc. =0 FRODUCTCONTROL SECTION PGT ludustries. Inc. (CL)) 2 11 &V_ SW 26 S "a Rom -109 -NOTICE OF AC CEPTANCE: EN'IDENC E SUB-NUTED NOTICE OF ACCEPTANCE: EVIDENCESITBINUTTED a CU -a DiPARnaNror RYGMATORYAIN'DECON010C RESOURCES al1k) -Mum Flormh 33175-1474 BOARD AND CODE ADAMWTILATIaN DIVISION TC86)31!-Z590 F('790315-25" NOTICE OF ACCEPTANCE: E NjDE.NC E SUBMITTED .1__0 IM (D to 0 -1-- Cl) -t:� -NOTICE OF ACCEPTAN-CE (NTOA) 1. Evidence submitted under previous NOA D QU.ALrTY.A.SS171LA_NC E =3 CU rn A. DRAWINGS B. TESTS(condaued) 1, 1�fiani Dade Department of Regulatory and Economic Resources (?LER) -0 0 -0 6 PGTIndastrie0w. 1070 Technolorr Drivt. I Maraifactures die dia wings and sectiows. 5. Test report on 1) Air Infiltration Tem. per FBC_ TAS 202-94 '.%LkTERL%L C) L_ - 0 EL = North Venice. FL 34275 (Subtrifited nnder.V0.4Ao. 11-010'�, 041 Uniform Static Air Pressure Test. per FBC. TAS E. CERTIFICATIONS = ILL SCOPE: '%M,-5570.0� titled --Vinyl Sliding Glass Door NOA sheets 1 Drawing No.. 3) Water Resistance Test, per FBC, TAS 20-1 -94. I. Notice of Acceptance No. 1-"528.14 issued to Vision Extrusion Limited for their = .0 ca CU This NOA is ban _issued under the appUablerules and regulations goverimm the use of constructionmaterials. 11he through2l of 1-1. prepared bymanufacturer. dated 100515- withrevision Adaied 4) Large XfissiJe Impact Test per FBC. TAS 201-94 -11 Ixite Rigid PVC Exterior Exn Its for Windows and Doors". daied 08., 13115, 0 > Cn -0 E 2 docummmon submitted has bvieureviewed and accepted by ?vhanu Dade CmwyRER -Product Control Section to 04 -05 17- signed and scaled by A- L-vmn Miller. P. E 5) Cyclic Wind Pressure Loading per FBC� TAS 203-94 expit* on 09,13049. C/) be used in.)Aum Dade Comity and other areas what allowed bv theAuthoritv Having Jurisdiction (AM) 6) Faifeed Etury Tesi. per FBC. TAS202-94 Notict of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their -17E CU !E KU) -I.- ThisNOAshallnot bevaW after the expiration date stated below. The Mianii-Dade C=ountv Product Control Section B. TESTS along with atarked-up dfawmgs and installation d tigram of vinyl sliding glass door. prepared 1000 Tan 202 and lighter Shades (Non-Nl'hite) Rigid PVC'Exterior Extrusions for -0 U) < (InMum=D3de County) uA-or the.AHJ (ia areas other than-Mami D3,de County) reserve the right to have this I. Test irpon on I) Uniform Static Air Pvt&&ure Test. per FBC. TAS 202-94 bv fenestration Testing Lab, Inc.. Test Rrport No, FTL 854.0. dated 11,06,15. signed and N%Indows and D ciors". dated I _10VI 6. etpir* on 12 i�29i'2 1. product of nuienail, tested for quality assurance ptilpoSeS. If this product or Material fails to perfoffn M the a C Cepted 2) Large Missfle Impact Test pef FFBC TAS -101--t-,;4 staled by Idalnus Orteg.t. PE. (Test repon revised on I " .04;1 5 and O� 11 16) 3. Notice of Acceptance No. 1-"528.15 issued to Vision Extrusion Limited for their niancter, the mani;&cturer will incurthe expense of such testing and the AM may unmaharely-revoke - mo dify- of 3) Cyclic 'Wind Pressure Loading per FBC. TAS 203-94 6. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 "Broum Coated (Painted or Laminated) White Rigid PVC Exterior fumsions for suspend the use of such product or material within their jut isdiction. RERreserves the right to revoke this d along with marked -up drawings and installation d iagfan , of vinyl sliding gia s�, ch-*r. prepared 2) Uniform Static Ate Pressure Test. per FBC. TAS 202-94 Windows and Doors". dated 08.1315, exlm6ng on 09�3ai'19_ accepuiacc if it is determined byNfia=-Dade Counry Product Control Section that this prodtxt or material fails to bvFenestratim Testing Lab. Inc.- Test ReponNo_ FTL 8717. dated 12'07 15. �;-ggned and 31 Water Reii-siance Test. per FBC. TAS 202-94. 4. N I "orice of Acceptarice No. 1"712.02 issued to ENERGI fenestration Solutions USA, meet the requirements of the applicable building code. I Ms product is apprmv4as described hetem and has been, designed to compkywith the Flondla Budding Code� - - sealed by Idalnus Ortega. P.E. (Test report revised on 02 15 16 and 0 2'24 16") 4) Large Nhssile Impact Test per FBC. TAS 201-94 Inc. for them "TAN 3040 and Lighter Shades (:ion-Ullite) Rigid PVC Evetior including the High Velocz- Hurricane Zone. 2. Test report on D Air Infiltra. tion Test. per FBC TAS 21021-94 5) Cyclic Wind Pre�swe Loading per FBC. TAS -10' )-94 Extrusions forWindows and Doors" dated 09,1516_ expir* on010C-11. DEscRimo,_%-: series _SS70,1270- Vinyl%dinij Glass Door (Reinforced) w.wo 900 & 13P corners-L-11J. 2) Uniform Static Air Pressire Te�-�t-per FBC. T-AS _102-P4 along wah marked -up drawulgs and msiallation diagram of vqil sliding glass door. prepared 'dated 5. Notice of Acceptance No. 16-0-7 17-04 issued to ENERGI Fewstiation Solutiow USA. APPROVAL D0<17W.NT: DraiwiagNZOL . 1*[D-.4570�0 Rey B. tit*4 -VuM Shdine Glass Doot N0Ad_X[)­_ ibeft 31 Water Re-ustance Test. per FBC. TAS 102-9-4. by fenestration Testing Lab. Inc.. Test Report No. Fn 8552. 121"04.15. sued and Inc. for their -Bronze and Lighter Shades of Cap Coated Rigid PVC Exmior I through 21 of preparedbyinanufacturer- datedlO,`0545 and last mised on 02`0121. signed and seaked by 4 ) Large Mis sile Impac t Zest X .17B C. 1;k S 21 0 1-94 - '10 _�ealed by Idalnus Ortega. P E. (Test report revLsed on 021 1 i,'20 i 6�, Extrusions foj,Wtftdows and Doors dated 09/1-516. expiring onO416-20. -11, 5 Cyclic Wind Presstire Loading per FBC'. TAS - 13-94 7 Test report on 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 6, Notice of Acceptance No. 1"712.03 issued to ENERGI Fenestration Solutions USA. A- Lynn Miller. P-E_ bearing the _Nfi=-Daide County Product Control Revision stamp with the Notice of '102-94 fix. for their �117hir# Rigid PX*C' Exterior Extrusions for Windows and Doors "dated alwwmwmmh� MIJAM1. MIAMI-DADE COUNITY •INV PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 'BOARD AND CODE ADMINISTRATION DIVISION Miarni, Florida 33175-2474 -1 (786) 1) 5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadE1ov/economA Cast -Crete USA, LLC 6324 County Road 579 Seffner. Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not he valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to h,-ve this product or material tested for quality assurance purposes. If this product or material fails to perforrn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, ' it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 61' & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & IT' Lintel Safe Load Tables", sheets I through 3 of 3 ), prepared by Craig Perrino. P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed byCraig Parrino, P.E., on' January 22.2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Larger and Small Missile Impact Resistant LABELING: F'ach lintel shall bear a permanent label with the manufacturer's name or logo and the Miarni-Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety,. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-15 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 2"630-15 Expiration Date: 09/11/20223 Approval Date: W2012020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS I. Alone. C. CALCULATIONS T None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Econornic Resources (RER). E. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc.. dated 08108117, signed & sealed by Craig Parriner, P. E 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'", sheet I of 1, prepared by Craig Parrino, P.E".„ elated March 24, 2003 and Drawing A"o. LT4612, titled "Cast -Crete 4", 6 " & 12" LintelSqfe Load Tables" sheets I through 3 qf3, prepared by Craig Parrino, P. E., dated March 24, 2003„ last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 2Z 2019. B. TESTS 1. Aforie, C. CALCULATIONS L Xone, D. QUALITY ASSURANCE I By Miami -Dade County Department of Reguhrion" and Economic Resources (RER), E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Article of Conversion far a name change. Cfielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11 /2023 Approval Date: 08120/2020 E - 4 Cast -Crete USA, LUC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prevressed Lintel Details", sheet I of 1. prepared by Craig Parrino, P.E., dared..1-farch 24.2003 crud DrawingAlo. L74612, titled "Cast -Crete 4 ". 6" & 12 "Lintel Safe Load Tables ". sheets I ihrokgh 3qf 3. prepared h - v Craig Parrino. P. E., dated Alarch 24, 2003� last revision # I dwedApril -18, 2003 both dt-mvings signed and sealed b-y (-.'raig Parrino, P.E. B. TESTS I. Test report onflexural testing on 4 ", 6" et 12'" Precast Concrete Lintels Filled and Unfilled Models, total ref (13) concreic lintel specimens, per ASTN­1 E-529-94. pre ' pared by Applied Research Laboratories. Report No. 30404A. dated 04/10/03, signed and .sealed by Christopher A. Hannon, P E. C. CAL01LATIONS L Calcultnionsfior Cast -Crete Lintels, dated 05,129103, 207 pages, prepared bj Craig Parrino, P E., signed and sealed by Craig Parrino, 11, E 2. Oliculalions for past -Crete Lipm-,1s, dated 05129,103, 140 pages, prepared bra Craig Parrino, P.E., signed and sealed by Craig Parrino., P E D. MATERIAL CERTIFICATION: 1. Qualus, Sysremi 1komai for Cast-Creie jkfachorekfade Pi-ecast I iniels revi-ked on!V&n� 1. 2002. 2. Cast -Crete PrestressedProducts crtr2002 2. EVIDENCE SUPMITTED UNDER PRFVIOUS APPROVAL # 08-032009 A. DRAWINGS L Drawing No. FD4612, titled "Precasi and Prestressed Lintel Details", sheet I (-V 1, prepared by Craig Parrino, P. E , daled.Varch 24, 2003 and Den, ing Ao L T461 2, titled "C'asi-Crete 4 ­. 6" & 12 " Lintel Safe Load Tablev". sheets I 1hri)vh 3 0*3, prepared hy Craig Parrino. P. E., dated A -larch 24, 2 003. lasf revision dated Larch 11. 2008. B. TESTS 1. None. C. CALCULATIONS L urine. D. QUALITY ASSURANCE 1. ky Miami -Dade County Building Code Cuinpliance Qffiice. E. MATERIAL CERTIFICATIONS 1. None. -4� -1 my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1 V2023 Approval Date: 09120,'2020 E - I Cast -Crete USA, LLC - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEINEVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS L None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. B.);,Vficitmi-DadeCt)itntyI-)eparitneniref Regul(itt)"atidEcotiomieResf)i.irc,-es(R-f,-'Rj E. MATERIAL CERTIFICATIONS I 'Verne. F. OTHER 1. Compliance Letter- with the Florida Building Code, 201 7, h-'dition, issued hy Cast - Crete USA Inc., dated 08,,108.,,,'l 7, signed & sealed by Craig Parrino, P.E. Letter vviih the Florida Building C`ode, 2020 Edition, isued bl,� (-­ 3-1- Compliance X a Crete USA, Inc- , dated 06111/20. sigtied & sealed ky Craig Parrino. A F. Fleliny A. Makar. P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 0911,11112023 Approval Date: 08/2012020 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS 1. Dravving No. FD4612, titled "Precast and Prestressed Lintel Details sheet I of 1, prepared by Craig Parrino, P,F-,, dated March 24, 2003 sand Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LintelSeife Load Tables" sheets I . through 3 of3. prepared by, Craig Parrino, P. K, elated March 24, 2003, last revision elated 1farch 11, 2008, all sig gned and settled by Crerig Parrino, P.E., on ,,larch 22, 2012 B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE L By jViami-Dade County Department q/ permitting, Envirownent, and RegulatorvAffairs. E. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Getter ftom Cast -Crate Corporation, dated February 03. 2012, signed and sealed by Craig Parrino. P.E., eerii&ing compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By M, iarni-Dade. CounlY Deparunent qj'Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, iiclmy A. Makar, P.E., M.S. P ro Suct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/2012020 E-2 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 14-0903.03 A. DRAWINGS L Drawing -,Vo- FD461 Z titled "Precast and Prestressed Lintel Details sheet I of 1, dated 03124103 and Drawing No. LT4612. titled "'Cast -Crete 4 ". 6 & 12" Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, P.E.. on 08,119.il 4. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014. pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed sand sealed by Craig Parrino. P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Deparnnent of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. ilvlone. F. OTHER 1. Letter from Cast -Crete 6"NA, ]nc.. dated 0811912014, signed and sealed by Craig Parrino. P. E., certifying compliance with the Florida Building Code, 2014 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 1. None. B. TESTS L Anone. C. CALCULATIONS L None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08/08/1'17 signed & sealed by Craig Parrino, P.E elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/1 IP-023 Approval Date: 08.120/2020 OCT 2 8 2022 Virtual Review Assist. in f Jw completed P10% R1 _ vilw completed anti red fbf t"01400 with die 2020 FBC 70 Edit s by DAWAtim X136,r PX2301 May 27, 2022 c- C/) > C 0 '0 0- CU 4-5 :=(3) O CU 1 -cu 0 2 .0 0 0- 0 ILI_ CU 0 .0 CU Mo -0 CD 2 Cn .— C- Cn CU .10- i-cu CL S! E =3 CCS °' c- > C/) 0 C>11 2 L- U 0 a —0 Cn CU O M LU SHEET NO. PA 1.4 a, r N. I - . - - =--- __ - ­111111,19 ECO Iriiiic\_ TILLIFT MSTING & ENGINEFAING PACOMNY - WA" II A IN I rr. FR ?k "A4%`rI PRODUCTINALUATION-RF,PORT REPORT NO., 20-0724.01 DATE: Joy 26. 2020 A'ROOUCT CATEGORY, 30"VU011111 PRODUCT SU&CATSWRY- !i4wrr Partits !'R I A DUCT NAME: 20 GAG[ GAI-VANiZED STEEILL S1ORM PAj`I 1,14tiJFACTURER. Global Protfictton Products I.LiI 4K,,-; S.J. 5 I S!reil' a3%,te. r1of cl..33! 1. I._?URFQS_E_QF EVALUATION: T?-osisaProd"-IEvak,ationReport issued try Walter A.Tillit.Jr.PE. :�:l,z, ID 0 11900 I,j the Global Protection Products, I LC Rule Chaptor,,No 61 G20-3, Method 10 of the Florida Depart -neat of Bull I nit-f-i and proliesisto" Roquisition. This prlodt,M is he" Issued an Evaluation RIII as dascrittild horoin....md .'1wiI blissin verifed for onrillittaince fneoconcisn-I w4h t1le 2020 Seventh Edition of ft* Floridii f3ollding Cw.e. are In venty It,at Il'ifif wr,>doct is V tore puilllusa ritanded at loilI oluwafent to that fe IuaM by the `Wn Thl'S Product EvilitIaly-M Recoil shall tv sol,jort Ir) reviflw atij riilvi,io.n in case ol a FkjMirg fxkt it;+,-inqc that may affect Its limitation,; aril conditions 2­FVI Dr. NC F SV8M ITTED: 2.1. PRUCUCT EVALUAWN DOCUMENT tP E.0j; Drawing No 20-176, IX,!II GAGE GALVANVED STEEL STORM PANEL". shoolts 1 thr-to 26 of 26 Prepared by Titteco. Inc.: signed and scaled by Walter A Tillil. Jr., P E.; dated 07/2812020 Titils drawing Is an integral part %AII Evaluation Rew, ill A . 40, , , "', 05 t -,a IF ... ..... ;), 4- A --, -CN ".. ., " li� - V,, A, - I%,- - : P -_ . ___ - -4 ., I ,.. 1� - ''z1W, i.iA4lfI4l _;1A67, ( - _� .. ** \O-e,eei�1;1� OI ?I 3601 SIVXCI�31I 3I M-Arli. FknW& 11166 - 1`1111M SI $1I-I5 I0 Apoic'emmi,,19'It "UOUC I Ell III AIlV_N.Fq"xC&(4 19-Azaiju 21I ES T RE PORTS: Laroe lnisiile Impact avid farigur, load lesis Illotifit perfofrnoa i4f4t,r PfolooI TA $ 201, 203 as Pei section 1626 of the Fto"a ButljIng Cnd,4 lo-Arflot'n filaut ioadiii '39 Por IAS 202 Prollocoi Test II6rls prepared by Hurricane EnglnearlI & Testing, Inc . Reports 90 96-569 dated uSX91t946, 0'.w'-570 dated 0911$11"e. P96-730 datod 091200296, tit? three vgriod and sealed ty Hoctor M. ~" P E_ Fal,"traWin TestiliI Laborati,try, Inc. reports N 2032 dated 04.1&1M and Or 2i26 dated 10/05,1998 witnestutl ny Giltior Diarrond, P,E and Report No 0219.01-09 dated fillari:h 4. 2W9. Signed and sealed by Ecirrundo LaT-wspadif, P E and Henry Hottem. P F Tenslik- tiI roWn No. 9COA-197 Dy QC MatailturqIcal. Inc , dated filitam-h 13 2W9. � sogrod a" "altild by Frank (;rate, P E 2.3.37RUCTURAL ENGINEERWO CALCULAnONS: On 20 Gago Galvanized Stool Storm Pane! #or maximarn parent I,Artgth,rx_ i1ei,19r; aisnd load. as ,vela as maxing4m orcf,w sp;)(,Anq or, ijqs'fqn wand food and panel langth hasec on raj,oriai and comparative aralysis, anu r atcotdoncewt1h 5atficol 1616 of q* Florida Suildirig Cedo Cak-,iiialtans prnpomd byTilbI Ile dated 1 1W0108 arW 03('2, 15. signed ON filook.#0 by Avillalter I Ttlfit, Jr.- P E 3­11011SSILEJMPACTAESIUANCF. Lat9l; missile impact under section 1t3201 ol 11u; Florida Builcing C"it as pw- TAS 201 Prui=l 4. WINO LOADS RESISTANCE; 20 Gage G-8 Aranized Stool Storm Plane) has "or, vArditil to Gustair WIII -ressifAits- k4wimurn ;3nei lowith Tina be ab Indicated on stleefn_ 8 10, 14,15 . . I . and 26 of 26 of Product Evaluation Docurriont (P F D.). drawing No. - , Maximum Aric.hur Spaung shatil be not indic,alro on sheets a, 0 10, 11 . ?, 17. 16, 19, 20 25 " '26 o'26. of Product Evaluation Documni (P E D.) T alvit nq No. 20.17C 5. INSTALLATION: Irslalloolion shall be piselotmed stindill, On atxAwdanco with details indIcaled on shatirls 3 that 7, 10 "Arij 20. 23, 24 and 2b QI 26, of Product Evit"LIVIn DOCullien; (P.E.D.). drawing No. 20.176 kilinin-luir separation to glass Rhall be as fridlOicatad on sheets 8. 14. till, 26 and 26 of 26 of Plint)jct Evaluation Document (P,E D ). drawf Ing No. 20-1 16 e-­ ;t Tf " ,illi ,ii� . ..:-"/I;""'. . .z 'k, ,,'-,,---I ­• ,q �ff. ,,.AIC::ONt,-.,�. I V. 44157 '--. -tit- * ' , SL CrJi -'4C - � o; AN­­ri -,_ro� , 4-, A , i'14­ � -.0e I., t,v . 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I I I 04M a nwli,,*­ It, ` , , ­ ;k L 7 . ot - ,ZV . - , � 'I 1;; - . i � . . " � A iI I . f � .1-­ - II 4 � N ' �. 4 i . ." �'!,,.I : - Yr �� . . I, . ,�� Is FLORiDA SOWLIX140 CWt 4,01V to IrrPil6l, 0VwLQr,* Z*,O I tw - - .�',. I- .. ' f a r � 1. "I t � __ - I . � ______ l, I."��, " - A`— ­ � . ( I � , , I ", �_ tw , , , 0 I � rp wli* ­ I It_, N�Ciii . I X GOA CA�VJIN:Ztfi 5MG SVOOM POUL �� " l' A., .". ­4i MI W , At 441 167 "4 I - . _ _. � _. ___ . _ _ __ - - _ _ . , " � &I * : Al j , __________ .__ I sit'j. I � I N:iii. �i&6..&:x ♦ , li �l, , ­_-, .__ - I fpo-"'� �11 1,11 11 I I ­ � I �OLORJIIL P9017ECTION PROM I W, I ki, _� s, I V - coine [ � ­ i 0 � JL , -.1; V. , "" P i 4VI`A� FOR 0AIA& RLQV= Al FOP OR . '01il 11� ,�`,��,r_ l­ �to��-.riiw;iifflw.7ii;.Wwi I �w 1, M,. : zo- I ffi I BOTTOM _TKkCX1.ADJA" 10 5T1JCCQjIOI 1i,lk�IX " W�- 14'. �• .- ­vil - . - - _,,ipmill% , ­ �IUI% I*164�411411­ 1­1 1. I... '- 4 "I I Il,�I ,5, '. . ��S/ I - ,_"uOY - I— " �j�,.,_ , ", �lii.I7_ ;i_ I - ifiii�_�,;��7_ , li6i" � .n_. 1 I,lI,lli�iiiI - - - AAAA� , _,�___ :, . - q - ___ 1_" ----,- __ � 'I - - - , - . ,., I - - _ -.,-!-.W - �__ r klPlilv �,.�,-V;l - I !In - , , ..-,,,, , � �_ . .- - � I t-__.-_- ,. ___ __ 1,11LIJ"a XN,�.LL_U�OXN iticv.1I � _N0_,1sz.f4zx2." 5, INSTALLATION; installation shelf be pefformad siriviy in accordanru ,-,I, noctdi:.s iiiiii,xv, , : sholin Is 3 thtu 8, 12 thru 19 of 18, at P rod u v! F v akj.qt I on Oorturne flit (P , E drawing No. 20.475 hiintmumseparattontor,la4,4ahAtib,7asandicattPr , %basis 3. & 13. 14. 15, I 6 in if '8 ,I I I!I of Prniffu,;t Evaluation Docu im (P,E.D,), drawift II 20-17S. S. MATERIAL CHARACTERISTICS AND SPCECIFICAMNS- Shall 0oSt,4l]1y;tIW=Ndjit.-W_V -,.­�­ ._Q!_V.jI % tom'_ 'g-d Componerilill ,,A*-�fl(­,: i.ii sheet I and 2 of 118. of Product Evaluation DOCUrn0int (P 1E,D_ draWltill No 21111-17S. Anchor apilrCificatfons Shall be as indicated on sheet I of I 8 of Firtylijuc,, E w;i , action Cicuumlent IV E 0), dtinitting No. 20-17Sr 7, LIMITATIONS AND CON0171ONS OF USE: ;.I SKOII bfixtriI ai cornp6liI with GantiI Notes No 1,81thrui14 ir,! -- onshisel I oflBofPn2dLprAEvafuauonDocutnor4(PED),drawifvgNo. 20.175 j)(CparW ty Ideco- bI ant! signed and sealed by VVMW A. Teal- Jr, P E 7.2 Predict shall inot be irestw*iod within NIGH VELOCITY HURFOr-ANE ZONES AS cilffined cn section 1620-2 of the Florida lautitfing Code 7.3 Product shall only be Onstaliall: Into poured c.on,:We. cvncroto black. and wood trarne strutourew Product Evalvaillon Roplo I WePartild by Waller A Tdht. A., P.E. (Florlda Liconst: No. "167). Presdom of Tifteco. Inc, (Florida CA-0006119)I I . . . I I I- .il,,flli,l1r­l _'. I A-,. -, , � 4 I _V". W O'. Vt. "reo ADWIll kFC459:19.;b L Atnotl." 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At M1s • �J'•�•tz"•d , - ..nets bf � 3 to toattt at i- r. V4,$" #'.I $AMA Qe r+ 4 r Yaerlas ..,+ 1lmhw K-' iodttl/ /•t I ! vl; art tafdokm ft3.tf, .et :,fogy wse•,un)elE ba . . - -'. i°•::t *OWL* i 6t tie ftO On a .ea ' bNO Ifa a TiTWSxer(fd i•.r.ipT...•i _ . -ft ,.t ch .rqr+" -m {•,.4 t.r• >St€etwl M Cam, t.lraer'r,inalo.,o u •w+r -� v cnrm• ry w+ efi+r• '41,_ aura off,"" at a�tiW1,A. rim : Ra613e.t kv wrOhah and auss • Velorfi da» 411/tt 1�%poctf-•ulk 1'1 P. Ea t r - ( 3,1 %uth •M.ia4 1 bf'�'S'W t:'- A {•Yvm '3,rkte )Ob, t}l etas aa7 ,454y )Sa O660 I l.66. 3.5f, 9./97 f1.• 3E.Ol.,l.lhatrtafia CO•• 11c;,1,.,.�r•+wtt r_. ..tTt{7N �FTAtk f.4 �I 4_.�ANG STORM PANELa t it, � Q ED .0WI CA -TE1 C.RET CA-- .WQDD _'�TB.4.G_TMM I f t , Y--i}mP,! . eowe :.., , t v_ , -3 &' a x a, Y 11 r - _ [ -. _ x t"A :kp ;,mtl 4 l - i1"+'i tI.." aa. Roe T'ftYl _,-1.:.:. t" "''' € ::y 41 M1rw ,n,a wwt _ " e dtlrlr rte � a' t 3w,:nw P 4, -�...... :el 9��-- Ls ' 2) , r, - .11..' _.'. 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R,,k,r`7` - , is z,,:_, 1 " •ia � .f �; >. _. _ F - _. , r + ' (` ALL AMERICAN SHUT-LERS AND GLAS`5 ZED "� : -1 �, _R P'•i 6 .a , "'� Z NON i1 ~# ,T III ; 't fm _ %11't:' :1 j I r e , I iiPWf J.It-3;-,.As►. t .= .(Fa , S [1 i r + _. _ - -/, .,. j 11.1 �. t. �' t: a i 1.'rku T * t.-� - . . ,TYPICAL vER1ICAL t )UN i EtaEvA (IO ..; tr,a - \ v . 1,:,' W0. ,`i I � G ® o, ,awl �, f.z.- 1 , �, ,�.� A -at 7 i, rt F' I k t. .iT 1 -.: 7r 1. yy - p } I .,1.. i s y7° I F £ S` I , - w Z. , I :. I i i J . �r l � t i.. s i r w area I _,�wa yJ,% r aA rls7alaaL f '' 3 -+Lk Y 1-'_w 1.4H IRO .m! "( A& MYJ: R.t. ( I r4 _ ;, AV .wy AAl .`Agih`NL' ear ! :,IY'4F-Ty L3`tF.! O '- Si AYs AII`+ f a 'iL W rt _ b - ') F - s `•_ - 'AY L:1 '----.---. 1 - +a 1 -tw-Le I'• r r 1CAL 1M10' T ELEVATION E--__ t� k^� p ) :n• , H;..=.N:w. - ^ MAXIMUM AILOWl�BIF '. , DES17GN PRr'FFtSURFSS t I' ,I % ,:• s. c ru. -W1&%:'Sg;IS'Yof Xi:G\ rvEl1,:w-'A,,3;LAlt_1 ..x yl S P M , • t T WR HISS'. 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'bti AE, Fib_ r s r•a + t p I o`� y _ n iPP a 7 a I s + �}. I i•: - .. . • t : 6 is 53•tlt r-xe[Ilf,i IS YiftYae.! •ISt , � "• I � I At,MaMT tt1 !t� e?;!.t_ _ !' ; - • a •, j .✓ Jet • . t a =. -f ..r .T c a , rt frwc• rs5 ,atcarrr T• I i' ,. . 4 i tT ., 1.. • i1 u!` mar - _ .�a` . � t .,: r ..:,. � ; rI , ..+i . q -, � I .}.�°C•Y t•t-i�r:�ii"- � I 4 ., .� .e - a I, .a,. .y, k - a r ,_r, - - . -._.. , ', A :.-.... T...."'rrn. a -a' .w sa- `f• •.•.! . •<>,t•.tF', Aa r $..,e•• gym.,:t I 'I i ; _ ,�,,j > .- - ..r - =.r nr`„ 'r, -.. YM+ -- 11 _.1 ? •f JY to !- f3 tO"at5 N• s1' aa" li1 g: fl +i; 1-- -'_--, _I / �. g I _ w '* {' ''a r • a aT i + "-- *'tts !!-Kk !'+Lres3 tee .:., ._'- a f I ,., suss ., Y:. A.t1'!7 t' l!' aa'. .1 1 1' 4�+ .t' 1^t_I' t a' V r I }• a s� y r. w yu i '. L" f R r a is hC 'at. 4saA '3 .3,til. �,. t t 1. F s i !: - r [ ) H r I t -(+5• ...ri. mot. .. .. ( :tC 1' I 1. SE 6''a' t: ' lLi a = s- i .i .- A ! i k:l fJ I i 3� 14,• a r i» , li r - f •li ' i f ) 3 .j - 3. - - . �•., - `r rr tt'..[ -�,:- - ,._ `t i-C•• !e' au'. •T G Y..:.. T. a.>.�..__ _ % 4 M s. E SI s t J' l7 ' i Tr -_ `� � `,` � �_. - }' --��:,.1 � - .-_ ._.:. � _ - ; _ r , - ti. r•-=-t,•ar•.. .*.,3 s �.`§1 •.[.• . � ,:,u. € `{ ., __ � 'd `t� +t �y�r.�• u, .a• - 1if _ I 1.e 14 .-� a. •• ;: } 3 , , m `� yr ) $ff q' . sue. ' - '-. `•. r' '� _ , � , , k t•aca 11 , .f -. 1 r /a s • t. • • „ •, t a M 1. �� ti a._. c a . ) CLASS SEPARA+TI 04� N-, - ___ . _ r 1 m - Ir - I .. .. I. .., ': _. • t ,ri, . •,rat �,w ,.. a ,m".. ,.:- ,°.r ra -..r. ar. -'r• .+.. '`,5 /// � M aJfL t1 •. , - _ r r. •..i, r) L..,J 4 "'f: 't. .� 4- !, t 11 t 1 C.. _I 1. .0 .•1 , , ! 4 yy - - - - "nag SC. .a' ,. -:tit Y:Y. -t �- I t } _ l eE k 1 .i - - - S �t f e 1 ' zc .t: it mot.„.„.-- a. • ti rr - '•-=a_ _ in I - - ') €ta }a"l, alit-€ .._ , RF-a�=f If -._- _ �_ ,..Y-, z- ..- -• - - - - - .-• - d i i .A ,,a°w:. i .. r.. h r -, _'., • { t a � x, .11 ,`M,,4 w. 'i^ „I n.•l.d , '°I"kI' .' I '-". -,... ._ .. ., ., ce. , i,a .m I, a.fif, { a ^I Pr �y ,. i tl "- f....:: „ ,__.l - . IeV I`W. ' ,,... µu: ° „rP' r• T $ ,.....,� .. - „ is _--.tAt.[t .t.,+, aSMA„'M1,. '",.. °Y / >s_ -.... ..r r .,.r- 1 Turf :w 1 tlnf „u,.J.,,.„ ...Fti &„JaT »It.Ir• w- »... ✓ I . �.,r 11 - M r , I ct Yl.l tt [ , A..1J" lam. ,M 4 .' YA asg ,. �'1{ C{j _ '.", q. r .. ...) i.Y 3 m+[Yt+r. €,'}r:.. ;. -.__ - __-- 1 /yf��'f-��-1- .d _ r - 1 . t i ' e ., 1 x , a "-` 'r: t1.E'$"3„„PA Via- iCT?4 �. - .. `� .�.,., •st, f .".."!.. w'.M, r.l,.t �)QPTjQNAL ; TER q Fk4;EPd l'I �ErA'( - � , tr••ra•c"au 1A,itPV1U... f L. 1 N.a t = F .. s -_ . 'ells.%% .- a [ alltm tea 1n1 roar mt eta`#3f3i - . • t.' - ,t ,...w t, +? 1 b- 3'te f'I.& to.• !r' [ t,;.dt.Y''. C` ,>=i fw-4' 1. - - �: rt1.T Ilia >t- •r- , :3 T•ia r• fe• tZ S' LLe•, :. iTdr t„m.• to �p=}-t Ysa �g3,6' 'a - _A-ala 5r.-:ro ., •r. a rt tt.. [.„ .n.+r tr ie' IY% M,f' w I' t"' M& Iq a1' r A . i , W1t t '4' x a A t0.' 11 •. •e t<-y t.' 1' ':. T' 14J1• Lf' 1f'I to , `.s• at , T� O' t/ - i _ ��t: •.f ta.e" T k= Y' t - t M1 , f I Mb Yq' It. ta' ,i{' M{r• e{. 1 i a, -t', i^I;``" a- fa. •i-t ' +ttI . t• etw :. t .rr•St• lv€+.:' 4w i 1 i �tmi tc "t`a I I i­.'; - Y St 4!`air f 1 ii(� ax! t a r I r t L e"t't s5' t 1 . 1 ari 7ir' io• a,4 eiY7Y. ANiC.KOF NOTES. I Aam.1•.v - CS 10 ALL OWL". i ml of 0 •ak lot wl t11`,5 i ie"'vi.YfPa tlrfi4+ ,7Yt.•frS "MYy inw A..mY:4ail LG 1awY` ,. uYY Y J [`•' � •!DJ • i�+Sl9 •'etas_ - F tl•. _ x..t. Yt4:(A r ttl6 bt-, It f rf vt ftA - TMA -_ ,aFA'7A Ca - Tf, Hr ..f Ff! ✓. t ..1 , - - - r . ti,A41Q)0A<toSw-xttti.aaaj -_".1 x L 1.'. ,'„'K: i„Twinc" tuff' tlra.,'IMW tFUM, CA Ya• 1. ) i -, i`SFs.'Ih-Dt:tai"" w. ,4. . - ON 7CIN : Ss"Ikwfil7dF 1Y t.Aca, T aAa. Woc FAIV'a r4vm`K41.a,. ,Ys .4 41 tA.;fr•4" A.. lr *0'1 I. n NZ 1r.ILe.7k"! Zp1 m.lt a AM'.vi. a,e _ /, Al*L,.LC IN tllca.�frai wr•. mArr.pat Titrwa ith:ttntAt3,[fx*4 I m0"O* ALOM PQQT StRr lun YM.a C06f'Xh)p ALTII W. l,OW f %gVaw. . E41Yfir$••4 61AU 6T AS mmw 16 ANO%V S0411 . F. , ••MCI•.. CW%I MflYt AAA ra-.f MIAW'r FI'3� Naar Cs7. n3AM 1Wto AAM Of eR.&I t -Mr.':'e,°+ 1- -> Y,�•..- ad, JM tG 1. i-.' • _ W" wI trs ,S a , W x . at a, a • a >a at 4 P ALY 7•A I.k f•r,s/'a t:Ntlr. 3.x�,.t Xl t.ut'.;1r+r .r r e 5W10t! ti Alms!.!. W" It )i "MM VALL N tMEWAL) it, iM4AA, D,_vW'R1`!L e f 1 h" t '/ M+Q E F ltAT 'aasr' "0 tOuAl +* f Aft .eft Cv9f18]iP-' 1ifi . r} t N1 ASt*A IAt tt A er r osuat fir tkt+6tltw. rs exw 4 iF2 s t,J tltle+:rJft m ��.ma:K_ YF - rrgw 5tt Gi7'sta� llEft? IC ,1I•tIl A - -.a4 PA f'%"O- MA * FA:.f rs V.-C.FIA$4 C, nix-•tt.a i1,Ai. el a,."51Tfts A (W Ir,m OF qe l : 4 :tsft l WiXe,i 0:•:-' n 1'Gl W.'I W.7 )w f{C(CIA$" kx wWa t"e'l *a')'_`+1)s"rv'f v?n'fk%rear•:•% i`0`1Cacal(7 0FV..-mr u�v:Tr* SINI i .•A6F ,.(l1 lr% tAl1I WA,.' .� a+tY H'a.R tt AAP4 fa{tA AI►-^+,LaaJ Awe Lk" # r P WA6.4lt .1 i )01 % "N:ad 1%V 6 1 WA1,b #.1*MRM lI WI:iwIM1.'..TW% S#Wa ,-As, i 7 I- f!'-_ t.N..�S?-11W Y r-WrAM Mp" %Usti ,"W AL WA +•A-.4 111I.. a A rAa SAID 1%L iA *h,3C r.A a•A11..FJ•0 ?:Lxrl W&Lw Kf i! il 1/ e , ) NR7/t tLosico4f,%1 tJiL K{ A L""aKF Ft kk!cfl ;ILP .X, Cre,•_st'." *ALL FT 14 T C..mG fx} w-<* CZAMI Kai. UrW.*A An WT AGK.I"A�I,fsx2< c.t11a •CA•n11Y1. ¢/WI•ICr+c, Ic, xrpai ll.aYahY.aT,Ca• n 1171 Msg11a(1 K. ,-.r .• " AY,7C,a Y.•1[:OlaS,^". r^ r, it, i+tt t -1--1 N Cll c- (f) -0 m O QD -r_-x `- 0 (1) , n O =ell O = � m U -0 Q) 0-- (f) = (1) = -0 M () Im - ui C ('t) cG O ,0 M � L0 cp Li Q - crn m o 14- m� v vi Virtual Re iew Assist, Inc Mans Review co pleted and approves, nce with he 2020 FBC 7th Editi Debra A e Klahr PX2300 SHEET NO. SH 1,5. k "1!Ie. Vf '__ :y�_1�1._1- l 1 I II 11 I' 11 _ _ _ - - - _ - ■ -LI [ J THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL rLASHING AND WATERPROOFING METHODS TO BE USED. 318- CEMEN ) PLASTER 12 Mil. DRYLOV, CMU - MASONIRY f3t0CK WINDOW FA.STFtR t) SrALANT AT 41;SFPA ANIT ,K)INr •fi ' : WINDOW BLI C.K TO OUTSIDE EDGE OF MASONrilr " WINDOW aucx ' • , • 2) SEALANT JOINT 5) SFAI.ANT FROM , ; , INSflDr FDGr: OF MNfW'M FRAM + WMIDtaW DUCK AMM WINDOWK BUC AM WEND 10 WINDOW FRAME MASONRY � A r TAtIJ PER GOD' Bp IOU EIDSEALAN1 RECHJ�rL41trNTi3 nrAn CtAnnW. AND FRAME 3) SEALANT WINDOW FRAME Tr WINDOW BUCK ALL IHE WAY MIOUN D, WCLUO NC SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB. MLL AND HEAD DETAIL APPROV Fr) SIFATt MNG APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 4' CEMENT PLASTER 12 MII (r ) I}RYLox rxTww APPROVED FLASHING TAPE -V" SEALANT SOCKET WITH TOOLED APPROVED. SEALANT WEAtHER M541 A I iVL ` t3ARMER WFATHFR VE BARRIER tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF ADHERED FL ASHIN SHEATHING nY I APPING: DOWN _ •..., OVFR RIM JNST AND IIP WALL BY 6 IN. WEAIHLR RESISITIVE BARRIER SFA, TC)PS Or JOI i UNi_F=k ULCKINC Ei} FLASHING (SFr DIFTAll W 7) HEAD FLASHING TIE-IN INSTRUXTION& 1. Cut, fold up & temporarily secure weather ' resistive barrier above header to allow for flashing Installation 2. Z€W-ai:ltw ecl flashing plus neaO flashing unUer b weather resistive barrier 3. Foia weatahcr resistive bamer back over react Hashing and seal vwth Iape SELF -ADHERED FLASHING Scale. NTS FLANGED WINDOW �' FLASHING INSTALLATION AFTER WIsATHER REWTIVE BARRIER S DO NO' SOTTO �s nwln, SELF-AUHLRLU FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING khram, DOUBLI L, J()IST I t /F-VV0OD BEAM v I BELOW SELF -ADHERED I FLASHING SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED F LAS H I H G 2x FRAMEWALL PRODUCTS DETAILS TILE FINISH-- WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding taps 3. Self-adheired flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing raterial (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of conifer may vary, adjust folding of the flashing accordingly to fit tight to corner A. Mechanically fasten as necessary L 1Z DUROCK--- &" Cmu 4" OR 8" CMU (PER SEAT DEPTH) - FILL WITH GROUT ; SLOPED MUD BED -. VINYL SHOWER PAN 1'-4" PER PLAN AIHLH t{tbIyIIVt_ RARRIF R SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A C-I"' RF AD OF t"ONSTR ADHE SIVE TO BE APPLIE1 TIIRFSttt 1 D OF DOOR AN UP JAM16 W. USE LIUUIU N OFF F(XIA1 WrATHrR PH( ~.�srri t,�T;TlEE'�I�I11Ta1i1_=!r�i� f��I' SFL F-ADHFRFD FI A,SHIIIC, SEAL TOPS' OF JC STS UNULIt t)Lr.WNG (SEE DETAIL WP07) SELF ADiER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIUE CORNER 0- Cr Lu n Tn rn W C3 w Ir W 0 z SHOWER SEAT WP1I1 h WINDOWUNIT FLASHING REQUIREMENTS (D SLOPE cc 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall > C.? __-, t3Fnr: OF cr;NT;; (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. 0 - ADHESIVETcBr AI,r�L; I uN,)l r� SELF -ADHERED FLASHING (D Q 0 Tt1qrS1 i01 r) OF DOORAND � 10 !■�. ItL I LIHN UP JAMB 6' U,L L100:1U R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL tiHANLI QH t-UIJA� �,�;,i i+rrt EXTERICIP -p PROOF CAU1 KING _ F-CENT. PIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of -Si-I I— AP14V HI11 'r . •'*.'SI I=N1' BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. r > F- WIRE LATH R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt free from holes and breaks complying in with ASTM D226 for T 1 felt or other ;_- .� N Y ptl p Y 9 Yt 0 21 C d approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, � - with the upper layer lapped over the lower layer not less than 2 inches, Where joints occur,. felt shall be lapped not less than 6 inches. Other ILL .. � pig Y Pp Y to pPe approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No-15 asphalt „� Q O RIP�I J()I felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building '- 0 appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703,1. 0 UriCL to CZ f- R703.7 3 Water -resistive barriers Water -resistive barriers shall be installed as required in Semen R703.2 and, where applied over wood -based � 1^ i1 sheathing, shall include a welter -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper- The I _.._.. _�"+ ,.---_. _ . _.__....._...n __ ^.__ - (2,) individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in - accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING �,� CENT. FINISH SILL/ POTSHELFI CHIMNEY SHOULDER ��, Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF _ r�f,Jt3r3£R12D RU6i3ERIZf D ASPHALT 1 NL LULU IN COHNLHS ADI IFSIVF 1 1:1 ASPHALT ADHESIVE R703.4 Flashin roved metal flashing, vinyl flashing self -adhered membranes and mechanical) attached flexible flashing shall be applied �t� , 15 <�, �tL ouch SELF -ADHERED � __.. g, Approved 9. Y � Y '9 pp ' FLASHINU -SELF-ADHERED FLASHING--- shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -a g g pplied membranes Eli DCTAK -4 ':, P, used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the " p SCORED entry of water into the wall cavity or penetration of water to the bulking structural framing components. -�� RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with 1g I��r �,1., s h1, = 1 �L IUAL% 5COkL the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and s8[4r PAP(n TOf.P a E STf310 as "ro1N"I"'Oki • • I IE`I''I`•`-'#=`r al contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied mambranes uses! as 7TTOMOF � flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings I"' I a shall be installed at the following locations: f l 1.1.Exterior window and door openings, Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive banner complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings ri shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: g' I 5, 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be seated or " sloped in such a manner as to direct water to the surface of the exterior wall finish or to this water resistive barrier for subsequent 2 �` - }� drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides, ..,_., _ _..._..R _.�......._.��......... .....__.-... _ 1.2 1.2. In accordance with the flashing design or method of a registered design professional_ SELF-ADHERED(� ('j RED FLASHING 1 3 1 3 In accordartr_e with other apprnvpd methods J� V Y f- V 5 INSIDE CORNER W P 06 1 A In accordance with FMA/AAMA 100, FMA/ AArAA 200, FMAfWDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400. 2. 2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings, ►i Ground 1­* 3.3 Under and at the ends of masonry, wood or metal copings and silts. .. I 4.4.Continuously above all projecting wood trim. OC% 8 2 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. ?o?Z = 6.6.At wall and roof intersections. A /7, 7.At built-in cutters. BACKER I{t t0 N Ni4 Al AN I A" 71 F-ADI IF RFD FI ASI i'NG ITCH IHERLU FLASHINQ i Z) ( WP08 F FOUNDATION WEEP SCREED A`- - Df'-tND BREAK VVRB I I AT! I / {_-',NRAP OP :NRF O NX; It IF VFRTIrA1 SI PRFft:,F Tt� T(K� CJ 1 I.ANIAt AN AIR ,_� ;f-1r2' INy'Fi FLANGE II � NA ] URAL SHI tINKAGI F)o N� T SEAL . 4;.+RO ScII&ED PLASTIC ACCESSORY 5OFFITiCANTILEVER FJ er 4'S 8 i srrr7� Latta Sheathing Stucco LEGEND L�ARRSELU � ANT (OLASHING TfIF) r v �,�c.. T}�i)t�AL3F PI ANIF (OP) WFATI fFR RF.157ANT l r Ir)aRFAK+ramATIiF'R RFStS RANT RAr+RIFR srLF FURRING, ISf) l ATI f Pt A.q+TFR ACCFSSORY SHEATHING, '088•, i'LrNC"01, t)ENW$uLAS LAS 1 EFt S1 OP ONTINLICH l5 LIIACXER ROU SEALANT EMENTITIOUS FINISH S, Rt TURAL FRAMING UiW C-t RAL NHL; "frNCG FSIitE'OF W ---DRA , AGF PI ANF %' RR -F RRFAK INFIR - SF I ATI i A�1 Mal Cement Plaster in accordance with AS7MC926 over° wood 2nd floe THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 -- Building Paper - 7/16■ O.S.B. sheathing Metki Flashing ----t__.� Wee:) Screed Install$' As Pot --` Manufact. Specs. - Maintain Botto'n of Weep Screed 1 112" to 2" Above Roof Sheathing WEEP SCREED [DETAIL SCALE: NOT TO SCALE Virtual R v 1 1 plai7s Revew - I ew Assisi, for °pm I ence ° Pete lne. nd by Debi Atb 107 be d a ?O?0 f8 approved I(lahr pX2300b Edition 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7116" O.S.S. sheathing Stampede or similar c auk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1Z Cernentitious Decorative Finish All inside and outside comer will need to be muter cut and caulked all butt joints need to t3ecaulked thing Stampede or sim. caulk for all . Irn■■■�s v� CU > 0 00 U 3 CL CD Cn CCU W, m w d Z Z - SHEET N©,-- WP1 •